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HomeMy WebLinkAboutPermit D05-425 - DOAK HOMES - LOT 8DOAK HOMES INC LOT 8 11635 35 LN S DOS -425 Z re w JU 00 W =; WO lL Q = w� Z �.. O' Z U 0 Owl q H: w • w • O, ..z U -. 0 Z City ( Steven M. Mullet, Mayor Departinent of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tuknvila.iva.its DEVELOPMENT PERMIT Steve Lancaster, Director Parcel No.: 0733000031 Permit Number D05 -425 Address: 11635 35 LN S TUKW Issue Date: 03/31/2006 Suite No: Permit Expires On: 09/27/2006 Tenant: Name: DOAK HOMES INC - LOT 8 Address: 11635 35 LN S, TUKWILA WA Owner: Name: DOAK HOMES INC Address: 11812 26 AV SW, BURIEN WA 98146 Phone: Contact Person: Name: DARRYL E DOAK, SR. Address: 11812 26 AV SW, BURIEN WA 98146 Phone: 206 246 -6587 Architect of Record: € Name: - Address: , Phone: Engineer of Record: Name: - Address: , Phone: Contractor: Name: DOAK HOMES INC. Address: 11812 26 AV SW, SEATTLE, WA 98146 Phone: 206 246 -6587 I Contractor License No: DOAKHI *092NZ Expiration Date: 08/08/2007 i DESCRIPTION OF WORK: I CONSTRUCTION OF A NEW 2,221 SQ FT SINGLE FAMILY RESIDENCE, 240 SQ FT ATTACHED GARAGE AND 232 SQ FT COVERED DECK AREA. t PUBLIC WORKS ACTIVITIES INCLUDE: FILL AND GRADING SO SITE SLOPES TOWARDS EAST MARGINAL WAY SOUTH. CONNECT TO NEW PRIVATE WATER MAIN EXTENSION. NEW 3/4" WATER METER. STORM DRAIN CONNECTIONS FOR ALL NEW IMPERVIOUS SURFACES. CONNECTION TO VALVUE SEWER. DRIVEWAY CONNECTION TO PAVED EASEMENT. See D05 -422 for erosion, right -of -way work, private water main extension. Value of Construction: $207,786.09 Fees Collected: $10,732.92 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: V -B Occupancy per IBC: 22 doc: IBC - PERMIT D05 -425 Printed: 03 -31 -2006 Z �_- W Q: 2 D UO M13 J = H U LL w 0 LLQ = w z ~. 1-0 z f-- w �5 U� ON 3H wW F �" O ..z w U= O~ Z Ci ty G. . Tu kwila S tever: M. Mullet, Mayor Departmeitt of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.tiva.us Steve Lancaster, Director Permit Number DOS -425 Issue Date: 03/31/2006 Permit Expires On: 09/27/2006 Public Works Activities: Channelization / Striping: ' N j Curb Cut / Access / Sidewalk / CSS: Y i Fire Loop Hydrant: N Number: 0 Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Volumes: Cut 0 C.Y. f Landscape Irrigation: N Moving Oversize Load: N Start Time: Sanitary Side Sewer: N i Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Profit: N Water Main Extension: N Private: Water Meter: Y Size (Inches): 0 End Time: Fill 150 c.y. End Time: Public: Non - Profit: N Public: Permit Center Authorized Signature: Date: _ I hereby certify that I have read and x min his permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: Print Name: DAA9-t-,- -- Doim�- `Tt This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Z Z �w QQ JU 0 to o co Lu J = t-- c L . W O . 9-1 LL S2 a =w z� Z° 2 - U ON 0 F_ wW U O W Z U =. O Z doc: IBC- PERMIT D05 -425 Printed: 03 -31 -2006 :..:g City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0733000031 Permit Number D05 -425 Address: 11635 35 LN S TUKW Status: ISSUED Suite No: Applied Date: 11/29/2005 Tenant: DOAK HOMES INC - LOT 8 Issue Date: 03/31/2006 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to - be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall z �_- Z �w QQ JU 00 N J = F— DLL w 95 wQ co a = f .- w Z �0 w �5 U� O� o� W W H F. U O Z w U= O F- Z doc: Conditions D05 -425 Printed: 03 -31 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum rl:•q'}.Y!''M+I.N�tY kMNh�.r.SMtln'R+Ery distance of 4- inches shall be maintained above the controls with the strapping. Z 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of ;= z W IX P ublic Health - Seattle and King County (206/296 - 4932). 2 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department _3 L) CO 0 of Labor and Industries (206/248- 6630). CO H 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, N "- w any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the U. Building Official from requiring the correction of errors in the construction documents and other data. a =w 19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** z_ 20: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 1— 0 w w 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. o v N 21: ** *FIRE DEPARTMENT CONDITIONS * ** 0 F- ! 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the w v following concerns: U. 23: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving Z 0 N surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width 0 T 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 doe: Conditions D05 -425 Printed: 03 -31 -2006 , wM �w�rnJrl 7�'�u.al iMMMl.ih \SN.�k'K!1"Nl9t zAIOMCMQtYM rl:•q'}.Y!''M+I.N�tY kMNh�.r.SMtln'R+Ery Tm.,M�`!Y' �GfS.F�#{Y . �IrIP[n+ i.. �' +R�Y�.- t� }IM1N ' .� . I r g C i of Tukwila ; y i Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I (206)575 -4407. 31: ** *PLANNING DEPARTMENT CONDITIONS * ** 32: Eaves may only extend 18" into the minimum setback area. * *continued on next page ** z W UO CO 0: CO W J X. N .LL, W O �Q U Z) Z CY W H Z �. F- 0. z F- u.l UJ U O = U' LL O 11 Z 1 U= O ~' Z doc: Conditions D05 -425 Printed: 03 -31 -2006 i t 12 A City of Tukwila 1908 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: X12. Date: z Z UO wi J F-. N .LL . W O. LL Q' CO) d LLI z H O z F-- w LU moo. o-. o �- w u_ O: LLi U =, z doc: Conditions D05 -425 Printed: 03 -31 -2006 CITY OF T UKWI LA Community Development Department Public Works Department X Permit Center 1905 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. ff "Please Print ** SLTE LOCATIONS - � _ / King Co Assessor's Tax No.: o , 73 3 0 Site Address: fo 2 Fl?5 C40ULA19" �s Suite Number: Floor: Tenant Name: /L) 01V e New Tenant: ❑ .... Yes [�..No Property Owners Name: ��, —ef / WC4 Mailing Address: r c� —Zi_ %,1 � % � – �� 6 771" A 1,. .� .�c.� . A z� .-�� P �v 9 � / y City State Zip CONTACT PERSON N Mailing Address: 1 / a / 2_ -- G' e q . Ltd E -Mail Address: Day Telephone: 2 c:> C 2 v G e7 Pte..= << City State ' zip Fax Number: 2 , 99- -6'99/ GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor mformatian on back page) Company Name: S 11V C Mailing Address: f , L,S,� /, – ,� 6 77, /� S' . C c e .- . ti .✓ Ll Q�c,�g - - City c' e , a - ,, ; Contact Person: /J'!L Day Telephone: �C' Y6 ,'7 E -Mail Address: /ff' // "� Fax Number: –2 e — Contractor Registration Number: t J/L��}/�l' � M 2/v Z Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at & tinfe of permit issuance ** ARCHITECT OF RECORD:= All plans must be wet stamped by Architect of Record Compan Mailing Ltty Slate Llp Contact Person: �./ K Day Telephone –9 22 S E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans.must be wet stamped by Engineer of Record Company Name:_ Mailing Address: Contact Person:_ E -Mail Address: q: \Vpermits plwUce changes\permit application (7.2004) Revised: 68-05 bh Page 1 r 90 72 City State Zip Day Telephone f ,A �� 4 / 3 -- /0 9 I ) Fax Number: 4 1 Z 5 Y!5' S / D 9* i I 7 Z �Z �W QQ WV UO U C0 W J = F- W .LL W0 }} �J LLj =W t•- _ Z F- �o Z t- w w U U C1H wW 2 H� �z Cl) O Z VILD1NG PERMIT ;INFORMATION �- 206 431;3670 Valuation of Project (contractor's bid price): $. Scope of Work (please provide detailed inform Existing Building Valuation: S, Will there be new rack storage? ❑ ..Yes JW.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below: Addition to Type of interior Existing Construction Existin Remodel Structure New per IBC :2 n ..Floor C 3 ::Floor: . :floors ' thru Basement Accessory Structure* Type of. Occupancy p er,: IBC 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): 4 1 J7 Floor area of principal dwelling: Z Z Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of ihe dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes X.No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: [I.. Sprinklers ❑ ..Automatic Fire Alarm one ❑ .Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate 8 -1 12 x 11 paper indicating quantities and Material Safety Data Sheets. Revised: 6.5-05 AMUM :, .u.u.,:.s°v....�. .:a:;r..t »:. ��:.r.:ia' � iv : s RO '"'� <is r„ . ..: x« a:«'.. is.. i. 4 'a1G:: «:wir;u3.,'r..Lin'.wu.,.t r�.iv��.t},��:.J11M;.tt;n.,� d:,:97ttiJ.r'::;.s ::;�i ..r. fm..iia!'f: ZZ S t �~ W 0 UO U) o C0 W J = F- 00 u_ W O 2 QQ U_ �W z t— I-- O W U� LLj O- C3 H W H� �O ll.l Z U= O Z Detached Garage . : .:Attached Carport Detached Carport. Covered Deck : Z Uncovered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 4 1 J7 Floor area of principal dwelling: Z Z Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of ihe dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes X.No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: [I.. Sprinklers ❑ ..Automatic Fire Alarm one ❑ .Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate 8 -1 12 x 11 paper indicating quantities and Material Safety Data Sheets. Revised: 6.5-05 AMUM :, .u.u.,:.s°v....�. .:a:;r..t »:. ��:.r.:ia' � iv : s RO '"'� <is r„ . ..: x« a:«'.. is.. i. 4 'a1G:: «:wir;u3.,'r..Lin'.wu.,.t r�.iv��.t},��:.J11M;.tt;n.,� d:,:97ttiJ.r'::;.s ::;�i ..r. fm..iia!'f: ZZ S t �~ W 0 UO U) o C0 W J = F- 00 u_ W O 2 QQ U_ �W z t— I-- O W U� LLj O- C3 H W H� �O ll.l Z U= 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 E] ... Water District # 125 ❑ .. Highline ❑ ...Renton n x- Water Availability Provided Se wer District Tukwila. ValVue El .. 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ ... Bond ❑ .. Insurance El.. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Pronosed 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 ..Construction/Excavation/Fill - Right -of -way Non Right -of -way k_ ...Total Cut 0 cubic yards ...Total Fill - !a2 cubic yards (..Sanitary Side Sewer ❑ ...Cap or Remove Utilities (..Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water Permanent Water Meter Size..." ❑ ...Temporary Water Meter Size.. " ❑ ... Water Only Meter Size............ " ❑ ...Sewer Main Extension ............Public _ ❑ ... Water Main Extension ............. Public ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ .. Curb Cut ❑ .. Channelization ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ .. Looped Fire Line ❑ .. Utility Undergrounding „ WO# WO# WO# ❑ ...Deduct Water Meter Size " Private Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ... Sewer ❑ ...Sewage Treatment ......._...� -- -• -- - - - - -- -ems .- Name: cl h ���ritc'{ N Day Telephone: 2 0 3 72 -- Z 2 L - 0 �� Mailing Address: u S J a — 2 �)''� /� -lJt' �'. LC7 � �4 `� i-rJ g rJ -VZ - City State Zip Water Meter RefundBillina: Name: Day Telephone: Mailing Address:. City State Zip q: %\permits plus \'Kc changa\permit application (7.2004) Revised: 6 -8-05 Page 3 bh .:rte.....' ...ae..w. it h Z �_— Z W QQ� JU UO to 0 J = C0 LL WO LLQ CO = l.-W Z l'- O Z H �5 U N 0 F- W H (.5 LL O �Z U N H O F- Z „MECHANICAL; PERMIT.INFORMATION = 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: _/y ,�f 49 e Melp Y rLy 1 /9;2 ('v 1 k4 ,; ,_ yV IV Mailing Address: / e - e j 1 ly/�¢ /j C City State Zip Contact Person: Q�f Day Telephone: -q:5_3­ ? / / E -Mail Address: Fax Number: 5_3 F- e V 7 B P Contractor Registration Number. � F� JT I . 60Y Expiration Date: /D - z 0,!; * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ :�- ez-e> Scope of Work (please provid detailed information): & PG 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 e .- Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Q Furnace <100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP/ 100,000 BTU CFM Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat j 15 -30 HP /1,000,000 BTU to Single Duct Suspended /Wall /Floor Ventilation System / Wood/Gas Stove f 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator - Comm/Ind Other Mechanical <I0,000 CFM Equipment PERMIT, APPLICATION NOTES Applicable to all permits in .th><s 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 OWNE R A eO ZED AGENT: Signature: r>�L, Date: /1� 26.� Print Name J , ek Day Telephone: ;Z O E 7 Mailing Address: /a 2 = 1 ZZ.42j) _51 LJ) R u t -e 012 tc) 91FI L / 6 City State Zip Date Application Accepted: (I I Date Application Expires: Staff Init //7 6`1 ia s: q.Upermits plusl'tcc changes\permit application (7 -2004) Revised 6.8 -05 bh Page 4 whN' A?Vp avw.wrrf�a.v.n nr, ....- ...r>nnr.r.�...v.'r.:su+ -. �r.�.v.+w..:r.�a...�t�;n.+t •t e. V'.vw.,watw(rru >.r.�Vnw+eYMb'w fi'rwM:iJi�211•$';'S.wx"�; Mil: h1'. 1Yt' 1' 7F}: T1. �,".> i7;?,' �'}° N. A7';!v!'H.!'M}'j'4`(SxO,•���Mt� Ly.,�i� i " 1� Z �W QQ JU UO CO 0 W= H CO u _ WO LL. ¢ rn � = �W Z H H O Z 1-- W W U� O� 0 1- W W F- LL O .. Z W U= O Z RECEIPT Parcel No.: 0733000031 Address:, 11635 35 LN S TUKW Suite No: Applicant: DOAK HOMES INC - LOT 8 Permit Number D05 -425 Status: ISSUED Applied Date: 11/29/2005 Issue Date: 03/31/2006 Receipt No.: R07 -00762 Payment Amount: $77.00 Initials: JEM Payment Date: 05/07/2007 09:50 AM User ID: 1165 Balance: $0.00 Payee: DOAK HOMES, INC. , TRANSACTION LIST: Type Method : Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5456 77.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts -------- - --------------- - - - - -- ---------- - - - - -- ------ - - - - -- PHOTOCOPIES/DUP SERVICES 000/341.690 19.00 PLAN CHECK - RES 000/345.830 58.00 Total: $77.00 I 7088 05/07 9716 TDTAL 77.00 ! doe: Receipt -06 Printed: 05 -07 -2007 t Z W W� JU 0 N o W2 W O, 2�: 1a C0 �. i CY LLI Z O, LU5 U� O� o �- w u. O Z L) O Z 4 J� ..... C i t�f ll l kwll a Steven M Mullet Mayor s Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 1 06 Fax: 206 - 431 -3665 SET RECEIPT Copy Reprinted on 03 -31 -2006 at 15:49:23 RECEIPT NO: R06 -00436 Initials: ]EM User ID: 1165 Payee: DOAK HOMES, INC. SET ID: 0331 SET TRANSACTIONS: set Member Amount 03/31/2006 Payment Date: 03/31/2006 Total Payment: 28,122.74 SET NAME: Doak Homes 05 -424 6,944.80 4245 -ga-4 6,812.94 DOS -26 6,812.94 D05 -427 6,812.94 M05 -187 184.78 M05 -188 184.78 M05 -189 184.78 M05 -190 184.78 TOTAL: 28,122.74 TRANSACTION LIST: Type Method Description ---- - - - - -- -- - - - - -- --------------------------- Payment Check 5165 TOTAL: ACCOUNT ITEM LIST: Description ------------------------------ BUILDING - RES MECHANICAL - RES PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE WATER - ALLENTOWN /RYAN WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE Amount 28,122.74 28,122.74 Account code Current Pmts 000/322.100 8,057.86 000/322.100 739.12 000/345.830 40.00 000/342.400 218.00 000/345.830 148.00 000/342.400 640.00 000/386.904 18.00 401/379.004 15,901.76 401/379.002 240.00 401/342.400 60.00 401/386.520 1,960.00 401/343.405 TO'NA. Q 0 04/03 9710 2 T% 2 .;Al22-74 Z z . W U O` U 0 W = J H N U w O L L cf) = �. w Z F- F- O Z h- w �5 U0 O N o�_ wW F_ �. UO i11 Z . U N. z Cit of Tul�wlla f9R0 Y 6300 Southcenter BI_, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0733000030 Address: Suite No: Applicant: DOAK HOMES INC - LOT 8 Permit Number: Status: Applied Date: Issue Date: D05 -425 PENDING 11/29/2005 Receipt No.: R05 -01802 Initials: LAW User ID: 1630 Payment Amount: Payment Date: Balance: 2,222.00 12/16/2005 11:52 AM $2,769.50 Payee: DOAK HOMES INC TRANSACTION LIST: Type Method Description Amount Payment Check 5104 1 2,222.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- CASCADE WATER ALLIANCE 401/386.550 2,222.00 Total: 2,222.00 doc: Receipt Printed: 12 -16 -2005 Z Z 0 N o U) J iL N .U, w 0 �J LL Q C/) �w z� 1-0 Z 1— W 5- U0 O C0'. C3 �-- w LL +_- — Z 111 O Z f 7 I l �WILA,• � j p Z J G) 4 O~ s 1808 C it�f � 11 kwf l a, Steven M. Mullet Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 SET RECEIPT 1 i i RECEIPT NO: ROS -01721 Initials: JEM User ID: 1165 Payment Date: 11/29/2005 Total Payment: 10,938.82 Payee: DOAK HOMES, INC. SET ID: 1235 SET TRANSACTIONS: set Member Amount SET NAME: DOAK HOMES D05 -422 1,914.50 D05 -423 1,914.50 D05 -424 1,783.68 D05 -425 1,697.98 D05 -426 1,697.98 D05 -427 1,697.98 M05 -185 38.70 M05 -186 38.70 M05 -187 38.70 M05 -188 38.70 M05 -189 38.70 M05 -190 38.70 TOTAL: 10,938.82 TRANSACTION LIST: Type Method Description Amount ---- - - - - -- Payment -- - - - - -- --------------------- - - - - -- ------ - - - - -- Check 5093 10,938.82 TOTAL: 10, 938.82 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 8,478.82 PW BASE APPLICATION FEE 000/322.100 1,500.00 PW PLAN REVIEW 000/345.830 960.00 TOTAL 10, 938.82 9748 ?-1/29 x'715 'W fAL 10938.82 z �Z '~ w W� UO ND J = F-• N .U 0 J LL Q- cn = �w z I— t— 0 z I— w LU �o U O N o�- =U LL O ui z U= O z aw+ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION K 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: / - Z-Znd,�A Type o In pection• --� ��2 Add/76 `.r -35 Date Called: Special Instructions: Date Wanted_ , an, Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. R 1I \IC \ITI. nspectorl/ /... / _ , Date: F] $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: y�,' " s .wi'ti. : ...,�..y. • ,,« ..� t by-nK„ i " otvrv.. �r, , '+t �'a�:... �.. s -. Z ~ W UO U) o C0 W W = N O W 9 - LL Q to = W Z� H O W H W U� 0 00 H WW LL —0 I1! Z N O Z �, k > +. *'''j` �I� ton fi . h�. - ' " r r ti la • ? { .' .. , INSPECTION RECORD Retain a copy with permit 4/1 INSPECTION NO. PERMIT N0. - CITY OF TUKWILA BUILDING DIVISION ` -- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec : 1 / Type of Inspection: Address: /z.3.5" _� Z/v Date Called: T Special Instructions: Date 11( Hied: a.�y — z -0 7 p.m. Requester: Phone No: ,.2-e ---5' - Z Approved per applicable codes. 14 Corrections required prior to approval. COMMENTS: U / - 1._ ✓a7 We ez `—' paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Z W Q � Q JU 0 to o J � WO 9-1 LL U� �W z W O �5 U� O� 0 H W �O ..z W U C') O z INSPECTION RECORD Retain a copy with permit y� S INSPECTION NO. PE&IN . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 70 x P ect: r Type of Inspection: ` Ajd�Jr�ess: 35 LAJ Date Called: Instructions: Special Instructions: Date Wanted: a.m.. Date Wanted: a.m.. 7 L f _ 7 — p.m. Requester: Phone NO. per applicable codes. 11 Corrections required prior to approval. Inspecco `� _ uate: �r i t r E CTION $ 800 RE FEE REQUIRED. Prior to inspection, fee must be paid at 63 0 thcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.; Date: 71 i ` rr ' N syjb! e. a Z �Z �w 4 � 00 CO w= J I— N LL w 0 uQ Cf)� = �W Z F F- 0 W F- W U� 0� 0 !-- wW H� u. 0 w Z U CO O H Z N Approved per applicable codes �-� INSPECTION RECORD Retain a copy with permit 1 U" INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ProJ Type of Inspection: Address: Date Called: Special Instructions: Date Wante : — / m. l l 3s *": Requester: Phone No: --, eg _� /l� • 1 i � 0 Z ;~ Z W W � . UO �o J = H fn .LL w J LL CO T LL z F- HO W~ �o U O CO. 0 F- w ul F- L Z U= O Z 1 -1 Corrections required prior to approval. INSPECTION RECORD l Retain a copy with permit I LX):5 '/ Z '5 INSPECTION NO. PR CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Protect: _1)() 4 1Z- Flo �� s Type o Inspection: i /a1�2v2 12 t-74P- 0 < Address: / 653 3:5 1_ Date Called: Special Instructions: Date Wanted: 7// / - )/ 0 - 7 Reque ter: `— Phone No: �o 6- 1 /03 j l spectop Date:: / i 00 REINSPECTION F IIF REQUIRED rior to inspection, fee must be aid at 6300 Southcenter ivd., Suite Call the schedule reinspection. Reteipt No.: 1 IDate: I z �Z W QQ � JU 0 0 N J = .LL W O J LL Q to T F. W ? H H O z F_ W 25 U� O N WW F-� l6 O ill z U =` O F ' z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER NO CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-36�O I Project: Type of Inspection: Address• 0 //&3-SL- 5ZA7 Date Called Special Instructions: Date Wanted: a.rn -07 A. Requester: Phone No: 2-- paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. I Receipt No.: I Date: I Z Z 0 0 CO) 0: w= U .U- W O �a CO) W Z = 0 W �— W UJ O N W W 0 til Z co)� U O z A INSPECTION RECORD / INSPECTION N0. Retain a copy with permit ✓� PE RMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -36 0 It Proje Type o Inspection:_.