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HomeMy WebLinkAboutPermit D05-427 - DOAK HOMES - LOT 10DOAK HOMES -LOT 10 11647 35 LN S DOS -427 Z Z. �W J U; 0 N0 WI J I_ WO g IL Q S Ci 1- W Z�: W uj U� co 0- O 1- W• W LL O W Z• F= • _• O ~' Z �w ►, w City a� Tukwila , Steven M. Mullet, Mayor oT '`yy Department of Community Development Steve Lancaster Director l0 6300 Southcenter Boulevard, Suite #100 N t!2 Tukwila, Washington 98188 Phone: 206 -431 -3670 if908 Fax: 206 - 431 -3665 Web site: ci.tulnvilama.us DEVELOPMENT PERMIT Parcel No.: 0733000033 Permit Number: DOS-427 Address: 11647 35 LN S TUKW Issue Date: 03/31/2006 Suite No: Permit Expires On: 09/27/2006 Tenant: Name: DOAK HOMES INC - LOT 10 Address: 11647 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 Contractor License No: DOAKHI *092NZ Expiration Date: 08/08/2007 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. Value of Construction: $207,786.09 Type of Fire Protection: NONE Type of Construction: V -B Fees Collected: $10,732.92 International Building Code Edition: 2003 Occupancy per IBC: 22 doc: IBC - PERMIT D05 -427 Printed: 03 -31 -2006 z Z �w QQ JU 00 to w= Wu- 0 LL U� = �. w z t— O z H W �5 U O - at-- ww u. O z w U= O z City G. Tukwila O Ni Department of Commimity Development - 6300 Southcenter Boulevard, Suite #100 N 2 Tukwila, Washington 98188 •y ••.. w...M••'•• Phone: 206 - 43.1 -3670 1908 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.its Permit Number: Issue Date: Permit Expires On: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Steven M. Mullet, Mayor Steve Lancaster, Director D05 -427 03/31/2006 09/27/2006 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 0 C.Y. Fill 150 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: Y Permit Center Authorized Signature: Dater I hereby certify that I have read and x mir9 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 c or the perfo rmance of work. I am authorized to sign and obtain this development permit. ' -31 Signature: �--7 - _ Date: - (�C Print Name: ��'a- �— '�)� aiz - 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 W Q 2 J0 00 Cl) o . CO LLJ J � CO W w LL j � =w �O Z LIJ w U� 0 o H. wW O Z 0 C P z. O Z doc: IBC- PERMIT D05 -427 Printed: 03 -31 -2006 City o Tukwila f Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0733000033 Permit Number DOS -427 Address: 11647 35 LN S TUKW Status: ISSUED Suite No: Applied Date: 11/29/2005 Tenant: DOAK HOMES INC - LOT 10 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: 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. 11: 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. 12: 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. 13: 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. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. doc: Conditions D05 -427 Printed: 03 -31 -2006 "NI naw- Mo-+NCtrwlwtn >Mwi� , .w.k.;w�v+�ww»,..»«he+nxK�+t� nw�NIKH[fYRKr�7iMC%iVpYtn i I4 Z _� ~ w a � a 2 JU UO J= H S2 LL w� LLQ C/)� = �w Z �_O Z JLJ Do U ON o11._ W u' O w Z U= O Z - .. �g City of Tukwila face Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of z Public Health - Seattle and King County (206/296- 4932). z 16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department 2 of Labor and Industries (206/248- 6630). v 00 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, Co W any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits UJI _ presuming to give authority to violate or cancel .the provisions of the code or other ordinances of the City of Tukwila v_� .U- shall not be valid. The issuance of a permit based on construction documents and other data shall. not prevent the W 0 Building Official from requiring the correction of errors in the construction documents and other data. J 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** co D = 19: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least Z X 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. O 20: ** *FIRE DEPARTMENT CONDITIONS * ** z�_ LU 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the �p p N following concerns: o �— wW v 22: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving O surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) LU N 0 23: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 0 ~ 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a z hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 24: 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) 25: 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) 26: The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (IFC Appendix 8105.1) 27: 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) 28: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Conditions D05 -427 Printed: 03 -31 -2006 t9ae City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431 -3670 .30: ** *PLANNING DEPARTMENT CONDITIONS * ** z 31: Eaves may only extend 18" into the minimum setback area. z; Cf. W * *continued on next page ** v O CO to w CO) .LL W 0: U. CO a; _; • w o; W v 0C WW U- o, �_ i i doc: Conditions D05 -427 Printed: 03 -31 -2006 ,g City of Tukwila 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. Date: 3 31 -0E, Print Name: �' L �JcGc1p t i I 1 C i i doc: Conditions D05 -427 Printed: 03 -31 -2006 Z ;3: Z �w J U. U O O ; U W =' J H N V. WO L L 52a =w z �. �O z r-- w LU � o' U O N. 1-- WW H FU-- U- ill Z U CO O Z � CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Mailing Address: j / % 2- — CZZ fi e- t? S , 4t - 4Y u r' i e1y l', Z4 City State Z p E -Mail Address: Fax Number: ; c v,7 4 1,9-- -S`?9/ : GENERAL CONTRACTOR. INFORMATION . (M[echanical Contra information on back.page) ' Company Name: 1Vc14 e S l ,VG , Mailing Address: f 9/2 — 2 6,777 1? 0 S': CJ �. r.,��✓ C��/. -� 9_/ciC . / City C e 2 O ti J -,2 - � P6 Contact Person: j / t-- , Day Telephone: E -Mail Address: tit ��' Fax Number: _ — ?e9 6 — Contractor Registration Number: j /Q�W* M21v Z Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at t1le tirde of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: / N Mailing Address: ;Z D 2 i U LZ 7* ' S City State Zip Contact Person: !!2!.4 k Day Telephone: fig 2 9 5- y E -Mail Address: Fax Number: ENGINEER OF RECORD. —All plans must be wet stamped by Engineer of Record I. / Company Name: dqZ/ Mailing Address: �i�X 5� I�LJi�r'��� /�✓' [/ r � !� 9 72 City State Zip Contact Person: �l In D � y � C 1, l �> c'.2 Day Telephone' 9% �" 41 `511•03r- /0 9 .s E -Mail Address: f�i ,�� A Fax Number: L / A q!S S / O 8'3 q:\\permitf plw\icc changa\permit application (7.2004) Revi": " -05 bh Pap t i t I Z Z �W QQ JU 00 N J = (L WO UQ N� = f_ W Z t- I- O Z F- W W U� O- 0 (- WW F- 0 � 111 U= O Z i y +BUILDING PERMIT iNFOR1VIATION 206 431 -3670 . i Valuation of Project (contractor's bid price): $ - Scope of Work (please provide detailed information Will there be new rack storage? []..Yes NrNo C. Existing Building Valuation: $ If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below - PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Areas ft : L y7�3 Floor area of principal dwelling: (q ) p p g: 12QA Floor area for accessory dwelling: *Provide documentation t at shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard Compact: Handicap: Will there be a change in use? ❑ ....Yes X.-No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm ;R ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes E3.. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x II paper indicating quantities and Material Safety Data Sheets. .S :.L..a 777 ..I.ai:u.::;t:.i „ i;;: ,:;i;i.i.i.1 ,;: Y ak, �i +r..:s.,::'.c.stiwttiSS;1- '.+v'i krs:KiGtiYX%'+1S55YP. Y :k!#1fii!`ll Y.`�LY” AF.WKi f1$Y �Kxt wmr.ra+wN�+w w� -: sc••• a .w:...,:j.o...;a.us.:,.i.:..::i Z dX- Z �W QQ� JU UO UU CO W J= U) U. WO 9-J W? cl)O = W Z� H O Z 1- W W U� ON o I- W 2 F- H U O •• Z W U= O F- Z Existing Interior Remodel Addition to Existing .Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor.: C P� 2n Floor ) O 3'd ..Floor. 'Floors `: thru . Basement '- Accessory Structure* Attached Garage O Detached Garage Attached Carport Detached Carport Covered.Deck oZ 3 Uncovered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Areas ft : L y7�3 Floor area of principal dwelling: (q ) p p g: 12QA Floor area for accessory dwelling: *Provide documentation t at shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard Compact: Handicap: Will there be a change in use? ❑ ....Yes X.-No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm ;R ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes E3.. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x II paper indicating quantities and Material Safety Data Sheets. .S :.L..a 777 ..I.ai:u.::;t:.i „ i;;: ,:;i;i.i.i.1 ,;: Y ak, �i +r..:s.,::'.c.stiwttiSS;1- '.+v'i krs:KiGtiYX%'+1S55YP. Y :k!#1fii!`ll Y.`�LY” AF.WKi f1$Y �Kxt wmr.ra+wN�+w w� -: sc••• a .w:...,:j.o...;a.us.:,.i.:..::i Z dX- Z �W QQ� JU UO UU CO W J= U) U. WO 9-J W? cl)O = W Z� H O Z 1- W W U� ON o I- W 2 F- H U O •• Z W U= O F- Z Scope of Work (please provide detailed Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate'sheet.. Water District [':..Tukwila El ... Water District # 125 [1.. Highline ❑ . Renton ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila [... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate [ '. Sewer Availability Provided [:]..Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. 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 El.. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreements) ❑ ... Hold Harmless Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way _ ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance j ...Total Cut _ cubic yards ❑ .. Work in Flood Zone ...Total Fill cubic yards. Storm Drainage ,..Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut El.. Channelization ® ...Frontage Improvements ❑ .. Pavement Cut .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " Er-Permanent Water Meter Size..." WON ❑ ...Temporary Water Meter Size.. WON ❑ ... Water Only Meter Size............ WON ❑ ...Deduct Water Meter Size ........ ... Sewer Main Extension ............Public Private ❑ ... Water Main Extension .............Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Name: b q,41, ow <�c Day Telephone: 2 0 6 Mailing Address: R j . _ 2 G 1�—t> t' ' GzJ�4? 44 �r�n lt_� fit- City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip q %pormits plus\'tcc changcs\permit application (7.2004) Revised: 6.8 -03 Page 3 bh ZZ " W l QQ Y 2 JU 0 W = NW WO 2r 9:3 Nd = W Z� t O Z F- 2� U ON ❑ H WW H O W Z U= O Z " ,MECHANICAL PERMIT INFORMATION- 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION New ... � Replacement..... Company Name: Ale i -��.tiy v� � viz tv,�c ' l�y�il : tip`, INC Mailing ddress: OO / g _ 4 Fuel Type Electric ..... ❑ Contact Person: kC411 --es City Day Telephone: State Zip E -Mail Address: Fax Number: V f - �' 3 -J7 Contractor Registration Number: f T E X X 3 60y Expiration Date: / 0 - 2 C — * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): S j Scope of Work (please provid detailed information): A)ee-3 /7 ?a Use: Residential: New ... � Replacement..... F1 Commercial: New .... ❑ Replacement..... ❑ Fuel Type Electric ..... ❑ Gas.... Other: Indicate type of mechanical work being installed and the quantity below: Unit Type:' Qty Unit Type: Qty Unit Type:' Boiler/Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat r 15 -30 HP /1,000,000 BTU to Sin le Duct Suspended /Wall /Floor Ventilation System / Wood/Gas Stove r 30 -50 HP /1,750,000 BTU Mounted Heater A liance 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 I I Equipment PERMIT APPLICATION NOTES-— Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: ///2 � �d G - 3 17,Z - -z ALFo Print Name : c,J'? , ee v Day Telephone: 2 D 6 Y 1!�- i� Sg 7 Mailing Address: 2 6 A 6ZZ Ai .Y C, 4.00 ra I, ^/ &Il 4) r} �r � - 111Z1 City State Zip Date Application Accepted: I Date Application Expires: Staff Initials: r7 A Rcvised 6.8.05 Page 4 bh J .ear,itt7i.NvM�iYtil 'lauvrnf+iR km+rr?!:oa+e.zsa*rna�:tvrx,x , nu�msx�Sr.. M. v ass: +a�7 =��:xr.S�rrrsvcA;>ii*147C1, �f" "lY�f "�'+3?i= ��3+`�' r' i, Z =Z W QQ JU UO W= �u_ WO J tL Q rn � = W Z F— F- O Z U� LLJ O� o l— W H U_ O •• Z W U= O� Z r..MN O 19 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 SET RECEIPT Copy Reprinted on 03 -31 -2006 at 15:49:23 RECEIPT NO: R06 -00436 Initials: JEM User ID: 1165 Payee: DOAK HOMES, INC. 03/31/2006 Steve Lancaster, Director Payment Date: 03/31/2006 Total Payment: 28,122.74 z �W U 0 W = r �. N LL W O U Q to = �w �z 1- 1— O Z t- 0 C.3 N' 0 1-- W U_ O . z. CO) O z - SET ID: 0331 SET NAME: Doak Homes SET TRANSACTIONS: ! set Member Amount D05 -424 6,944.80 D05 -425 6,812.94 D05- 42,6_ -.. 6,812.94 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 Amount ---- - - - - -- -- - - - - -- --------------------- Payment Check 5165 - - - - -- ------ - - - - -- 28,122.74 TOTAL: 28,122 .74 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- BUILDING - RES ---------- - - 000/322.100 - - -- ------ - - - - -- 8,057.86 MECHANICAL - RES 000/322.100 739.12 PLAN CHECK - WATER METER 000/345.830 40.00 PW LAND ALT PERMIT FEE 000/342.400 218.00 PW LAND ALT PLAN REVIEW 000/345.830 148.00 PW PERMIT /INSPECTION FEE 000/342.400 640.00 STATE BUILDING SURCHARGE 000/386 18.00 WATER - ALLENTOWN /RYAN 401/379.004 15 ,901.76 WATER CONNECTION 401/379.002 240.00 WATER INSPECTION FEE 401/342 60 .00 WATER INSTALLATION (DEP) 401/386.520 1,960.00 WATER TURN -ON FEE 401/343 Q 0 TO'. 04/03 9710 2 T42 .;% z �W U 0 W = r �. N LL W O U Q to = �w �z 1- 1— O Z t- 0 C.3 N' 0 1-- W U_ O . z. CO) O z - i �. City of Tul face 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 4 _ Parcel No.: 0733000030 Address: Suite No: Applicant: DOAK HOMES INC - LOT 10 Receipt No.: R05 -01800 Initials: LAW User ID: 1630 DOS -427 PENDING 11/29/2005 Payment Amount: 2,222.00 Payment Date: 12/16/2005 11:50 AM Balance: $2,769.50 i I Payee: DOAK HOMES INC TRANSACTION LIST: Type - - - - -- Method Description - - - - -- Amount I -- - - - - -- --------------------------- Payment Check 5104 2,222.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- CASCADE WATER ALLIANCE 401/386.550 2,222.00 Total: 2,222.00 � D �1 doc: Receipt RECEIPT Permit Number: Status: Applied Date: Issue Date: Printed: 12 -16 -2005 i Z i� W J0 U O CO co W = H �U- W } O �J U. ?, co = O. �W z 1-0 Z I— 5; U� 0 - o �— W UJ U � 0 LLI Z co O ~. Z INSPECTION RECORD ^ cop p erm Retain a co with it � 5 w zl�2 INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 12- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -307 Project: L !it 0 / � Type o Inspection: - �J 11 U / / Address: // Z/7 ; sC L /V � Date Called: Special Instructions: Date Wanted: • - /Z /— 0 P.M. R equester: Phone No: Approved per applicable codes. O Corrections required prior to approval. Inspector',�' X58.00 REIN paid at 6300 �uate: / ON FEE REQUIRED. Prior to inspection, fee must be enter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: 0 Z �Z �W UO N CO) LU J = F- N LL W O u_ Q (� d W ? h- H- O W H W U� O CO) o I.- W W LL O Z W U =. O Z f INSPECTION RECORD Retain a copy with permit 2 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 .3 7 Approved per applicable codes. COMMENTS: �I ,z ProiN. ype of Inspection: P K V7 2 5L� Date Called: S pecial Instructions: Date Wanted: a.m. / 2 3 Requester: Phone N s required prior to approval. Inspecto�}�•' / /,�� / Date /� M $58.00 REINSPE ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 S1thcenter Blvd., Suite 100. Call the sched reinspe ction. :celpt No.: Date: J r ... Z ,4—Z W c L UO NO C0 Ill J = CO U- W u_ C = Z� H O Z 1-- U� ON 01-- Ill w F� tL Z Cl) O Z INSPECTION RECORD Retain a co py p ermit with it INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec ,U 6 /q /4 r jam S Type o Inspection: 15- 1 -u ,=? / Address: //& - 2 sl.t�S Date Called: Special Instructions: Date Wanted: a. m;: /0 ///1)7 M. Requester: Phone No: (� /� 2 / V Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: r s Spector Date: r $ 0 REINSPECTION FEE R QUIRED. Wor to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call the schedule reinspection. Receipt No.: Date: I z Z W QQ JU UO W= W.U. WO 9-1 u_ =a �W ' z F- W O W U� O � �H = U O ll Z t CO) o� z /71 INSPECTION RECORD a Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION s; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Prn Type o ! IC?n >� �_i J� �' Inspection: L.; ed i.�.�t- t' ✓Fru Address: // 6 '/ 7 3 s Z Date Called: Special Instructions: Date W rated:, .- CJ Z'7- c p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: � ✓ uate: x i/ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be {: paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: J' {,r- ��twc'.ySy.... ..r ",�;�?x�•'4' . 'tr�, ��` '.l. , lti.. .: s: 5 /y� �.�. .. ;. ; .� , . �+ � c ^�F� q: ... , . 1 Z H ~ W c ^ C ...I UO 0 = w �LL W o 95 LL cl)a = W H ? I— w0 LLJ gy O Cl) 0H W H� O ILI (.5 CO) H� O Z INSPECTION RECORD y+ - i " Retain a copy with permit < < --- it% INSPECTION NO. PER4 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -36 0 a'ect: Type o Inspec io r proved per applicable codes. COMMENTS :. ' l Receipt No.: Date: FI Corrections required prior to approval. Inspe Q uate:���� $58.0 INSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. ',. °,�r4��r� avW' "nr�,,.S4a s. ?.i, r��. �i..:'. �•. �.., �.;...' r'. �.l..,r..... �•... ty+ n.' �'l n�' �: µ' WaX '= i'`•M;•. ^�.W:y`"s`,t'�'.�, r+�: +�y:A�fii..;.•.��t'yc i Z Z � C J U UO CO J � LL WO La = I— W Z� 1= O W I— 5 UC, O � � H W H� u- O 6i Z: U _. O Z 00 Address: Date Called: Special Instructions: Date Wanted: I . 2— `l - p.m. Requester: Phone No: Receipt No.: Date: FI Corrections required prior to approval. Inspe Q uate:���� $58.0 INSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. ',. °,�r4��r� avW' "nr�,,.S4a s. ?.i, r��. �i..:'. �•. �.., �.;...' r'. �.l..,r..... �•... ty+ n.' �'l n�' �: µ' WaX '= i'`•M;•. ^�.W:y`"s`,t'�'.�, r+�: +�y:A�fii..;.•.��t'yc i Z Z � C J U UO CO J � LL WO La = I— W Z� 1= O W I— 5 UC, O � � H W H� u- O 6i Z: U _. O Z twfL,f LiA } d�j.41' ..7,, � c' .i•f s r INSPECTION RECORD - Retain a copy with permit' INSPECTIO1 NO. PER } CITY OF TUKWILA BUILDING DIVISION { 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prof t: Type o OAK 11D171f S �/ C� . Inspection: Address: , D Date Called: Special Instructions: D Date anted: a p.m. Requester: Phone No: Ile per applicable codes. El Corrections required prior to approval. N l insp o -r;. I t� T k, 0$58 REINSPECTION Fl pai at 6300 Southcenter Receipt No.: Date: Date J 3 WIRED,/ rior to inspection, fee must be Suite 100. Call the schedule reinspection 01 Z E- Z W QQ JU UO CO) = C0 . W O 9-1 LL j � =W ZF F- O W �5 U� ON �H W LL O. .Z W CO) O Z INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT-10 / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pro' 5 t: T e of Ins ec / k /7ome �- /U y p tion: �� Address: ,v r Date Called: Special Instructions: Date W nted: ~t p.m. Requester: Phone No: v� -- Sr03- 1�6 roved per applicable codes. M Corrections required prior to approval. Inspector: Date: !. $58.00 REIN PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: i Z Q ~ W JU UO CO 0 J = F- .LL WO LL _° �W Z 1: H O W �5 U� O CO o�- wW u. O ui z U (o H �. O z 5 ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER T N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43.1 -36 0 ,r Pr9ject. II^^ Type o Inspection: _ A dress: 3� �-N � Date Called: Special Instructions: Date anted: t9. _z p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ii Receipt No.: Date: I I Z JU U O UU �_ co) .U. W O 2� L L U� = C! W 1-0 W t— 5 U� O� O H W LL O . .• Z W U Z pam at oJuu auulncenler DIVU., JUlte IUU. l.dtl llle WAICUUM I Ulllb tmalun HFFiSt`��y'1hy {,�ri',•.Y� +<• id § d t / "ti �An�gts7 INSPECTION RECORD Retain a copy with permit 7 INSPECTION N0. PERM ��'� CITY OF TUKWILA BUILDING DIVISION �'-' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -37 Pro'ect: Type of Inspection*__ ss: Add7 Date Called: �. Special Instructions: Date 4 anted: a,m p.m. Requ "ter: Phone No: - 72 - 2-2- vCJ O pproved per applicable codes. FI Corrections required prior to approval. Receipt No.: Date: 77 ''; �s or+ 1. Y�;''" E � y�• v :�.�;�a- .•w�•• .--- ...r?` ^' . �K .'^'f'�q�' ' �. ��''.__..'....._. , I h f Z Z c W G �U UO to 0. C0 �LL W LL N� = Cy H= H O W H W U� O - o �-. WW HC LL —0 LL! C3 P O Z pain at oouu avutncenter Dtva., rune iuu. udu one scneuute relnspet:aon. lyu +F?s. a'��a� n"'r; ":.r,;s:.�i:t�fry�r�±• .ti..'. F `u 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 -3670: o-� Project: Type o Inspection: d i Address: 112?a 3 S- Date Called: Special Instruc ions: Date Wanted a.m: lf/ -- Q Requester: Phone No: �2= Z per applicable codes. 11 Corrections required prior to approval. Inspector Date/ �. $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter lvd., Suite 100. Call the schedule reinspectior Receipt No.: Date: tg Lam' Z i� Z �W c G vo Cl) N LL W O LL N = W H Z H. I— O W F- �p U O Cl) OH W C.) LL O Z W U= OH Z INSPECTION RECORD 0�5 ZRetain a copy with permit 7 INSPECTION N0. P06)43 1-3671 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project Type o I pe ion: Address: Date Called: Special Instructions: Date Wanted a, �-p�m Requester: Phone No: Approved per applicable codes. F� Corrections required prior to approval. pector: Date: f ' $58.00 'RL'INSPECTION F9E REQUIRED. Prior to inspection, fee must be ; paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: `'':+Y'' ;`'�:,''v sly.' ...�° . fi k , . 't•- :, i}"'y, .'� ,,,.�ur,.,;t. . 4..� c. - /7"µ <• . ►• . •.trtYtr t , , Z W. J U. UO moo C0 W J = CO u_. W O L c �. = C! W Z H F- O W �5 U� ON 0 I-- WW H (.5 U. z' lLl O Z... INSPECTION RECORD 7 Retain a copy with permi INSPECTION NO. PERRMITN . /I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 j2 0 1-3b7k Pr j t: 7 /1,01M� Z07�6 Type of Inspection: 4g, Address: Date Called: Special Instructions: Date Wanted: 5-17-0 p.m. Requester: Phone No: ,2 06- 3 72 -Z Approved per applicable codes. 11 Corrections required prior to approval., inspector: Uate. L/VL 7T $58.0 rjR� REQU14 �14SPECTION FEE Prior o inspec tion, Z'�� C J R D. tion. fee must be paid qt 00 Southcenter Blvd., Suite 100. Ca the schedule reinspection. Rec elpt Nd.: Date: I Z Z W JU 00 (00 Cl) W W CO .u_ w 0 u- cod W 0 W H—. W U �O N. 01-- W LL I C. ) LL 0 LLI z (j) 0 Z Approved per applicable codes. 7 1 INSPECTION RECORD Retain a copy with permit s - y� INSPECTION NO, PERMIT NO: CITY OF TUKWILA BUILDING DIVISION fkl j' 63,00 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 f 3 70 Pr 'e V Type of Inspection: _ � �,� /-�on�F ....LNG • Gtl�? i / ,.S". � /� /-v Address: / 3 L/u S Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No 3 I i :.4:''7l� :+` L eitio�iwS.'. �t+'. e�ti f; Pi �4 .- h t�ai:.»�= �.:uf,A ^. YX:fa" :•l. * ,wcuv�.'.L /i ...Yu�. s.. .M. IIr i{ Receipt No.: Date: Fi Corrections req'uired prior to approval. z z �W Q� JU UO to 0 J Z S2 LL W O UQ N� Cl �W Z Zo �5 U� O� 01— LLJ LL j HP LL Z L1J U= O z �--� paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinsr INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM T NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 Tukwila, WA 98188 0 431-3670 Project:/ pec io Type of Ins t' A 4 L iSpecial Date Called: Instructions Ar Date Wanted* ��T- M :Z._.. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: a 1 7 OfNe 7 /V1 Receipt No.: Date: Inspect Date: � ��r`� F1 $58.00 R" ItCTION FEE REQUIRED. Prior to inspection, fee must be paid at 6160 Southcenter Blvd., Suite 100. Cal.l to sechedute reinspection. z J— Z W JU 00 (0 W W:c J �- (n L " 0, .� LL co CY W z 0 z 1-- W UJ . 5. (n :0 W W X ILL z to z : - , -4- 1- ., r .,'- ....... .... INSPECTION RECORD Retain a copy with permit Z) 2 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 7 Pr "T ' t: o'q 4 /0 M ) r , 5 Type of Inspection: 4 //7 /' V Address: , / / 6 /-/ ?— -5'— L IV5 Date Called: Special Instructions: Date Wanted: a.m. -// — to - - 7 Requester: Phone No: 1 -266-3 721— Z:Z30 A 'k.? I, it " " , , r , " "J:". v �'# . : 9 1 1 '!., - p .; t. - .. I., ".. 1 '.- . , , -. - - . : - - _ .. .' . . -'?F'.4 . J. k" I .. .. z Z U 00 NO co W UJ J co.u_ 0 W a� U. C/) LU 0 z H UJI LU 5 0 0 0 H w 0 z P 0 z I 7tApprpved per applicable codes. Corrections required prior to approval. - 1 INSPECTION RECORD Retain a copy with permit ��� INSPECTIO NO. PE T fJ10. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -367 Fl Approved per applicable codes. Receipt No.: Date: Projec : bf� /� Type of Inspe , ion Address: - 7 .�S L ev S Date Called: Special Instructions: Date Wanted:,. — Q p.m. Requester: Phone No: 7 6 -- � Z — / J Z if' Z a W W � UO NO C0 III J = S2 U. W O UQ to � = �_w z H �O W H 5 U� ON o Ir- WW U. U� O Z Corrections required prior to approval. i INSPECTION RECORD Retain a copy with permit INSPECTI N NO. PER • t CITY O TUKWILA BUILDING DIVISION l 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project LIMCS Type of Inspection: (? R rl w l Sppl Address: � Date Called: Specia Instructions: Date Wanted: M. —' 2 3 "C) p.m. Requester: Phone No: — - 7 7 - 2 7 Approved per applicable codes. Corrections required prior to approval. nspec r: Date: 8.00 REINSPECTION F REQUIRED. P ' r to inspection, fee must be paid at 6300 Southcenter vd., Suite 100. Call to sechedule reinspection. tErceipt No.: Date: f�?;4`•:r_ { u:+.{:, tfi' 47: ;;.,y,sfn"iu,.�•x:'.: ;;5'v: ni4+ M: �» ll J '.'Sh:.i;�:H�t:e- `'F:- `,faai:'; '[:3.. Z Z W -U 0 NO co W J = S2 LL' WO 9-J LL � = W Z F H O W F— W U� O N oIr- .W W L O z U= O F Z INSPECTION RECORD Retain a copy with permit INSPECT16N NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Pr ject: Type of Inspection: Avg z)4121 /Vs // Address: el - 2 5'l 5 lI Instructions: Date Called: Special Date Wan & -.3 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I u 58,00 REINSPECTION EE REQUIRED to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: M Z �Z �W W � U UO to 0 to W L4 X N u. W O LL (n d = W ZO 25 U ON o I- UJ =U H� IJ I Z U �—_ O Z INSPECTION RECORD f Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION ��� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-31W Pr T 5 6 )N \4 Q Y h'� Type of Inspection: F011 r\J &-A Address: 0,4 Date Called: Special Instructions: Date Wanted: a.m. 0 Requester: k---- Phone No: �gApproved per applicable codes. Corrections required prior to approval. COMMENTS: InkpectV-. 44 T/ ufcp 58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 06 z Z W 00 CO (3 CO) W W LL 0 U- LU z _ 0 R LU LLI 5. .0 W L) LL 0. .. Z LLJ - v= I p 3: 0 z Is INSPECTION RECORD Retain a copy with permit y2' INSPECYION NO. P M CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 A6)4 -3T6 Project: Type of Insoection: l< 2 c Address: Date Called: Special Instructions Date Wanted: a.M, 277: Requester: Phone No- 9-31 Approved per applicable codes. Corrections required prior to approval. I lnspec�jl ) e* _ jDat . F] $581.00 REINSPECTl& FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call, to sechedule reinspection. Receipt No.: e: I Z JU U 0 Cl) a co W W CO u_ 0 2� LL _ Cy LU 0 R LIJ 5 O 0 F_ W W H L ) LL z (D O Z a INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: ) Type of Inspectiolp. e � -4 ) Address- 11 ( q q Date Called: -k 9 lzg Special Instructions: Date Wantecl:� a . m. (� P.-M p ,,;,, Requester I'd • Phone No: F - � Approved per applicable codes. Corrections required prior to approval. F , t A) COMMENTS: 7 ..9 J Inspector: Date: I Receipt No.: I Date:. —1 F� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali the schedule reinspection. 