___. Address: . I Date Called; Special Instructions: Date Wanted: �j"� L 2` `'' / p.m. Requester: Phone No: pala at ajuu aouincenter tstva.. suite i uu. eau the scneaule relnspectlon. Receipt No.: Date: .. i .. .. ..... .... n fit ,L."♦ .I hs• w' Z i� Z �W 2 5 00 c 0 C0 W J CO.W W O �_ LL ¢ =a �.. W ? H W O W U O� 0 E—. W W 2 �O z U= O Z Approved per applicable codes. 1-1 Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit Q. INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION .6 300 Southcenter Blvd., *100, Tukwila, WA 98188 (2 0 6) 431 -367 'r Pr lqcr\ Type of Inspection: Ft 00 9— Address: 315 Li\a <, Date Called: Special Instructions: Date Wanted: a.m. (-)— ? 2- 0 — 7 Requester: Phone No: per applicable codes. ❑ Corrections required prior to approval. OMM a Inspector: (68"60 �R ii N s P �EeilON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Recei No.: .1 1 Z �W LL. 0 0: CO a CO) LLI UJ LL W O. 2 � 9 LL N W Z T- F- W UJ Cl CO: W M O, Z 0 Z' a �ro;- n' Hi•;;# c r r:] +'f' ;i "'.:'t.v*:._w , �s , .1 Yl+. �.�..r r, INSPECTION RECORD INSPECTION NO. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION ��IJ 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec Type of Inspection: C( i Ad s Date Called: Special Instructions: -- ate Wan: m Requester: Phone No: w 1' Receipt No.: Date: OA i - .,,. * y�� wi .• y ip= iiefJ•�: r i ,�A` .:;�t..q''.;r.�_'A:� rfi ":y,,.K Sj.' w, *..i,�w•.a .�.-d t` Z WU UO 0 WX F- �.W WO U. ¢ = �.. W Z = H ZO W W U� O � OH W (L O. w z L) C0 O Z `—' paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 )431 -36 0 Pro' Type of Ins ectio J Yp Address. Date Called: Special Instructions: Date Wanted: M. Requester: Phone No: Receipt No.: 7 te: Z �Z � W� JU U coO J = I- 12 r'L. W O U_ j co =) �W ' ZO U� O CO3 O I-- W UJ H �. �' O W U= O Z " paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. INSf C'' TION RECORD Retain a co py with p ermit INSPECTION N0. PE�IN / • I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (200437 -47 Project: r" Type of Inspe tion: Address: Al Date Called: Special In ructions: Date Wanted: a:rfi. Requester: Phone No: ;, ; per applicable codes. " Corrections required prior to approval. I t M Inspecto • Dater �v . ff $58.00 REDM ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt N O.: Date: 0 Z W �0 (U CO OD co CO .u. w 9 -1 LL S2 d = W Z ~ W O �p U O� 0 F- WW U- 0 W z yr 0 z !3 INSPECTION RECORD -- Retain a copy with permit INSPECTION NO. P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367,0 Project. Type of Inspection Address�� v' Date Called: Special Instructions: In / 6 Date Wanted: D � m Requester: Phone No: �r to inspection, fee must be Call to sechedule reinspection. r; C0 W Z Q� W �aa � J U O� N H V) LL W0 U. Q i Cy �. w. Z 2 F- ' H O W ~ W U� N 0 H WW H� ui Z U N O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 W06)431- 0 Proje spectio �O Type OV4 X Xd d re 3 DatdCallid: - V D/ Special Instructions: 'Date Wanted: a.m. Requester Phone No: Approved per applicable codes. c orrections required prior to approval. fa COMMENTS: c Receipt No.: Date: Z Z JU 00 U C0 W F- LL WO 2 � LL 0 z �- W W 5 (D 0 0 F- W LL J T- I L) F- LlJ Z co 0 Z paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection INSPECTION RECORD Retain a copy with permit INSPECTION N0. PE NO CITY OF TUKWILA BUILDING DIVISION <, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Approved per applicable codes. Corrections required prior to approval. If COMMENTS: 'o ve Project: Type 4I� Addres$: Date Called: Special Instructions: Date Wanted a. m. r f Requester: Phone No: Receipt No.: Date: I� _.l Z W JU UO WW LL W O 2� U. C = W H _ ' Z �.- ZO W LIJ � p' O N. O H WW H� tll Z U= O Z l— paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection, ,... INSPECTION RECORD' Retain a copy with permit INSPECTION NO. PE IT N CITY.DF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (1 -36(7 Project: � � � Type of Inspection: // Addr � s* Date Called: Special Instructions: Date Wanted: a. ' p.m. Requester: Phone No: Receipt No.; Date: 5 Z W J UO N W = J ~ Cf) .U- W O u - co) a = W Z Z O, W �O U ON L] H- W W �U U O Z U= ~O I Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD } vS -L�zS Retain a copy with permit v t SPECTION NO. PER NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3617 A . } Pro 'ect: Type of Inspection: 0AI� �aa��s d 1?4 Address: / /.G 35 3 5 /- nV S Date Called: _ Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 3/ -'3 i -Approved per applicable codes. Corrections required prior to approval. 4 k z = Z I LLJ. JU UO N 0 J U TL. W O LLQ co d. = W z F-. ZO UJ W 0 (o 0 H WW LL 111 z v= o� z Receipt No.: Date: INSPECTION RECORD Retain a copy with permit l a� INSPECDeN NO. 0206)431 CITY.OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 F f Project: Type of Inspection: Address _. Date Called: Special Instructions: Date Wanted: a m Requester: Phone No: leceipt No.: TD 1 7� Z Q �W W� UO C O o co LLJ J (O.W W O J U- Q Z d W Z� W O W L) .O W I— FU=. tL O. W U= O Z paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. .. 4 . .. T .?i-:. +z^rc.�w ±'c'�+r"'c �:^+• - rte 7" 7''•". ni-° r-:.: �.. "�"T;.� . - -- v- :r=�.. �t',.; - . INSPECTION RECORD ] Retain a co INSPECT N o. co py With permit � "" � PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Project: Type of Inspection: Address: Date Called: Special Ins r ions: g3 Date Wanted: a.m. 7 Requester: Phone No: I� { 'r i i Approved per applicable codes. Corrections required prior to approval. COMMENTS: ;ti y F Inspector: Date: L � - 41h1l 1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to sechedule reinspection. Receipt No.: Date: Z Z W �U UO CO W W = N .W WO L L Cl) = I.. W Z = F- H O w ~ W U� O - 01— 11.1 U J LL 111 Z co P O Z Im A` INSPECTION RECORD Retain a copy with permit �lzs INSPECTION N0. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project: 0 YV\4 s LOT Type of Inspection: roo--I t Address: l! (o3 5 3 �� S Date Called: Special Instructions: Date Wanted: 5'....3 j - D (, rpm. Requester: Phone No: �pproved per applicable codes. 9 Corrections required prior to approval. � 4 z Z . ' W W M 0 CO 0 W= NU W O LL CO = W ? H I— O z� �5 U� O� 0 F- WW LL O W z U= O z Project• Typ ofInpection: 177all Xl r r "!j Address /�� Date Called: e Le /� Special Instructions: Date Wanted: Requester: Phone No: L (� COMMENTS: L (� t� l L Z Z � W �U UO UD U) = J I... CO .tL WO LL Q N� F. W ZF- 1- O W F— �0 U .O Cl) .0 h-. W 111 F- �. 9= 1-- .• Z W U= O H Z INSPECTION RECORD -Do�� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project � a � f Type of Inspection* ' lv Address � � � � j t0 Date Call ) � 0 Special Instructions: Date Wanted: a.m. Requester:- -� , - e r / 2 i Phone No• �Pv& 0 - 7,� Approved per applicable codes. Corrections required prior to PP P PP � q p approval. ... � Inspector: 1 _I Date: 7f2 7/ - Receipt No,: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Z ;r Z �W �U UO Cl) J H (D .u_ l 2 LL ?. N Z f Z O U O N. 0 H �O W Z U =: ~O f . Z INSPECTION RECORD D Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval Project: DoctK Homes Type of Inspection: SD Address. I 1635 35 Ln S Date Called: _ 07 Special Instructions: Lot � Date Wanted: 1-2.3-07 _ ^7 a.m J V p.m. Requester: Dc Y r I 'Tr. Phone No: 2o6 - 372- 22 Inspector: Date: L2 J� Receipt No.: Date: 7 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 3 Z Z. a , W Q � J V 0 07 0 J = CO WO U? � = W ?� �O Z� W U� O - Cl H. WW W Z LLI U= O Z INSPECTION RECORD Retain a copy with permit PU 5 � INSPECTION NO. PERMIT No. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Project: Type of Inspection: Do k K- Aot 1'3'1 Addres Date Called: / A A �o Special Instructions: Date Wanted: a.m. ,,- p.m. Requester Phone No: d 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 reinspection. t I l ; I I f 1 i i I z �z w JU UO Cl) O NLL WC) LLQ = �W z H F- O W �5 U� ON 1— WW F- LL Z LL! U= OH Z INSPECTION RECORD Retain a copy with permit qc� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'M t Type of Inspection: 0L F D Address: Date Called: 0 ?7/ / Special Instructions: Date Wanted: a.m. ' O? 0 ? D� Requester: _ Phone No: aG l31 -T 5; F] Approved per applicable codes. El Corrections required prior to approval. COMMENTS. s� CI r • j Inspector: � Date: 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: Z = Z JU UO U U J � .LL WO J LL N W I— Z Z f... Z O 5 U� co OH WW ILL 111 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: L',1-7eriC J} p,,, -e Type of Inspection: �-� _ C Si r�t.�r �✓ � x. rc, Address: / / 6.3 S 3 Contact Person: Suite #: Pre -Fire: Special Instructions: Phone No.: 2vG_ A pproved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: o .', 41L 04 Needs Shift Inspection: Sprinklers. Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: Permits: Occup Type: Inspector: I Date: c /,�G 7 1 Hrs.: 1 r ) -- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. V1 brd /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 z Z �W aa JU UO Cl) 0 co W J � CO LL WO 9-J LL ¢ �D = �W Z F- I— O z f- W �5 U� ON o�- W W HF- U- O .. z W co P = O F- z "f AJ , , W 0 . W 1908 March 3, 2006 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Darryl E. Doak, Sr. Doak Homes, Inc. 1181226AvSW Burien, WA 98146 RE: Letter of Incomplete Application # 1 to Correction Letter #I Development Permit Application D05 -425 Doak Homes, Inc. — 11635 35 Ln S Dear Mr. Doak: This letter is to inform you that your resubmittal received at the City of Tukwila Permit Center on March 1, 2006 is determined to be incomplete. Before your application can continue the plan review process the attached items. from the following department(s) need to .be.addresstsd:,. Buildine Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached memo. , Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience.. Revisions. must be made person and will not be accepted throuph mail or by a messeneer service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely,.. Vt ..0 4 �jxq Je it rshall e it Te hnician Enclosures File: Permit D05 -425 I'Menniferllneomplete Letters\2005 \D05425 Inc Ltr # I to Corr Ur # LDOC Z �w WD .J U UO NO J = t— cn .u- W O �Q �d = W H E- O Z H W UJ �p U O N Cl H W W. U. O .. Z w U= O F-, Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 , Determination of Completeness Memo Date: March 2, 2006 Project Name: Doak Homes Inc. Permit #: D05- 425 Plan Review: Allen Johannessen, Plans Examiner i A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11 x1 7 to maximum size of 2436; all sheets shall be the same size). l (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) The following items bold and underlined from the previous letter dated January 13 2006 have yet to be addressed. Item (2) crossed out is ok. All items shall be addressed and clearly identify all changes on the plans. 1 The plans show brace wall lines that exceed the current prescriptive requirements of the code. Revise the plans to where brace walls lines meet code, where wall bracing shall not to exceed the 25' rule or provide engineering. All wall bracing shall be transferred down to a foundation. (IRC R602.10.11) 3 The LRP detail #1 on sheet S4 is shown as minimum 1'4" that also does not meet code. Either eliminate the detail or revise the detail to meet code or provide engineering. Engineered details shall be shown on the plan. 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 aa JU UO 0 CO w J H N .u. wo U Q �D = F .. w Z Z W . U o� C1 h- wW U- 0 w Z CO O Z .I: .... .1... .A .. . �. „..1.:.... 1....1...':.;].cS: :L.:. �.uL�itn', .b F+ti ..li'AS M1 ` a• �yN�j�v `. /i'w� {tf{ % }n.L}(fii 1( w'k '.':.grit {aq µj!i'1:J` f 1 /"^wfi�rvbh�:}`r kYYt�j�l5� tYr"� �t �di�h b'}, �s1��: Nt: CF�ii'iL4b��SJSIi.�4:,FXXY.R�M: - - - - 3 The LRP detail #1 on sheet S4 is shown as minimum 1'4" that also does not meet code. Either eliminate the detail or revise the detail to meet code or provide engineering. Engineered details shall be shown on the plan. 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 aa JU UO 0 CO w J H N .u. wo U Q �D = F .. w Z Z W . U o� C1 h- wW U- 0 w Z CO O Z .I: .... .1... .A .. . �. „..1.:.... 1....1...':.;].cS: :L.:. �.uL�itn', .b F+ti ..li'AS M1 ` a• �yN�j�v `. /i'w� {tf{ % }n.L}(fii 1( w'k '.':.grit {aq µj!i'1:J` f 1 /"^wfi�rvbh�:}`r kYYt�j�l5� tYr"� �t �di�h b'}, �s1��: Nt: CF�ii'iL4b��SJSIi.�4:,FXXY.R�M: O al 1908 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director February 10, 2006 Darryl E. Doak, Sr. Doak Homes, Inc. 1181226AvSW Burien, WA 98146 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -425 Doak Homes —11635 East Marginal Wy S, Lot 8 Dear Mr. Doak: This letter is to inform you of convections that must be addressed before your development permit(s) can be approved: All correction requests from each department must be addressed at the same tune and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made its person and will not be accepted throueh the mail or by a messen.eer service. If you have any questions, please contact me at (206) 433 -7165. Sincerel _ p ± J wl� en e r arshall t chnician encl xe: File No. D05 -425 P:VennifeACorrection Letters\2005005425 Cortection Ur #LDOC jem Z Z D JU 00 Cl) U) J l.- S2 w w U. Q = �. w Z f- 1— O Z E-- w LLJ Do U O � 0H wW �O .Z w U= O� Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 Tukwila Building • Allen J Plan Examiner Building Division Review Memo Z _ w Date: January 12, 2006 D Project Name: Doak Homes Inc. 0 0 Permit #: D05- 425 w Plan Review: Allen Johannessen, Plans Examiner = -J �. N LL w 0 A Building Division conducted a plan review on the subject permit application. Please address q the following comments in an itemized format with revised plans, specifications and /or other U- applicable documentation. N d PLAN SUBMITTALS: (Min. size 11 x17 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.) z O 1 The plans show brace wall lines that exceed the current prescriptive requirements of the code. Revise ? o i the plans to where brace walls lines meet code, where wall bracing shall not to exceed the 25' rule or 0 CO provide engineering. All wall bracing shall be transferred down to a foundation. (IRC R602.10.11) o 2 All the plans for this development project show inconsistency in the notes for the requirements of 3" w X 0 x3" plate washers. Sheets C -1 & S -2 indicate 2 "x2 "x3/16" washers. Unless the building is engineered U. p the current prescriptive code requires 3 "x3 "x1/4" washers. Revise plans to show consistency in w z CO ti hardware specifications or provide engineering that qualifies using 2"x2" plate washers. (R602.11.1) r 3 The LRP detail #1 on sheet S4 is shown as minimum 1'4" that also does not meet code. Either Z eliminate the detail or revise the detail to meet code or provide engineering. Engineered details shall be shown on the plan. Should there be questions concerning the above requirements, contact the Building Division at 206431- 3670. No further comments at this time. L r �,�, ., ... : tfia, a: nns. M.',. lL: x,:; Zsti: b.^, 3: i�b� ::,fd:esrw*>, L' G:"! Yk4i kkka , Mra`x.Ye.s;rt.k.�Y1 , iPhMCS.. ' .r;siutja'w,,.i� r.,..+•:wt wwi.+. - Y O ri S. 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 l6xx 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 itcrns 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 will not be accented through the mail :. or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, ifer rshall Permit Technician Enclosures File: Permit D05422 through 427 Hiennife6incomplete Letters\D05 422 -427 Incomplete Ltr#I.DOC z �z '~ W �U U UO w= J 1--' S2 u- WO u- CO = W F. Z Z F-. F— O Z F— W W U� O� � F— WW XU u- 0 l�l z. CO O F- Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax. 206- 431 -3665 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 11 x1 7 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.R405.1) 2 Provide additional plan details to identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. Should there be questions concerning the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. Z Z �W JU 00 �U- W 9 - U. � =W Z� r= o Z f- W U oN 0 H W W ~P LL w Z U CO o E- Z 20051027002141 PERMANENT* Fib. AFTER RECORDING MAIL TO: Doak Homes, Inc. 11812 26th Avenue Southwest Burien, WA 98146 20051027002141 CHICAGO TITLE WD 37.00 PAGE001 OF 005 i 10/27/2005 15 :50 KING COUNTY, WA E2165004 10/27/2005 15:48 KING COUNTY, WA TAX 9,973.00 SALE $560,000.00 PAGE001 OF 001 Grantor: Cedar Grove Properties, LLC Grantee: Doak Homes, Inc. STATUTORY WARRANTY . DEED -. Abbreviated Legal C 62 F / LOTS 2, 3, 4, 5, 6, 7, 8, 9, 10, AND 11, BENNETT'S INTERURBAN TRACTS 1JNREC Assessor's Tax Parcel Number(s): 073300 -0010 -02, 073300- 0020 -00, 073300 - 0025 -05, 073300- 0030 -08 (� THE GRANTOR Cedar Grove Properties, LLC, a Washington Limited Liability Company for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to Doak Homes, Inc, a Washington Corporation the following described real estate, situated in the County of King, State of Washington. LOTS 2,3,4,5,6,7,8,9, 10 AND 11, BENNETT'S INTERURBAN TRACTS UNRECORDED. SEE ATTACHED EXHIBIT "A" FOR FULL LEGAL DESCRIPTION Subject to Easements, Restrictions, and Reservations of Record. Dated I Cedar Gr ve r er es, C Mar in L. Vortman, ` f S S O a em e r STATF.OF Washington } County of 1C, l N G } SS: I dertify that I know or have satisfactory evidence that Marliu L. Vortman . is/eve the person(+ who appeared before me, and said person(s) acknowledged that he signed this instrument, on oath stated he is/are authorized to execute the instrument and acknowledge it as the Sole Member of Cedar Grove Properties, LLC to be the free and voluntary act of such party(ies) for the uses and purposes mentioned in this instrument. Dated: �.�;? ► t �t• 4�� /� Notary Public in and for the State of Washington Residing at W A My appointment expires: '0```�.� 0 i� ZZ I Z M W QQ JU 0 CO 0 W= H C W W O 9 -1 IL CJ) a = W ZF— F— O W F— UJ U� ON � I— W F- �. O W Z U_ p _ O Z CHICAGO TITLE INSURANCE COMPANY Order No.: 001168930 LEGAL DESCRIPTION PARCEL A: THAT PORTION OF GOVERNMENT LOT 6 AND THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 10 AND THENCE RUNNING SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 10, 1168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF PROPERTY RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT COMPANY BY INSTRUMENT RECORDED AUGUST 7, 1913; THENCE EAST AT RIGHT ANGLE ALONG THE SOUTH LINE OF SAID RELEASED LANDS, 924.51 FEET TO A MONUMENT SET AT THE INTERSECTION OF SAID RELEASED LANDS WITH THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY; THENCE SOUTH 13 0 05' EAST ALONG THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY 82.14 FEET TO A LINE PARALLEL TO AND 80 FEET SOUTH OF THE SOUTH LINE AFORESAID RELEASED LANDS AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 13 0 05' EAST, ALONG THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY 236 FEET; THENCE NORTH 76 0 55' EAST, PERPENDICULAR TO SAID HIGHWAY 200.29 FEET, MORE OR LESS,. TO THE WESTERN MARGIN OF THE RIGHT OF WAY OF THE PUGET SOUND ELECTRIC RAILWAY; THENCE NORTHWESTERLY ALONG SAID WESTERLY MARGIN OF SAID RIGHT OF WAY 201.43 FEET, MORE OR LESS, TO SAID'LINE PARALLEL TO AND 80 FEET SOUTH OF THE SOUTH LINE OF AFORESAID RELEASED LANDS; THENCE WEST ALONG SAID PARALLEL LINE AND 80 FEET SOUTH FROM THE SOUTH LINE OF RELEASED LANDS 168.23 FEET',...MORE OR LESS, TO' THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON FOR STATE HIGHWAY NO. 5 -M BY DEEDS RECORDED UNDER RECORDING NUMBERS •3122159 AND 3120159; AND EXCEPT FOR PORTION DEEDED TO THE STATE OF WASHINGTON FOR SOUTH 116TH STREET EXTENSION BY DEED RECORDED UNDER RECORDING NUMBER 3120159. (ALSO KNOWN AS LOTS 2, 3, 4 AND;5, BENNETT'S INTERURBAN TRACTS ACCORDING TO THE UNRECORDED PLAT THEREOF, LESS STREETS.) PARCEL B: THE NORTH 46 FEET AS MEASURED PERPENDICULAR TO THE NORTH LINE OF A TRACT, DESCRIBED AS FOLLOWS: A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: L MALI /xDA /0999 I Z J_ Z '~ W �0 UO N co ui J CO LL W O. �QQ u- co) = �W Z F- Z� �5 U� ON o f- WW Z Ho LL O Z W co O H 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 Eu Ecni C /RDA /0699 �iti _ _ . � ::i,.