1 Z W J 00 (00 co W. W -J CO LL WO 2 � 9-1 LL LU 0 Z F- W W 5 0 co 0 — , 0 H. WW L) F- LL 0 z Lll co L) — P: x 0 Z INSPECTION RECORD Retain a copy with permit 1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje � � lO Type o Inspection: , of i - to Addre7 / Date Called: v Special Instructions: Date Wanted: a.m. d / de r o p.m. Requester _ b l/ { rGI �,'�, - & , f - Phone N6: Inspector: /+ / 1 Date: z 7 v $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection Receipt No.: Date: e Z Z W QQ2 JU 00 N w= J N .u- W O U_ cod = W Z h. Z0 W UJ U� o - WW W Z Ill U= 0 Z Approved per applicable codes. Corrections required prior to approval. 1 INSPECTION RECORD Retain a copy with permits INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project �d t i Type of Inspection: WM P Addre s: I I6PY7 . In S Date Called: la /y /06 Special Instructions: Date Wanted: a.rri ? c (o p.m. Requeste Phone No: Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection Receipt No.: Date: Z QQ S Z '~ W U O N co W LL W O U. � = W Z� Zo 5 U� N O I— WW F- U' LL O .. Z U= O Z S INSPECTION RECORD Retain a copy with permit Y INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 oject: 1 colt o d Type of Inspection: . J1/' z 1 A ddress- r �r s'w-5 Date Called: ,. Special Instructions: Date Wanted: p.m. . Requ ter: / 2 Pho a No• Lg4p) i3/- 3 5 A4proved per applicable codes. Corrections required prior to approval. COMMENTS: I Q 0 i Inspector: � Date: g Receipt No.: Date: H$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i Z �Z �W QQ� JU cU 0 N 0 J � CO 'L WO I-j U. � = W Z F.. Z° ILLI W U� o� W W. L �` —O ill Z L1 O Z INSPECTION RECORD PoS" Ll 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: ))O,-e4,JL ¢ p 5 Type of Inspection: yy a? S 1 l e - r�v`7 F r, r.... Address: /J6 L 0 �,? S 1 Y S Contact Person: Suite #: Pre -Fire: Special Instructions: Phone No.: �� ff Approved per applicable codes. FICorrections required prior to approval. COMMENTS: Needs Shift Inspection: S rinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occup Type: • Inspector: Date: a/ ' p 7 1 Hrs.: i $80.00 REINSPECTION FEE REQUIRED., You will receive an invoice from ge$ ityof Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 z i� w UO N co W J = �LL WO �J LL Q co D = �w Z �O w 25 0 D C3 ON 0 E- W W H U- O .. z W U= O z ".1 r � o �' Cit y O Tukwila o: f Steven M. Mullet, Mayor r r W N��: •' ? Department of Community Development Steve Lancaster, Director 1908 .February 16, 2007 Darryl Doak Sr. 1181226AvSW Burien WA 98146 RE: Request for Extension Development Permit No.MI; & D05 -450 Doak Homes, Inc. — Lot 10 & 11 Dear Mr. Doak: This letter is in response to your written request for an extension to Permit No. D05 -427 and D05 -450. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending the expiration date of your permits for an additional 180 days (through August 05, 2007). If you should have any questions, please contact our office at (206) 431 -3670. t W. fe Marshall i echnician File: Permit No. D05 -427 & 450 P:VenniferExtension LettersTern its\2005005-427 & 450 Permit Extension.doc Page I of 1 jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 * Fax: 206 - 431 -3665 z ;= z W JU UO Co 0 J = H W O J U— Q _. = W z P. E- O z I-- W W U� O c � F- W w' O. w z U= .O z RECEIVEf JAN 2 2 2007 PERMIT CFA! - fl--� . , 1 i i i I z u� D JU UO CO 1 W =`. J �..: N .LL w O �j U. Q co _ d Z HO. z F_ w U� O N D H w UJ U_ O Lj Z U= O ~� z DARRYL E DOAK, SR. 1181226 AV SW BURIEN WA 98146 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D05 -427 11647 35 LN S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and Provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/05/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Jt*e s 11, Permit Technician xc: Permit File No. D05.427 Z �w QQ JU UO U C0 W J N .LL, w �- LL ?. C = w I-- X F- O Z t-- w D� 0 �. � H- w ui u. 0. W Z U =, ~O E- Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 a Phone: 206 - 431 -3670 • Fax. 206- 431 -3665 1A, �J ................ qs 0-k % -J! . W ct�'• 2 190% 01 -02 -2007 DARRYL E DOAK, SR. 1181226 AV SW BURIEN WA 98146 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D05 -427 11647 35 LN S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and Provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/05/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Jt*e s 11, Permit Technician xc: Permit File No. D05.427 Z �w QQ JU UO U C0 W J N .LL, w �- LL ?. C = w I-- X F- O Z t-- w D� 0 �. � H- w ui u. 0. W Z U =, ~O E- Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 a Phone: 206 - 431 -3670 • Fax. 206- 431 -3665 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 #1 Development Permit Application D05 -427 Doak Homes, Inc. — 11647 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 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) comp lete 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 toot be accented through the mail or by a messenzer service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, ' ) l M rshall Technician Enclosures File: Permit D05 -427 PMennifer\Incomplete Letters\2005 \D05427 Inc Ltr # I to Corr Ltr # I .DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 „ J'... c a. w.: a.;..;:.}. r..' Cr+ fS: wSa' �uk4.'.:.Mi.Yr:lYd17:A'ss:+i:st "a'3::ili:.:r ::.a.:i4ttia.r: •;b:.w MW'a%ud.' w.: wai. �. u:: Lu: isviSlAiu+;. u�. �: �h.. LOV: �stiuru<. si.:;i..dw::r�;:+.av✓aiSirii:ti:, ��u:u,w:.>:w... Z Z. w JU UO ND CO W J � N .w WO U. Q U 0 = CJ �W ' Z t` — 0 , Z I— w W D 0 C W w H W —O W Z U= O Z r Determination of Completeness Memo Date: March 2, 2006 Project Name: Doak Homes Inc. Permit #: D05- 427 Plan Review: Allen Johannessen, Plans Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2436; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 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 r W QQ JU UO tR 0 CO W' J = N .LL. WO 9� LL ¢ CO D i �W z �O Z 25 U O - 0H w "O .Z w CO o �- z - - - . 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 r W QQ JU UO tR 0 CO W' J = N .LL. WO 9� LL ¢ CO D i �W z �O Z 25 U O - 0H w "O .Z w CO o �- z ri O = j W 40 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1908 Z a February 10, 2006 ;� w Darryl E. Doak, Sr. JU 0 0 Doak Homes, Inc. ( 0 0 to W 1181226AvSW �� Burien, WA 98146 co U. WO Ei RE: CORRECTION LETTER #1 U. Development Permit Application Number D05 -427 j . = CY Doak Homes -11647 East Marginal Wy S, Lot 10 f- _ ? t- Dear Mr. Doak: Z O W This letter is to inform. you of corrections that must be addressed before your development permit(s) can U be approved. All. correction requests from each department must be addressed at the same time and O N 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. z v; F- F- L Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding w Z the attached memo. U Please address the attached comments in an itemized format with applicable revised plans, z 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 in person and will not be accented throtmh the mail or by a messetwer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, ,, p IVA aAA e nifet arshall rmit Technician encl xc: File No. D05 -427 PNennifeACorrection LettcrA2005005427 Correction Ur #LDOC jent 77nn .4nuthrenter Rnulevarrl_ .Suite #Inn • Tukwila. Washington 9R1RR @ Phone: 206. 431 -3670 • Fax: 206 -4.71 -3665 V Building Division Review Memo Date: January 13, 2006 Project Name: Doak Homes Inc. Permit #: D05- 427 Plan Review: Allen Johannessen, Plans Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11 x1 7 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 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) 2 All the plans for this development project show inconsistency in the notes for the requirements of 3" x3" plate washers. Sheets C-1 & S-2 indicate 2 "x2 "x3/16" washers. Unless the building is engineered the current prescriptive code requires 3 "x3 "x1/4" washers. Revise plans to show consistency in hardware specifications or provide engineering that qualifies using 2 "x2" plate washers. (R602.11.1) 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 conceming the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Z '~ w � D 00 Cl) CO W J = LL wO �D _a �w Z = i— O Z~ �5 1 U� O CO 0H ww u' O d Z. w U= O� Z 4 AZ 00 _, W �L 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. 11812 26 Av SW Burien, WA 98146 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -422 through 427 Doak Homes, Inc. - 116xx East Marginal Wy S Dear Mr. Doak: This letter is to inform you that your application received at the City of Tukwila Permit Center on November 29, 2005 is determined to be incomplete. Before your application can continue the plan review process the attached itcros from the following department(s) need.to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other . documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have. enclosed one for your convenience. Revisions must be made in person_ and 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, e ifer. rshall Permit Technician Enclosures File: Permit D05 -422 through 427 P:Uennifer\Incomplete Letters\D05.422 -427 Incomplete Ltr # I.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 � � ,.,� �.;*r. '•T �' .,!„«, .:..0 A. ;',1:.�1 �41�L. . jf,.Y.ni'..P,:. r. �.: hweE. F: t• �...=. sS:: iY. ralulAl': u. sN�:.. TUlnr.., w:,!» TN�ii. wiL" f:, aJ..:: nn:. �lWJ .�1i.[i'.:n.iw.w�tSi3ii...:�� :.yu...:.:.! Z z �W Q D JU UO Cl) o CO LU J t- tn LL �J LL Q cf)� = FW Z F- I- O Z F- W W U ON a t— WW F- LL O. W Z CO O F- Z Determination of Completeness Memo Q Date: December 1, 2005 �w v Project Name: Doak Homes, Inc. 0 0 #: D05- 422,423,424,425,426,427 CO P ermit Plan Review: Allen Johannessen, Plans Examiner W CO .U- w A Building Division has deemed the subject permit application incomplete. To assist the applicant in t review process, lease forward the following comments. expediting the Department plan r p , p g � PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). CO D = d (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) Z X Ho Z f- 1 The relative flat lot topography and uncertain soil conditions, requires an additional plan detail to show how the M o footing /crawl space drain system will function to prevent the accumulation of water in the crawl space. This may be o CO accomplished with lot plan cross section that demonstrates the gravity flow will discharge water away from the crawl o �- space, / or a soils report identifies how the soil conditions could otherwise dispersed any footing or crawl space = v water. (2003 8405.1) F- F- LL 2 Provide additional plan details to identify a footing drain or a crawl space water discharge system. Show roof z drainage system or downspouts. The footing discharge system will generally be separate from the roof drain w U CO system. Coordinate any combined discharge systems with the Tukwila Public Works Department. 0 Z Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. PERMANENT FILE C 1;J I AFTER RECORDING NIAIL TO: Doak Homes, Inc. 11812 26th Avenue Southwest Buries, WA 98146 2 0051027002141 CHICAGO TITLE WD 37.00 PAGE001 OF 006 i 10/27/2005 15:50 KING COUNTY, WA E2165004 10/27/2005 15:48 KING COUNTY, WA TAX 9,973.00 SALE $590,000.00 PAGE001 OF 001 Grantor: Cedar Grove Properties, LLC '< Grantee: Doak Homes, Inc. : STATUTORY WARRANTY.DEED Abbreviated Legal (. LOTS 2, 3, 4, 5, 6, 7, 8, 9, 10, AND 11, BENNETT'S INTERURBAN TRACTS UNREC RDED. i Assessor's Tax Parcel Number(s): 073300 - 0010 -02, 073300 - 0020 -00, 073300 -0025 -05, 073300 - 0030 -08 j 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 STATE OF Washington } County of K P1G } SS: Subject to Easements, Restrictions, and Reservations of Record. Dated to d �Q Cedar Gr ve r er es, C MarinL.Vortman f S Sole em er I certify that I know or have satisfactory evidence that Alarlin L. Vortman isfere 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 Alember 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: ( o l '2` 1► , . ` ``` ��� 111tttll 6 I N 1 1, �r N otary Public in and for the State of Washington Residing at y SqOQELI/t W A ;#0 My appointment expires: Q 1 2, e5M!B i Z iH Z �W 10 J N LL WO J LL N CY = W F- _ Z� E- O W 25 U ON 0 f- WW F- tL O .• Z W CO O Z la CHICAGO TITLE INSURANCE COMPANY Order No.: 001168930 LEGAL DESCRIPTION PARCEL A: Q THAT PORTION OF GOVERNMENT LOT 6 AND THE SOUTHWEST QUARTER OF THE Z NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: �. JU 0 BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 10 AND THENCE RUNNING to SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 10, cow H 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 to LL O W 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 u- =) LANDS WITH THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY; co C'J THENCE SOUTH 13 0 05' EAST ALONG THE EAST MARGINAL LINE OF THE PACIFIC H = HIGHWAY 82.14 FEET TO A LINE PARALLEL TO AND 80 FEET SOUTH OF THE SOUTH Z F— LINE AFORESAID RELEASED LANDS AND THE TRUE POINT OF BEGINNING; Z O THENCE SOUTH 13 0 05' EAST, ALONG THE EAST MARGINAL LINE OF THE PACIFIC W W HIGHWAY 236 FEET; THENCE NORTH 76 0 55' EAST, PERPENDICULAR TO SAID HIGHWAY 200.29 FEET, MORE U O� OR LESS,. TO THE WESTERN MARGIN OF THE RIGHT OF WAY OF THE PUGET SOUND p }.. ELECTRIC RAILWAY; W W THENCE NORTHWESTERLY ALONG SAID WESTERLY MARGIN OF SAID RIGHT OF WAY 3:0 201.43 FEET, MORE OR LESS, TO SAID - LINE PARALLEL TO AND 80 FEET SOUTH OF u-O THE SOUTH LINE OF AFORESAID RELEASED LANDS; Lij Z THENCE WEST ALONG SAID PARALLEL LINE AND 80 FEET SOUTH FROM THE SOUTH LINE U OF RELEASED -LANDS i6 8.23 F EET,..MORE OR LESS , TO' THE . TRUE POINT OF ~O !-- 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; 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: LMALI /RDA /0999 ;yu:,� t.. :�,. ...r.:� �,o.r'�,a a:,:,. .:i1a:.w .:..7'. ...u:zi ..:,�.f',v`,' ::<t , :. s.: Cfia •.wr:..ks:tr�7r:ei4n.:..a:ntii3 �.%:.t:ti�` .. .