•;, t.c::.ti ::C' �" axe: a' r��L' it;., i �: �,; �» yyrsy�; �� ;rii.is+rxx+7i,e�namxaxaza«xMn . Z �}' Z �W UO N 0 C0 Lu J = NW WO u . N� 2 �W Z I- F- O Z F-. W W U� O -. 0H WW H o. L" O .Z W U= O H- Z CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: c 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 THE NORTH 46 FEET AS MEASURED PERPENDICULAR TO THE NORTH LINE OF SAID TRACT; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3124198; (ALSO KNOWN AS A PORTION OF TRACT 7, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TOGETHER WITH A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10, AFORESAID, 1,168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST 7, 1913; THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE OF THE SAID RELEASED LANDS WITH EAST MARGINAL LINE OF PACIFIC HIGHWAY; THENCE ALONG SAID HIGHWAY LINE SOUTH 13 0 05'00" EAST 407.14 FEET TO POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 0 05'00" EAST ALONG EAST MARGINAL LINE OF PACIFIC HIGHWAY 80 FEET; THENCE NORTH 76 0 55'00" EAST PERPENDICULAR TO SAID HIGHWAY 263.13 FEET, MORE OR LESS, TO WESTERN MARGIN OF RIGHT -OF -WAY OF PUGET SOUND ELECTRIC RAILWAY; TOWNSHIP NORTHWEST ALONG SAID WESTERN MARGIN OF SAID RIGHT -OF -WAY 86.85 FEET, MORE OR LESS, TO A LINE 80 FEET FROM AND PARALLEL TO SOUTH LINE OF THIS TRACT; THENCE SOUTH 76 0 55'00" WEST ALONG SAID LOT 80 FEET FROM AND PARALLEL TO SOUTH LINE 229.38 FEET, MORE OR LESS, TO POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3124198; (ALSO,KNOWN AS A PORTION OF TRACTS 8 AND 9, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF); E{LEGALC /RDA /06139 I� Z iF- Z . �W �U UO to C3 WW J �2LL WO LLQ co = f.. W Z F- F- O Z E- W 25 U 03_ �H W W �U u" O W Z U cl) O F- Z 1 Y CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION s Order No.: TOGETHER WITH A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST Z QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M�:, DESCRIBED AS Z FOLLOWS: W i BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 J U EAST, W.M.; U THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10 N W AFORESAID, 1168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE J r LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST N.O 7, 1913; W THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS F_ 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; co d THENCE SOUTH 13 0 05 1 00" EAST ALONG SAID EAST MARGINAL LINE OF PACIFIC HIGHWAY W 487.14 FEET, TO POINT OF BEGINNING OF THIS TRACT; Z = THENCE SOUTH 13 0 05 1 00" EAST ALONG SAID EAST MARGINAL LINE OF PACIFIC HIGHWAY 0 O 80 FEET; W THENCE NORTH 76 0 55 1 00" EAST AT RIGHT ANGLES 267.51 FEET, MORE OR LESS, TO THE j' EAST BOUNDARY LINE OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF U o SAID SECTION 10; 0 N THENCE NORTH 00 °04'10.7" WEST ALONG SAID EAST BOUNDARY OF SOUTHWEST QUARTER 0 W UJ OF THE NORTHWEST 1/4 49.52 FEET, MORE OR LESS, TO THE WEST MARGIN OF THE 2 U RIGHT -OF -WAY OF PUGET SOUND ELECTRIC RAILWAY; F- THENCE NORTHWEST ALONG SAID WEST MARGIN OF SAID RIGHT -OF -WAY 35.35 FEET, Z MORE OR LESS, TO A LINE 80 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS U to TRACT; THENCE SOUTH 76 0 55'00" WEST ALONG SAID PARALLEL LINE 263.13 FEET, MORE 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, 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 L• lASHINGTON,DEPARTMENT OF•HIGHWAY'S ENGINEER'S STATION (H.E.S.) 4 +20 AS SHOWN ON SHEET 4 OF PRIMARY STATE HIGHWAY NO. 1 (SR -99) FOSTER INTERCHANGE TO SOUTH 118TH STREET, NOW KNOWN AS SR -599, ALL BEING LOCATED IN GOVERNMENT LOT EXLEGALC /RDA /0699 CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: 5 AND GOVERNMENT LOT 6, IN SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST OF Z W.M., AND ALSO IN THE NORTHWEST QUARTER OF THE SOUTHWEST QUATER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST OF W.M., IN KING COUNTY, WASHINGTON. �- W U' uJ J �. c LL, WO 9Q at F- W Z k. 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F- W 0 W U� CO OH W FF_ U_ O LLI Z CO O F- Z \' Return Address: Doak Homes, Inc. 11812 - 26th Ave. SW Burien, WA 98146 Title: PRIVATE DRAINAGE EASEMENT AGREEMENT Grantor: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantee: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantors Legal Description: LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, R4E, W.M., KING COUNTY, WASHINGTON. Grantees Legal Description: LOTS 3 THROUGH 11, INCLUSIVE, 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 Page 1 of 3 CITY OF OF JAN 0 5 ?nnq Pthtivii i %..cav i an INCOMPLETE T R # Z ~ W 0 JU 00 Cl) 0 C0 W LU U) a. w �-j U- cl) =. = a. �w z �- O z F-. U� ON 0 F- W W � �. !6z U� 0 H O z PRIVATE DRAINAGE EASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) in fee simple of lots 4 through 10, inclusive, described in the attached Exhibit A ( "Grantor" herein), and lots 3 through 11, inclusive, described in the attached Exhibit A, ( "Grantee" herein). For and in consideration of the mutual covenants and agreements hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: Grantor hereby defines, declares, grants and conveys to Grantee, it's heirs, successors and assigns, a non - exclusive perpetual Private Drainage Easement over, across, along, in, upon and under that portion of said Grantors land described as follows: The westerly 15.00 feet parallel with and adjacent to the east boundary thereof of Lots 4 through 10, inclusive, as described in the attached Exhibit A; Together with the southerly 5.00 feet parallel with and adjacent to the south boundary of Lot 8, as described in the attached Exhibit A; And together with the northerly 5.00 feet parallel with and adjacent to the north boundary of Lot 9, as described in the attached Exhibit A; The herein Private Drainage Easement is granted and accepted subject to the covenants, reservations and conditions described as follows: 1. This easement is for the sole purpose of installation, operation and maintenance of a storm water drainage facility to be used for collection and conveyance of storm and surface water from said Grantees and Grantors property, together with the right for Grantee to enter said drainage easement for the purpose of installation, operation and maintenance of the drainage facilities contained within. 2. Maintenance costs of the drainage facility constructed within said easement shall be borne solely by Grantee, their heirs, successors or assigns. 3. The amount and type of maintenance to be performed on the drainage facilities shall be determined by majority vote of the lot owners. Each lot shall have one vote regardless of the number of owners owning any lot. For the purpose of maintaining the drainage facility within said easement, each fee simple owner using the drainage facility shall be assessed a proportional share of the actual cost of such maintenance. Such assessment, together with interest thereon, and costs of collection as herein provided, shall be a charge and become a continuing lien on the owner(s) land on which assessment is made and shall be the personal obligation of said owner(s) at the time the costs are incurred which form the basis of the assessment. If any assessment is not paid within thirty (30) days after it is due, the assessment shall bear interest from the due date at the rate of twelve percent (12 %) per annum and any of the said Page 2 of 3 _.,.�.'. «. �uxs ss J+ Gt�itiitwGa *:uuti;�.sa.�c- awwa:`:. tai.+ Jr: xcl fsy3 tiiSCrrR. iFul �ti> a` Y_ NC. �_nN3`4..ki4 z z �w JU U0 Cl) CO W J = H N .U- w LL CO =w z� �0 w 2� U 0 - 01-- W LLJ LL ..z W U= 0 z 1 i i i s i .4 PRIVATE DRAINAGE EASEMENT AGREEMENT, continued owner(s) may bring an action at law against the person or persons obligated to pay the assessment and interest, costs and reasonable attorneys fees of any such action shall be added to the amount of such assessment and all such costs shall be included in any judgment. The lien of the charges provided for in this instrument shall be subordinate to the lien of any bonafide mortgage or deed of trust. The herein easement and covenants may be amended only upon the written agreement of the Grantor and Grantee herein. This easement shall run with the land and shall be binding on all parties having or acquiring any right, title, or interest in the land described herein or any part thereof. GRANTOR AND GRANTEE by: Darryl Doak, Sr. Date: STATE OF WASHINGTON ) )ss. COUNTY OF KING ) GRANTOR AND GRANTEE by: Estrella M. Doak Date: On this day of January, 2006, before me a Notary Public in and for the State of Washington, personally appeared Darryl Doak, Sr. and Estrella M. Doak, to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in the instrument, and on oath stated that they were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Notary Public in and for the State of Washington, residing at My commission expires: Page 3 of 3 z Z � D JU UO N o U) J H W.U. w O U. = �. w z= f- O Z �- w LIJ �p 0 CO: o �- w O - z ui C U O ~. z FXHIBIT A LOT 3 That portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; EXCEPT the south 101.00 feet, as measured perpendicular to the south line thereof; AND EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for that portion lying north of the south boundary of the lands deeded to the State of Washington for the South 116 Street Extension by Deed recorded under recording number 3120159. (Also known as that portion of Lot 2 lying south of South 116` Street and Lot 3 of Bennett's Interurban Tracts, less streets.) LOT 4 The north 52.00 feet of the south 101.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 and the southwest, quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter' of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; �'' c i ..i...._,,....a....�a: .:' Sri. �, �, xwt ,'a4 �:av . .. � i. z '~ w o: 2 D 00 (00 CO w J = H CO) u_ w �-j LL j � d = w z� f— O z f-- w w U ON O !- wW LL O wz co 0 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 recorded under recording numbers 3122159 and 3120159; w W AND EXCEPT for portion deeded to the State of Washington for South 116' Street Extension by v Deed recorded under recording number 3120159. v o C O (Also known as Lot 4, Bennett's Interurban Tracts, less streets.) co w W LOT 5 CO u- uj O The south 49.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 u- and the southwest uarter of the northwest quarter of Section 10 To q q Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: N D Beginning at the northwest corner of said Section 10 and thence running south along the west line of t _ the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of ? F— land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded z O August 7, 1913; w w Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument D p set at the intersection of said released lands with the east marginal line of the Pacific Highway; p U) Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line o H parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; = w Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 1 55' East, perpendicular to said highway 200.29 feet, more or less, to the western u. O margin of the right of way of the Puget Sound Electric Railway; w N Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said F v— . line parallel to and 80 feet South of the South line of aforesaid released lands; O Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 z feet, more or less, to the True Point of Beginning; EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South I I O 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; H.W�.w �.�ae .i.,s.ev.4..i..„x i.,w.,mi..: A. �r:::.a �. rM 9irf .L4vrvi: ai.�wFWlxn:3..l if,l;ii tfx RJiuwa�✓A •••• • .." ' •• .•� �f'' ' Y �.'? it( i. Lti.. G:. iisN. t: 'alirr:4llN_YlY�llh.�cL:4.JVisYi .�Ckt:#W r i EXHIBIT A, continued. Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 °55'00" East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 229.38 feet, more or less, to western margin of said right -of -way 93.68 feet, mor or less, to a line 89 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 6, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 7 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 °55'00" East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 229.38 feet, more or less, to western margin of said right -of -way 93.68 feet, more or less, to a line 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT the north 46 feet as measured perpendicular to the north line of said Tract; AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; z Z 00 U �_ H CO U. w 0 U- U) = 0 �-w z F- HO z F- w W U� 0- � 1- ww H �z ui co O ~. z J' 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. z _ ,�— w 2 LOT 8 0 The north half of tract of land in the southwest quarter the northwest quarter of Section 10, Township U) p 23 North, Range 4 East, W.M., in King County, Washington, described as follows: w = Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; N Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a — O 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; U 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 = d Pacific Highway; ua Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 407.14 feet to the Z Point of Beginning of this Tract; z 0 Thence South 13 1 05'00" East along the east marginal line of the Pacific Highway 80 feet; w w Thence North 76 °55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western v o co margin of the right of way of the Puget Sound Electric Railway; o Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line — UJ 80 feet from and parallel to the south line of this Tract; V Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, LL, ~O more or less, to the Point of Beginning; z ui U� EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording 0 number 3124198; z (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 1 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; EXHIBIT A, continued. Thence North 76 °55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 9, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 10 The north 40.00 feet of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east boundary line of the southwest quarter of the northwest quarter of said Section 10; Thence North 00 °04' 10.7" West along said east boundary of the southwest quarter of the northwest quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric Railway; Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 10, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. z �Z �w 2 D U ND co w J = F- CO u_ w O w? co =w ~_ ? F- 1- z F- w w U0 O N 0 1-- w uj O z w co O z EXHIBIT A, continued. LOT 11 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 1 05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east boundary line of the southwest quarter of the northwest quarter of said Section 10; Thence North 00'04'10.7" West along said east boundary of the southwest quarter of the northwest quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric Railway; Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of Beginning; EXCEPT the north 40.00 feet thereof; AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 11, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. z �Z '~ w JU 0 0 , N J = H �w w U. C b = w ? �— ZO W D0 U O U): o H- wW LL O w z CO O z y� Me COPY P X - ",.�r,, f11/1 ens. 'e Return Address: Doak Homes, Inc. + 11812 — 26th Ave. SW Burien, WA 98146 Title: UTILITY EASEMENT AGREEMENT Grantor: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantee: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantors Legal Description: LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, R4E, W.M., KING COUNTY, WASHINGTON. Grantees Legal Description: LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, R4E, W.M., KING COUNTY, WASHINGTON. Section, Township, Range: Section 10, T23N, R4E, W.M. Tax Parcel Number(s): 0733000010, 0733000020, 0733000021, 0733000025, 0733000030, 0733000031, 0733000032 ,0733000033,0733000034 CITY OF TU Pagel of 3 KWILA JAN 05 200 PERMIT CENTER INCOMPLETE LTR# Z �... Z W D U O CO co W J = CO W W O. a_ a co a = W z �. F- O' w 0o U ON a E- = U: u- O ..z UN O z L UTILITYEASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) in fee simple of lots 3 through 11, inclusive ( "Grantor" herein) and lots 3 through 11, inclusive ("Grantee" herein), described in the attached Exhibit A. For and in consideration of the mutual covenants and agreements hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described lands do hereby define, declare, grant and convey to themselves and each other, the present and future owners of the lands described in the attached Exhibit A, A non - exclusive perpetual Utility Easement over, across, along, in, upon and under that portion of said Grantors land described as follows: The westerly 10.00 feet parallel with and adjacent to the east boundary of Lots 3 through 11, inclusive, as described in the attached Exhibit A. 2. This easement is for the sole purpose of the construction, use, and maintenance of utilities, together with the right of ingress and egress for such purposes. 3. Said easement is subject to a utilities easement in favor of any electric, telephone, television cable, gas, water, or sewer company, public or private, or their permittees or assigns to install, construct, operate, maintain, alter, and repair their respective utilities for servicing grantees property, together with the right of ingress and egress for said purposes. 4. Routine maintenance and repair costs of the utilities constructed within said Utility Easement shall be the sole responsibility of the owner of the lot(s) serviced by the utility. 5. The herein easement and agreements may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title, or interest in the land described herein or any part thereof. Page 2 of 3 z Z o 7- JU UO (/)0 ww J = � W LL CI) Y �_w z ZO W U� O- o F- w F_ - �O w z W z UTILITY EASEMENT AGREEMENT GRANTOR AND GRANTEE by: Darryl Doak, Sr. Date: GRANTOR AND GRANTEE by: Estrella M. Doak Date: STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this day of January, 2006, before me a Notary Public in and for the State of Washington, personally appeared Darryl Doak, Sr. and Estrella M. Doak, to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in the instrument, and on oath stated that they were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Notary Public in and for the State of Washington, residing at My commission expires: Page 3 of 3 Z �Z �W QQ � W D UQ N a. w= J N U- 0 J LL ?. d Z W'1 z� o. Z 2 5 U� O N. 0 E- Ww s �F ui Z U= O Z EXHIBIT A LOT 3 That portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Q Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: z 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 v land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded 00 August 7, 1913; cn 0 Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument J = set at the intersection of said released lands with the east marginal line of the Pacific Highway; N w Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line w O parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western N w 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 Z = line parallel to and 80 feet South of the South line of aforesaid released lands; 0 Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 w ~ feet, more or less, to the True Point of Beginning; j 5 co EXCEPT the south 101.00 feet, as measured perpendicular to the south line thereof; 0 AND EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds w W 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 p Washington for the South 116 ' Street Extension by Deed recorded under recording number 3120159. iii Z UN (Also known as that portion of Lot 2 lying south of South 116` Street and Lot 3 of Bennett's p H Interurban Tracts, less streets.) Z LOT 4 The north 52.00 feet of the south 101.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August, 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; .... ..�_.. � _�+....._s._� 1... .. .... a...:�....'� �5::»...�.u= :+w_w:u.� �s3�i. LS y�: r3.• tcL..: i."L.vw.+.t:.�:i:,SLn�t' r.Li�:..taLC7iiSC r..•• jw,.:KlrFwe }d' vim.` '1ta�F.4aa19 �,��d`�" 377;naCill9" - �: •: ;1' '� ..+�+ziwic'w t. C �� "'':�:�, •* 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 recorded under recording numbers 3122159 and 3120159; w AND EXCEPT for portion deeded to the State of Washington for South 116' Street Extension by v Deed recorded under recording number 3120159. 00 C O (Also known as Lot 4, Bennett's Interurban Tracts, less streets.) co w U _ H LOT 5 N u- w The south 49.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 Ua and the southwest quarter of the northwest quarter of Section 10 Township 23 North Range 4 East q q � P � � U- � W.M., in King County, Washington, described as follows: co CY Beginning at the northwest corner of said Section 10 and thence running south along the west line of w the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of z N land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded z 0 August 7, 1913; UJ Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument j p set at the intersection of said released lands with the east marginal line of the Pacific Highway; co Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line o F- parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; = U Thence South 13 1 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 L margin of the right of way of the Puget Sound Electric Railway; w 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; 0 Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 z feet, more or less, to the True Point of Beginning; EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South 116` Street Extension by Deed recorded under recording number 3120159. (Also known as Lot 5, Bennett's Interurban Tracts, less streets.) LOT 6 The north 46.00 feet, as measured perpendicular to the north line of a Tract, described as follows: A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; EXHIBIT A, continued. Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 °55'00" East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 229.38 feet, more or less, to western margin of said right -of -way 93.68 feet, mor or less, to a line 89 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 6, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 7 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 °55'00" East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 229.38 feet, more or less, to western margin of said right -of -way 93.68 feet, more or less, to a line 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT the north 46 feet as measured perpendicular to the north line of said Tract; AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; z �w D UO Co ❑ co uj J = H CO u_. w �Q co Z) = �w z H F- O z F- U.1 w U� ON ww I— H �Z ui CO O z EXHIBIT A, continued. (Also known as Lot 7, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. z _ �w LOT 8 0 The north half of tract of land in the southwest quarter the northwest quarter of Section 10, Township N p 23 North, Range 4 East, W.M., in King County, Washington, described as follows: w = Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; —i t-- Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a N 0 L w 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 u_ set at the intersection of said south line of the said released lands with the east marginal line of the = CY Pacific Highway; F- _ 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; z O- Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; W UJ Thence North 76 °55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western v 0 margin of the right of way of the Puget Sound Electric Railway; O 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; U Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, u_ ~O more or less, to the Point of Beginning; z w co EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording 0 number 3124198; z (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; EXHIBIT A, continued. Thence North 76 °55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 9, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 10 The north 40.00 feet of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east boundary line of the southwest quarter of the northwest quarter of said Section 10; Thence North 00 °04' 10.7" West along said east boundary of the southwest quarter of the northwest quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric Railway; Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 10, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. z z uj � D U UO CO to uj J � Co u- w U- ? co =w z� 25 D0 U co o t-- ww U. O ui z U= O z EXHIBIT A, continued. LOT 11 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: z Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; u Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a M stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish t� v Investment Company by instrument recorded August 7, 1913; 0 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 south line of the said released lands with the east marginal line of the W H Pacific Highway; to u_ Thence South 13 1 05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the w O Point of Beginning of this Tract; Thence South 13 1 05'00" East along the east marginal line of the Pacific Highway 80 feet; U. Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east (0 d boundary line of the southwest quarter of the northwest quarter of said Section 10; w Thence North 00'04'10.7" West along said east boundary of the southwest quarter of the northwest z quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric z O Railway; w Uj 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; U co Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of o (- Beginning; w w M EXCEPT the north 40.00 feet thereof; O .z w to AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under U recording number 3124198; p F z (Also known as Lot 11, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. ~ PERMIT COORD COPY _. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -425 DATE: 05 -01 -07 PROJECT NAME DOAK HOMES, LOT 8 SITE ADDRESS 11635 35 LN S Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTM Billing ivision Fire Prevention F Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 Complete 21" Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTI G: i Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 05-31 Approved ❑ Approved with Conditions❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: Documents/routing slip.doc 2.2"2 z �z �w QQ J0 00 N CO J I✓ �2LL w 9� LLQ = F w Z f- ZO w LIJ �o U ON off w U- O .z w CO 0 O z ��ERfVIIT COORD CORY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -425 DATE: 03 -23 -06 PROJECT NAME DOAK HOMES, INC. -- LOT 8 SITE ADDRESS 11635 35 LN S Original Plan Submittal X Response to Incomplete Letter # 1 X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS- J idig ANion Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETE RMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 03 -28-06 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: 01 APP ROVALS OR CORRECTIONS DUE DATE: 04 -25-06 Approved ❑ Approved with Conditions❑ Notation: Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentstrouting slip.doc 2.2"2 ;t .c. .:�.•. ':c�`�+�yov�. „rx;�'e: ; �F; � '.:«p;. :uu'rv;:;:�•:1y:,; y.a�t:ss;� �?,.ratL,,,siyv a.%:�ti;5ww:..+,.,.va.isu;W�u.t x;:itu �tau:t`: -i.<a. vri»�� <w. �«,«.., ❑ No further Review Required z Z �w QQ JU UO Na J H S2 w w �Q rn = �. w z Zo w UC) O� D I— wW u. O ..z w CO) O Z PERMIT GOOD GC PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 - 425 DATE: 03 -01 -06 PROJECT NAME DOAK HOMES, INC. SITE ADDRESS 11635 35 LN S, LOT 8 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DE ,i Bu'ildJng ki n Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete ❑ Incomplete Comments: DUE DATE: 03-02-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: { E Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.28 -02 DUE DATE: 03 -30-06 Not Approved (attach comments) ❑ z �z 0 CO o . co W J H Lo U- w� U? � =w z� Z0 UJI5 U O 0. 0 I— wW H� U-- O ..z w U= O z PERMIT OOORD COP'S PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -425 DATE: 01 -05 -06 PROJECT NAME DOAK HOMES, INC. SITE ADDRESS 11635 35 LN S, LOT 8 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTME I Anr vl`e� " Buii nA ision Fire Prevention , _j Planning Division Public Wor s rD � Structural F Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-1 0-06 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU� ING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions❑ Notation: REVIEWER'S INITIALS: DUE DATE: 02-07-06 Not Approved (attach comments) 1�f DATE: Permit Center Use Only CORRECTION LETTER MAILED: u �� Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenls/roulinu slio.doc 2.28 -02 z z �w �0 UO UU C0 LU J = f— N LL w LL = C = w z� 1= 0 w LU U� O- 01..- WW H I-- �O w z U= O~ z EMIT DOORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -425 DATE: 11 -29 -05 PROJECT NAME DOAK HOMES, INC. SITE ADDRESS 116xx EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Buill� (so Fire Prevention Planning Division Public Works d Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-0 Complete ❑ Incomplete d Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: �(t7�� b� LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 4 TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 12-29-05 Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/roulins slip.doc 2 -28-02 1'' •. .:I:' .n. .. .. '<}....�i � «:J -,•.1. 'r l..ilt..�•� .. t: . yi «tii.R:CV.U:+:+�t a�. �Fti1. 4... 4.:.: I: ntK. M' a�a. UiC, v.:: i.. �W lil74'Jiyi..iiti;lii�.i::t�lw+ )uu ��u:'.7.J(�1u ]�a+i.4++.7N+GJlr.kn:ui r. e. \La£lva�4x>i+� L., ❑ No further Review Required z i� if— w JU UO C l) J = F- �LL w UQ = a �w z ZO III U� O N o I!- w �O z v =. o F- z PROJECT NAME: PERMIT NO: SITE ADDRESS: jjjQ ORIGINAL ISSUE DATE: 0?5•;al.0w REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: e 2D TVI 5 AK61 1, Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (pease print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received b (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summuy of Revision: Received by: kpiease print �YfiA1Y�11 � 't+R4b'�1k11M}�1'71t�MA't'I�'9: W�PK77;19�KSts4�: '+A'^tR7J3al.T *ikS's"•t"tl"�" 7m±! �. �+ asnsi' S' 94tN^ �, CSK�atk}+':'"^ t" s'.^; ror(; 7 +,' a'' dSY�L: Fx�S' �'k3. +/?�'.wCt!r�*��ry " ;'��`� ` . ��5:� .�..rr.i���,r i i i . .r+ �r �� w w,...w +.x.e ,ww.n..:«......ew:.+.� ......+... w..•+.....o..••.....uc..w...o . - - ��� I I t� z �z Cr w 00 N o J = 1-^ W� w LLQ to =) 1 �-w z F— O z F-- w �5 U� 0 CO oI-- wW f- u. O w z 0- O z City of Tukwila S teven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206431 -3665 Web site http : /fwww.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail fax; etc.' Date: d Plan Check/Permit Number: dos q as ❑ Response to Incomplete better # ❑ Response to Correction Letter # �� �C Revision # after Permit is IssuedAY 0 1 2007 ❑ Revision requested by a City Building Inspector or Plans Examiner . •r Project Name: 3S 6& e- ' Project Address: J 3 s L-A S . I 41 �11a (/�fi g i > i Contact Perron: Phone Number: 3� 2 Z - r3Q Summary of Revision: _Gt�YVI �ji ✓l �� �1�t C.��"C'1 �c'c �%L�C� iyCw 1 b o&( r . t )(DvOtLL washl d l Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on Nifflicationstom-appl on linevevision submi Created: 8.13.2004 Revised: .twku�w+;�n�t. •r.�:.a: �A' '�w.:i +�q. s�, .:..�.�h` ...:,..... �: La,:.:' ;trF:.a�.;..'.�:c:ti'u�i�!.:t«G� .. ;c�,;;dc�3aJaazYivati:�.,� u z w Q QQ : 2 JU 00 ND J= CO u- W �Q u_ CO d z� z� WW U ON o�- WW LL Z W CO O z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: h1tp :11www.ci.tukwi1a.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION S' J MMTTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: '3 - 23 - 0 (� Plan Check/Permit Number: �j� �IZS `` ftegNM 14 Response to Incomplete Letter # I Ct19/ OP rUl [ Response to Correction Letter # �� MAR Z 3 2006 ❑ Revision # after Permit is Issued p.F R r Aa T CENTER Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: I I �/7 Contact Person: D (-YL TO/-U-- I Phone Number: 3 1 6`f Summary of Revision: _l - fttcr� orc `issues '1n f i � - IM �e Lurk w'�'Gi �A - J�� ,/'?M O ! 1 k-e 40 S (f(, T t(',M . �✓l K Orly U I U? - V <I/wc �1 _ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \appi ications orms- applications on lineVevision submittal Created: 8 -13 -2004 Revised: Z �Z '~ w � D JU 0 U 0 i CO LL w wQ Y �w Z H t- O Z F-- w w U� ON off U1 LL O w Z U= O Z 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: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Nctr � UC I Project Name: Plan Check/Permit Number: �) D5 ^ 9 Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner It O-oMI --5 O a V UUtA MAR 0 1 2006 "EF?MIT CFEVTES Project Address: 3 s - 3 S 6 �q �� Z Contact Person: Phone Number: 2-yG ? 2 Summary of Revision: Sybm -W ✓��ire� 1 '�vt°_�% �'l�' �2S Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: l Entered in Permits Plus on O'�; 101 I -( D \applications \Forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: ..�l:a'... w3:. %Ji.- i;a:.aS::. iil'awb$µt:i'wl4Lw LJSiiJf.F'� '.Ai iN'.sSa1c11:.C'WYeYR14n.?'el:.} 4N Ystfi.'JI.J. 'b mni:7u Yyil +'iiL d 1� +{d+. k i'''i`2➢.�..�,• Z z . W � D JU UO WF- S2 LL W O �J U. s` �w z 1— O W �5 U� O 0H u1 W U !o w Z CO O Z ILA, ti J G) 1908 City of Tukwila Steven M. Mullet, Mayor Department of Contunnnity Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http : / /tivmv.ci.titbvila.tiva.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: 1- Plan Check/Permit Number DO5 -425 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. Project Address 116 i Contact Person Darryl E. Doak Sr. Phone Number: i Summary of Revision: TUNYVILA t t r�c�tv�n JAS i' PERMIT CE NTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: bkaa— Entered in Permits Plus on ppli cation s \forms- applications on line revision submittal Created: 8 -13 -2004 Revised: ..�„ 7 .,:t._ ,; J;;w i.l.k«.ei;:.; tAU .:_i;4l.u.:'c' u 'i1.ptSc s,. §t�;:aw ,Y t � "i:J.�s�:.ii�.�u:d1+:+:' «�.• iii<.: isWstiEntA:' sti: i+'' �L el;. �. l+. noJ. 1. N: te.. hkr� .'i.iiilfS.lL/.i..�.a.ku.�', '. M1ki `.''.�ti, +?"iiX�S'.�'��kHSt �.� 7t�V ..f. b' +;t +:t1 + +. z 2Z �w 2 JU UO CO CO W J = F-- N LL WO �J LL Q �D = F- W z P ZO W w U� OW OF- LU Lu F� �Z ui U= O F- z City 6X ' Tukwila S teven M. Mullet, Mayor Department of Public Works James F. Morrow, P.E., Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us WATER METER INFORMATION Parcel No.: 0733000031 Permit Number D05 -425 Address: 11635 35 LN S TUKW Issue Date: 03/31/2006 Suite No: Permit Expires On: 09/27/2006 d DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,221 SQ FT SINGLE FAMILY RESIDENCE, 240 SQ FT ATTACHED GARAGE AND 232 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. See D05 -422 for erosion, right -of -way work, private water main extension. TOTAL WATER FEES: $2,822.00 0 Z if' Z �w D 00 C l)o J = F- Wu- w 0 95 LL cf) = �w ` z F- F- O Z F- �5 U 0� 0 F- w F- H U- Z U= O F-. Z doc: PWWATER D05 -425 Printed: 03 -31 -2006 METER #1 METER #2 METER #3 I Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204eO6 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 i $25.00 $0.00 $0.00 i Subtotal: $0.00 $0.00 $600.00 Cascade Water Alliance (RCFC): Y $2,222.00 $0.00 $0.00 TOTAL WATER FEES: $2,822.00 0 Z if' Z �w D 00 C l)o J = F- Wu- w 0 95 LL cf) = �w ` z F- F- O Z F- �5 U 0� 0 F- w F- H U- Z U= O F-. Z doc: PWWATER D05 -425 Printed: 03 -31 -2006 wwW VI 1N Q ilk 11 I t e., 14,6 4-12 I I q i t �>P-oucr wn".G L,6T 33 Coco I D ----------------- - k vv - +eA- . 0 (: . _,ps - L -, V" W. )VO Flo "cU- i5' � C'V 'L-OT 3:3ax� 3 000 Z b w a %-vo \r\, 7 4 L ' — LOT 4 V-j It ........... . 6 ti 5-. o g - I " -L I-ou 3 11+ 2- Z- 4 a -3 .44(o 42.6 0r 4 'k vx O L- 0- LUe- Z w L) L) 0 Cl) 0 CO LLI LU U. w 0 U- 3: LLI F- 0 z �- LU LLj 2 5 D 0 (.) Cf) 0— LLI w C. ) U- p Z L) CO O z Department of O Natural Resources and Parks Residential Sewer Use Certification Wastewater Treatment K 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 ba 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 �i� 1 � /� vy�i�r' �y C (Last, First, Middle Initial) Property Tax I.D. Number Subdivision Name Subdiv. # Lot # Block # Building Name (if appllcable) Property Street Address City, State, Zip 7 Owner's Mailing Address (If different from above) Owner's Phone Number a c /Z -- d5' Property Contact Phone Number Party to be Billed S'`� (if different from owner) Party's Mailing Address City or Sewer District Z14 /e/ u Date of Connection Side Sewer Permit # Demolition of pre - existing building? ❑ Yes ❑ No Type of building demolished? Sewer disconnect date? Please check appropriate box: &Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces Folr King County use:,, Account, # Monthly Rate ` -Six Month Due 1 . f . r f t. t t , a' .,.'!! , t � , i ��� a� . try � '�� '•. <ti�t Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 x 0.64 = _x 1.0= For condominiums, please fill out Supplemental Form A In addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission orrected data for determination of a revised capacity charge. Signature of Owner /Representative Date Print Name of Owner /Representativ 11/� 1057 (Rev. 7/02) White - King County f9ellow - Local Sewer Agency Pink - Sewer Customer l,, �'{+!1; - M�,!`t?N,1al'dX!it•"d' ail' aal txw„° ce^ Yw:±, Y u" JtNr" G4YV7rRay. lt+ �¢ R: Y^ tro t+ CtS. �W?