�.. m CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 Z EAST, W.M.; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10 W AFORESAID, 1,168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST r U. 7, 1913; ( 0 0 THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS N ui 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE J :, = OF THE SAID RELEASED LANDS WITH EAST MARGINAL LINE OF PACIFIC HIGHWAY; NLL THENCE SOUTH 13 0 05 1 00" EAST ALONG SAID EAST MARGINAL LINE OF THE PACIFIC uj 0 HIGHWAY 318.14 FEET, TO THE POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 0 05 1 00" EAST ALONG THE EAST MARGINAL LINE OF THE PACIFIC Q HIGHWAY 89 FEET; N :3 THENCE NORTH 76 0 55 1 00" EAST PERPENDICULAR TO SAID HIGHWAY 229.38 FEET, MORE H W OR LESS, TO THE WESTERN MARGIN OF THE RIGHT -OF -WAY OF THE PUGET SOUND Z = _ H ELECTRIC RAILWAY; I— 0 THENCE NORTHWEST ALONG SAID WESTERN MARGIN OF SAID RIGHT -OF -WAY 93.68 FEET, F- �Z MORE OR LESS, TO A LINE 89 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS UJ j TRACT; U� THENCE SOUTH 76 0 55 1 00" WEST ALONG SAID LINE 89 FEET FROM AND PARALLEL TO THE 0 SAID SOUTH LINE 220.29 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; W - = W U EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED 0 RECORDED UNDER RECORDING NUMBER 3124198; Z W N (ALSO KNOWN AS A PORTION OF TRACT 6, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF); Z SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON; TOGETHER WITH A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10 AFORESAID, 1,168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST 7, 1913; THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE OF THE SAID RELEASED LANDS WITH EAST MARGINAL LINE OF PACIFIC HIGHWAY; THENCE SOUTH 13 0 05'00" EAST ALONG SAID EAST MARGINAL LINE OF THE PACIFIC HIGHWAY 318.14 FEET, TO THE POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 0 05'00" EAST ALONG THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY.89 FEET; THENCE NORTH 76 0 55'00" EAST PERPENDICULAR TO SAID HIGHWAY 229.38 FEET, MORE OR LESS, TO THE WESTERN MARGIN OF THE RIGHT -OF -WAY OF THE PUGET SOUND 1DCLE•GALC /RDA/06W 0 CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION a i c Order No.: ELECTRIC RAILWAY; i THENCE NORTHWEST ALONG SAID WESTERN MARGIN OF SAID RIGHT -OF -WAY 93.68 FEET, MORE OR LESS, TO A LINE 89 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS TRACT; THENCE SOUTH 76 0 55'00" WEST ALONG SAID LINE 89 FEET FROM AND PARALLEL TO THE SAID SOUTH LINE 220.29 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT THE NORTH 46 FEET AS MEASURED PERPENDICULAR TO THE NORTH LINE OF SAID TRACT; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3124198; (ALSO KNOWN AS A PORTION OF TRACT 7, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TOGETHER WITH A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10, AFORESAID, 1,168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST 7, 1913; THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE OF THE SAID RELEASED LANDS WITH EAST MARGINAL LINE OF PACIFIC HIGHWAY; THENCE ALONG SAID HIGHWAY LINE SOUTH 13 0 05'00" EAST 407.14 FEET TO POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 0 05'00" EAST ALONG EAST MARGINAL LINE OF PACIFIC HIGHWAY 80 FEET; THENCE NORTH 76 0 55'00" EAST PERPENDICULAR TO SAID HIGHWAY 263.13 FEET, MORE OR LESS, TO WESTERN MARGIN OF RIGHT -OF -WAY OF PUGET SOUND ELECTRIC RAILWAY; TOWNSHIP NORTHWEST ALONG SAID WESTERN MARGIN OF SAID RIGHT -OF -WAY 86.85 FEET, MORE OR LESS, TO A LINE 80 FEET FROM AND PARALLEL TO SOUTH LINE OF THIS TRACT; THENCE SOUTH 76 0 55'00" WEST ALONG SAID LOT 80 FEET FROM AND PARALLEL TO SOUTH LINE 229.38 FEET, MORE OR LESS, TO POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3124198; (ALSO KNOWN AS A PORTION OF TRACTS 8 AND 9, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF); MMEOALC /RDA /0W9 Z H' _~ W UO. U? a . co) LLJ J = 1- N LL WO �QQ LL Q = �W Z F- F- O Z 1- LIJ �5 U� O� cl WW H� u- Z" 111 v =. O Z CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: TOGETHER WITH A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M�:, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10 AFORESAID, 1168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST 7, 1913; THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE OF THE SAID RELEASED LANDS WITH EAST MARGINAL WAY OF PACIFIC HIGHWAY; THENCE SOUTH 13 0 05 1 00" EAST ALONG SAID EAST MARGINAL LINE OF PACIFIC HIGHWAY 487.14 FEET, TO POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 0 05'00" EAST ALONG SAID EAST MARGINAL LINE OF PACIFIC HIGHWAY 80 FEET; THENCE NORTH 76 0 55'00" EAST AT RIGHT ANGLES 267.51 FEET, MORE OR LESS, TO THE EAST BOUNDARY LINE OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 10; THENCE NORTH 00 0 04'10.7" WEST ALONG SAID EAST BOUNDARY OF SOUTHWEST QUARTER OF THE NORTHWEST 1/4 49.52 FEET, MORE OR LESS, TO THE WEST MARGIN OF THE RIGHT -OF -WAY OF PUGET SOUND ELECTRIC RAILWAY; THENCE NORTHWEST ALONG SAID WEST MARGIN OF SAID RIGHT -OF -WAY 35.35 FEET, MORE OR LESS, TO A LINE 80 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS TRACT; THENCE SOUTH 76 °55'00" WEST ALONG SAID PARALLEL LINE 263.13 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3124198; (ALSO KNOWN AS A PORTION OF TRACTS 10 AND 11, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF); SITUATE IN THE CITY OF TUKWILA, OF KING, STATE OF WASHINGTON. TOGETHER WITH A TWENTYFIVE FOOT WIDE EASEMENT FOR INGRESS, EGRESS AND UTILITIES, ADJACENT TO THE ABOVE DESCRIBED PROPERTY (TRACTS 6 THROUGH 10 OF BENNETT'S INTERURBAN TRACTS) ON'THE EAST, AND EXTENDING NORTHERLY ADJACENT TO TRACTS 2 THROUGH 5 OF BENNETT'S INTERURBAN TRACTS ON THE EAST, TO 116TH AVENUE SOUTH IN TUKWILA, WASHINGTON WHICH IS ALSO DESCRIBED AS: THAT PORTION OF THE WEST 25 FEET OF THE CITY OF SEATTLE'S TRANSMISSION LINE RIGHT OF WAY, SHOWN ON EXHIBIT " A " , AND BY THIS REFERENCE MADE A PART HEREOF, WHICH LIES SOUTHERLY OF SOUTH 116TH STREET AND NORTHERLY OF STATE OF WASHINGTON.DEPARTMENT OF•HIGHWAY'S'ENGINEER'S STATION (H.E.S.) 4 +20 AS SHOWN ON SHEET 4 OF PRIMARY STATE HIGHWAY NO. 1 (SR -99) FOSTER INTERCHANGE TO SOUTH 118TH STREET, NOW KNOWN AS SR -599, ALL BEING LOCATED IN GOVERNMENT LOT EXLEGALC /RDA /0699 - Z Z � W W � J0 UO 0)0 Lu Co WO J• W= co a = W Z� F- O Z 1- W W U �. O� 0 F- W H� O W Z _U ~ H Z CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: 5 AND GOVERNMENT LOT 6, IN SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST OF W.M., AND ALSO IN THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST OF W.M., IN KING COUNTY, WASHINGTON. EXLWALC /RDA /06D9 Z . jpW 2 6:31 LY. UO N J F w 0 LL Q = w' Z F-: F- 0 Z F- w 0 C0 w LL 0 ui Z U =: Z i x i i i i I r i i f EXLWALC /RDA /06D9 Z . jpW 2 6:31 LY. UO N J F w 0 LL Q = w' Z F-: F- 0 Z F- w 0 C0 w LL 0 ui Z U =: Z AMISH I , RI gone 11 13.35 Z E6 A7.0t 11, 170.00 Z �� W JU Uo ND W w W J 2 U- UJ 0 U- CY LU Z Z 0 �– W W CO OH W W H C.) LL —0 z Z - - - - - - - - - - — ---------------- ---------- - ----------- --- 450* C) t d�l .3 LOt RA B60009 2e ' 1� 2.7 cl 79$?# 4 OC -1 of 10 r. lJ mi It c LO W om -41 C: 3 uj D025 70 4 4:0 0 Ln PW 12 ;w A 14 Is Z �� W JU Uo ND W w W J 2 U- UJ 0 U- CY LU Z Z 0 �– W W CO OH W W H C.) LL —0 z Z r FILF COPY Z ' c ;= W n D . 00 . W = 4 Return Address: Doak Homes, Inc. '^ N U W 0 1 11812 — 26th Ave. SW �t Burien, WA 98146 Q LL N D J Title: UTILITY EASEMENT AGREEMENT i. ? F- Grantor: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community z o WW D Grantee: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community v N .0 Grantors Legal Description: W W LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, 0 R4E, W.M., KING COUNTY, WASHINGTON. v _ F= f- Grantees Legal Description: z LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, { R4E, W.M., KING COUNTY, WASHINGTON. Section, Township, Range: Section 10, T23N, R4E, W.M. Tax Parcel Number(s): 0733000010, 0733000020, 0733000021, 0733000025, 0733000030 ,0733000031,0733000032 ,0733000033,0733000034 RECEIVED CITY OF TUKWILA Page 1 of 3 JAN 0 5 2006 PERMIT CENTER INCOMPLETE LTR# _J- r UTILITY EASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) in fee simple of lots 3 through 11, inclusive ( "Grantor" herein) and lots 3 through 11, inclusive ("Grantee" herein), described in the attached Exhibit A. For and in consideration of the mutual covenants and agreements hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described lands do hereby define, declare, grant and convey to themselves and each other, the present and future owners of the lands described in the attached Exhibit A, A non - exclusive perpetual Utility Easement over, across, along, in, upon and under that portion of said Grantors land described as follows: The westerly 10.00 feet parallel with and adjacent to the east boundary of Lots 3 through 11, inclusive, as described in the attached Exhibit A. 2. This easement is for the sole purpose of the construction, use, and maintenance of utilities, together with the right of ingress and egress for such purposes. 3. Said easement is subject to a utilities easement in favor of any electric, telephone, television cable, gas, water, or sewer company, public or private, or their permittees or assigns to install, construct, operate, maintain, alter, and repair their respective utilities for servicing grantees property, together with the right of ingress and egress for said purposes. 4. Routine maintenance and repair costs of the utilities constructed within said Utility Easement shall be the sole responsibility of the owner of.the lot(s) serviced by the utility. 5. The herein easement and agreements may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title, or interest in the land described herein or any part thereof. Page 2 of 3 z Z �w QQ D JU UO yO U) J �- N U- wo L¢ �D i Cy �w z = F- Z0 w W D o CO 0 H ww ►L O w z CO O F' z GRANTOR AND GRANTEE by: Estrella M. Doak Date: GRANTOR AND GRANTEE by: Darryl Doak, Sr. Date: STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this day of January, 2006, before me a Notary Public in and for the State of Washington, personally appeared Darryl Doak, Sr. and Estrella M. Doak, to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in the instrument, and on oath stated that they were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Notary Public in and for the State of Washington, residing at My commission expires: Page 3 of 3 Z �w �U UO N Uj J � N .U W O 9 - LL ¢ X a. �_ z F- �O Z t-: U� 0- , o�- 2 U. F- h-' u. O . Z. W U ~O F-. Z u 1 v► 6 0 1 �i _ V *, 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 f0 and thence running south along the west line of the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; :.....�.......: .,;�,.. ta.,. , • � ... .. ...,. .. ,. _r ..�. _. t .; •4, �h �. stoJ !vs�J:a•Au..w.twtw:.:.l.i «!.e \aiilizi:71E'A.a....� w..:w�kfJilst:::nl.r ' �' ` �w1acW�r�:+..L�.J- u. .c..4wW wi3.Y.;1i.. �.m...L ..a. fsruawn++.nM1L.:d » +�.:a.� ....• "F z Z �w QQ JU 0 Cl) C0 w J = H uQ u_ w� LL j �d = w ~_ f— O w �5 O ct) o ct)_ f— wW ~ F- L O w z UN H= O F ' z i EXHIBIT A, continued. Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; z EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds w recorded under recording numbers 3122159 and 3120159; 5 AND EXCEPT for portion deeded to the State of Washington for South I I 6 Street Extension by 0 Deed recorded under recording number 3120159. C O o WW (Also known as Lot 4, Bennett's Interurban Tracts, less streets.) N W O LOT 5 The south 49.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, N W.M., in King County, Washington, described as follows: = d Beginning at the northwest corner of said Section 10 and thence running south along the west line of UJ Z the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of O land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded w F- August 7, 1913; 5 Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument 0 - set at the intersection of said released lands with the east marginal line of the Pacific Highway; O Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line W W parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; °05' U ~O Thence South 13 East along the east marginal line of the Pacific Highway 236 feet; u_ Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western z margin of the right of way of the Puget Sound Electric Railway; w 0 N = Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said ~O C- line parallel to and 80 feet South of the South line of aforesaid released lands; z Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South 116' Street Extension by Deed recorded under recording number 3120159. (Also known as Lot 5, Bennett's Interurban Tracts, less streets.) LOT 6 The north 46.00 feet, as measured perpendicular to the north line of a Tract, described as follows: A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; 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 he 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 6, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 7 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 °55'00" East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 229.38 feet, more or less, to western margin of said right -of -way 93.68 feet, more or less, to a line 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT the north 46 feet as measured perpendicular to the north line of said Tract; AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; .i „,...��...+- , ....;r.'. �;.. .. .::: .. . ... ..... •.: :._..... _. • �'... �.;..:.. i �+' r `..x�:.a.�.;.: "::.;::.,ti31`,..: J:.x...+. .h r.. :<s�vua;:;,;f, -. a,,u .. Y �> w1a'.✓ r• ,+ a r . a:.:., v:. sa,:... ai, �f.+ �:. taxir�k�s:. m. i�. u: ultl?�3. x ia:: at %1G.h;h:l�:xi:.:ac.::iJiv.S'S %:.:'4:ir.x:ti.L.''J.ts:...u:� �:ifr.::�� �:k. z Z a: 2 0 UO UD CO W J ~ w U. (1) 0 = w ~ s 1- O z F- U.1 LU U 0 - o F- w F- `–`- 0 ttl z U_= F E- z v 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; it 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 `.i W LOT 8 D The north half of tract of land in the southwest quarter the northwest quarter of Section 10, Township 00 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Co o 1 Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; w Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a N w stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish w O 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 Q set at the intersection of said south line of the said released lands with the east marginal line of the a t Pacific Highway; = w 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; O Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; w Thence North 76 °55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western ? Q margin of the right of way of the Puget Sound Electric Railway; v co Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line O off 80 feet from and parallel to the south line of this Tract; w w Thence South 76 1 55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, v more or less, to the Point of Beginning; u p EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording z U co number 3124198; ~O F- 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; it 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 uW QQ JU UO N J = N U- 0 �—j u_ ?. N d =W ?� w O W U� O� o �- W W u_ O z ' LLi U= O z EXHIBIT A, continued. LOT 11 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, z = Range 4 East, W.M., in King County, Washington, described as follows: Z Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; UJ Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a D stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish v O Investment Company by instrument recorded August 7, 1913; cn o Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument w =, set at the intersection of said south line of the said released lands with the east marginal line of the Co U Pacific Highway; w O Thence South 13 °05'00" East along the east marginal lone of the Pacific Highway, 487.14 feet to the Point of Beginning of this Tract; 9 Q Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; D Thence North 76 1 55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east w boundary line of the southwest quarter of the northwest quarter of said Section 10; Z = (- Thence North 00 °04' 10.7" West along said east boundary of the southwest quarter of the northwest O quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric W H Railway; 2 5 Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet v N from and parallel to the south line of this Tract; o Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of w W Beginning; �? U- O EXCEPT the north 40.00 feet thereof; ili Z U= AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under p �- recording number 3124198; Z (Also known as Lot 11, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. I 4 i b :i Section, Township, Range: Section 10, T23N, R4E, W.M. Tax Parcel Number(s): 0733000010, 0733000020, 0733000021, 0733000025, 0733000030, 0733000031, 0733000032 ,0733000033,0733000034 RECEIVED CITY OF TUKWILA Page 1 of 3 JAN 0 5 2006 PERMIT CENTER Z �W QQ� U J UO NO C0 LLI J = Return Address: Doak Homes, Inc. cn LL 11812 — 26th Ave. SW Bunen, WA 98146 �Q d Title: PRIVATE DRAINAGE EASEMENT AGREEMENT = �w z = Grantor: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community p. z i-- Grantee: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community o U co O Grantors Legal Description: o �. LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, X v BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, a_ _ R4E, W.M., KING COUNTY, WASHINGTON. z UU Grantees Legal Description: p LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, z BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N R4E, W.M., KING COUNTY, WASHINGTON. Section, Township, Range: Section 10, T23N, R4E, W.M. Tax Parcel Number(s): 0733000010, 0733000020, 0733000021, 0733000025, 0733000030, 0733000031, 0733000032 ,0733000033,0733000034 RECEIVED CITY OF TUKWILA Page 1 of 3 JAN 0 5 2006 PERMIT CENTER r' PRIVATE DRAINAGE EASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) in fee simple of lots 4 through 10, inclusive, described in the attached Exhibit A ("Grantor" herein), and lots 3 through 11, inclusive, described in the attached Exhibit A, ( "Grantee" herein). For and in consideration of the mutual covenants and agreements hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: Grantor hereby defines, declares, grants and conveys to Grantee, it's heirs, successors and assigns, a non - exclusive perpetual Private Drainage Easement over, across, along, in, upon and under that portion of said Grantors land described as follows: The westerly 15.00 feet parallel with and adjacent to the east boundary thereof of Lots 4 through 10, inclusive, as described in the attached Exhibit A; Together with the southerly 5.00 feet parallel with and adjacent to the south boundary of Lot 8, as described in the attached Exhibit A; And together with the northerly 5.00 feet parallel with and adjacent to the north boundary of Lot 9, as described in the attached Exhibit A; The herein Private Drainage Easement is granted and accepted subject to the covenants, reservations and conditions described as follows: 1. This easement is for the sole purpose of installation, operation and maintenance of a storm water drainage facility to be used for collection and conveyance of storm and surface water from said Grantees and Grantors property, together with the right for Grantee to enter said drainage easement for the purpose of installation, operation and maintenance of the drainage facilities contained within. 2. Maintenance costs of the drainage facility constructed within said easement shall be borne solely by Grantee, their heirs, successors or assigns. 3. The amount and type of maintenance to be performed on the drainage facilities shall be determined by majority vote of the lot owners. Each lot shall have one vote regardless of the number of owners owning any lot. For the purpose of maintaining the drainage facility within said easement, each fee simple owner using the drainage facility shall be assessed a proportional share of the actual cost of such maintenance. Such assessment, together with interest thereon, and costs of collection as herein provided, shall be a charge and become a continuing lien on the owner(s) land on which assessment is made and shall be the personal obligation of said owner(s) at the time the costs are incurred which form the basis of the assessment. If any assessment is not paid within thirty (30) days after it is due, the assessment shall bear interest from the due date at the rate of twelve percent (12 %) per annum and any of the said Page 2 of 3 :t. .� .:!� �1.: !, .`SrC.. .:i..ti..! w.. ist,:. 4•., S;.. i'. r.. ar.: ti.. vu1':..,'.: 3�I. i}., LW.. s! CLUL�..::. aaz!. ..:. +:::,�:✓,,..w.;..:..a.ie:: ��li ri:; �: ti:s..L!s: s z z '~ w Q: 2 UO (n o J = H N U- w �Q CO D s �w z HO z F- w Uj 25 U O� o�- wW F-F- U - O ..z w CO oF- z r� PRIVATE DRAINAGE EASEMENT AGREEMENT, continued owner(s) may bring an action at law against the person or persons obligated to pay the assessment and interest, costs and reasonable attorneys fees of any such action shall be added to the amount of such assessment and all such costs shall be included in any judgment. The lien of the charges provided for in this instrument shall be subordinate to the lien of any bonafide mortgage or deed of trust. The herein easement and covenants may be amended only upon the written agreement of the Grantor and Grantee herein. This easement shall run with the land and shall be binding on all parties having or acquiring any right, title, or interest in the land described herein or any part thereof. GRANTOR AND GRANTEE by: Darryl Doak, Sr. Date: STATE OF WASHINGTON ) )ss. COUNTY OF KING ) GRANTOR AND GRANTEE by: Estrella M. Doak Date: On this day of January, 2006, before me a Notary Public in and for the State of Washington, personally appeared Darryl Doak, Sr. and Estrella M. Doak, to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in the instrument, and on oath stated that they were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Notary Public in and for the State of Washington, residing at My commission expires: Page 3 of 3 Z w 65 10 UO CO o. J �_.. (O w L L CO = W zF- t O Z� w U 0 - 0 �-- wW � �. O ui Z U CO) O Z r EXHIBIT A LOT 3 That portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; EXCEPT the south 101.00 feet, as measured perpendicular to the south line thereof; AND EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for that portion lying north of the south boundary of the lands deeded to the State of Washington for the South 116' Street Extension by Deed recorded under recording number 3120159. (Also known as that portion of Lot 2 lying south of South 116 Street and Lot 3 of Bennett's Interurban Tracts, less streets.) LOT 4 The north 52.00 feet of the south 101.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along' said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; z Z �w UO o. w� U- 0 J EL N d = w Z 3: z� 25 U O N. 0 �- w �� LL ..z W U= O z 1� EXHIBIT A, continued. Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; z EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds ;= w recorded under recording numbers 3122159 and 3120159; g AND EXCEPT for portion deeded to the State of Washington for South 116 Street Extension by v Deed recorded under recording number 3120159. v o C O (Also known as Lot 4, Bennett's Interurban Tracts, less streets.) cn w U LOT 5 u. W O The south 49.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, u- j 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 _ 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 � p set at the intersection of said released lands with the east marginal line of the Pacific Highway; 0 U) Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line 0 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; F --. u" Thence North 76 1 55' East, perpendicular to said highway 200.29 f f e et more or less, to the western O margin of the right of way of the Puget Sound Electric Railway; w co Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; O Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 z feet, more or less, to the True Point of Beginning; EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South 116` Street Extension by Deed recorded under recording number 3120159. (Also known as Lot 5, Bennett's Interurban Tracts, less streets.) LOT 6 The north 46.00 feet, as measured perpendicular to the north line of a Tract, described as follows: A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; r' EXHIBIT A, continued. Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 °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 w � 0 UO to a w Ui U- w EQ (0 = �. w z� z� W U� O co o f-. wW O W z co 0� z .> i3 7 u�'N ±rii:iwu:tlp.rr'':r�J,4M r' EXHIBIT A, continued. (Also known as Lot 7, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 8 The north half of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 407.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 1 55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 8, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 9 The south half of tract of land in the southwest quarter the northwest quarter of Section 10, Township j 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 407.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; z �z w u� D JU UO CO 0 wul CO u_ W L J (D D =w t— O z F-- 25 D U ON o ►— w LL O w z U= O z EXHIBIT A, continued. Thence North 76 °55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, more or less, to the Point of Beginning; 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 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 �U U NO C0 w J = F- U u. wo u - U �. = �w z 1— O z F- w U ON OH ww U u' O 111 z U= O F " z f ., EXHIBIT A, continued. LOT 11 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, z Range 4 East, W.M., in King County, Washington, described as follows: I � Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; �►-- Z Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a UL stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish J U 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 co w set at the intersection of said south line of the said released lands with the east marginal line of the F Pacific Highway; N u. Thence South 13 °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 1305'00" 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 = CY boundary line of the southwest quarter of the northwest quarter of said Section 10; f- w 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 z O Railway; UJ Thence northwest along said west margin of said right of way 3 5.3 5 feet, more or less, to a line 80 feet j =) p from and parallel to the south line of this Tract; U cn. Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of o �- Beginning; w w HU H, EXCEPT the north 40.00 feet thereof; LL — z u.i N AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under o recording number 3124198; Z (Also known as Lot 11, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. Return Address: Doak Homes, Inc. 11812 - 26th Ave. SW Burien, WA 98146 Title: PRIVATE DRIVEWAY 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 9 AND 10, 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: LOWS 9 AND 10, 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): 0733000032, 0733000033, 0733000034 Page 1 of 4 z �Z �w � D 30 00 (/) W= J F- !2 0 LU LL cf) = �w z E - 0 z E- w U �. O �'. o� wW U. 0 ..z w �_ o F' z * 40 PRIVATE DRIVE WAYEASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) in fee simple of lots 9 and 10 described in the attached Exhibit X ( "Grantor" herein), and lots 9, 10 and 11, inclusive, described in the attached Exhibit X, ( "Grantee" herein). WHEREAS Grantor intends to establish an easement across its land for driveway access, underground utilities, and drainage facilities for the benefit of Grantee. WHEREAS Grantor intends that all improvement costs and maintenance costs of the driveway access, utilities, and drainage facilities within said easement will be borne solely by Grantee. NOW THEREFORE, 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, Grantor hereby defines, declares, grants and conveys to Grantee, a non - exclusive, perpetual private driveway easement, over, under, across, along and through the real property described as follows: Beginning at the southeast corner of Lot 10 described in the attached Exhibit X; Thence westerly 21.92 feet along the south line of said Lot 10; Thence northwesterly along a line deflecting 82 °12'27' to the right of said south line j 80.79 feet, more or less, to the northeast corner of Lot 9 described in the attached Exhibit X and the west margin of the right of way of the Puget Sound Electric i Railway; Thence southeasterly along the west margin of the right of way of the Puget Sound Electric Railway, 83.44 feet, more or less to a point on the east boundary line of the southwest quarter of the northwest quarter of said Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington.; Thence southerly along said east boundary of the southwest quarter of the northwest quarter, 3.97 feet, more or less, to the Point of Beginning. Page 2 of 4 .. � . • � .., ' ,,,..A..;...:i.1L:..7,An...Lu. ..s:S.:Lt:.:c.:rFr.J..w:.s ..tZr,.,,aa.:.n : ut.'