� r 1! s � ?ttSi'?�@!!.x�F'+..'� `�M�9S'hx:+'P�, � .�^ � 'r.:.,: -dk: 1..:+� :•....siu...,.t.'.L:... : .,%at..r�:...�ne_e..ra.�� .c.m.v I Z Z �W QQ JU UQ U) J = CO W Wo L J LL y F. W Z w� U OU) DH W W HF- Z W U= O Z M Certificate of Sewer Availability OR V .U. bp_y VVVVU Tukwi, NA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: ® Building Permit ❑ Preliminary Plat or PUD ❑ Other 13. Short Subdivision ❑ Rezone Proposed Use: .3 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: �. o 1 Phone: ;Z w e (' w_ e u Property Address or Approximate Location: Tax Lot Number: 07 3: 0 0 -- 0 Legal Description (Attach Map and Legal Description if ne j p0 r f 0� 1 3- 1 1 ) ►�t ►-� (� `'I 1 ti �C ✓` l.� v b� h T -C• `r1 Part : • Be Completed by • 1. a. Sewer Service will be provided by side sewer connection only to an existing size sewer Ct2 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. W 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: $ 10 0 a. District Connection Charges due prior to connection EV. � evv Yr� -� -P 0 GFC: $ . Sb SFC: $ 71 UNIT: $ TOTAL: $ (Subject to Change on January 1 st) . �...y vVb...�J l♦­ 1• vu1.IGAV1\, V' -GJV. -IV /1\Iy, W/ iVV.VV /IVVIV Gil ! \IG/ VG'MIrGIV1 I" ) M- Mllltw directly.by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required Maybe Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of sig ature. / � Q -- � Ll o B T y Title Date . " �� Li�:h..v/dsada;,tay;tlor(y� Z �z �w QQ JU UO v7 a W w J = H Dw w UQ Cf) = �w Z F - O Z E_ w �5 UC] O� 0 I_ wW H C.) U_ O W L) CO P_ O Z Look Up a Contractor, Electr,pi n or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License DOAKHI *092NZ Licensee Name DOAK HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601329337 Ind. Ins. Account Id 58243002 Business Type CORPORATION Address 1 11812 26TH AVE SW Address 2 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 I SC9910 Parent Company Cancelled Previous License DOAKH* *10605 Next License 08/01/2001 Associated License Business Owner Information Name Role Effective Date Expiration Date DOAK, DARRYL E SR 01/01/1980 DOAK, ESTRELLA M 01/01/1980 Company Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date Until #4 1 CBIC I SC9910 08/01/2001 Cancelled 1 1 $12,000.00 08/01/2001 #3 1 CBIC I SC9910 1 08/01/2000 1 08/01/2001 $6,000.00 Page I of 3 Z �W UO Np J H U .LL. W F 0 �J U- co) = Z F- f- O Z F- �5 U� ON 0 1•- WW HF U- F- Z W U= O F—. Z https:H fortress. wa. gov /lni/bbip /printer.aspx ?License= DOAKHI *092NZ 03/31/2006 r CRAKE DEVV4. Inc. Reserves All Legal Rights To Material On This Sheet —Subject To GriminoI Prosecution N * G O . 0 R I A r O . R NOTE AI I Z ; i ens'ons .'-" I I f✓e LFecKed Arc Ver : f i ed Prior To Go'- st;�ct +or. 4 W ALL V1f'HEJ;�E NO 1 FLOOR 066W I m FFAMED WITH W#2- AT W' oL. c FROM Tw DIVER DOFrOM PLATE TG IPPER LEVEL TOP fFER TO 2.00 4CINU FLOOR ►TtE PLATE 5d —d' To Reorder Plans M vWEWEO FOR CODE COMPLIANCE MAC - ` V107 -- --- of "MwIla F= ftma Na Dfx �l'�pael of uabn=� In � and wjwm u� f *=w ft does na &thorta3 amepbed W& cr orb. ,.� 5 0 Of a_mDMN n is `: %_ - .nes si sal be road- t Ma %fir_ - • tAwfla I�U"mq C ., r � ,,. REVISION N0.! rr o,», pm"G m PC q corweir a 2005-p GRAVE BE -9GN, Inc. U f fill s %. #9 if 111 0 U_ e � � w a r Z l t w IO /05 LOWER FLOOR 3 7/ PILM M~ 050901 _.4AJ • -AA \ A ly q � �\ O� / h lb C 2 ///- �o C, yy � O . V v� IVEIR IDE - s 'r w w �.m T R A.0 T S •Mr . � � a ' �w w VICINITY MAP NOT TO SCALE e M R O n ° o N �° I \ .3 Q �, SCALE: 1 2 PTN. NIPi /4 SECTION 10, T23N, R4E, W.M. z .. to rn o • . ( �s' y \ SQ �P�� \ / ELEV. DATUM: NA 1988 - a I SITE ADDRESS: 116 EAST MARGINAL WAY S. Y,,� pandt ft 147.0 =W • YO s \ "M t am" is 9AW W el.0 '� Y . � \ `/ Qi• Appami a mnstructian dog does �a"1aM°r�` • \ ,y ( �S \ \ (' \ of -F ._. and node or MORI 2 7438 SQ.FT. 2 SQ.FT. ( SQ.FT. 5909 i �� s V SQ.FT. 4887 Z r% N SQ.FT. 3995 SQ.FT. Q W SQ.FT. 04 D .. c�m�N 2316 SQ.FT. 1960 SQ.FT. 1960 SQ.FT. 1840 SQ.FT. r' SQ.FT. v �A "� . •— �.�� \ \ qe or T BAR EL NUMB R �v�v � � /, � \ � . / LOT 3 073300 -010 • < / oQoy�% LOT 4 073300 -020 44, / �� Q�'�� P •9.� \ LOT 5 073300 -021 Z LOT 6'073300 -025 E' • ^� 3\ •o / / & IVE \ ,' LOT — ° 't �ti• \ �� / ooh \ do \ lop ,- / SQ / 4 � 1 � . LOT 8 073300 -031 a �' $� J .- o �h \ s \ z OT 9 073300— .ea v°c / v' • �� ° P \/� �. RIVE �j' LOT 10 073300 -033 R�EDFOR W ti G 'CD \ CODE COMPLIANCE E--4 ' �� - 5 y • \�' •� �s d' \ �� LOT 11 073300 -034 0� 1~ -4 � �S �� G ZO g At=n u CIO : .� - • - 0 ;01 MAR 2 9 2006 W Ci \ \ y \ O .o / / \ F y f AR OUND TT � t`0 •SRN V µER D - \ s 9 s • /•� % �' INgTAIa- H �UK�� N ( OfTu Ka Z \ ' cn���ct y 9 '1 \ / °� / ��5�$ / ,,� , pER an s i -� s� 'o gt ill.il�ur_ nnRSTOni ��C�'. 0 \ MAR / rlane. have boon rcricwcd by t he Pl lblir I� artment for M Dc W �' r cc►nfo�maltce with current F+1 .-1 DRIVE ( `/a, c'i; - � standards. �cce tancc ' Is subject to errors and � \ - \ •��� ��k. ��p'�' emissions trl.ich do not au horiae riolation-� of .. \ ' wl y /� 9y ��, ,�0• O \ / �� adr - -� r ,ca standards or �rdinar_ccs. The P:►nsibi.'itg the .�I 00 / . or the 2dc ` au_cti of the cosign ruts totall with y fn QG / ,/ //� `� Q drs: -er. Addition,.. ce'c-: cr rr� c► r & \ / i ors o me <<'O re quire Ce d?iT oid Q _ res.,_ ..•:ttal of r,—v k-d d.a.�iags \ y y h V� s::ixe.;:.cLt -e:a` W \ \ a ceF. t Q` ,� .� pR ; / %i I �y"� q N� a EAS EN \ Find Find �.r.c is sus; t CIO to 1' 0d ira�3t:o.. bry r A poi \ S \ \ y / / o� ; /�� y 1P�' \ O / / �� DRgllV,q( F r FpR l�E :��:. Pubic lk'� its tui:: == apertor. rr� h / P��AC \ ` \ y90 00 q xer / ova �Qi�� /' \ r ` js LO'� g, 10 ND jj pz . el . oc Q� g. / Qom` / , ! ; 1( t ..�..:r. �r V / ( \�\ b0-�` \ j / y��4Y 1 Q� l i• Q� / o� GNP, re aL \� O ", —' / � \2 / ` S . � tc• ra.E,o rt " 6 �L ,y0 / P� � .• 9 1► o ff ° � _ / 6 4► \ � �, lo OF qv P / // \CF (' / � .0 /5 / oo N'I 01 Ile 40 k � V - � LOT 3 1 LOT a. 1 LOT 5 1 LOT 6 1 LOT 7 1 LOT 8 1 LOT 9 1 LOT 10 1 LOT 11 LOT AREA 7438 SQ.FT. 2 SQ.FT. 6402 SQ.FT. 5909 SQ.FT. 5432 SQ.FT 1 4970 SQ.FT. 4887 SO -FT. 4793 SQ.FT. 3995 SQ.FT. ROOF AREA 2139 SQ.FT. 2139 SQ.FT. 2316 SQ.FT. 1960 SQ.FT. 1960 SQ.FT. 1840 SQ.FT. 1840 SQ.FT. 1840 SQ.FT. 1236 SOFT. DRIVEWAY AREA 428 SQ.FT. 445 SQ.FT. 395 SQ.FT. 456 SQ.FT. 471 SQ.FT. 555 SQ.FT. 387 SQ.FT. 260 SQ.FT. 417 SQ.FT. WALKWAY(NOT COVERED) 70 SQ.FT. 70 SQ.FT. 201 SQ.FT. 93 SQ.FT. 93 SQ.FT. 40 SQ.FT. 40 SQ.FT. 40 SO -FT. 55 SQ.FT. TOTAL IMPERVIOUS AREA 2636 SQ.FT. 2654 SQ.FT. 1 2912 SQ.FT. 2509 SQ.FT. 2524 SQ.FT. 2435 SQ.FT. 2449 SQ.FT. 2051 SQ.FT. 1708 SQ.FT. IF e III 1 f L 0 co p � m a � rr liC �tLs /li7L /(13/11 /Li(1 /1 Rf7 .rive Z O 7�cTti9Sii]'I A4cces 1 ZW o 0 V ' J PU6e.i0 WORK QI 1 # Z� 0 to NOTES: A v O 1. SEE INDIVIDUAL BUILDING PLANS FOR BUILDING DIMENSIONS. H 0 2. ALL UTILITIES. INCLUDING POWER, TELEPHONE, TV CABLE. ETC., SHALL BE PLACE UNDERGROUND PER TUKWILA ORDINANCE. Z ! -( CEN `ER PROJECT' Numeet INCO 'P ET` 05011 .w SHEET 1 0F1 DOAK HOMES, INC. NWI/4 SECTION 10, T23N, R4E, W.M. GENERAL CONSTRUCTION NOTES I. Locations shown for existing utilities ore approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206 - 433 -0179. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206- 433 -0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be Washington State (grid) Coordinates, North Zone, using NAD 83/91 survey control and tied to any two City of Tukwila Horizontal Control Monuments. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 12. Replace or relocate all signs damaged or removed due to construction. 13. Retain, replace or restore existing vegetation in rights -of -way, easements, and Access Tracts. 1 Tt 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 closur must be by permit only. From the third Thursday in November to the following January 2nd, the Director does not allow lane closures in the Tukwila Urban Center. d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all times, except when Permittee has permission from the building owner and the Director to close an access. e. All roadways shall be kept free of dirt and debris using street sweepers. Use of water trucks for cleaning roadways requires pre - approval from the Director. f. Install steel plates over any trench, at any time work is stopped and the trench is left open. STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the current King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with "Dump No Waste" and either "Drains to Streams". "Drains to Wetlands", or "Drains to Groundwater ", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. SILT FENCE DETAIL NOT TO SCALE FILTER FABRIC MATERIAL 36' MAIN WE ROLLS. USE STAPLES OR MARE RINGS 70 ATTACH FABIC TO MARE. JOINTS It FILTER FABRIC SHALL BE SPLICED AT POSTS. r rides BY 14 GA. MARE FABRIC BACKING (OR EQUAL) •.•.•.. ❖.•.•.•: rx4" WOOD POSTS. STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS MATERIAL 2'4' BY 14 M MARE FABRIC OP. EQW. IN STANDARD STTRENG7H FABRIC IS USED 24'I11gd 4'x4 MIL Tia NC�L SAMLL 7RE1NCH MATH NATIVE SOIL OR 3/4' WASHED ROCK 12eM 4' VIN H_ 2 WOOD PO6T� ALT: STEEL FEWX POSTS NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED N A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARKER TO AVOID USE OF JOINTS MEN JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A 9UPPORT POST. MATH A UWAA Y 6 INCH OVERLAP. AND BOTH ENDS SECURELY FASTENED To THE POST. IL THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOIiOw THE CONTOURS (WHERE THE FENCE POSTS SHALL BE SPACED A MAXAM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (WA UY OF 12 ICI KS). OR AT 8 MA)QMRAI W HEU SACIaNG IS USED. C_ A TRENCH SHALL BE EXCAVATED ROAUGMY 4 LADES KDE AND 4 INCHES DEEP. UPSI.CPE AND A3.IACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED D. 1A04 STADAR,D STRENGTH FILTER FABRIC IS USED. A WARE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SDE OF THE POSTS USING HEAVY -OUTY MARE STAPLES AT LEAST 1 INCH LONG TIE WES M HOG RitMG& THE MAR£ SMALL EXTEND INTO THE TRENCH A MA1111" OF 4 INCHES AND SHALL NOT EXTEND MORE 11HAN 36 ROCIES ABOVE THE ORIGINAL GROUND SURFACE E THE STANDARD STRENGTH FILIM FABRIC SHALL BE STAPLED OR 1IIIRMRED TO THE PENCE. AND 12 NCNES OF THE FABRIC SHALL BE D rIEWW INTO 71HE TRDM>L THE F ABRIC SHALL NOT EXTEND MORE THAN 36 NCHES AM* THE O %wAL GWA D SURFACE Fxr.R FABRIC Siva L NOT BE STAPLED TO msTING TREES. F_ WHEN EXTRA- STREMNGTH FLIER FABRIC A..V CLOSER POST SPACING ARE USED 7W MARE MESH SUPPORT FENCE WAY BE £DATED_ N SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WED OWC11LY TO THE POSTS VAIN ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYI:G_ G_ THE TRENCH SHALL BE BAC01LlED WITH NARVE SOIL OR 3/4' -1.5' WAS ROCK H_ FILTER FABRIC FENCES SHALL BE RE1f0'WD W IEtiN THEY HAVE SERVED T'OR USEFUL PURFV _ BUT NOT BEFORE THE UPSROPE AREA HAS BEEN POVIANEWXY STA8X12ED. L FILTER FABRIC RNCES SHALL BE INSPECTED MEEDIATELY AFV. t EACH RAIFALL AND AT LEAST DAILY W040 PROLONGED RAINFALL ANY REOURM REPAIRS SHALL BE WADE IMMEDIATELY. a YAORYDUANCE: ANY DAMAGED OR C1OWW FENCE SHALL BE MAIRED/kEPLAC D MEEDIATELY. SEDMEdT MUST BE PDOONIM MIEN THE SMO MIT DEPTH IS 6 MOM OR GREATER IF CONCENTRATED FT.M ARE EADElNT UPHILL OF 1W FDM THEY MUST BE INTERCEPTED AD OONVEM D TO A SEDI MNT TRAP OR POND. CATCHBASIN L �- J SUBGRADE COMPACTED TO 957E MAX DENSITY PRIVATE DRIVEWAY CROSS - SECTION NOT TO SCALE f RESIDENCE 20' 7F J ACCESS ROAD W a O OC IL ��tlG ASpH�L 2' COMPACTED DEPTH CLASS 07 3' ASPHALT CONCRETE 4' MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE NOT TO SCALE 1 M A -hl, Project Manage /Owner: Darryl Doak, Sr. Doak Homes, Inc. (206) 372 -2280 Design Engineer. Tim Schriever, PE Alliont Engineering & Land Surveying, Inc. (425) 485 -1083 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 contractor's 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, 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. LEGAL DESCRIPTION: LOTS 3 THROUGH 11, BENNETT'S INTERURBAN TRACTS KING COUNTY, WASHINGTON. CUT 0 CU. YDS PER LOT FILL 110 CU YDS PER LOT SHEET 1 SPECIFICATIONS AND DETAILS SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN SHEET 3 GRADING & DRAINAGE PLAN RECENED CITY Or i L-WetA PERlLteT CENTER f f s N F- 4 N X Z U_ >oo C(GO) Wa Q cC� 0 C4 I 04Z0-%CN a�� Nto Op � %-.,o r u t r_ Z a i s r Z w W V Z A U Tk V ~ Z � N Zw N V Z W� E+ q z H U • CA a !Y L3 w O CQ W .O-� w 94 A co O � a 0 40 ?C • Ib 0 to ft a 0 v �_Z__� PROJECT Mum 05011 SHEET 1 OF 3 GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including 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 Directors approval, remove all sediment deposition resulting from project- related work. 10. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans and specifications and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. 11. As the first order of business, the Permittee shall install erosion prevention and sediment control measures per the ESC and shall install the downstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall at all times protect sensitive areas, their buffers, and adjacent private properties and public rights -of -way or easements from damage during grading operations. The Permittee shall restore, to the standards in effect at the time of the issuance of the permit, sensitive areas, their buffers, and public and private properties and improvements damaged by the Permittee's operations. 13. Permittee shall arrange for and comply with the following: ' a. Notify the Public Works Department within 48 hours following installation of ESC measures. b. Obtain permission in writing from the Public Works Department prior to modifying the ESC plan. c. Maintain all road drainage systems, storm water drainage systems, control measures and other facilities as identified in the ESC plan. d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4 -feet deep. All trench safety systems shall meet WISHA requirements. 2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes. catch basins, and valves in public rights -of -way or easements after asphalt paving. �5 VICINITY MAP r PTN, NW1 /4 SECTION 10, T23N, R4E,. W.M. C \- / / X �`�' F•R.� \ per - \ i �� 'b / i ROCK CHECK DAM DETAIL NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE ROCK GRADATION REQUIREMENTS FOR / CHECK DAMS AND 12 PIPES g» 100X PASSING 8" SIEVE * / S 40 -6096 PASSING 6" SIEVE O � Q O O 00 0 2.5' MIN 0 --109e PASSING 2 SIEVE CHANNEL o O O Q 1' KEYED P`' '';• R � ?S• BELO INVERT fi g/ .•; : •{ \ SEE ROCK GRADATION .. t • • �'' O REQUIREMENTS FOR END VIEW �. '' �': t •: j �` \ ROCK SIZING ; •:,`.• ' �' •; , ;� • "'. . STALL IUZEM C U ON ENTRANCE ` , : �• tom• •.:.:. j "' . T0� ACH.- BU ING SHE P -' QUARRY SPAUS \ ON T 1 \ FLOW 2.5' MIN INSTALL CULVERT ..'�• : , �.., ; . �: : 'w O CHANNEL � O � 1' KEYED IF NECESSARY ' . : , , . • : ' . BELOW INVERT '' • � ;'� ; . r _ 00 00 0000 0 / GEOTEL F ABR QUARRY SPALLS ,$ SIDE VIEW (MARAA 60OX OR EQUAL) / o / NOT TO SCALE H �•, \ 9 \ \ STABILIZED CONSTRUCTION ENTRANCE NOTES. � v ,<� T 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION. A \ `� • ROOTS AND OTHER OBJECTIONABLE MATERIAL THE QUARRY SPALLS SHALL BE PLACED TO THE / \ \ o SPECIFIED DIMENSIONS. ANY DRAINAGE FACIUMES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED. C THEY SHOULD BE i.NSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. ) 2. AGGREGATE: 4 70 6" QUARRY SPACES PER WSDOT STD. SPECS. SEC. 9- -13.6. 3. ENTRANCE OIwAEN"S: THE AGGREGATE LAYER MUST BE AT LEAST Ir THICK IT MUST BASI�l TECTI�N OVER \ EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF INSTI. CA THE ENTRANCE MUST BE AT LEAST 100 FEET WHERE PHYSICALLY POSSABLE. ALL 00 NG IN ST CATCf \ 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED ,nYy� 1 / \ `� F N -1 FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE. THEN THE TIRES MUST BE WASHED rc BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE 1 a� �' ��/ \ ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO SAW CUT AND REMOVE ASI�HALT PAVEMENT MAKE WASHING MORE CONVENIENT AND EFFE O 5. MAINTAINENCE.- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT - '►��,y6� LIMIT CLEARING (TV) / `� ' \ SOUTH OF CB37 v TRACKING OR FLOW OF MUD ONTO PUBLIC RKIiTS -OF -WAY. THIS MAY REQUIRE PERIODIC TROP y / �• / DRESSING WITH Y STONE. AS CONDITIONS DEMAND. AND REPAIR AND /OR CLEAN OUT OF ANY STR UCTU R ES U TO TR AP SEDIMENT. ALL MATERIAL S PILLED. D WAS OR AINS MUST BE REMOVED TRACKED FROM VEHICLES ONTO OR INTO STORM IM BY SWEE TH E PAVEM SHALL NOT BE �qLEANE BY WASHING DO T HE . EXCEPT MEN SWEEPING IS ALL RU AND WASH WATER MUST I NEFFE CTIVE TREATED � PREVENT SMENT WATER TM ,�•� �j �\ \ ,- / i FROM ENTERING DOWNSTREAM DRAINAGE COURSES. lop S, n r S/ V C i \ IN TABIUZED CONSTRUCTION ENTRANCE \ • \ 1. f TEMP Y CE j " ON SHEET 1 AC RO S S SWALE A PR T1t \ . \ NE AND ADDITION LOCA TRAP \ r �� NOTES: - IMENT AS NECE Y T \ \ \ \ •��� \ i 1. SEE TESCP SPECIFICATIONS, TEMPORARY SILT FENCE DETAIL AND \ \ \ + r SIT LADEN YAIER • SITE S� s 1, STABILIZED CONSTRUCTION ENTRANCE DETAIL ON SHEET 1. \ S-!• GJ a h r `� \� \ r �� � �i/ \ _/ X2 1 / � .. 0��� FpR 114GR s �p5 \ ♦ �, ��h• - / //� � ��/ < � O,R BEN f�T pF O E �ESS C LTS U?1LlpE \ 9, iO 4WD S \ \ • 10 1011 P _ ti I NST ALL AND S CATCH BASIN �'` / � — 16 , • _ \ ' CONSTRUCT SURFACE WATER \ ! le e s DIVERSION SWALE ` p`� CROSS SECTION C —C + + ill' l G 5/, .�► , o / INSTALL CHECK DAMS PER DETAIL ALONG SWALE TO CREATE SMALL SEDIMENT TRAP PONDING, AND PREVENT EROSION \Ao \ \ i• \` qlk ✓ -gy �, �— ' - .— - SILT FENCE LINES DETAIL 1 V 1 -,:2 ELEV. DATUM: NAVp 1988 INSTALL Y SILT FENCE AS NECESSARY Y TO PREVENT SILT LADEN WATER FROM . ENTERING STM DRAIN • 0 DIVERSION SWALE CROSS — SECTION C —C NOT TO SCALE r- ate` •.r er y .LA `7�. •„! -- `{.f'♦ ♦ •\ T1 ..J • •lam- •�• <I!it llF L :TCe PERWi CENTER 0 9 p r, 3 x z � � O Q V) CID 0) w Q . 1 0) � O O 3 N to Y N W O N QN &O� •. Q co � ; O r' N a s a W 0 Z E-1 . 1�1 A � z W C'3 H a � Z � E-4 w O I O jr.4 I w Z go .-1 O w W � A O a � .♦ E-1 W w ° a E rk z V � z w wZ �04� zw O o ce O " H Q 0 Z M1 PROJECF NUMBER 05011 0 O \ '( RA �� 1� 9 G� COL G \ \ P� G G�� 3' MIN 20' MIN WIDTH CS ROAD ADDITION i� WIDTH VARIES a 2 9: OF �J � \OC1 \ `� � \\� • CV O� I g :2 % J�n / 00, a 9 I V ' y . . Ile i � s � -3$14/ V s \ -'m Iro 40 0 ���/ .. / i ()RIVE � � \S DRWE l .2 • � Z G G c ps CONSTRUCTNMASS UN SWALE \ /o YG Yc � Q�'�� 9 F '�► `L' �j Dt• !Y EDP ti- SECTION .1 0 . r O / o 1 PER CR SS 6 —B / `' / F�kY '` / \ �' P y9� / ` ♦ /// Zed Q : 1 l 0 01 z GQ` ' / ��h l �p •`SOS \ o 'P /��` 1 :� 1. `'�K1. �� PRIVA Q` � 1 �- pR 1VE f` � � ANp p E RSEMEIYT OgF. ��; ��'�� /�- y1Q' \,L O�/ /��� �'r ,`!!� + �G R aNAW F F OR !N GR o��� e� / 1ti / • GF, ��� /� <� ' ' . ��e BENEFjT OF t Tss S s• lJn UTi a • �`� P tai / 9. AJVD Sa � \ � s � � �'o � G� G `�i / /.� / G EC, ol vv sw �•� i V g° \ °, /, / i • / �. o ff ° / le "/ j / y$ � �.0 0 00 , 1 •mo o� • c lip 4;r \ •y�,y9 n o •ko / L6 Q� Q lar DEPTH q►- lop / roc • < / IV . NOTES: / /� / � Q��aP \ , ` v p , , � �O 1. SEED SWALE WITH NATIVE ,y \ G Q� / ! .� �, ♦ g"� Q1�'• P GA \ GRASS LAWN MIX AND MULCH WITH / •ti �� / 6 F \•IP F .,'� � � 7 \ S �'� 3' DEPTH STRAW. \ • �, �\ O / / G� \ RI B �`p �) 5. \ � ? � � \ �A / `p� \ 20 � � � `A � 01 \ W� � � � � 0.509: MIN. AND 3.0% MAX. - � / , � $ gA Oy � F.`��$'$ �� ' � � . / � � 3. CONSTRUCT SWALE WITH 4: i / 1 p�'S • / ,� �` G :�. _ - �� / S �c1 MAX. SIDE SLOPES TO ALLOW FOR � .eO��o h• \ �� / ♦ S 2 �Q A RP l�'J -\ 6� LAWN MOWER MAINTENANCE. O O I 1 1 ` r G l ey / / ti 9 ♦ z : GRASS —LINED SWALE 1 F P o ,, \ CROSS — SECTION B —B NOT TO SCALE I.