.i.:.h . t4'.:+ iaq+ u: m... y, aJw.:l vu�. si,.::» �w�'' s�:.' w.: r. 1» aw: tidr4:: asb;.7.t...:n.r a' x�u:l-- fq- W+y�eN: z ��. z �w dd JU UO CO J = H N .U w LL ¢ Cl) d =w z 1-0 Z F- w w U ON 0 b-- ww ~ F- - z w U O z ,d i• PRIVATE DRIVEWAY EASEMENT AGREEMENT, continued The herein Private Driveway Easement is granted and accepted subject to the covenants, reservations and conditions described as follows: 1. 2. This easement is for the sole purpose of ingress, egress, utilities, and drainage facilities, together with the right for Grantee to enter said private driveway easement for the purpose of installation, operation and maintenance of a private driveway, public or private utilities and storm drainage facilities. All costs for construction, operation and maintenance of the driveway and other improvements within said easement shall be borne 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 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. 4. This Private Driveway 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 grantee properties, together with the right of ingress and egress for said purposes. 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. Page 3 of 4 A6 :.Se�3 ttiwC; el: uuYUti' ri. b4- t�S:bSwu:'.:SslJal.g= W{..:.. r.. :.. z Z �w WU 00 N CO W J = U) LL w LL Cf) = �w z z� w W U� o CO_ � w LL O .. z w CO o� z PRIVATE DRIVEWAY EASEMENT AGREEMENT, continued 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 4 of 4 Z z; �w QQ JU UO CO) U. w= J H CO .u.. W O U. �D = a. �. w. Z �. z0 w Uj �o U 0 C0 o � wW H U U. ~O ui Z CO O F " Z EXHIBIT X 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 3 5.3 5 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; z i~ '~ w n: 2 D UO 0 w= F-- cn u. W O L co :3 =W ? �— HO w F-. U� ON C1ff WW u. O •z W U CO OH z 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 1 05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 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 3 5.3 5 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; z i~ '~ w n: 2 D UO 0 w= F-- cn u. W O L co :3 =W ? �— HO w F-. U� ON C1ff WW u. O •z W U CO OH z 1 J, EXHIBIT X, continued. Thence South 76 °55 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. 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 UO J � W O LL co d . = F- O w� 25 VO O N o �- Ww LO W z U = O . ~ z Tukwila DeparWieyitt of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.its WATER METER INFORMATION 0.75 1 PERM Parcel No.: 0733000033 Permit Number: DOS-427 Address: 11647 35 LN S TUKW Issue Date: 03/31/2006 Suite No: Permit Expires On: 09/27/2006 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. i { See D05 -422 for erosion, right -of -way work, private water main extension. METER #1 Water Meter Size: Quantity: Water Meter Type: Work Order Number: Connection Charge: Y Installation: Y Additional Install Deposit: Plan Check Fee: Y Inspection Fee: Y i Turn On Fee: Y Subtotal: Cascade Water Alliance (RCFC): Y TOTAL WATER FEES: $2,822.00 James F. Morrow, P.E., Director METER #2 0 METER #3 0 52O4g06 $60.00 $0.00 $0.00 $490.00 $0.00 $0.00 $0.00 $0.00 $0.00 $10.00 $0.00 $0.00 $15.00 $0.00 $0.00 $25.00 $0.00 $0.00 $600.00 $0.00 $0.00 $2,222.00 $0.00 $0.00 doc: PWWATER D05 -427 Printed: 03 -31 -2006 Z '~ w � D 00 C/) C0 LLJ J = �LL w �-i LL a U) D = LU Z �. tr O W � p' U O - OH w F- u- O. 6i Z U W' E_ O Z r 1 i `PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -427 DATE 03 -23 -06 PROJECT NAME DOAK HOMES, INC. - LOT 10 SITE ADDRESS: 11647 35 LN S Original Plan Submittal X Response to incomplete Letter # 1 X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTM Bu A vi9n Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION 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 ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 04-25-06 Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenlshouting shp.doc 2.2M2 z z �w JU 0 NO J I.— C0 LL w �? � =w r Z0 w U� ON off w �F- LL O z W CO O z 000RD C0PY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -427 PROJECT NAME DOAK HOMES, INC. SITE ADDRESS 11647 35 LN S, LOT 10 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued D 3 �� B6?(ing4i n Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., T urs.) DUE DATE: 03-02-06 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: a7 60 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg g Fire ❑ Ping ❑ PW ❑ Staff Initials: t DATE: 03 -01 -06 TUES/THURS ROUTING: i Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: PE APPROVAL OR CORRECTIONS DUE DATE: 03-30- 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: Not Approved (attach comments) ❑ Documents/routing slip.doc 2.28 -02 '1. ) t ..t \. �i1., 1. .:i.' .•r'.. 'n •l ,1 ,..� >,� .a, .,,t, .: :..: F:lri. >�. .t ?r,�.: :a',xL':tap',.Siij.,.,. ' ».•��i'sY+�i,;,3r .3 i'a` i`� "'�v; ask iac i;a`.w.1ta a. ,,; '.. +, ... .�. Sit u w.r k J,.a o., id!;1.�1viMenJ,t,si.' �-,� .:�ko�kkd•:�,w.ti;i;� +:'h..k�r.+'a...�c' Jst�iiiYo4�ti,.. �:um+�xi9:eakN+y%Yur „5�^'��l:L z �Z �w QQ JU 00 CO) 0 CO W J :r U. w �D N� = f.. W Z Z� W w U� ON 0H wW tL O W z CO Z PERMIT COORD COP­­ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 - 427 DATE: 01 -05 -06 PROJECT NAME DOAK HOMES, INC. SITE ADDRESS 11647 35 LN S, LOT 10 Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS rI (� ,4'lrU v too . 4inA i ion Fire Prevention U Planning Division Public Works D� Structural ❑ Permit Coordinator ❑ 47(m 1 0 DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 01-1 0-06 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route E� Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 02-07-06 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 9 Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenlshoulina slin.dnc 2.2M2 Ln; ' 7.' 1. �Y a 1.4 a*''' .: �i�':A Y S r. c� na'a«•'CC ' % ^ . ..i +:.i:.u., .:r.:.su.:;.a:4aK'.,xr, .La 25 .�r .rdt...:; >o:::Sw•,...ri :t r..l:., i�! t L •r.•;fa,at .�.a�L " 'r,...n.� :,'4.'%- .:Nii'i s::: z ,n:S t. x..<. z �Z '~' w t � JU UO N C0 W J = I-- 00 .w w �� LL? CO =w Z �. O W w U� 0 00 OH w U_ 0 w z UN H O~ z PERMIT OOORD OOPS" PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -427 DATE: 11 -29 -05 PROJECT NAME DOAK HOMES, INC. SITE ADDRESS 116xx EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: �( 114 Bui ing Division Fire Prevention Planning Division d Public Works Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 1 2-01-05 Complete ❑ Incomplete d Not Applicable ❑ Comments: Permit Center Use Only ,, INCOMPLETE LETTER MAILED: Y2 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:. TUES(THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: - 1 2 - 29 - 05 i Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documews/rouling slip.doc 2.28 -02 z �Z 00 J� S2 U- w LL to � = �w z WO �5 U� O w. OF- LU Uj �P U- O .z w U= 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: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 11REVISION SUBMITTAL Revision submittals must be submitted to person at the Permit Center. Revisions will not be accepted through the mail, fir, etc. Date: 3 ^ 2 r Plan Check/Permit Number: Response to Incomplete Letter # _� LM Response to Correction Letter # _� �' f1W1►'tl..A ❑ Revision # after Permit is Issued MAR 2 3 2006 Revision requested by a City Building Inspector or Plans Examiner PERMT CF - ,NTEp Project Name: UnOL Lm e 5 1 v, L la � 10 Project Address Od I �5' L� 5 Ty(c r,✓,& c 78 Contact Person: -72, Phone Number: Z06 v Summary of Revision: 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 app ications orms -app ications on me evasion submittal Created: 8 -13 -2004 Revised: ....+. �.Jr _,h,- ..�Y.,a. :i. i.? i�;.:�'i.�.::t..iz;�[srn_:=.i:i }..wW, Ev�''rx'. ;Ad:�i.�sau "` �u. isr3: ��rr3atie <iC.w.- �wo.iavalfi+i.:vo: ',L• i m:._wy y y ;,�;_¢„•�,_. ? {,`r ,, y��•�r�w,�;� , � , : ' - ,J�.- ,�.,.,. Z �w QQD JU UO CJ) 0 CO LU J = F-- tn .tL w §-J LL Q to D = �w z H WO U� O N. o� w .Z w CO O Z i55Vfs 1444 f G1�S S vvt�� 7%e fps MHA A rcd� /l�✓I 4 . T l A lZ e * 7'ke41; . / / 61( 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 app ications orms -app ications on me evasion submittal Created: 8 -13 -2004 Revised: ....+. �.Jr _,h,- ..�Y.,a. :i. i.? i�;.:�'i.�.::t..iz;�[srn_:=.i:i }..wW, Ev�''rx'. ;Ad:�i.�sau "` �u. isr3: ��rr3atie <iC.w.- �wo.iavalfi+i.:vo: ',L• i m:._wy y y ;,�;_¢„•�,_. ? {,`r ,, y��•�r�w,�;� , � , : ' - ,J�.- ,�.,.,. Z �w QQD JU UO CJ) 0 CO LU J = F-- tn .tL w §-J LL Q to D = �w z H WO U� O N. o� w .Z w CO O Z 1 .-w City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director i i 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us t REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: V�r,�r o� Plan Check/Permit Number: l L( 7 ❑ Response to Incomplete Letter # Nti�`Ir'� Response to Correction Letter ❑ Revision # after Permit is Issued MAR 0 1 2006 `RO Revision requested by a City Building Inspector or Plans Examiner r. 1TC , EF Project Name: {VACS Project Address: Contact Person: < < �- �� Phone Number: 206 3 77 - 2 z Summary of Revision: 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 a \applications\forms- applications on line\revision submitta Created: 8 -13 -2004 Revised: z W � D J U' UO rn o . W= J CO LL w LLQ CO D = �w . z 1— z O W U rn 0 1— wW XU u" O w z U= O 1— z City of Tukwila Steven M. Mallet, Mayor Department of Cominuidty Developinew Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http : / /titnviv.ci.ttik- tivila.iva.its REVISION SUBMITTAL Revision submittals mist be submitted in person at the Permit Center. Revisions uO not be accepted through the mail, fax, etc. Date: I "S - 06 Plan Check/Permit Number: D05 - 427 9 — 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 IIomes, In ,qq- �9 bo S Project Address 1 16�asf NUf Rii"al `� y -S Contact Person Darryl E. Doak Sr. Phone Number: Summary of Revision: OlY OP A Utl P E ENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: VUkat( — [f Entered in Permits Plus on 1-15 `D(v pplications corms- applications on lineVevision submittal Created: 8 -13 -2004 Revised: " u.:.waa iiiµ', a ne. n.:::. sw. uv;... k' u• •Ja.a..Jn.i:�uu':+:.,:.iyUlar.a .... %A1K L.'.. lttd I "•�Jtwt..fr.Yi.�aiii:uiG3Ytwl .'.'Ski&:.`.AY.Y.it. �Y.++.L1 uk� + >:. Z ;f Z . w 7— D JU U N UJ_ F- � wO U. Q CO = d F w z H I— O Z I— w L �o U O N o t•-- w w . F� w Z w CO U O Z N N N Ww iu iu iu o S i �ko kl I -Ytz /n-j r o . A e- � i y yt�f e L 3 � S c� 33aa�i � G,! � �a -- CA) C. 10. } .r 1 t� L p�33WOO C3 '"f ' 33 3o '� �,�. w 0_ w`k' �y N G Sc= FZ LOT It !� 5 o g dos - 4 + Z z- --5 \ t 3 4 a 3 4o �' r 4 ?q Lor S r 4alo�� a v_; r,T a �. �k vx Cam¢- +- K . CL We- c r z �z �W �� UO U) 0. J = T L . w m� U-? � = W Z f... Wo Do U O � D H WW 0 . W U= ~O h- z 4c) 7'10 O Department of O Natural Resources and Parks Residential Sewer Use Certification Wastewater Treatment King County Division (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge Is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) . Owner's Name (Last, First, Middle Initial) Property Tax I.D. Number Subdivision Name Subdiv. # Lot # % Block # Building Name / �/ (if applicable) 1J 0A /Y fml dE! � �l�C Property Street Address City, State, Zip Owner's Mailin Address (If different from qq above) !� ��f% /l•'�� Owner's Phone Number if _ 2 6 4 ) Property Contact Phone Number ( ) A.,ok' e- e Party to be Billed (if different from owner) Party's Mailing Address S�,�.ee-- City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes ❑ No Type of building demolished? Sewer disconnect date? For Klrig:Counit use: Account # Monthly Rate .S1k Moiif6 b"66e` , r : • t , r J fa Residential Customer Please check appropriate box: Equivalent (RCE) Single- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 2.4 ❑ 4 -Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmissio of corrected data for determination of a revised capacity charge. Signature of Owner /Representative - Date / Print Name of Owner /Representative 1057 (Rev. 7/02) White — King County ellow — Local Sewer Agency Pink — Sewer Customer Z ~ w UQ (0 J� rn LL WO LL ] co �w z W W CI ❑ I— wW U. W Z U= 0� Z M Certificate of Sewer Availability OR I r-.v. Do vyVVv Tukw, WA 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 ❑• Short Subdivision ❑ Rezone Proposed Use: ® Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other A Applicants Name: Phone:. 6 5 '717 w pP o �1 ab � • Property Address or Approximate Location: Tax Lot Number: N-ir WX 07.7 3 o 0 0o 3 Legal Description (Attach Map and Legal Description if necessary): 401 10 Part B: (To Be Completed by Sewer Agency) i/ 1. JAI a. Sewer Service will be provided by side sewer connection only to an existing size sewer C�3 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. 