- W a 0 z F N W . / S \��` / � � ' � ? ��l �• 1 � G� Pte• ,�� aP�-� ���j� \ � 2' TYP. ,T CATCH BASIN PER PLAN 0 0 AO N, \ / \ 2" COMPACTED DEPTH CLASS "B" COMPACT SUBGRADE •L`L \ \ / ASPHALT CONCRETE AND SIDE SLOPES TO 957 OF MAX. DENSITY 2" CRUSHED SURFACING TOP COURSE \ / 4" MIN. CRUSHED SURFACING BASE COURSE \ ACCESS ROAD CROSS - SECTION A -A NOT TO SCALE ELEV. DATUM: NAVD 1988 TBM: IE 12" CPEP IN IT37 c �z. tip, \ `/ fit• ,, I 9S \ / 9 q G �� � \ s s G� �`• ��`• • A� SINN � r, y j / v 4 f 1 N M � r . � 0.1 H ui a >, z a a � A w z w W x A E" 1� M w �_4 w E-4 `n z co z w �t3 coo �z ,a .qo c ' Q W i zW 0 40 o a Z a N 0 W� av A Z PROJEa NtRABER 05011 SHEET 3 OF 3 f# ri DRAINAGE NOTE: 1. ALL ROOF AND DRIVEWAY DRAINAGE WILL BE DISCHARGED DIRECTLY TO THE STORM DRAINAGE SYSTEM THAT DISCHARGES TO THE DUWAMISH RIVER_ RECEMED cr. .:! ;,!, N v _ " N. .. PMUT CEN I ER 3 x • � a Z r 00 oo co a 2 a co if 3 O C4 co m co N W_ N Y (o N w C4 to Oa .. C, a °d am W 3 0 H ui a >, z a a � A w z w W x A E" 1� M w �_4 w E-4 `n z co z w �t3 coo �z ,a .qo c ' Q W i zW 0 40 o a Z a N 0 W� av A Z PROJEa NtRABER 05011 SHEET 3 OF 3 f# ri DRAINAGE NOTE: 1. ALL ROOF AND DRIVEWAY DRAINAGE WILL BE DISCHARGED DIRECTLY TO THE STORM DRAINAGE SYSTEM THAT DISCHARGES TO THE DUWAMISH RIVER_ RECEMED cr. .:! ;,!, N v _ " N. .. PMUT CEN I ER ROOT= NG'TE5: MATERIAL: COMP. PITCH: x:12 NO. ENP 12„ ASCIA: 51w)(6 R.S. CEDAR NGT16.1 THE DRAWAJ65 SET FORTH ON THi5 SET OF MX PM PLANS A5 INSTK ENFS OF SERVICE, ARE AND 6HALL REMAIN TIE PROPERTY OF GRANS DE", INC. THE FLAW ARE COPYRIGHTED MATERIAL AND THEIR USE 15 LIMITED TO THE CONS O F ONE 5TR11GTUZE O FORA .�PELIFiG DUII.DIN6 �� XWOF REU!X OF SAID N"IN6 PLANS IS W BITED W Tl-E "VaA CRANE DE5 , INC. RS WILL M PROSEaM IN FEDERAL COURT FOR WRHOMM WITH FWS W To 0 0 , 000V0 WILL VIOLATORS L PAY ALL. ATT FEES & C RT CO5TS. WRITTEN DI IOW ON THESE DRAWINGS SH&L HAVE OVER SCAl.ID DIMENSIONS. CONTRACTOR SHALL OHECK & VERY ALL. DIMENSIONS AND 66WITP46 PER T AINING To THE PROX.CT PRIOR TO TO THE CONfTRl1GTION PHASE. CRANE DESIGN, SIG. MAST PE NOTIFED OF ANY VARIATION FROM THE MWE.2fONs AW /a9 CONDITIONS 6HOwN ONE THESE DRAWWOS. ANY SUCH VARIATION 6HAI. L VE RENEE 15Y CRANE DESIGN, INC. PRIOR TO PROCEEDING WITH THE WORK OR THE FULL � sA IN THE EVE MKU ( I5 IMPOSED ON CRANE DESIGN, ING, OU2 LVMITY TO YOU OR ANY THIRD PARTY SHALL NOT EWEED Tl PRICE PAD FOR CRAM DESWS PRODUCT. 5yM6GL5 LEEfND r:► WALL LEGEND 2x6 WALLS 2X4 W ALL S f so t REVIEWED FOR CODECOMPLIANCE Aonnnwtn MAR 2 9 2006 yOfTukwM gl 111 whir. nytimu vim CflY Q` T!!K%li LA INC0MPLETE i_ — r x 1 _%0 , �: 6 PW r 0 2DOs (i1E DEIGN, Inc. sift it H ft s € W s Z W O O D 0 U_ _ V Z W Q a LU • Z ads Q V w • 1%0 COVER SHEET Ci 050901 i G RANS Pr_6". Inc. Reserves AI I Legal Rights To Material On This Sheet — Subject To Cr iminal Prosecut ion ELEVATION GENERAL NOTES HOUSE RNMR OR ADDRESS TO DE P6 5TED AND PLAINLY VISIDLE FROM STREET FRONTING STRWTURE CONTRACTOR TO 6 'EM AND VERIFY SOIL ADD SLOPE CONDITIONS PRIOR TO CONSTRUCTION CRANE DESIGN SHALL BE NOTIFIED OF ANY CH*r-& DIE TO CONDITIONS ON SITE!! PGUNDATION GENERAL NOTES ALL FOUi�DATION FLOOR JOIST TO GE Z "X �p hF 'L W, OL. 16'X6" FOUNDATION VEN S = 96 Sq IN. SAO Fr -- = 85 #.4 i ,�12 025 N /9W = O 7 s REgp PROWE ( l I ) W xb" VENTS W)6" SCREENED FO"ATION VENTS = 96 SQ K N A Frs: N A w *12 N A N - NfA VEK5 PROVES { N /A) Wx8" VM6 * BRIPOW -1 NOT" TO EWXW S' d' 00_ * ANCHOR COLT WA SHERS SHALL DE 3 * AWHOR 13a r5 SHALL EXTEND '51jC MIN A15V. DAL. OR SINGE M PSILLS FOR WASH ERS & N UrS. * ALL INTERIOR POSTS ® CRAWL SPACE SHALL HAVE POSITIVE TOP & WTOM CONNEGTION. * ALL FOOFINC -S 0 PERIMETER OF FOUNDATION SHALL I3E 15ACKFILLED. (U.NO.) * CRAWL SPACE TO HAVE IS"x2s ' MIN. CRAWL SPACE ACCESS. * CRAWL SPACE& CONCRETE SLA15 ® 15ASD&NT TO NAVE 6 MIL BIACK V1SgM VAPOR 15ARRER. * bUUDER /CONTRACTOR TO VERIFY FURN. E;. DOOR KN06Kb JFS PRIOR TO CONSTRUCTION. * ANY FOUWATION OPENINC56 TO bE MIN. S" AWAY FROM ANY H OLPOWN_ * MIN. CLEARANCE FROM SOIL TO J01ST TO BE IS", j2" FROM REAM. PLAN II ENE�RAL NOTES II MAW ILAOR: 1330 • F . TOrx; 2221 • PT UPPT3t P -6m N A • Fr. Uneatp- N/A • Fr_ L"Am l: xm- S91 • Fr. &WABF: 4W • Fr. * ALL HEADBRs TO M 6 x8 DF#2 (2x6 sTw W&LS) (UNO) OR 440 DFP2 (2x4 SRD WALLS) (UNO) * All EXTERIOR & &ARAM WARM WALLS TO DE 2x6 STw5 1Ni * CONTRACTOR SMALL CHECK AND VERIFY ALL P IONS PRIOR TO CONSTRUCTION. * SEE SHEETS S THIRO rDH 54 FOR C0N6TRWTI6N AND NAK-W SPECIFICATIONr'. * GUTTERS & DONN SPOJFS TO WE PROVE AS REQ 15Y CODE. * ALL DOLTS MAST EXFB V 3/4" MIN_ AWW ParLE OR SME MIP SLLS FOR WA5H ER5 AI,D NINES * EXTERIOR DOORS TO HAVE MAX. 7 3/4" 5TEP WITH MCI. 16" DEEP LANDNG * PROVDE FINE STOPS @ ALL DRAFT OPEN1i * ALL STIOVVER DR TO OPIAN OUf, r NOT 6LPV6, TO M SAFETY GLA55. * PROVDE Ax POST OR &' CONC. CUZP TO PROTECT Wr WATER HEATER & FURNACE FROM VB 16AL - 5 * X48" MIN_ LAP SPLM ® Dal. TOP PLATE. * SMOKE DETECTORS TO 15E INSTALLED IN ALL S1.1131W ROlrI.41< & RT A POW CEWR&LY L6"TE P IN A tIAL OR AREA PRO~ ACa TO A ROW ALONG WITH DETECTOR5 CENT RALLY LOCATED ON ALL R,OOR5, HO`F WIRED & TEP W/ 15ATTERY PACK -t1P- * ELECTRICAL OUTLET & LWO.i NG LAYaT PER ONNER * FASTMRS INSTAL -EP IN PRE93WAT E TRFATED WOOD 51 DE 110r PPED 6ALVANIZID r rAm m"mJm ss wa KIT611 M FM (Q IOI OW N71L: " "AR nIER 5pffc+t nor wm *P UNEW Mk Foe A R DAiirROIG A FM! (2) 1 5O'.,FM I I U(Iii RY FAN (Q 1 �OIr N IDO CFM t I MYME r'JSE FAN 4 C�JRADtu� r FLGGR i lvfMM PLAN C�EN R�L NOFE6 r I. A-L PLOOR J015T TO M rx.V rf @ IVA•• O1. UN E55 NOTW OTrEJ?W 5E 2. S,OLi3 BLOOKI NG . ' t TO E id-'' OC. 3. ALL.. M*AS ABOVE PLATE TO HAVE W'G_ MrL. HAWS. DF PLAN G NOTES * Si fIV_I_ CARRY & & MRAaV TO MftF. SPEAC * TRU55I=S WLL NOT DE FAD ALTERED WITHaF PRIOR DIXPM PUT- APPROVAL OF ENDI EERM GAS * 5i•Wl HAVE DESIGN PETALS & PRA1NW,- ON SITE FOR FIND wPEGTION. * ALL MJIMS & HEADERS TO WE i X 8" OR DETTER UNO. * PROYM aGR04P KOGCIN6 0" %WORTS. s � r v PRIOR TO ORPERM A IG�� M0 SQ. FT.444/300 = 657 SGt. IN. 657.6 5q. IN.x1.2 IN. REQ. PROVIDE SQ. IN. +/ LOW PROVIDE SGj IN. +/- HW H. -Sq. FT *I4 = W-A --. SQ- IN. E SQ. IN AI .2 = .NIA — S�. IN. REQ. PROVIDE SQ. IN. +/- LOW PROVIDE N A SQ. IN. +/- 11101 r TO,Q AM_ AI I Pirrensions Shc11 De Checked Ard Vefitied Prior To Co*.struction. SECTION TI1RU GENERAL NOTES REFER TO FRAMING PLANS AID 01EETS S THRU S4 FOR TYPICAL CON6TRIXTION AND PETALS. WEATI PROT1156TION U"DER ROOF MATERIAL & EXTERIOR 5DIW. TYPICAL INSI JLATION: w.ESS o mp_RWISE NOTED) CEILING: R -3o 2X12" VAIN: R-V WARM WALLS: R 21 FLOORS: R -V FRGNT ELEV. I/4 To Reorder Plens • GRME DE616N,Inc. Reserves Ail Legal Rights To Material On This Sheet — Subject To Criminal Prosecution REAR ELEV. I/4 u 0 021 Ffl fL_P�/A *60 * `- A:*! P; —ers :on s 6 -c► ; to i ecked And =ler ; f c ed- Pr : o, Ta Cons r;;ct 9'o.►. 4 To Reord o: ans ff RIONI FLEV- I Z ;f • 0 ir D C)5 - up L 1 50 * ,0, "AR FASGA REVIEWED FOR CODE COMPLIANCE ApAOA1f�� l l \fi FINER & YYM01111 TRU r T CEftTEh W 1..& 0 2(0 CRANE JE3iJL, !mc- s % F_ 2 'r ls) I A AS ll 1 11. 1 O IL I d 10 W 4 a w Z fA Q l DATE: IREW Aim R F V. 00 0� ,- 7 050901 6 MA RI 0HT ELEVATION 114 )) r V# i ..,AA r ., CRAM DES". Inc. Reserves All Legal Rights To Material On This Sheet — Subject To Criminal Prosecution kzs ID N 16N, !i !4G'OR ICE ! Dire .s+ons 5:ta1 ! be CheCked hid Verified Prior To Construct ior: f WALL WHER4 NO {FPER-� FLOOR 066W6 IS TO PE FRFA&UP WITH 7.49 HF#2 AT W OG CONTIMOLIS FROM TM LOWER FLOOR W fOM "TE TO TM LF'PER LEVEL TOO PLATE • �021 To Reorder Picns • • fix sill 1 11 �a 4 th NOTE: --SEE FASTENER 5611EPULE ON 6HEET 53-A OR TAME R6O2.3(1)IRG FOR WACEP WALL PANEL CONNECTIONS TO FRAMING_ -FOR Sill ANCIIORA6E TO FaWATION SEE DETAILS TO ON FaWATION PLAT FLOOR J016TS PARAIIFL TO THE TOP PLATE ON AN INTERIOR BRACED WALL PANEL 6HALL PE TOE NAILED TO THE TOP PLATE WITH AT LEAST U NAILS SPACED A MAXMAI OF (k IWAU5 ON CENTER. —TOP PLATE LAPS AT INTERIOR WAGED WALL PANELS SHALL M FACE NAILED WITH AT LEAST EI611T 16d NALS ON EACH SIDE OF TI SPLICE. - PROVE DOIJU E J9i5T5 LWER INTERIOR WA6EP WALL PALS RAINING PARALJLEL TO FLOOR JOISTS ftw o: 0 u 1 REVIEWED FOR CODE COMPLIANCE Aor�ornrttl � MAR 2 9'9';306 � V y Of Tum -)11Tt 11T1%1 4 � rk W � Q QC � v o � X014 5 LOWER FLOOR raFrR"r 10 2005 CRAVE DESIGN, Inc. S U E 'AJA c cw iECE-JED C" OF 19, ,tA ,V 7 %06:� ^ � t:k- I_, -�' PUwwAwwER mu =R i�tTCr�s�, 050901 raFrR"r 10 2005 CRAVE DESIGN, Inc. S U E 'AJA r CRAW DE154M Inc. Reserves All LegoI Rights To Mat erIoI On This Sheet -Subject To GriminoI Prosecution PT 2x8" DK JSTS 10'o-c. RUN 15ACK MIN INTO STRWTLPE & NAIL TO 2xW' W /Ikd X112" ox. STAGG ERED ✓. ZN e,T4e NO h: 1 Dim4msions Shoo I be Checked And Ver Pr ior To Construct i - -i ` - . .. — - . M . 2ND FLOOR FRAMING I/4" To Reorder PI cns . . r"FILIIi NOTE: -SE FASTENER 6a EDUX ON SHEET 53 OR TALE R M.XI)IRG FOR BRACED WALL PANEL CONNECTIONS TO FRAMING. -FOR SILL ANCHORACFE TO FOUWATION SEE PETALS REFERRED TO ON F~ATION PLAT -FLOOR J015T5 PARALLEL TO THE TOP PLATE ON AN INTERIOR BRACED WALL PANEL %ALL DE TOE NAILED TO THE TOP PLATE WITH AT LEAST Sd NALS SPACED A MIAXIKJM OF 6 IWA ON CENTER -TOP PLATE LAPS AT INTERIOR BRACED WALL PANELS SHALL M FACE NAfLEP WffH AT LEAST EIC�f 16d NAILS ON EACH SIDE OF THE 6R-16f- low, '� ' I :' �► YWOOD TO E)Cfr7-D R TOP PLATE TO WY U' TR r TOM 611ORD TYP LOI5 or L 2!5 KEUIEYYED FOR CODE COMPLIANCE A�ont�� tim 2 9 t? us ' (Ay Of Tum CITYV :!r•' LA PEfMT CEkfEh ca;Pmeff 8 2005 CRANE DESISV, Inc. it Ojai t lk O LL V Z �w 0_ W Rd t w Y 1 005 FLOOR 'RAMING cF 7 050901 0 i AA Wo -ft GRIAE PESEW. Inc. Reserves All LegoI Rights To Mote rial On This Sheet — Subject To GriminoI Prosecution N o6 !QAGT9R IiGtc A I! Pirrens i ors 6noI I De Checked And e'er;: i ed Pr ior To Constructi • 4 55 -e MAIN FLOOR PLAN I/4' To Reorder Plans v • 1 )16uw NOTE: -6M FASTENER SCHEPLL E ON SHEET 53-A OR TAALE R6a2.3(I)IRG FOR PRACM WALL PANEL CONNECTIONS TO FRAMING. --FOR SILL AWA TO FOLMATION SEE DETAILS TO ON FOLWATION PLAA -FLOOR JOISTS PARALLEL TO THE TOP PLATE ON AN INTERIOR PRAGED WALL PANEL SHALL. PE TOE NALEP TO THE TOP PLATE WITH AT LFA5T Sd NAILS SPACER A MAXIMLM OF (o I NC 6 ON GF.NTER. -TOP PLATE LAPS AT INTERIOR WAI.EP WALL PANELS g1A`L f5E FACE NAILED WITH AT LEAST EIbHT I(od NAILS ON EACH SIPE OF THE SPLICE . ,. U -FI OVIPE DOUBLE JOISTS (DER INTERIOR WAGFy WALL PANELS RING PARALLEL TO FLOOR J015T5. ,RIMMED N CODE CE CO aauonsr�� MALI 2 9 city of Tumita ai 1n n-r►,t- mn rrunts 1 48 z w"IA PHAU TGENTEh Gdpma' ! c 200-R CRAKE J`SIGN, Inc. s IF t All 0 IL in _ 0 � 4 �a Q r • !O /o5 MAIN FLOOR 050901 to E AA r Ai s I 6 'A III GRAM WNW Inc. Reserves All Lego Iflights To Material On This Sheet — Subject To GrtmInoI Prosecution I2" QVl Tmw EDGE w /C,f" AWHOR POSTS - - -, = ---------- - - - - 6 ROOF PLAN L4�� REAR PORCH OPTION #I REAR ELEV- *6 c46rOR WT: A I I Pimers i o -s She f 1 be 6hecked And Ver i I. i ed Prior ro "nst ruct ioR. 4 RlC�iT ELEVATION 114 $1 To Reorder P f Gns • i� REVIEWED FOR . ! CODE COMPLIANCE nl�non� :cam HAR 2 9 ZOOS City Of Tumvila r,i ITI ITCY'"' -y25 W-MIJ m- Vt Y CF eAVLA Vill PEf±ItikT Gth i Eh GaPr-z&T 0 2005 CRANE DES!G -%, trlc. 0 r s s st la saC €i38 0 M v �h i t s. Y 10 /Os OPTI ONSO 7 050901 f# -AA ROB PLAN I Z4 )I REAR PORCH OPTION #I REAR PORCH OPTION #I -------------- I i j I ! + , I !• '• + (D ! I + GONG. I ; PATIO f + , I j I � I I � 1 + , 1 1 I I ! ! 1 � s , ( + ! s: 1 1 ! v 1 I I 1 w= f O ! ! 1 I ! y I I --- ----- -- - �� I I i------- - - - - -J ---------- - - - - 6 ROOF PLAN L4�� REAR PORCH OPTION #I REAR ELEV- *6 c46rOR WT: A I I Pimers i o -s She f 1 be 6hecked And Ver i I. i ed Prior ro "nst ruct ioR. 4 RlC�iT ELEVATION 114 $1 To Reorder P f Gns • i� REVIEWED FOR . ! CODE COMPLIANCE nl�non� :cam HAR 2 9 ZOOS City Of Tumvila r,i ITI ITCY'"' -y25 W-MIJ m- Vt Y CF eAVLA Vill PEf±ItikT Gth i Eh GaPr-z&T 0 2005 CRANE DES!G -%, trlc. 0 r s s st la saC €i38 0 M v �h i t s. Y 10 /Os OPTI ONSO 7 050901 f# -AA ROB PLAN I Z4 )I REAR PORCH OPTION #I REAR PORCH OPTION #I r 0 GR/WE pES", Inc. Reserves Ail Legal Rights To Mote r I a I 10n This Sheet —Subject To CrlminoI Prosecution - - - - - ------ --- - - - - -J S ' e W X12 , Tt-w EDGE w /GW *"w ® POSTS PAD ROOF PLAN I /k REAR PORCH OPT #2 REAR ELEV I /4 *66WRAGTOR Vic: A It Perms *o ^s Sna! ; De GFecKed And Ver if s ed Pr : or To Construct eon 4 To Reorder Plans R16HT ELEVATION I " 0 a i r REVIEWED FOR C ODE COMPUANCE Adno��irtl MAR 2 9 — city Ut Tuwnla ' & a r. r%vft 1 ^ � N .71L.T11 �c IED C" OF TeK T,LA �f PEF"T CENTEh c4WY.zm,xF 0 2005 CRANE 1DcS!GN, tnc. 0 aA }�g E 3' i bi AIR lip ao 0 _ V -0 "*a- Z w 4 a Z OPTIONS :L of ftm 'J %`. 050901 V# _AA ROB PLAN REAR PORCH OPTION #2 REAR PORCH OPTION #Z r I I I i � I 1 j •� t I I ��� I ' - GONG. ; I ' PATIO j i I I I I i 1 1 i 1 I I I I I V1 I �• 1 1 1 I � I •'+ 1 I 1 1 I - I 1 I I .; • � I I E 1 I - - - -J I I ------ --- - - - - -J S ' e W X12 , Tt-w EDGE w /GW *"w ® POSTS PAD ROOF PLAN I /k REAR PORCH OPT #2 REAR ELEV I /4 *66WRAGTOR Vic: A It Perms *o ^s Sna! ; De GFecKed And Ver if s ed Pr : or To Construct eon 4 To Reorder Plans R16HT ELEVATION I " 0 a i r REVIEWED FOR C ODE COMPUANCE Adno��irtl MAR 2 9 — city Ut Tuwnla ' & a r. r%vft 1 ^ � N .71L.T11 �c IED C" OF TeK T,LA �f PEF"T CENTEh c4WY.zm,xF 0 2005 CRANE 1DcS!GN, tnc. 0 aA }�g E 3' i bi AIR lip ao 0 _ V -0 "*a- Z w 4 a Z OPTIONS :L of ftm 'J %`. 050901 V# _AA ROB PLAN REAR PORCH OPTION #2 REAR PORCH OPTION #Z GRAB PESM. Inc. Reserves All LegoI Rights To Material Oh This Sheet —Subject To GrlminoI Prosecution IV IV Tmw EDeE e / ANM POSTS , I-------- - - - - -, ! I i I O ! , I ! O 1 •y , O I 6 Il I & 5 - - -- GONG. ' PATIO ; ! E �! ! I I O BEDROOM I i ! N I I , ! E I ! I• ------ - - - - -J I I --------- - - - --J -------------- J J V_V fOUNPATION PLAN 114 11 REAR PORCH OPTION #3 REAR OLEV I" iRAGTO,Q Et: hI ! Firms: ons h-aI I $e Checked And Ver ified Pr Ior To "nst ruct ion. i PT POST FLOOR PLAN REAR PORCH OPTION # Riertr ELEVATION' 1/a" To Reorder Pions REVIEWED FOR ,� CODE COMPLA MAP. 2 9 2006 City Of Tukwila _ 1 Wt MWWAA PE "T GUN I En . - . a 2005 CRAVE DESIGN, inc. ff 6 y 1� J bI fill lk U_ 10 ft z wft -IU �w w 0 Q v 10/05 OPTIONS , 7 %mwtfam 050001 I i 'MAO ROOF PLAN I/4 REAR PORCH OPTION #3 O I O 6 Il & 5 - - -- � O BEDROOM FLOOR PLAN REAR PORCH OPTION # Riertr ELEVATION' 1/a" To Reorder Pions REVIEWED FOR ,� CODE COMPLA MAP. 2 9 2006 City Of Tukwila _ 1 Wt MWWAA PE "T GUN I En . - . a 2005 CRAVE DESIGN, inc. ff 6 y 1� J bI fill lk U_ 10 ft z wft -IU �w w 0 Q v 10/05 OPTIONS , 7 %mwtfam 050001 I i 'MAO ROOF PLAN I/4 REAR PORCH OPTION #3 r • CRAKE DESIGN, Inc. Reserves All Legal Rights To Material On This sheet - Subject To Criminal Prosecution RIM JOIST MiN. 1116' A.P.A. RATED 2x6 STUDS SHEATHI NG 3/4' T46 PLY. SI-IT. OR O.S.B. � ]coo O.G. 12' O.G. R -30 BATT INS. !6d 8' O.C. - FLOOR JOIST PER PLAN 10d 6' O.C. MAX. (IF PLAN 15 ENGINEERED, 10d 0 4 ' O.C. Sd 6' O.C. EACH ENGINEERING INFO TO SUPERCEDE.) 1//2' DIA. x 10' A.B. W/ 1 /4' X 3' X 3' 8d 0 4' O.C. MAX. W ASHER 6 -0 MAX. O C.4 BOLT 3 ROWS) 4' FEW. DRN. TILE SHALL BE N OT LESS THAN l BOLT DIAMETERS (3 -1/2') FROM CORNER WHERE BRICK SET IN GRAVEL MORE T THE VEN. - PROVIDES ENDS INDIVIDUAL 5' LIP 6' UNDER GRADE FOUNDATION SILL PLATE, MIN. JOIST .' D. 1 EMBEDMENT rp �• \ f G 2x6 P.T. MUD SILL I - ' CONT. REBAR FOR R E.A. - z 14' OF STEMWALL x / .6 MIL. VISQUEEN 41 2! VAPOR BARRIER(BLACK) 0 _ 12' CLEAR BEAM TO EARTH cn 18' CLEAR BOTTOM OF JOIST = '3' MIN TO EARTH • . o - USE 0 4 DIA. (VERT.) 2 - 0 4 CONT. REBAR •4 CONT RE A REBAR O 18' O.G. 3' 6' 3 • T 12' TYP. ONE STORY FOUNDATION B i g 16' O.G. (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 IS ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) 5/8' DIA. x 10' A.B. W/ 1 /4' X V X 3' WASHER 0 4' -0' MAX. t BOLT SHALL BE NOT LESS THAN l BOLT DIAMETERS (4 -3/89 FROM CORNER # NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL a FOUNDATION SILL PLATE, MIN. \ 1' EMBEDMENT 2x6' F.T. MUDSILL 2 -(1) - 0 4 CONT. REBAR FOR EA. 10' OF STEM WALL a � — .6 MIL. V15MEEN _ VAPOR BARRIER (BLACK) ' MIN. 2 - •4 CONT. REBAR TYP. TWO &TORY FOUNDATION Hf= eNDi \AILS 1. HANDRAILS SHOULD NOT PROJECT MORE THAN 3 1/2' INTO THE REQUIRED STAIR WIDTH 4 SHOULD HAVE A SPACE -^F NOT LE55 THAN 1 1/2' BETWEEN THE WALL 4 THE HANDRAIL. 2. THE HANDG—RIP PORTION OF HANDRAILS SHOULD NOT BE LESS THAN 1 1/4' OR MORE THAN 2' IN CRO55 SECTIONAL DIMENSION. 3. HANDRAILS SHOULD HAVE THIER ENDS RETURNED OR SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. F f RE BLOCKING I. PROVIDE FIRE BLOCKING IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP 4 BOTTOM OF THE RUN 4 BETWEEN STUDS ALONG d IN LINE WITH THE FUN OF THE STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISH FLOOR LINE . PANDR„IL c< RAILING 'X z; Q F r A! [�1 i r t i NOTE: OPENINGS BETWEEN KAILING6 SHALL BE LESS THAN 4 TRIANGULAR OPENINGS FORM BY THE RISER, TREAD, 4 BOTT ELEMENT OF A GUARDRAIL 0 STAIR SHALL BE LESS THAN 6 � — 10' MIN 2x12 STRINC-ERS NOT f TO EXCEED 24' O.C. 7i X 5/8' TYPE 'X' G.W.B. OR �►1 Q (2) LAY 5/8' 1 YPE r— 'X' G.W.B. IF STRINGER SPACING IS MORE THAN 16' or-. (TAPE 4 FINIVSOW) OR ST ORAGE BELGW STI AIR — IGG< PLATE — FLOOR JOIST k) LAIN FLOOR L : `E. r DBL. JOIST LEDGER Z Q w IL � a a av as wire a wa t R -38 (THERE" IAX INSUL. W/ EQUIV. R -VALUE TO BE USED IN ATTICS WHERE CLEARANCE NOT AVAIL. FOR BATT-) 1/2' GAS (T :'PJ MIN. 23/32' TsG UN - DERLAYMENT, UN.O. - �r F= a XI A to Mb. f �wp�� A wav■ PER { `YF. WAL L %E C T I ON FLOOR JOIST z F 2x4 STUDS 0 16' O.C. (IF PLAN IS ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) 2x4' P.T. MUDSILL W/ 1/2' DIA. x 10' A.B. W/ - 1 /4' x 3' X 3' WASHER is 6' -0' o.c. 4 BOLT SHALL BE NOT LESS THAN l BOLT DIAMETERS (3 -1/2 FROM CORNER 4 NO MORE THAN 12 FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, t MIN. l' EMBEDMENT (1) - 0 4 CONT. FOR EA. 14' OF WALL 4' CONC. SLAB OVER 4' GRAVEL FINISH FILL W/ 6x6 W2.1 x W2.1 WIVM. IN SLAB. GRADE - C4 Z ; 3' 6' 3' 12' VERT. REBAR 18' o.c. ' MIN. (2)- 0 4 CONT. REBAR DOOR FRONTS WITH NOT LESS THAN (2) 5/S x 10' A.B. PLATES 0 SHEAR WALL OVER 2' WIDE TYP. GARAGE FOUNDATION ATTIC VENTILATION 1/150 OR 1/300 OF SPACE - SEE PLANS FOR ROOFING CONST. SEE FRAMING PLAN 4 ELEVATION W/ MIN. 1/16' APA RATED SHEATHING LINO W/ V -0' PANEL LENGTH PLACED PERP. TO DIRECTION OF FRAMING AND ALTERNATE PANEL END JOINTS BY HAL PANEL LENGTH NAILED 8d 9 6'oc PERIMETER 4 ALL SUPPORTED PANEL EDGES 12'o.r. 9 FIELD TYPICAL LINO W/15' FELT ABOVE - TYPICAL UNO. FOAM AIR BAFFEL In SPACE TO EXTEND MIN. 12' ABOVE INSULATION. SIMP`O— HI HURRICANE TIES Q 2' - 0' oz. 2x BIRD BLOCKS W/ SCREEN TOE NAIL W/ (2) trod EA END TO TRUSS OR RAFTER TYP. 4 PROVIDE CONT. ROW OF ROOF SHEATHING NAILING- 9 6 MAX. 1x8 R.S. CEDAR FASCIA W/ CONT. MTL. GUTTER DBL. TOP PLATE PLAN HEADER - PER PLAN WINDOW - PER PLAN EXT. WARM WALLS - 2x6 STUDS 16'o-c. OVER R -21 BATT INSUL. W/ VAPOR BARRIER W! MIN. 1/16' APA RATED %4EATI -IING (SEE PLAN FOR NAILING 4 SIDING) INSTALL BUILDING PAPER OR FELT BETWEEN SIDING t WALL SHEATHING- TYPICAL. ALL EXTERIOR WALLS. 2x BOTTOM PLATE 2x RIM JOIST P.T. 2x SILL PLATE SEE 1/51 FOR TYPICAL FOUNDATION NOTES NOTES: 1. ALL EXTERIOR WALLS TO BE CONS T RIUG ED IN ACCORDANCE W/ Tl-;E MINIC PROVISIONS PER 2003 IBC LINO ON THE MANS 4 AS SPECIFIED R:RTHER ON SWEET 53. 2. NTERIOR WALLS TO BE 2x4 CCNSTRfi,ICTICN TYPICAL EXCEPT 9 PLU" 16I?4& 4 GARAGE SEPARATION ' �..G'!tT'Qi'•G:CQ�iO =: A.! C:�e►a�e 5+-a. 9a Gad lr� v_ -;f;oo Pr'u �o Co►a•.n:e:ra To *. AWCW °tars X8�`i�6iZ -36�u f �1 (IF PLAN IS ENGINEERED, 6� io ENGINEERING INFO TO SUPERCEDE.)� ohs PT 2X6' PLATE W/ 5/8' DIA. ANCHOR BOLTS ( >� WASHER) 4 BOLT SHALL 's 5 BE NOT LESS THAN l BOLT fir$ S3 DIAMETERS (4 -3/8) FROM CORNER AND NOT MORE THAN 12' FROM THE ENDS OF EACH � INDIVIDUAL FOUNDATION SILL r 1 5- 1 PLATE, MIN. In EMBEDMENT s § -C , 's •$ . 4' CONC. SLAB OVER ate$ 4 COMPACTED FILL W/ 6x6 - W2.1 x .1 WI1.M. IN SLAB. ��s. g, $ C` : ca. oo Dn i 1 1 z �4 STEM WALL GRADE— c� cA too • • s 4' 8' 4' 16 ' 2' RIGID INSULATION (R - 10) 24' MIN. (EXTRUDED POLYSTYRENE) 0 4 REBAR - HORIZ. 10' O.G. 0 4 REBAR * Iro'o.c. (2) - 1 4 REBAR CONTINUOUS TYP. BASEMENT SLAB (1F PLAN IS ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) 2x6' P.T. MUDSILL W/ 5/8' DIA. 04'- O'O.C.W / WASHER) 4 BOLT SHALL BE NOT LESS THAN l BOLT DIAMETERS (4 -3/8 FROM CORNER AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE MIN. Is EMBEDMENT - (1) 0 4 CONT. FOR EACH 10' OF WALL - THERMAL BREAK 4' CONC- SLAB OVER - 4' GRAVEL FILL W/ 6x6 - W2.1 x W2.1 W tUM. IN SLAB s I IL TYP. BASEMENT SLAB R -10 RIGID INS. 6 PERIMETER REviEWED FOR CODE 00VIR 0 4 VERT. 1 16 W/ ALT. HOOKS nn�en�r =n 2 - 0 4 CONT. REBAR MAR 2 9 2 C. 0 -51 Clay Of Tukwila Q1 ITI MA1P "IfCynh' .6 MIL vISMEEN MLI AC< CGS`: ) MMW M. .�1V -2 T 'P_ F06T 4 BE AM DE TAIL ,ff *Mi �, R -30 BATT INSULATION OR INSUL. PER SUBMITTAL SUPPORT BEAM PER PLAN USE ST22 HORIZ. s BM. TO BM. SPICE. 2x6' CLEAT (EA. SIDE) OR SiNIPSON M I L TIE (PC TYPE) 4x6' SUPPORT POST PRESSURE TREATED OR ELEVATED MIN. 8' ABV. EARTH a°0 FELT POST BASE TYPE ANCi -FOR G -BADE CGe. . PIER -PER PLAN CD UJ 0 6 CD UJ 0 z J Q U. CIP N:ft co 1 � 3 Ex- W >03 a o NC.0 t -- is o� c0 �4 z 2003 I.B.C. Sj ,OoO'OF @C4F*Ye�� 2002 eeWE DE541N WC, � i • CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Shaft - Subject To Criminal Prosecution TOP PLATES J 4' 11►'�l�7 Fri �� 15' (MAY VARY - SEE PLANS) MIN. 7116' APA RATED SHEATHING UN.O. W/ TYVEK, 30# FELT OR SIM. APPROVED VAPOR BARRIER OVER 2x6 STUD WALL SOLE PLATE NAILED W/ 16d is 8' O.C. - STAGGERED, PROVIDE BLOCKING RIM JOIST RIM i FLOOR JOISTS AS PER PLAN PLY. SPLICE SHOULD BREAK ON COMMON MEMBER 8d s 4' O.C. 9 SOLE PLATE, RIM JOIST t TOP PLATE DBL TOP PLATES 2x6 STUD WALL BATT INSULATION (TYP.) (IF PLAN IS ENGINEERED, ENGINEERING INFO SHALL SUPERCEDE) 5/8' x 10 A.B. 6 36' Q.C. W/ 1 4 ' x 3' x 3' WASHER (BOLT SHALL BE NOT LESS THAN l BOLT DIAMETERS (4 -3/8') FROM CORNER, AND NOT MORE THAN 12' FROM THE ENDS OF EA CH INDIVIDUAL FOUNDATION SILL PLATE 2x6 P.T. DF. MUDSILL 8d 0 8' O.C. GRADE #4 REBAR CONT. HORIZ. 0 10'o c. ' VERT. s 16 2x6 FURRED WALL OR 2 X 4' STUDS W/ 2' AIR GAP BETWEEN STUDS t CONC. R-21 INSUL. 4' GONG SLAB W/ 6xfo - W2.1 x W2.1 W.W" 1. ON 4' GRAVEL FILL. THERMAL BREAK R -10 RIGID INSULATION 2 - •4 DIA. C04T- 3' UP - 3' IN NOTE: SOIL BACKFILL ON EXTERIOR SHALL NOT EXCEED A HEIGHT GREATER THAN 30' ABV. TOP OF SLAB AT INTERIOR FLOOR ELEV. UNLESS ENGINEERED WALL DETAILS PROVIDED. GARAGE DOOR DRIVEWAY PER CONTRACTOR. CONTINUOUS FOOTING �= 111 =illl: DRAM 2 0 4 CONT. REBAR HEADER - — � TOP OF STEM WALL BEYOND PER PLAN 4' CONC. SLAB ON 4' COMPACTED FILL 1/2' 0 BOLT THRU LEDGER AND INTO THICKENED EDGE HEADER * 3' IN FROM EACH END -- --------------- - -- SLOPE 3' SUPPORT WALL i e -a v VENE ° ER BEYOND a OPENING 0 4 g 16' o.c. CONTINUOUS FOOTING PER PLAN STEEL LEDGER TO REST ON BRICK IN MORTAR JOINT BRICK VENEER - ELEVATION VIEW 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 3 1/2 x 1/4' -- -� 6' MINIMUM ----' DOOR OR WINDOW OPENING TYf=. HEADER OPENING ENTRY GRADE BEAM AT GARAGE 5/8' DIA. x IV— BOLT s 36' O.C. W/ 2x4 P.T. MUDSILL REWRIV©1=OR C ODE COMPLIANCE WITHrIAR 2 V OR K -- aty Of TuKvj ., �., . `� i..tt��Air •' � IIIJ' 12' 1 - 0 4 DIA. CONT. 3' UP FOUNDATION / RETAINING WALL (18' TO 4' -0' HIGH W/ PONY WALL) CONTINUOUS HEADER OR — ST6236 's JOINT (HDR AS PER PL AN) COLUI''N CAP is MULLION 14EA :ER CC\NECTICN SEE PLAN FOR SI (2) 2x6 ST6236 TIE STRAPS CENTER ON JOINTS NAIL FULLY 2x6 ST+sDB s 16' OZ. A35 CLIPS a BA.E ` F;CA. ?"1i`+`L e/;6' APA RATED S' : AT1 ,WS NAILED 8d 8 4 (E DGES) E 8' oz_fF IELD) ALL EDC BL OCKED FUND. 2x6 SOLE PLATE NAILED 16d s 4' oz. STAGGERE 9ZN- OR FOU NDATICN% NOW BEARING BEARINGt %SHEAR WALL FTG. 5/8' DIA_ x r0' A.B. s 48' O.C. - 3 STORY (WHERE PLYUIC?OD USE 5/8' DIA. x 10' BOLT s 32' O.C. W/ 2x4 P.T. MUDSILL) 2A 2x6 STUDS is 16' O.C. s 3 STORY, 2x4 is 1 t 2 STORY 4' CONC. SLAB OVER 4' GRAVEL FILL W/ 6X6 - 1Lr2.1 x W2.1 WIUMt IN SLAB a4 v 6 MlL. )ASC JEEN W/ SAND OVER 9 LIVIWS AREAS 2- •4DIA.3 UP4 I5' 2 OR 3' DOWN vR°FP.. \1 ED &%4;G ti!° TO P+CST i:1 16d s 4' o z. INT E RIOR BEARING WALL ON SLAB ' ?) - 0 4 VERT. TIED W/ TIES 0 8'oc. W/ LTERISIATE HOOKS OLID GROUTED ORE OK4�w - 'x8'x2'BRICK .� GA. WIRE TIES IN 8ED JOINTS t ACCROSS GORE s MAX. SPACING OF I PER 12' OF DIMENSICN IN EACH DIRECTION t 12'orc. VERTICAL. TYF. BRICK COLUMN AT ENTRY p� -4-z5 2x6' STUDS NOT TO EXCEED 24' OC, 2x4' STUDS NOT TO EXCEED 16' O.C." WALL TIES SHALL BE CORROSION RESISTANT, AND IF MADE OF SHEET METAL, SHALL HAVE A MIN. THIC1G�lESS OF 00030 M. (NO- 22 GALVANIZED SHEET GAGE) BY l /8' OR IF OF WIRE, SHALL HAVE A MIN. DIA. OF 0148 IN. (NO.9 BIU GAGE). WALL TIES SHALL BE SPACED SO AS TO SUPPORT NOT MORE THAN 2 SQ. FT. OF WALL AREA BUT SMALL NOT BE MORE THAN 24 ON CENTER WORIZ. WALL TIES SHALL HAVE A LIP OR NOOK ON THE EXTENDED LEIS TWAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT RE . T WIRE NAVMG A DIA. OF OJ48 RN. (NO. S BlU GAGE) OR EQUIV_ THE JOINT REWORCEMENT SHALL BE CONT. WIT" BUTT SPLICES BETWEEN TIES PERMITTIED. 15' FELT VAPOR B. SHALL BE APPLIED OVER TW SNEATHWs. AIR SPACE OF AT LEAST R' WALL BE MAINTAINED BETWEEN THE BACKNG AND THE VENEER: SPOT BEDDWx AT ALL TIES SHALL BE OF CEMENT MORTAR. WOOD JOIST SYSTE`, R CRAWL OR BAST 6'OR8' -SEE a. 'I PLANS 3' MiN. I 17" TO 19" SE CTION 3/S' DIA. WEEP WOL.ES 2' (1219) OJC. MIN. 3' MIN. l it s C.>f -� Ifl fie o %2 s y C M�n � Y � 5 Y V J .V- I J31 z<a 0­40 00 � LMYV J a W D oa Oak vi W O Z UQ J >00 I a ti �C 1)m N�� N O N v CPN T � � L San Via% O co 3:C o T low ]C TA-51 2003 I.B.C. DETAIL OX <0*.. TOR N0 Ali Viers ars Sras. Be Chh�d Md var'- ed Pry To Coreu-::cuor` • To Reader °tans K8WZA8 -543: s • S REC , 4M. S 2 CfiYOC T11y LULA rI 1:.2" P�WTGMw:h � Wwom C4V.=YW_GriT 2207 CRAtiE .^. -��C r CRANE DESIGN, Inc. Reeervee All Legal Righte To Material On This Sheet - Subject To Criminal Proaecutfon GENERAL NOTES: 1. CRAWL SPADE VENTILATION, MINIMUM NET AREA, I SQ. FT. FOR EACH 150 5Q. PT. OF FLOOR AREA OPENINGS TO BE PLACED AS CLOSE TO CORNERS AS PRACTICAL (MIN. 8' AWAY FROM ANY HOLD DOWN) AND SHALL PROVIDE CROSS VENTILATION ON AT LEAST TWO OPPOSITE SIDES. 2. CRAWL SPACE, UNOBSTRUCTED ACCESS, MIN. 18'x24'. 3. ATTIC VENTILATION, 1/150 OF ATTIC AREA OR 1/300 IF 1/2 15 IN SOFFIT AND 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, SMALL BE PROVIDED. 3. CONCRETE 6. 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 6' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING. S. ALL WATER CLOSETS TO HAVE 30' MIN CLEARANCE SIDE TO SIDE, 24' MIN. CLEARANCE * FRONT. 10. EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT. THE MIN. NET CLEAR OPENING HEIGHT DIMENSION 514ALL BE 24' MIN, NET CLEAR OPENING WIDTH DIMENSION OF 20 BOTTOM OF OPENING SHALL NOT BE MORE THAN 44' ABOVE FLOOR 11. FIREPLACE CODE COMPLIANCE PER 2003 IRC AND LOCAL BUILDING DEPT. 12. HEARTH EXTENSIONS - HEARTH SHALL EXTEND AT LEAST 16' FROM THE FRONT OF, AND AT LEAST 8' BEYOND, EACH SIDE OF THE FIRE PLACE OPENING. WHERE THE FIREPLACE OPENING 15 6 SQ. FT. OR LARGER, THE HEARTH EXTENSION SMALL EXTEND AT LEAST 20' IN FRONT OF, AND AT LEAST 12' BEYOND, EACH SIDE OF THE FIREPLACE OPENING. GONG. OR MASONRY MUST NOT BE SUPPORTED ON WOOD FRAMING. STRUCTURAL NOTES: 1. DESIGN LOADS (VERIFY SNOW LOAD PER ARESNOW 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 02 U.N.O. BY ENG. D. WIND LOAD 22 PSF E. SOIL BEARING CAPACITY 2000 PSF ASSUMED. SOIL REPORT REQ'D ON ANY QUESTIONABLE SOIL. (1200 DEFAULT FOR CITY OF KENT) 2. FOUNDATIONS A. ASSUMED MAX SOIL BEARING CAPACITY 2000 PSF UNDISTURBED CWT. (1200 FOR CITY OF KENT) B. POUR FOUNDATIONS ONLY ON UNDISTURBED SOIL. (VERIFY) C. UNDER FLOOR SLABS COMPACT FILL TO 9596 MMO. A. FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL BE EQUAL TO (3000 PSI). MAXIMUM WATER TO CEMENT RATIO, 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND 6 -3/4 GALLONS WATER PER 94 LB. SACK OF CEMENT- 30000 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 SMALL BE DEFORMED, GRADE 60 BARS ASTM A615 -WITH DETAILING, FABRICATION AND PLACEMENT PER IBC 2003 AND ACI -316 B. SPLICES, WHERE LOCATED AND APPROVED SHALL BE A MINIMUM OF 12 INCHES (3000 PSl) OR 30 BAR DIAMETER C. ALL REINFORCING SHALL BE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SMALL BE ASTM -AI85. A. PER 2003 IRC B. HEADERS/BEAMS - SEE PLANS FOR ALL SIZES AND SPECIES. 13. APPLIC,-ATION AND INSTALLATION OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE 2003 STATE OF WASHINGTON ENERGY CODE. 14. GLAZING IN COMPLIANCE WITH 2003 IRC t 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 IS' 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. SLIDING 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. IS. 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 OF THE SOIL, NOR DOES THIS OFFICE VERIFY T ACCURACY OF THE ENGINEERING DATA SUPPLIED BY OTHERS. WHERE SOIL APPEARS TO BE OF POOR QUALITY, A SOIL END. REPORT SHOULD BE SUPPLIED BY CLIENT. CRANE DESIGN HAS TAKEN EVERY EFFORT TO ENSURE T14E ACCURACY OF THE ATTACHED DRAWINGS, HOWEVER IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND VERIFY ALL DIMENSION AND CONDITIONS PRIOR TO CONSTRUCTION_ 22. THE ATTACHED PLANS ARE TI4E PROPERTY OF CRANE DESIGN, INC. ANY REPRODUCTION OF THESE PLANS WILL VIOLATE COPYRIGHT LAWS. THE HOLDER OF T HESE DRAWINGS MUST PAY A FEE FOR TH USE OF THE MATERIAL THEREIN OR BE SUBJECT TO LEGAL ACTION BY CRANE DESIGN INC_ ENIERGY NOTES: ENERGY NOTES PER 2003 UlAS6j%s GTCN STATE ENERS CODE: PROVIDE AND MIN[MI;T1 ADDED INSULATION LEVEL OF R - 38 -3 CEILINGS R , s ALL WALLS EXPOSED TO UNIWEATED SPACES R - FLOORS OVER U,'NMEATED SPACES R -10 AT SLAB PERIMETER, INSTALLED 14ORIZONTALLY 24' UNDER SLAB, WHEN CONCRETE FLOORS ARE WITHIN 12' OF GRADE. ALL OPENINGS AND JOINTS IN EXTERIOR WALLS 6 44 ALL BE SEALED, CAULK( E� % OR WEATWER STRIPPED AT LNI IT AIR LEAKAGE. AN APPRO` EED VAPOR BARRIER SHALL BE PROPS -Fd- :' �Ni STALLED IN ROOF, iN ENCLOSED RAFTER SPACES, F ;R"tED ItA-4ERE GEILtNIGS ARE APPL ' i D;R=CTL`:' TO T;4E UNDERSIDE OF ROOF RAFTERS, ALSO IN EXTERIOR WALLS. iNS T ALL ED b Mt! BLAC< VISQUEEt G- R0.:N,:D COVER., =4IED 1' -0' AT ,JOINTS AND EXTENDED UP TO f;0>N0ATION WALL (REQUIRED AT ALL SPACES). FIREPLACES SHALL BE PROVIDED �:I -H: A. T,'04TLY FITT.4G- FL;:E DA 4 1PEIRS. B. READILY ACCE551155LE 1" fA%AJAi.. OR AUTIO CONTROLS. SHOILSERS SHALL HAVE A FLOW CONTROL DEVICE TO LE?-TIT FLOX TO A tlAX. OF 25 6=1 M. PER S: [ R WEAD. '' TER 1 -EATEN ARE REQUIRED TO BE LABELED AS CCN ='LYING- W/ NAECA 1 ELEC I�iC WATER HEATERS LOCATED IN UNHEATED SPACES SLIC14 AS GARAGES TO BE INSTALLED GN AN INC01'iPQESSf13LE :' ATICNI 9 1`il OF 18' ABOVE FLOOR GAS OR ELEC_ (R -i0 rlNi C. SEE PLANS FOR PLYWOOD. 6. STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE ASTM A36, NEW, CLEAN AND FREE OF RUST. PIPE COL. SMALL BE ASTM a53, GRADE B OR ASOL, A36 STEEL. (ALSO.) 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 SOLID BLOCKING AT JOIST SUPPORTS AND BEARING PARTITIONS. D. PROVIDE BRIDGING OR BLOCKING AT MID -SPAN OF ALL SPANS OVER 10 FEET. E. USE APPROVED JOIST HANGERS WHERE REQUIRED_ F. ROOF TRUSSES: SIZES TO BE VERIFIED, DETAILED AND FABRICATED BY TR.ISS 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 TAKER( DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WITH BUILDING MAT. E 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 16' OC_ W/ THREE STORY STR.iCTURE 2x6' STUDS MUST BE USED LOWEST LEVEL W/ SPACING NOT TO EXCEED 16' O.G. B. DOUBLE TOP PLATES SHALL HAVE JOINTS STAGGERED NOT LESS THAN 4 FEET. MIN. NAILING OF 8 - 16d 9 48 MIN. LAPS 9 EACH SIDE OF JOINT W/16d 12' O.C. BETWEEN PLATES FOR EXT. 4 MT_ LONG- WALL (2 = 3 STORY BLM). 9. ROOFING A. APPLY ROOFING- IN ACCORDANCE WITH 2003 IRC B. PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING- PLANS. FLOOR D1APWRA6 -sM: 1" IINIMIJ i 19/32" T141C 04ESS APA RATED TONGUE i GROOVE SHEATHING WITH 10d NAILS 6 ' OC. AT SUPPORTED SWE NG PAN EDGES AND 10' O.C. AT INTER" MEDIATE FRAMING MEMBERS (SEE ARCH. PLANS AND / OR GE-NIERAL NOTES FOR REQ SFECHF- CAT l ONS: CONKRETE AND STEEL SPECIFICATIONS: 1. USE 3J000 PSI CONCRETE SPECS AT 28 DAB'S. 2. USE AS "M AGI8 -65 OR EQUAL G 40 REBAR LAPPED 30' MIN. AT SPLICES, COR+N:ERS tNTE.Q„E� CTIONS. 4 I�REVIepjF -.D M CO'JE Cat .P1AN . .t+ts�s'n`tCl R 2.9 W', {iv, Ot IDKwIla FOR ~A aPACT_U_RED ROOF O. ' FLOOR TS115 NCLUD•'NiG GIRDER TFUSC*E5, E 1. THE TR,iSS i" IA%RFACTURER SMALL PROVIDE ALL DEVC-A4 AND BNGINEERM WITH WAr TCN STATE PE. 5 T A~P ON DESr- NS. DURING ERECTION CF TRUSSES, T' rE BUILDER MALL TAKE CARE TO ADEwATELY BRACE Tq.US5P5 { ALSO NOT TO OVERLOAD THM i1,11T'r4 EXCESS BUILD NNG MATERIALS. �.0 ti?,GGTGl2 t�iG,�. AiLDaera:aa 5�a;� t;3a_ of -,Erd Vc ±fed Pt�ar_To orstn:ctfar. - - -- - To Reorder Ptars V8"Z -98 -542! • `a S all 20 ft, SIR fill III ; .- Iflu f f d limb job! ;4 165131 iflos1U gg ,�� cn J a w 0 CD w FM O z J Q U a >= ti M o Afo � c� Fz cc �x m IE U. a� Q t O C O � Lu 0. Zle TAS 2003 I.B.C. 3 tfRY Of- iii ;0; PEF"TGENTE" 2002 CQ,�.rE DES<- i IBC. i s r CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution FASTENER SCHEDULE FOR STRUCTURAL ME DESCRIPTION OF BUILDING ELEMENTS NUMBER E TYPE OF FASTENER SPACING OF FASTENERS Joist to sill or girder, toenail 3_8d Edges (inches)' i'X6' sub floor or less to each foist, face nail 2 -8d 2 st lea, 1 2' subfloor to Joist or girder, blind and face nail 2 -16d Wood structural panels, subfloor, roof and wall sheathing to framing, Sole plate to ,Joist or blocking, face nail 16d 16' o.c. To late: /Sole late to stud, end nail 2 -16d Stud to sole plate, toe nail 3 -8d or 2 -16d Double studs, face nail loci 24' oc. Double top plates, face nail loci 24' oc. Sole plate to ,Joist or blocking, at braced wall panels 3 -Ibd 16' o.c. Double top plates, minimum 24 -inch offset of end ,joist, face nail in lapped area 8 -trod 12 Blocks between foists or rafters to top plate, toenail 3 -8d 6 Rim Joist to top plate, toe nail 8d 6' 0. c. Top plates, laps at corner and intersections, face nail 2 -10d Other wall rhea thi Built up header, two pieces with i/2' spacer 16d 16' o .c. along each edge Continued header, two pieces 16d 16' oc. along each edge Ceiling Joists tc plate, toe nail 3 -ad Continuous header to stud, toe nail 4 -Sd Ceiling Joist, laps over partitions, face nail 3 -10d 3 Ceiling Joists to parallel rafters, face nail 3 -10d nail Sd common rail: Rafter to plate, toenail 2 -16d 1' brace to each stud and plate, face nail 2 -8d 2 staples Pi4' I 1' x 6' sheathing to each bearing, face nail 2_8d 2 staples 1 3 1' x 8' sheathing to each bearing, face nail 2 -8d 3 staples ft' nail: 8a ccnirrron nail Wider than I' x 8' sheathing to each bearing, face nail 3_8d 4 staples 1 Built -up corner studs 10d 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 -16d At each bearing Roof rafters to ridge, valley or hip rafters: toe nail face nail 4 -16d 3 -trod Rafter ties to rafters, face 3 -8d �C.C�►T `.GTCR c: Aii DaressFCra Sraii Be Gedced Ard Verified Arid. To rcratr.:c:'er. For 51:1 inch = 25.4 mm, 1 foot = 304,8 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 framing and sheathlnnqq connections shall have minimum average bending ye strength as shown: 80 ksi (551 MPs) for shank diameer of 0.192 inch (20d common nail), 90 ksl (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.17171 inch, and 100 ksi (689 MPa) for shank diameters of 0.142 Inch or less. f b. Staples are 16 gage wire and have a minimum 71/16 inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four- foot -by - - foot or 4 - foot -by -9 -foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table RoO23(2) F. For regions having basic wind speed of 110 mph or greater, ad deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48 -inch distance from gable end walls if mean roof height is more than 25 feet, up to 35 feet maximum. g. For re lops having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to Intermediate supports shall be spaced 6 inches on center for minimum 48 -inch distance from ridges, eaves and gable end walls/ and 4 Inches on center to gable endwall framing. h Gypsum sheathing shall conform to ASTM C 719 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to either A14A M4.1 or ASTM C 206 1. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters. 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. MECHANICAL. 50LID FUEL BURNING APPLIANCES Solid fuel burning appliances include airtight stoves, fire places stoves, room heaters /fireplaces stoves, factory -built fireplaces, and fireplace Inserts. Unless otherwise adopted by King County, all solid fuel burning appliances shall comply with 2003 IRC HEATING Each dwelling unit shall be provided with heating facilities capable of maintaining 710 *F at a point 3' above the floor in all Habitable rooms A. Fuel burning equipment located within the building envelope (constructed under the_WS.E.C.) "II obtain combustion air from outdoors. NOTE: BUILDING ENVELOPE The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. B. Fuel burning equipment located outside the building envelope shall meet the provisions of 2003 IRC C. Ductwork, location and source of combustion air, refer To 2003 IRC All warm -air furnace shall be listed and labeled by an approved agency and installed to listed specifications. Appliances intended for installation in closets, alcoves or confined spaces shall be so listed. No warm -air furnace shall be installed in a room used of designed to be used as a bedroom, bathroom, closet or in any enclosed space with access only through such room or space, except direct vent furnaces, enclosed furnaces and electric heating furnaces. No warm -air furnace shall be installed in a closet or alcove less than 12' wide' 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 basemen unless such location is provided with an approved means for removal of unburned gas. (Approval must be granted by the Building Official. Heating and cooling equipment located in a garage and which generates a glow, spark or flame capable of igniting flammable vapors shall be installed with the pilots and burners or heating elements and switches at least 18' above the floor level. Fire dampers need not be Insta in air ducts passing through the wall, floor, or ceiling separating a residence (Group R, Division 3 occupancy) from a garage (Group U, Division 1 occuparcy�provided such ducts within the garage are con- structed of steel having a thicicness not less than 0 .01Q inch (No, 26 Galvanized sheer gauge) and have no openings into the gar Warm -air furnace installations in attics or crawl spaces shall comply with 2003 IRC Every appliance (dryer, range, etc.) designed to be vented shall be ccrpected to a venting s yste m- Every factory bull: ch rr=ne% Type L vent, Type B gas vent or Type BW gas vent shall, be instal'ed in accordance with the terms of its listing, manufacture's Inst- r�;ct ions Vent ccrrect :ors sra I l be installed within the space or area in which We appliance is located ar.d shall be GO+'±r=e: l ed to a chi srriey or vent in such a mar!ter as to maintain ti''e cleararce to coer bustibles- ;UCT'J,�C�G: A. Duct systems sra:i b met m e o! al or factory -ade air a cos- p!vlrrg with 2003 IRC B. J oints zr<X s ea-' s wall be svbstant?allu afriu; (rectangular dues) (flat, Oval, and rov d ducts). V C. lrstallation of d:acts wall comply with 2003 iRC D. Dii:ct tr,sulation shall be installed in accordance witi 2003 lI,EC. To ftoorcw Pars YOW)BAS -5 21 GEM::RAL: 1. PiLOTS, BURNER, HEATING ELEMENTS 4 SWITCHES OF THE FURNACE AND W.W. SHOULD BE A MINIMUM OF l8' ABOVE THE GARAGE FLOOR THESE SHOULD ALSO BE PROTECTED AGAINST ANY VEHICULAR COLLISION. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITH A MIGHT 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 16 24' ABOVE HALLWAY WHICH LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WILL BE INSTALLED AT THE HIGHEST POINT. 5. RECESSED LIG-HTiNG FIXTURES SHOULD BE I.C. RATED AND ENCLOSURE LINED WITH A 1/2' GIU.B. TAPE AND FINISH. ro. ALL DUCTS, PLENUMS, AND ENCL- OSURE THROUG --W OR ALONG UN- WEATED SPACE511NCLUD ING- THOSE FROM GARAGE INSTALLATIONS), 514CULD BE THERMALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE Aip. e-w' rL I ,tee% . . \ C o. r r r 71. DRYER MOISTURE EXHAUST DUCT SHALL NOT EXCEED A TOTAL OF COMBINED HORIZONTAL AND VERT- iCAL EFFECTIVE LENGTH OF 14' - 0 3 . 8. MASONRY FIREPLACES SHOULD BE PROVIDED WiTH A TiGHTLY FITTING FLUE DAMPER AND A READILY ACCESSIBLE MANUAL CONTROL. AN OUTSIDE SOURCE OF COMBUSTION AiR SHOULD BE PROVIDED WiTH A DUCT OF 4 50. INCHES MINIMUM AREA AND REA- DILY OPERABLE DAMPER. S. WATER HEATERS LOCATED IN THE GARAGE OF UNHEATED FLOOR ARE TO BE INSTALLED ON INCOMPRE- SSIBLE INSULATION. 10. HOT AND COLD WATER HEATER PIPES IN THE GARAGE SHOULD BE INSULATED WITH MINIMUM R -3 INSUL. WITH A FLAME SPREAD OF 25 OR LESS. 11. THE SHOWER SURROUNDS ARE TO BE A SMOOTH, HARD AND NON- ABSORBENT SURFACE NOT LESS THAN 710' ABOVE THE DRAIN INLET. 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 OUT SIDE TO BE NO MORE THAN 1' BELOW THE THRESHOLD. 15. INTERMEDiATE RAILS TO BE NO MORE THAN 4' APART. iro. STAIR HANDRAILS AND HAND GRiPS ARE TO HAVE 11/4' TO 2' CROSS SECTIONALS AND RETURN TO WALL. (CONTINUOUS) 171. 5/8' TYPE `X' G.W.B. UNDER ALL Stair WELLS AND DOUBLE LAYER IF STRINGER SPACING iS MORE THAN 16'oc. 18. WATER HEATER SHALL BE SEISMIC ALLY STRAPPED AT A POINT WITHIN THE UPPER 1/3RD AND THE LOWER 1/3RD OF ITS VERTICAL DIMENSION. THE LOWER STRAP SHALL BE NOT LESS THAN 4 INCHES ABOVE THE CONTROLS. i9. WINDOW MANUFACTURER TO PRO- VIDE PORT HOLES IN EACH WINDOW IN EACH HABITABLE ROOM. 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. 71. 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. TRUSS 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 TRUSS BOTTOM CHORD WiLL NOT BEAR ON NONBEARING WALL. 10. ROOF TO BE ANCHORED TO RE- SIST NET WIND UPLIFT LOADS. USE SIMPSON 9 141' ANCHORS. 11, TRUSSES WILL NOT BE FIELD ALT- ERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12. TRUSSES SHALL HAVE DETAILS AND DRAWINGS ON SITE FOR FIELD INSPECTION. 13. PROVIDE SCREENED BLOCKING OVER SUPPORTS. 14. SHADED AREAS = FRAME OVER WITH 2x6 RAFTERS is 24 UN.O. SPANS EXCEEDING I0' -3' FRAME OVER W/ 2x8' a 24' O.C. FOUNDATION'. GALVANIZED METAL FLASHING TO BE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOiST. 2. CONCRETE PIER PADS SHOULD PROJECT AT LEAST 8' ABOVE GROUND UNLESS PRESSURE TREATED MATERIALS ARE USED. 20. WATER HEATER PRESSURE RELIEF VALVE TO DRAIN BY GRAVITY TO EXTERIOR. 21. ALL SAFETY GLAZiNG SHALL BE PERMANENTLY LABELED DESIGNATING - T14E TYPE AND THIC;<NESS OF GLASS AND THE SAFETY GLAZING STANDARD WITH W41Ci 4 IT COMPLIES fzOOF: 1. ATTIC VENTILATION AS PER 2003 IRC SEE VENTILATION'S CALCULATIONS PROVIDED. 2. 1/NT Cf EENI II GS SWA.LL BE COVERED WITF! COR=ROSION RESIST AN T U."RE ME514 WIT 14 CPENINGS OF 1/4 SQ INCH 3. ROOF VALLEYS TO WAVE 28 GALIGE G ALVANIZED FL ASHING-. SECTIONS: 1. ALL EXPOSED INSULATION MATER - AILS INCLUDINC- FACING- WUCH AS VAPOR BARRIERS OR UEATHERED PAPER SHOULD HAVE FLAME /SMOKE DEVELOPED RA i ftsw LA ON 25/450 OR LESS. yAc 2 PEAMiTCENTEh NOTE: ALL INFORMATION PROVIDED ON T1416 St- BEET 15 PAR 114E 2003 !RC: VE RIFY CCAL CODES IF CaNSTROC T ION ;S IN O T HE TPIAN WA. S T ATEE. o a ll V : al x r u M 11i �r lop Ito ;t a ap 1111 `� ii`` zxxzpp eLeLCp ► 0 J Q FM W O Cn w I O z J Q U a r to �o C*2 N 40 � .`-. s O T0J! iii a o ' p"' oo to "Cl CO VW ' o oz Z TAS 2003 I.B.C. K CCP=MC*i, 2002 GG- DES4-% C � s � SPACING OF FASTENERS DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENERb'°'°° Edges (inches)' intermediate supports (Inches) Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wail sheathing to framing 5 /iro' -1712 ` 6d common nail 6 12 (sub floor, wa11) 8d common nai (roof) IS/32 18d common nail 6 12 10d common nail or 6 12 ad deformed rail Other wall rhea thi 71/2' regular cellulosic 1 1/2' galvanized roofina 3 6 fiberboard sheathing na (i 6d common na i 1 staple l6ga., I i/2' long :/2' str.,:ctura1 csilsios 1 1/2' galvanized roofirc 3 6 hberboard sheathing4 nail Sd common rail: staple 16o-a., 1 1/2' long I 25/32' structural cellulosic 1 3/4' galvanized rcofir 3 6 fiberboard shag :hlr4 nail: 8a ccnirrron nail staple '6ga., 1 3/4' long 7112' c sI- ,eathiro 1 1/2' galvanized roofing 4 8 nail 6d c ;*w. ,on ra staple galvanized, 1 1/2' ! I long: 1 114' soma, T�c,ne W or S i 5/8' ayr�s�:�rr srea'trifg 1 3/4' ealvar_izsd roof a. S na il/ Sa ccii -rr nail ! l i staple aalvan. zed, i 518' !l ! long: 1 5/8' sr. -curs, i i une Eli or S li„ood structural carrels, combination sub-Floor to z. amiss I X 3/ 4' ar±ci less rod aefo mt ed r-aii Cr 8o 6 12 l ed . ; k Grl ra ' 71/8' -1' cc aeon fail or ad 6 12 I aeform- d nail i 1 /8' -1 114' 0d c ommon r±a sl or ad 6 � 12 deformed na it �C.C�►T `.GTCR c: Aii DaressFCra Sraii Be Gedced Ard Verified Arid. To rcratr.:c:'er. For 51:1 inch = 25.4 mm, 1 foot = 304,8 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 framing and sheathlnnqq connections shall have minimum average bending ye strength as shown: 80 ksi (551 MPs) for shank diameer of 0.192 inch (20d common nail), 90 ksl (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.17171 inch, and 100 ksi (689 MPa) for shank diameters of 0.142 Inch or less. f b. Staples are 16 gage wire and have a minimum 71/16 inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four- foot -by - - foot or 4 - foot -by -9 -foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table RoO23(2) F. For regions having basic wind speed of 110 mph or greater, ad deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48 -inch distance from gable end walls if mean roof height is more than 25 feet, up to 35 feet maximum. g. For re lops having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to Intermediate supports shall be spaced 6 inches on center for minimum 48 -inch distance from ridges, eaves and gable end walls/ and 4 Inches on center to gable endwall framing. h Gypsum sheathing shall conform to ASTM C 719 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to either A14A M4.1 or ASTM C 206 1. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters. 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. MECHANICAL. 50LID FUEL BURNING APPLIANCES Solid fuel burning appliances include airtight stoves, fire places stoves, room heaters /fireplaces stoves, factory -built fireplaces, and fireplace Inserts. Unless otherwise adopted by King County, all solid fuel burning appliances shall comply with 2003 IRC HEATING Each dwelling unit shall be provided with heating facilities capable of maintaining 710 *F at a point 3' above the floor in all Habitable rooms A. Fuel burning equipment located within the building envelope (constructed under the_WS.E.C.) "II obtain combustion air from outdoors. NOTE: BUILDING ENVELOPE The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. B. Fuel burning equipment located outside the building envelope shall meet the provisions of 2003 IRC C. Ductwork, location and source of combustion air, refer To 2003 IRC All warm -air furnace shall be listed and labeled by an approved agency and installed to listed specifications. Appliances intended for installation in closets, alcoves or confined spaces shall be so listed. No warm -air furnace shall be installed in a room used of designed to be used as a bedroom, bathroom, closet or in any enclosed space with access only through such room or space, except direct vent furnaces, enclosed furnaces and electric heating furnaces. No warm -air furnace shall be installed in a closet or alcove less than 12' wide' 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 basemen unless such location is provided with an approved means for removal of unburned gas. (Approval must be granted by the Building Official. Heating and cooling equipment located in a garage and which generates a glow, spark or flame capable of igniting flammable vapors shall be installed with the pilots and burners or heating elements and switches at least 18' above the floor level. Fire dampers need not be Insta in air ducts passing through the wall, floor, or ceiling separating a residence (Group R, Division 3 occupancy) from a garage (Group U, Division 1 occuparcy�provided such ducts within the garage are con- structed of steel having a thicicness not less than 0 .01Q inch (No, 26 Galvanized sheer gauge) and have no openings into the gar Warm -air furnace installations in attics or crawl spaces shall comply with 2003 IRC Every appliance (dryer, range, etc.) designed to be vented shall be ccrpected to a venting s yste m- Every factory bull: ch rr=ne% Type L vent, Type B gas vent or Type BW gas vent shall, be instal'ed in accordance with the terms of its listing, manufacture's Inst- r�;ct ions Vent ccrrect :ors sra I l be installed within the space or area in which We appliance is located ar.d shall be GO+'±r=e: l ed to a chi srriey or vent in such a mar!ter as to maintain ti''e cleararce to coer bustibles- ;UCT'J,�C�G: A. Duct systems sra:i b met m e o! al or factory -ade air a cos- p!vlrrg with 2003 IRC B. J oints zr<X s ea-' s wall be svbstant?allu afriu; (rectangular dues) (flat, Oval, and rov d ducts). V C. lrstallation of d:acts wall comply with 2003 iRC D. Dii:ct tr,sulation shall be installed in accordance witi 2003 lI,EC. To ftoorcw Pars YOW)BAS -5 21 GEM::RAL: 1. PiLOTS, BURNER, HEATING ELEMENTS 4 SWITCHES OF THE FURNACE AND W.W. SHOULD BE A MINIMUM OF l8' ABOVE THE GARAGE FLOOR THESE SHOULD ALSO BE PROTECTED AGAINST ANY VEHICULAR COLLISION. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITH A MIGHT 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 16 24' ABOVE HALLWAY WHICH LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WILL BE INSTALLED AT THE HIGHEST POINT. 5. RECESSED LIG-HTiNG FIXTURES SHOULD BE I.C. RATED AND ENCLOSURE LINED WITH A 1/2' GIU.B. TAPE AND FINISH. ro. ALL DUCTS, PLENUMS, AND ENCL- OSURE THROUG --W OR ALONG UN- WEATED SPACE511NCLUD ING- THOSE FROM GARAGE INSTALLATIONS), 514CULD BE THERMALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE Aip. e-w' rL I ,tee% . . \ C o. r r r 71. DRYER MOISTURE EXHAUST DUCT SHALL NOT EXCEED A TOTAL OF COMBINED HORIZONTAL AND VERT- iCAL EFFECTIVE LENGTH OF 14' - 0 3 . 8. MASONRY FIREPLACES SHOULD BE PROVIDED WiTH A TiGHTLY FITTING FLUE DAMPER AND A READILY ACCESSIBLE MANUAL CONTROL. AN OUTSIDE SOURCE OF COMBUSTION AiR SHOULD BE PROVIDED WiTH A DUCT OF 4 50. INCHES MINIMUM AREA AND REA- DILY OPERABLE DAMPER. S. WATER HEATERS LOCATED IN THE GARAGE OF UNHEATED FLOOR ARE TO BE INSTALLED ON INCOMPRE- SSIBLE INSULATION. 10. HOT AND COLD WATER HEATER PIPES IN THE GARAGE SHOULD BE INSULATED WITH MINIMUM R -3 INSUL. WITH A FLAME SPREAD OF 25 OR LESS. 11. THE SHOWER SURROUNDS ARE TO BE A SMOOTH, HARD AND NON- ABSORBENT SURFACE NOT LESS THAN 710' ABOVE THE DRAIN INLET. 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 OUT SIDE TO BE NO MORE THAN 1' BELOW THE THRESHOLD. 15. INTERMEDiATE RAILS TO BE NO MORE THAN 4' APART. iro. STAIR HANDRAILS AND HAND GRiPS ARE TO HAVE 11/4' TO 2' CROSS SECTIONALS AND RETURN TO WALL. (CONTINUOUS) 171. 5/8' TYPE `X' G.W.B. UNDER ALL Stair WELLS AND DOUBLE LAYER IF STRINGER SPACING iS MORE THAN 16'oc. 18. WATER HEATER SHALL BE SEISMIC ALLY STRAPPED AT A POINT WITHIN THE UPPER 1/3RD AND THE LOWER 1/3RD OF ITS VERTICAL DIMENSION. THE LOWER STRAP SHALL BE NOT LESS THAN 4 INCHES ABOVE THE CONTROLS. i9. WINDOW MANUFACTURER TO PRO- VIDE PORT HOLES IN EACH WINDOW IN EACH HABITABLE ROOM. 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. 71. 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. TRUSS 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 TRUSS BOTTOM CHORD WiLL NOT BEAR ON NONBEARING WALL. 10. ROOF TO BE ANCHORED TO RE- SIST NET WIND UPLIFT LOADS. USE SIMPSON 9 141' ANCHORS. 11, TRUSSES WILL NOT BE FIELD ALT- ERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12. TRUSSES SHALL HAVE DETAILS AND DRAWINGS ON SITE FOR FIELD INSPECTION. 13. PROVIDE SCREENED BLOCKING OVER SUPPORTS. 14. SHADED AREAS = FRAME OVER WITH 2x6 RAFTERS is 24 UN.O. SPANS EXCEEDING I0' -3' FRAME OVER W/ 2x8' a 24' O.C. FOUNDATION'. GALVANIZED METAL FLASHING TO BE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOiST. 2. CONCRETE PIER PADS SHOULD PROJECT AT LEAST 8' ABOVE GROUND UNLESS PRESSURE TREATED MATERIALS ARE USED. 20. WATER HEATER PRESSURE RELIEF VALVE TO DRAIN BY GRAVITY TO EXTERIOR. 21. ALL SAFETY GLAZiNG SHALL BE PERMANENTLY LABELED DESIGNATING - T14E TYPE AND THIC;<NESS OF GLASS AND THE SAFETY GLAZING STANDARD WITH W41Ci 4 IT COMPLIES fzOOF: 1. ATTIC VENTILATION AS PER 2003 IRC SEE VENTILATION'S CALCULATIONS PROVIDED. 2. 1/NT Cf EENI II GS SWA.LL BE COVERED WITF! COR=ROSION RESIST AN T U."RE ME514 WIT 14 CPENINGS OF 1/4 SQ INCH 3. ROOF VALLEYS TO WAVE 28 GALIGE G ALVANIZED FL ASHING-. SECTIONS: 1. ALL EXPOSED INSULATION MATER - AILS INCLUDINC- FACING- WUCH AS VAPOR BARRIERS OR UEATHERED PAPER SHOULD HAVE FLAME /SMOKE DEVELOPED RA i ftsw LA ON 25/450 OR LESS. yAc 2 PEAMiTCENTEh NOTE: ALL INFORMATION PROVIDED ON T1416 St- BEET 15 PAR 114E 2003 !RC: VE RIFY CCAL CODES IF CaNSTROC T ION ;S IN O T HE TPIAN WA. S T ATEE. o a ll V : al x r u M 11i �r lop Ito ;t a ap 1111 `� ii`` zxxzpp eLeLCp ► 0 J Q FM W O Cn w I O z J Q U a r to �o C*2 N 40 � .`-. s O T0J! iii a o ' p"' oo to "Cl CO VW ' o oz Z TAS 2003 I.B.C. K CCP=MC*i, 2002 GG- DES4-% C � s � CRANE DESIGN, Inc. Reserves Ail Legal Rights To Material On This Sheet — Subject To Criminal Prosecution 4x POSTS OR (2) 2x STUDS 0 MIN. 16" O.C. 1 /2 - PLYWOOD W/ 8d NAILS 0 3" O.C. U.N.O. AT PANEL EDGES EXTEND PLYWOOD TO OVERLAP RIM JOIST & SILL PLATE 3200# CAPAq.TY STRAP HOLDOWNS MINIMUM U.N.O (SEE PLANS) CONC. FOUNDATION & FOOTING * NOTES: 1. ALL STRAP HOLDOWNS SHALL BE INSTALLED PER MANUFAC = JRER'S SPECIFICATIONS. INCLUDING CORNER INSTALLATION TWO HOLDOWNS CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES OF APPROVED HOLDOWNS CAN BE USED IN PLACE OF STRAP HOLDOWNS. SUBMIT DETAILS FOR AGENCY APPROVAL. ,PANEL AT FLOOR OVER CRAWL SPACE "x TOP PLATE EADER — 2x STUDS, NAIL SHEATHING 0 EACH STUD d NAILS PER TABLE GoC12_?S (l) PA RATED SHEATHING 3/8" MIN. POSTS OR (2) 2x STUDS MIN. 24" O.C. 2" PLYWOOD W/ 8d NAILS I" O.C. 0 PANEL EDGES A5 OR EQ. W. 2 -1/2" BOLT MIN. 00# CAPACITY FLOOR ANCHORS 4" 0 48" O.C. W/ (5)10d NCH END '8" DIA. x 12" A.B. 2x PLATES P.T. SILL PLATE 00# CAPATY STRAP ILDOWNS * NOTES: 1. ALL STRAP HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFiCATIONS, INCLUDING CORNER INSTALLATION TWO HOLDOWNS ;,AN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES OF APPROVED HOLDOWNS CAN BE USED IN PLACE OF STRAP HOLDOWNS. SUBMIT DETAILS FOR AGENCY APPROVAL. PANEL AT FLOOR OVER PONY WALL — 2x4 BLOCKING AT ANY LYWOOD JOINT PPROVEJ HOCKED —END WOOD CONCRETE CONNECTORS WITH s C0# CAPACITY (MAIN_) - 2x PLATES - NAIL SHEATHING EACH PLATE !) — 3/4" DIA. A.B. — 12" EMBEOMENT (QUARTER POINTS — #4 BAR CONT. TOP & GOTTOM ALT. BRACED WALL PANEL (PRESCRIPTIVE PROVISIONS FCR I & 2 STORY BUILDINGS 2320) NOTE: EXCEPTION FOR 2 STORY STRUCTURE_ IN THE FIRST STORY OF A 2 STORY 1) EACH PANEL SHALL BE SHEATHED ON EA. FACE 2) THREE ANCHOR BOLTS PER PANEL PLACED 0 ONE —FIFTH PCINTS. 3) TIE DOWN DEVICE UPLIFT CAP SHALL NOT BE LESS THAN 3000 lbs. eC:.MiACTCR MiOic: AR Oinenscers Sl;cit 2e Ct:eciced And Yri`:ed Pr; or To Ccrsin:ct:on_ To Receder P €cr s f (£OG;S4E -5421 f NOTE: —SEE FASTENER SCHEDULE ON SHEET S3 —A OR TABLE R602.3(1)IRC FOR BRACED WALL PANEL CONNECTIONS TO FRAMING. —FOR SILL ANCHORAGE TO FOUNDATION SEE DETAILS REFERRED TO ON FOUNDATION PLAN. —FLOOR JOISTS PARALLEL TO THE TOP PLATE ON AN INTERIOR BRACED WALL PANEL SHALL BE TOE NAILED TO THE TOP PLATE WITH AT LEAST 8d NAILS SPACED A MAXIMUM OF 6 INCHES ON CENTER. —TOP PLATE LAPS AT INTERIOR BRACED WALL PANELS SHALL BE FACE NAILED WITH AT LEAST EIGHT 16d NAILS ON EACH SIDE OF THE SPLICE. — PROVIDE BLOCKING UNDER INTERIOR BRACED WALL PANELS RUNNING PERPENDICULAR TO FLOOR JOISTS. — PROVIDE DOUBLE JOISTS UNDER INTERIOR BRACED WALL PANELS RUNNING PARALLEL TO FLOOR JOISTS. HEADER TO CORNER _YWOOD W/ 8d NAILS C. TS OR (2) 2x STUDS CKING 0 PLYWOOD BRACED WALL PANEL SCHEDULE Plywood /OSB 6d nail 6" o.c. (edges) 3/8 "x4'x8' 12 "o.c.(field) /Q\ GW9 - 1/2' x 8' x 8' 5d cooler nails or wallboard \ (one face) nails 7" o.c. O GWB - 1/2" x 4' x 8' 5d cooler /wallboard nails (two faces) 7" o.c. throughout n Structural Panel Siding Corrosion resistant 6d nails 3/8" x 4' x IT at 6" ox. (edges) 12" oc. (field) O One —story olt. braced panel Nailing 8d at 6" ox. (edges) 12" o.c. (field) 3/8" x 2 8" x 10' or less Blocking required at all edges 2 anchor bolts placed at quarter points. Hold downs — 1800# at each end. S Two - -story alt. braced panel Nailing 8d of 6" o.c. (edges) 3/8" x 2 8" x 10' or less 12" o.c. (field) Plywood or OSB (two faces) Blocking required at all edges. 3 anchor bolts placed at fifth points. Hold downs - 3000# at each end. GENERAL NOTES: Braced wall panel sale plates nailed to floor and top plates shall be anchored to framing above. Where joists are perpendicular to braced wall lines, provide blocking under and in line with braced wall panels. HEADER AT CORNER n HEADER SPLICE J 00 Z5 • CRY 0-:_ 'LA �f� . ; - Pcs� i �c►�trl ti, Wig I's a � o::4 �� V6451 121101 V b. ion Y 1 _� :$M f l a g � �is S1 .1 a s 0 0`08 3 jig U� J W z Q J Q W Q J a! 0 r yea N � x VL �N OC to pm C* f° CD CM No =Cc v �r c . s oz W elm 14 TAS 2003 I.B.C. C! PLAN whet i MIN. z HEADER PER PLAN ST6236 1200# CAPACITY STRAP TIE 3/8" PLYWOOD W/ 8d NAILS 0 3" O.C. AT PANEL EDGES 4x POSTS OR (2) 2x STUDS 3x BLOCKING 0 PLYWOOD JOINTS REV"ED FOR CODE COMPLIANCE MAR 2 A 7009 City of Tukwila q1 ITI milt` rmire rnk 2x TOP PLATE HEADER NAIL SHEATHING TO HEADER AT 3" O.C. B.W. 2 — 2x STUDS NAIL SHEATHING TO EACH STUD 8d NAILS AT 3' O.C. ALL PLATES, HEADERS & STUDS APA RATED SHEATHING 3/8' MIN. 24/0 EXP. 1 2 — 2x4 BLOCKING AT ANY PLYWOOD JOINT APPROVED HOOKED —END WOOD TO CONCRETE CONNECTORS 'WIT 24001 CAPACITY (MIN.) 2 — 2x PLATES — NAIL SHEATrING TO EACH PLATE (2) 3/4' DIA. A.B. — 12" BASEDUENT CONTINUOUS FOOTING OR SLAB EDGE NOTE: FOR USE IN GARAGE END WALLS AS SHOWN. IF A P.-COR INTERVE4ES BETWEEN FOUNDATION AN BRACED PANEL, THE PLYWOOD SHALL OVE.ICLAP THE RIM JOIST AN SILL PLATE. PROVIDE HOLDOWS, BOLTS AND PLYWOOD NAILING AS SHOWN. iF USED ABOVE PONY WALL USE DETAIL 17. DETAIL (24 INCH LATERAL RESTRAINT PANEL)