51 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: $ a. District Connection Charges due prior to con ection: GFC: $ SFC: $ _r9, 7'15 UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required 51 Maybe Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from th ate of signat e. By Title Date Z z �w JU UO CO J = �w w wj � = w z� �O z�_ w w U ON 0 I_ wW LL O ui Z UN P H z I` Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License DOAKHI *092NZ Licensee Name DOAK HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601329337 Ind. Ins. Account Id 58243002 Business Type CORPORATION Address 1 11812 26TH AVE SW Address 2 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 1 SC9910 Parent Company Cancelled Previous License DOAKH* *10605 Next License 08/01/2001 Associated License Business Owner Information Name Role Effective Date Expiration Date DOAK, DARRYL E SR 01/01/1980 DOAK, ESTRELLA M 01/01/1980 Company Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date Until #4 CBIC 1 SC9910 08/01/2001 Cancelled $12,000.00 08/01/2001 #3 CBIC I SC9910 108/01/2000 1 1$6,000.00 Pagel of 3 Z Z W QQ � U O co W y0 J = H N LL W � J U- Q to = �. W. Z H FO Z f- W 5 U� O N Q I— W W H� LL O Lli Z U= O Z https:H fortress. wa. gov /lni/bbip /printer.aspx ?License= DOAKHI *092NZ 03/31/2006 \ PN GE \ $ Q� - - �- � II G� $ � • �� II • \D P TRA m U roe Wfte RIEQUIRL r \• • \ / •,• � 14 TRA -CTS . \ r \ City of T WILDING ppAS 2) VICINITY MAP F \S � o o _ • � � \ / \ Ivor To SCALE Q No SCALE 1 " =20 ' I= COPY + PTN. NWI /4 SECTION 10, T23N R4E, W.M. !. 7, \ ELEV. DATUM: NA 1988 Pomit ft' D No nor approval is subeCk to ems and and SITE ADDRESS: 11640 EAST MARGINAL WAY tom-. �amI of construction documefs does not agwo the vbbdon of any accepted code or ardhucp of ap d Copy and rl_ft S is CRJW • i \ r \ ! , I �Sph' \ \ \ BY < .�, \ \ r / x ""/ RIVE, -L i , � D 1b �g � / • r • � , �,o � � o � � � fi � � \ \ TAX PARCEL NUMBERS 1� �� / o� • ,� (0 . LOT 3 073300 -010 / N , / Q o4 . ��.• \� , ! s /i M 2 \ r LOT 4 073300 --020 /,� / °� e \�P q! . '�. LOT 5 073300-021 \ G / \ �• � d� � / F �` �� • • \ / � � �. LOT 6 073300 --025 F ° A / / G RIVE 1 ' LOT 7 073300-030 w ¢�5�$ � $ \ , . - - / - LOT 8 073300-031 \ , ' r \� s e�Po LOT 9 073300=032 L LOT 0 073300 - 033 --- N '`� e�`F`� P�' rr ' \�' •3 r' \ �� �� - LOT 11 073300-034 RR C ®COMPLIANCE o� / / / � �` � \\��� F�' • • �'� � �,,����a��9� C FO 5 / S • ' _ROUND \ ! ` 5� • Ac \ o / / \ / >> F �` ER TURN A LIA 9 2006 1SS ` \ o x/ �G > // tii HAMM AND t ��� � � � S ` I PER OF pI v . S�' ARC 2 6 9 ,�$� ,1� ��' '` �1 / �pRIVE ��� y / SIRE M ARSH Of TukWlla / Q oF • � / / ti° o• �31ITI.I)Ymr nllffgTn \ \ < A Q R�\G �, \ $ n C, \ � In oQ 61 , i �"� �2 7 , 1 P� These plans have been reviewed by the Public \ �Sp 'A /� 1 4z. DRIVE qN darks ndardsme A n� tan en current IN, subject to errors and 9 \ '� • � i � � EAS EM ENT City standards s \ '� \�'y � �ti/ F O t �ti• • '` 1 � + r /i �' `1 O DRAINAG FOR ING emissions which do not authorize violations of SF-�� \ q��' / O �. F`• L �' � \ 20 � l� ' `/' , ` FOR gENEFIrRESS, e of for GR S 5 E adopted standards or ordinances. The responsibility � , U \P OE \ \ ��0 ��aC' 9' 1 pgN p ES for the adequacy of the design rests totally with the �\o O \ 16 designer. Additions, deletions or revisions evisions to these Q 1 �� , \ qz '� OFL " drawings after thus date will void this accept ce p� / / 6 ��Q • '`� Q / i � p / u � and will require a resubmittal of revised drawings \O� / j, / \'L + – S for subsequent approval. Q� Q.P O CI O CS �► -� o 0 \ `C \ \ � S• L Q F�� Q� �� / � : , � \` -6, �� 28 — y °° _ P LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 `' 6. ,3 14 21 LOT AREA 7438 SQ.FT. 2139 SQ.FT. 6402 SQ.FT. 5909 SQ.FT. 5432 SQ.FT. 4970 SQ.FT. 4887 SQ.FT. 4793 SQ.FT. 3995 SQ.FT. ti 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 SQ.FT. . 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 SQ.FT. 55 SQ.FT. . TOTAL IMPERVIOUS AREA 2636 SQ.FT. 2654 SQ.FT. 2912 SQ.FT. 2509 SQ.FT. 2524 SQ.FT. 2435 SQ.FT. 2449 SQ.FT. 2051 SQ.FT. 1708 SQ.FT. ' Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: ,"N S 17 2- -br-di T2),e NOTES: 1. SEE INDIVIDUAL BUILDING PLANS FOR BUILDING DIMENSIONS. 2. ALL UTILITIES, INCLUDING POWER, TELEPHONE, TV CABLE. ETC., SHALL BE PLACE UNDERGROUND PER TUKWILA ORDINANCE. RECEIVED CITY OF TUKWILA JAN 0 5 2006 PERMIT CENTER INCOMPLETE LTR# ... �.. -- tea- � �� • `T, �'_ - ^' "^ DUWAMISH RIVER - - ' SENN T 5 a l E UH •e N u - � ••• II o s N c a cn 7 � n o C N W ow 1� ar X CD 'T r- � 00 Lo V ¢ a) co rn W I ,n 0 F- (0 I N C0 5C N W C0 N Q N O O 00 C) N V- N U a a: W Z O U E A f� E Z H yJ M E-1 W � � m w � U2 � � A E A W F� F � p N� ra F� H 0 p o con p"Z 0 .4 o W " 0 0 V R CQ P-1 10 F' A 0 Z Z H I� PROJECT NUMBER 05011 SHEET 1 OF 1 r r r \ s. r r r r r \ • \D P TRA m U roe Wfte RIEQUIRL r \• • \ / •,• � 14 TRA -CTS . \ r \ City of T WILDING ppAS 2) VICINITY MAP F \S � o o _ • � � \ / \ Ivor To SCALE Q No SCALE 1 " =20 ' I= COPY + PTN. NWI /4 SECTION 10, T23N R4E, W.M. !. 7, \ ELEV. DATUM: NA 1988 Pomit ft' D No nor approval is subeCk to ems and and SITE ADDRESS: 11640 EAST MARGINAL WAY tom-. �amI of construction documefs does not agwo the vbbdon of any accepted code or ardhucp of ap d Copy and rl_ft S is CRJW • i \ r \ ! , I �Sph' \ \ \ BY < .�, \ \ r / x ""/ RIVE, -L i , � D 1b �g � / • r • � , �,o � � o � � � fi � � \ \ TAX PARCEL NUMBERS 1� �� / o� • ,� (0 . LOT 3 073300 -010 / N , / Q o4 . ��.• \� , ! s /i M 2 \ r LOT 4 073300 --020 /,� / °� e \�P q! . '�. LOT 5 073300-021 \ G / \ �• � d� � / F �` �� • • \ / � � �. LOT 6 073300 --025 F ° A / / G RIVE 1 ' LOT 7 073300-030 w ¢�5�$ � $ \ , . - - / - LOT 8 073300-031 \ , ' r \� s e�Po LOT 9 073300=032 L LOT 0 073300 - 033 --- N '`� e�`F`� P�' rr ' \�' •3 r' \ �� �� - LOT 11 073300-034 RR C ®COMPLIANCE o� / / / � �` � \\��� F�' • • �'� � �,,����a��9� C FO 5 / S • ' _ROUND \ ! ` 5� • Ac \ o / / \ / >> F �` ER TURN A LIA 9 2006 1SS ` \ o x/ �G > // tii HAMM AND t ��� � � � S ` I PER OF pI v . S�' ARC 2 6 9 ,�$� ,1� ��' '` �1 / �pRIVE ��� y / SIRE M ARSH Of TukWlla / Q oF • � / / ti° o• �31ITI.I)Ymr nllffgTn \ \ < A Q R�\G �, \ $ n C, \ � In oQ 61 , i �"� �2 7 , 1 P� These plans have been reviewed by the Public \ �Sp 'A /� 1 4z. DRIVE qN darks ndardsme A n� tan en current IN, subject to errors and 9 \ '� • � i � � EAS EM ENT City standards s \ '� \�'y � �ti/ F O t �ti• • '` 1 � + r /i �' `1 O DRAINAG FOR ING emissions which do not authorize violations of SF-�� \ q��' / O �. F`• L �' � \ 20 � l� ' `/' , ` FOR gENEFIrRESS, e of for GR S 5 E adopted standards or ordinances. The responsibility � , U \P OE \ \ ��0 ��aC' 9' 1 pgN p ES for the adequacy of the design rests totally with the �\o O \ 16 designer. Additions, deletions or revisions evisions to these Q 1 �� , \ qz '� OFL " drawings after thus date will void this accept ce p� / / 6 ��Q • '`� Q / i � p / u � and will require a resubmittal of revised drawings \O� / j, / \'L + – S for subsequent approval. Q� Q.P O CI O CS �► -� o 0 \ `C \ \ � S• L Q F�� Q� �� / � : , � \` -6, �� 28 — y °° _ P LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 `' 6. ,3 14 21 LOT AREA 7438 SQ.FT. 2139 SQ.FT. 6402 SQ.FT. 5909 SQ.FT. 5432 SQ.FT. 4970 SQ.FT. 4887 SQ.FT. 4793 SQ.FT. 3995 SQ.FT. ti 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 SQ.FT. . 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 SQ.FT. 55 SQ.FT. . TOTAL IMPERVIOUS AREA 2636 SQ.FT. 2654 SQ.FT. 2912 SQ.FT. 2509 SQ.FT. 2524 SQ.FT. 2435 SQ.FT. 2449 SQ.FT. 2051 SQ.FT. 1708 SQ.FT. ' Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: ,"N S 17 2- -br-di T2),e NOTES: 1. SEE INDIVIDUAL BUILDING PLANS FOR BUILDING DIMENSIONS. 2. ALL UTILITIES, INCLUDING POWER, TELEPHONE, TV CABLE. ETC., SHALL BE PLACE UNDERGROUND PER TUKWILA ORDINANCE. RECEIVED CITY OF TUKWILA JAN 0 5 2006 PERMIT CENTER INCOMPLETE LTR# ... �.. -- tea- � �� • `T, �'_ - ^' "^ DUWAMISH RIVER - - ' SENN T 5 a l E UH •e N u - � ••• II o s N c a cn 7 � n o C N W ow 1� ar X CD 'T r- � 00 Lo V ¢ a) co rn W I ,n 0 F- (0 I N C0 5C N W C0 N Q N O O 00 C) N V- N U a a: W Z O U E A f� E Z H yJ M E-1 W � � m w � U2 � � A E A W F� F � p N� ra F� H 0 p o con p"Z 0 .4 o W " 0 0 V R CQ P-1 10 F' A 0 Z Z H I� PROJECT NUMBER 05011 SHEET 1 OF 1 r \ s. r r r r • \D P TRA m U roe Wfte RIEQUIRL r \• • \ / •,• � 14 TRA -CTS . \ r \ City of T WILDING ppAS 2) VICINITY MAP F \S � o o _ • � � \ / \ Ivor To SCALE Q No SCALE 1 " =20 ' I= COPY + PTN. NWI /4 SECTION 10, T23N R4E, W.M. !. 7, \ ELEV. DATUM: NA 1988 Pomit ft' D No nor approval is subeCk to ems and and SITE ADDRESS: 11640 EAST MARGINAL WAY tom-. �amI of construction documefs does not agwo the vbbdon of any accepted code or ardhucp of ap d Copy and rl_ft S is CRJW • i \ r \ ! , I �Sph' \ \ \ BY < .�, \ \ r / x ""/ RIVE, -L i , � D 1b �g � / • r • � , �,o � � o � � � fi � � \ \ TAX PARCEL NUMBERS 1� �� / o� • ,� (0 . LOT 3 073300 -010 / N , / Q o4 . ��.• \� , ! s /i M 2 \ r LOT 4 073300 --020 /,� / °� e \�P q! . '�. LOT 5 073300-021 \ G / \ �• � d� � / F �` �� • • \ / � � �. LOT 6 073300 --025 F ° A / / G RIVE 1 ' LOT 7 073300-030 w ¢�5�$ � $ \ , . - - / - LOT 8 073300-031 \ , ' r \� s e�Po LOT 9 073300=032 L LOT 0 073300 - 033 --- N '`� e�`F`� P�' rr ' \�' •3 r' \ �� �� - LOT 11 073300-034 RR C ®COMPLIANCE o� / / / � �` � \\��� F�' • • �'� � �,,����a��9� C FO 5 / S • ' _ROUND \ ! ` 5� • Ac \ o / / \ / >> F �` ER TURN A LIA 9 2006 1SS ` \ o x/ �G > // tii HAMM AND t ��� � � � S ` I PER OF pI v . S�' ARC 2 6 9 ,�$� ,1� ��' '` �1 / �pRIVE ��� y / SIRE M ARSH Of TukWlla / Q oF • � / / ti° o• �31ITI.I)Ymr nllffgTn \ \ < A Q R�\G �, \ $ n C, \ � In oQ 61 , i �"� �2 7 , 1 P� These plans have been reviewed by the Public \ �Sp 'A /� 1 4z. DRIVE qN darks ndardsme A n� tan en current IN, subject to errors and 9 \ '� • � i � � EAS EM ENT City standards s \ '� \�'y � �ti/ F O t �ti• • '` 1 � + r /i �' `1 O DRAINAG FOR ING emissions which do not authorize violations of SF-�� \ q��' / O �. F`• L �' � \ 20 � l� ' `/' , ` FOR gENEFIrRESS, e of for GR S 5 E adopted standards or ordinances. The responsibility � , U \P OE \ \ ��0 ��aC' 9' 1 pgN p ES for the adequacy of the design rests totally with the �\o O \ 16 designer. Additions, deletions or revisions evisions to these Q 1 �� , \ qz '� OFL " drawings after thus date will void this accept ce p� / / 6 ��Q • '`� Q / i � p / u � and will require a resubmittal of revised drawings \O� / j, / \'L + – S for subsequent approval. Q� Q.P O CI O CS �► -� o 0 \ `C \ \ � S• L Q F�� Q� �� / � : , � \` -6, �� 28 — y °° _ P LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 `' 6. ,3 14 21 LOT AREA 7438 SQ.FT. 2139 SQ.FT. 6402 SQ.FT. 5909 SQ.FT. 5432 SQ.FT. 4970 SQ.FT. 4887 SQ.FT. 4793 SQ.FT. 3995 SQ.FT. ti 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 SQ.FT. . 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 SQ.FT. 55 SQ.FT. . TOTAL IMPERVIOUS AREA 2636 SQ.FT. 2654 SQ.FT. 2912 SQ.FT. 2509 SQ.FT. 2524 SQ.FT. 2435 SQ.FT. 2449 SQ.FT. 2051 SQ.FT. 1708 SQ.FT. ' Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: ,"N S 17 2- -br-di T2),e NOTES: 1. SEE INDIVIDUAL BUILDING PLANS FOR BUILDING DIMENSIONS. 2. ALL UTILITIES, INCLUDING POWER, TELEPHONE, TV CABLE. ETC., SHALL BE PLACE UNDERGROUND PER TUKWILA ORDINANCE. RECEIVED CITY OF TUKWILA JAN 0 5 2006 PERMIT CENTER INCOMPLETE LTR# ... �.. -- tea- � �� • `T, �'_ - ^' "^ DUWAMISH RIVER - - ' SENN T 5 a l E UH •e N u - � ••• II o s N c a cn 7 � n o C N W ow 1� ar X CD 'T r- � 00 Lo V ¢ a) co rn W I ,n 0 F- (0 I N C0 5C N W C0 N Q N O O 00 C) N V- N U a a: W Z O U E A f� E Z H yJ M E-1 W � � m w � U2 � � A E A W F� F � p N� ra F� H 0 p o con p"Z 0 .4 o W " 0 0 V R CQ P-1 10 F' A 0 Z Z H I� PROJECT NUMBER 05011 SHEET 1 OF 1 DOAK HOMES, INC. NW1 /4 SECTION 10, T23N, R4E, W.M. GENERAL CONSTRUCTION NOTES 1. Locations shown for existing utilities are approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206 - 433- - -0179. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206- 433 -0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. S. 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. CONS TRUC TI ON SPECIFICATIONS 1. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans, specifications, and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. Permittee shall apply for a Revision for any work not according to the approved plans. 2. Permittee /Contractor shall arrange a preconstruction conference with the City's Inspector(s) prior to beginning any work. 3. Work in Roadways a. All work in roadways shall meet TMC 11 and the following: b. Prior to any activity in City right -of -way, the Permittee shall provide the City a traffic control plan for review and approval. The traffic control plan shall include the location, address and description of traffic flow during the work and shall meet MUTCD requirements. c. All work requiring lane closures must be by permit only. From the third Thursday in November to the following January 2nd, the Director does not allow lane closures in the Tukwila Urban Center. d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all times, except when Permittee has permission from the building owner and the Director to close an access. e. All roadways shall be kept free of dirt and debris using street sweepers. Use of water trucks for cleaning roadways requires pre - approval from the Director. f. Install steel plates over any trench, at any time work is stopped and the trench is left open. ST ORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the current King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with "Dump No Waste" and either "Drains to Streams ", "Drains to Wetlands ", or "Drains to Groundwater ", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. SILT FENCE DETAIL NOT TO SCALE FILTER FABRIC MATERIAL 36" MIN WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABIC TO WIRE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2 "x2" BY 14 GA. WIRE FABRIC BACKING (OR EQUAL) 2'x4" WOOD POSTS. STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS MATERIAL 2 "x2" BY 14 GA. WIRE FABRIC OR EQUIV. IN STANDARD STRENGTH FABRIC IS USED 24 "MIN 4 "x4" MIN. TRENCH. BACKFILL TRENCH WITH NATIVE SOIL OR 314" WASHED ROCK 12 "MIN 4" MIN 2 "x4" WOOD POST ALT: STEEL FENCE POSTS NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). OR AT 8' MAXIMUM WHEN BACKING IS USED. C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4" -1.5" WASHED ROCK H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. J. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED /REPLACED IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 2.00% EXISTING ASPHpI.Y ` I CATCHBASIN L SUBGRADE COMPACTED TO 95% MAX. DENSITY PRIVATE DRIVEWAY CROSS - SECTION NOT TO SCALE CONTACTS Project Manage /Owner: Darryl Doak, Sr. Doak Homes, Inc. (206) 372 --2280 Design Engineer: Tim Schriever, PE Alliant Engineering & Land Surveying, Inc. (425) 485 -1083 TAX PARCEL NUMBERS LOT 3 073300 -010 LOT 4 073300 -020 LOT 5 073300-021 LOT 6 073300 -025 LOT 7 073300-030 LOT 8 073300 -031 LOT 9 073300 -032 LOT 10 073300-033 LOT 11 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. EARTHWORK ESTIMATE CUT 0 CU. YDS PER LOT FILL 110 CU YDS PER LOT SHEET INDEX SHEET 1 SPECIFICATIONS AND DETAILS SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN SHEET 3 GRADING & DRAINAGE PLAN O Z 0-- 0 OT ` \\ ti V RECEIVED CITY OF TUKWILA JAN 0 5 2006 PERMIT CEN I EH Z m r N C] to Q d C V) w a X w a W Z 0 r Z A Z Z A N w H A r� V Z a H 9 w H Z W T H V Z W � Eq a a -0 4 C E L) H � W H Z U� E- w v� h W W O CQ P4 m w r W •� A E" C7 W E a O co O 0 co co Cl � � O Y 0 o ~ne O -1 J � J, rJ PROJECT NUMBER 05011 SHEET 1 OF 3 GRAD AND E ROSION 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 Director's approval, remove all sediment deposition resulting from project- related work. 10. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans and specifications and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. 11. As the first order of business, the Permittee shall install erosion prevention and sediment control measures per the ESC and shall install the downstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall at all times protect sensitive areas, their buffers, and adjacent private properties and public rights --of -way or easements from damage during grading Operations. The Permittee shall restore, to the standards in effect at the time of the issuance of the permit, sensitive areas, their buffers, and public and private properties and improvements damaged by the Permittee's operations. 13. Permittee shall arrange for and comply with the following: ' a. Notify the Public Works Department within 48 hours following installation of ESC measures. b. Obtain permission in writing from the Public Works Department prior to modifying the ESC plan. c. Maintain all road drainage systems, storm water drainage systems, control measures and other facilities as identified in the ESC plan. d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4 -feet deep. All trench safety systems shall meet WISHA requirements. 2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. RESIDENCE 20' UJ _Z J ACCESS ROAD w CL O tL r` 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE 4" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE VICINITY MAP NOT TO SCALE r X Q LL_ Z - 00 00 L w �! ` ` I I rn a . �I N %V Y N W to CV 0 0 N 00 m N .� p r Z A Z Z A N w H A r� V Z a H 9 w H Z W T H V Z W � Eq a a -0 4 C E L) H � W H Z U� E- w v� h W W O CQ P4 m w r W •� A E" C7 W E a O co O 0 co co Cl � � O Y 0 o ~ne O -1 J � J, rJ PROJECT NUMBER 05011 SHEET 1 OF 3 GRAD AND E ROSION 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 Director's approval, remove all sediment deposition resulting from project- related work. 10. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans and specifications and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. 11. As the first order of business, the Permittee shall install erosion prevention and sediment control measures per the ESC and shall install the downstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall at all times protect sensitive areas, their buffers, and adjacent private properties and public rights --of -way or easements from damage during grading Operations. The Permittee shall restore, to the standards in effect at the time of the issuance of the permit, sensitive areas, their buffers, and public and private properties and improvements damaged by the Permittee's operations. 13. Permittee shall arrange for and comply with the following: ' a. Notify the Public Works Department within 48 hours following installation of ESC measures. b. Obtain permission in writing from the Public Works Department prior to modifying the ESC plan. c. Maintain all road drainage systems, storm water drainage systems, control measures and other facilities as identified in the ESC plan. d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4 -feet deep. All trench safety systems shall meet WISHA requirements. 2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. RESIDENCE 20' UJ _Z J ACCESS ROAD w CL O tL r` 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE 4" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE VICINITY MAP NOT TO SCALE PTN, NW1 /4 SECTION 10., T23N., R4E. W.M. \ G R n C K CHECK DAM n E TAI L NOT TO SCALE STABILYZED CONSTRUCTION ENTRANCE ROCK GRADATION REQUIREMENTS FOR . CHECK DAMS AND 12" PIPES .' 100% PASSING $" SIEVE 6„ 40 -60% PASSING 6" SIEVE O Q 0 O 0 Q �, MIN 0 -10% PASSING 2 SIEVE CHANNEL 0 O Q O 0 1' KEYED �� P / , BELOW INVERT A. SEE ROCK GRADATION . ' . . REQUIREMENTS FOR END VIEW ` ROCK SIZING / , • A y ; y;� ,x ? ' ,y. 4 ., STALL BILIZE� CO U ON ENTRANCE ' �' ` IWTTFP''!•' T ...BU ING Sly P D • p ACH � y y _ � ; ; 4" -6 QUARRY SPALLS­ ON ON T 1 FLOW [] 2 2. MIN INSTALL CULVERT�� Y .� --- -� 0 O r�'p IF NECESSARY . . • 1 KEYED .11 .. CHANNEL OO 0 O BELOW INVERT ' ; O p 00� o O p boo :�'• „'' a . GEOIEXTILE FABRIC UNDER ` �o F P� • � off/ �� \ � . � II a N N �y U cn o a � c N r w I I QUARRY SPALLS ,y Q 7 '� �l SIDE VIEW (MARAFI 60OX OR EQUAL) (] V) n Li. 4 ° y 00 \ 7 �\ \ \ - ¢ d7 , cr) Ld o ° •9 2 PSQ °y \ \ STABILIZED CONSTRUCTION ENTRANCE � d am - 1 %0 1. INSTALLATION: THE AREA OF THE ENTRA OULD BE CLEARED OF ALL VEGETATION, N ROOTS AND OTHER OBJECTIONABLE MATER THE QUARRY SPALLS SHALL BE PLACED TO THE N Z N SPECIFIED DIMENSIONS. ANY DRAINAG CILITIES REQUIRED BECAUSE OF WASHING SHOULD Y W (o \ h \ BE CONSTRUCTED ACCORDING TO S IFICA11ONS IN THE PLAN. IF WASH RACKS ARE USED, < N 0 ^ c0 THEY SHOULD BE INSTALLED AO, � 'S SPECIFICATIONS. O 0o 0 2. AGGREGATE: 4” m TO 6" �`YR DING 70 MANUFACTURER'S SPALLS PER WSDDT STD. SPECS. SEC. 9 -13.6. 0 N s�, C 3. ENTRANCE DIMENSIO . THE AGGREGATE LAYER MUST BE AT LEAST 12" THICK. IT MUST FULL �-- EXTEND THE F W F�OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF INSTALL CAT BAS TECTIbN OVER THE ENTRANCE t BE AT LEAST 100 FEET WHERE PHYSICALLY POSSABLE. ALL EXI NG A INSTA CATCIWBASINS \ 4. WASHING: CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED a FROM VEH TIRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED / x ` BEFOR HICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE EN CE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO fY h y \ SAW CUT AND REMOVE ASI�HALT PAVEMENT E WASHING MORE CONVENIENT AND EFFECTIVE. z ' �` , MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT �r CLEARING �TYP) / / ` ` SOUTH OF CB37 TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP LIMIT �• / DRESSING WITH 2 STONE, AS CONDITIONS DEMAND, AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE cn STREET EXCEPT WHEN SWEEPING IS INEFFECTIVE OR THERE IS A THREAT TO PUBLIC SAFETY. �" 'ry ALL RUNOFF AND WASH WATER MUST BE TREATED TO PREVENT SEDIMENT LADEN WATER z • DOWNSTREAM DRAINAGE COURSES. \ �'S � � � � ` � / _ ,► I r FROM ENTERING DOWNS W z Mae z 9 \ 2 ` Dy 2 - r INSTALL TEMPO RY T NC o. IN TABILIZED CONSTRUCTION ENTRANCE � � E4 W \ • \ �� ACROSS SWALE A PROPS � ER D ON SHEET 1 � C) Z i NE AND ADDITION L LOCA N TRAP r �� NOTES: Q z S IMENT AS NECESS Y 0 NT 2 W CID \ � �•1- � +� � SI T LADEN WATER L SITE S �� 1. SEE TESCP SPECIFICATIONS, TEMPORARY SILT FENCE DETAIL AND w Z Gq � _ STABILIZED CONSTRUCTION ENTRANCE DETAIL ON SHEET 1. eolos ON G ON ��'�'� qND' 7E EAS EMENT F E r , /NAGS FOR BN I N GRESS / EF17' OF COS 9 p0-1077 c CA � � \ �P � ✓ .� _ IN XISTING AND S I R CATCH BAS TION ASINS o � %/ /// / T � � � AND CONS r TRUCT SURFACE WATER + , 4 DIVERSION SWALE \ \ ER CROSS SECTION C —C me INSTALL CHECK DAMS PER DETAIL ALONG SWALE TO CREATE SMALL SEDIMENT \ TRAP PONDING, AND PREVENT EROSION v m q .. U2 Q '' A � W O U2 P4 U z H co � 0 � °D as w�-+ k a W 5 _4 "� I Hj w DIVERSION SWALE > ;Q � CROSS -- SECTION C -C ¢ ®`S r NOT TO SCALE O \ \ i o STA OR SILT FENCE C--I _ x _ 12 TYP. Q OPE PR TY LINES , ER DETAIL N HEET 1 0 - 1 r6o 12 `V Ic., Z LOpE 18" DEPTH nn I K ,� ELEV. DATUM: NAVD 1988 INSTALL TEMPORARY SILT FENCE AS NECESSARY NOTES: TO PREVENT SILT LADEN WATER FROM 1. SEED SWALE WITH NATIVE ENTERING STORM DRAIN GRASS LAWN MIX AND MULCH WITH 0 3' DEPTH STRAW. _ ` . 2. SLOPE CENTERLINE OF SWALE 0.50% MIN. /3% MAX. PROJECT NUMBER RECEIVED CITY of TUKWILA 05011 JAN 0 5 2006 PERMIT CENTER SHEET 2 OF 3 G 95g \ �. E la 0- � Gtr ��;. ` G I G, � II , oa o s 2 - 57 MIN 1 20' MIN. WIDTH ASPHALT SURFACE ROAD ADDITION WIDTH VARIES CATCH BASIN PER PLAN`__ L-0-1 2" COMPACTED DEPTH CLASS "B ASPHALT CONCRETE �F• \ / \ 2" CRUSHED SURFACING TOP COURSE \ / \ 4" MIN. CRUSHED SURFACING BASE COURSE N Lo u T N EXISTING ASPHALT COMPACT SUBGRADE AND SIDE SLOPES TO 95% OF MAX. DENSITY 3• o 0 ACCESS ROAD 9 -° °�° \ CROSS — SECTION A —A �1\�� pG� , OS S o �� NOT TO SCALE O�9 . oo' \\ c1-` PSe`� F �Fo \ \ \ / ELEV. DATUM: NAVC 1988 CP EP IN B 37 7 ,, \ e� g� SS S \ `6''1 • I G �P �'� Q �P \ 12 TYP . '`/ vE \ � \� G � PS � S \ �- p I i. co c °R . ` " I V \ 4 r s ' g� ' �`� , / 5` ° �`� \ ' '�$ P �o °��`� d�? \ Op p 18" DEPTH S�pPE P ri �o aQ o� ��, \/ l� M 2 . `�a c ° \ �p�� A p I NOTES: / � / �,� Q���� P� !y / \ . � ii `` ��nnF �c, s � �Q 1. SEED SWALE WITH NATIVE / , \ L >>, e PG , \ GRASS LAWN MIX AND MULCH WITH / QN F.p / • 6 `� -� 3' DEPTH STRAW. qRIVE / F `� 0, O 5. \ �. S 2. SLOPE CENTERLINE OF SWALE i �� �'` � ��'• D,p / �a�' \ tia - \ � � `p 4 G'1 _ �� � � � 0.50% -� 3. CONSTRUCT SWALE WITH 4:1 / � ��� ` ` S' ` G�� ... P�� `c�C1 2 MAX. SIDE SLOPES TO ALLOW FOR O a ` B `I• `b LAWN MOWER MAINTENANCE. RIVE < ` ��-� �� �, �¢ ,� •,� �� 2 GRASS—LINED SWALE g F T� S _ CROSS SECTION B —B NOT TO SCALE \ \ \ . SAD \ \ ,o� 0 �� G R �� o � P �� aw►� \ \ 'spg a � \ •srs S s � = G. iO `2Q��o CONSTRUCT�RASS LINED SWALE \ �• 1'Dc o�� �F'���c� > 2 0 / �� g E �� , S�E�� ��• o H PER CR SS SECTION B —B `' s� / `' � / c ,Fp>; . p`I� 5,y� ,�' o �° lop \'QP � /P \ , / o e�,� �! $ c� o� '� �$ `LO G AP 5 9 c, 5• E�S� 10 Q d ` - S� \ \ O ��O '� �.`'�� • o °F E � "5 PR rE e �� oq o °I° �`�' DRIV F, / / AND Df�AIN SEME �• \ / 5 �'�;• ���' o`' �`� gyp' \ o O� FOR � P`' \ ti "Q� G B EN � ASE a Qa �� , eFiT S ' eGREs S , � O � o of LO U O Vrll'nE S 1 -- 1 6 _ AND - ND 11 l a c v��.. O`/ // // s %' /� o +� so'— �`° h G �$1 • '1�r G a �P G v P \�� �s onT Q- A SP GF' ' ' c o ' \ 4 / c� O ulo � 'PO ��'O O 4j• loo `C�,1 �° S-0 SogD 3W `l \ A ��` Py ��. • ��Dc S $ •—� 6 151 ' 3 14 / 7 - 11-ool o� P� DRAINAGE NOTE: 1. ALL ROOF AND DRIVEWAY DRAINAGE WILL BE DISCHARGED DIRECTLY TO THE STORM DRAINAGE SYSTEM THAT DISCHARGES TO THE DUWAMISH RIVER. RECEIVED CITY OF TUKWILA JAN 0 5 2006 PERMIT CENTER z c� w o > w¢ cL t- - t7 wV) x w T CA a x Q z V LL. ui oo L W Q Q I = ° �' N CO Y N W (o CV p�� 0 T-- Nc�D 00 Z) 0 � a w z 0 F z h-�1 GQ � w � A E � W I Z I cn W � E­4 � A U z cQ N z w go Wz ��o zw � Z o � W� aA� o %We F' A PC Z Z PROJECT NUMBER 05011 SHEET 3 OF 3 CRANE DESIGN, Inc. Reserves Al I Legal Rights To Material On This Sheet --- Subject To Criminal Prosecution ELEVATION GENERAL NOTES HOUSE NUMf5ER OR APPRE55 T f�E POSTED ANP PLAINLY V1515LE FROM S TREET - FRONTING STRUCTURE GONTP.AGTOR TO CHECK AND VERIFY SOIL AND SLOPE CONPIT IONS PRIOR TO CONSTRUCTION CRANE DESIGN SMALL. f5E NOTIFIEP OF ANY CHANGE DUE TO CONDIT ON SITE!! 7 0UNPAT I ON GENERAL_ NOTE * ALL ff 6UNPATION F LOOR J015T TO f5E @ FOUNPATION VENTILATION 16 "X6" SCREENED FOUNDATION VENTS = 96 Sq IN. 0 I7 *- 4 f4_4 IN 2 *I.2 OZ5 IN' /9( 0_�7 S Ri=q'D PROVIDE ( II ) 14 "x6" VENTS 16"X6" SCREENED FOUNDATION VENTS = 96 SQ IN. N A FT *- O L = N A IN 1 *12 N A IN /" N A VEN RE6 P PROVIDE ( N /A) 16 "x8" VENr5 * I�RIPGIN NOT TO EXCEED 5' ---4" O.G. * ANC IH6F, DOLT WA:6MEf Z5 SMALL f5E 3" x3 x I /4" * AN611OR 156LTS SMALL EXTENP 3 /A-" MIN. ASV. PAL. OR SINGLE MLVSILLS FOR WA6HERS & NUTS. * ALL INTERN P05T5 @ CRAWL SPACE SMALL HAVE P05ITIVE TOP & f5OTTOM CONNECTION. * ALL FOOTINGS @ PERIMETER OF FOUNDATION SHALL f5E f5A6KI*ILLEP. (U.N.O.) * CRAWL SPACE TO HAVE 15"x2-4" MIN_ DRAWL SPACE ACCESS. * CRAWL SPADE& CONCRETE SLAf5 @ f5ASEMENT TO HAVE 6 MIL. SLACK V16QUEEN VAPOR f5ARRIER. * �UIL I?ER /CONTRACTOR TO VERIFY FURN. & DOOR KNOCKOUTS PRIOR TO CONSTRUCTION. * ANY FOUNDATION OPENINGS TO 15E MIN_ 5" AWAY FROM ANY Ma P6 WN. * MIN. CLEARANCE FROM SOIL TO JOIST TO �E IS", 12" FROM SEAM. ROOff PLAN GENERAL_ NQTD5 ff L00R PLAN (�) * SHALL CARRY MANt F. STAMP & f;E INSTALLED & BRACED TO MANLF. SPECS eE.NERAL_ NOTE5 APPROVAL OF ENGINEERING CALLS. * SHALL HAVE DESIGN DETAILS & PRAWINOS ON SITE FOR FIELD INSPECTION. * ALL BEAMS & HEADERS TO M 6 X 6' OR BETTER U-IO. LIVING AREA MAIN FLOOR: 1 ` Fr. TOTAL- 2221 FT. UPPER FLOOR: NI � ' Fr. UNFIN1SHW: N/A Fr. LONER FLOOR: 891 ' Fr. I GARAGE: 45 I`r_ * ALL REAPERS TO ff: 6x8 PF # (2x(v STLP WALLS) (U.N .O.) OR 4 x 10 PF #2 (2 x4 5TUD WALLS) (U.N.0) * ALL EXTERIOR & G ARAGE WARM WALLS TO M 2x6 STLPS.(U.N.0) * CONTRACTOR SHALL CHECK ANP VERIFY ALL PIMEN6ION5 N/.A—.. Sq, IN. x 1.2 = ..N,LA_ _SQ. IN_ REQ. PRIOR TO CONSTRUCTION- * SEE SHEETS 5–i THROL6fl 6 FOR CONSTRUCTION AND NAILING SPECIFICATIONS_ * * GUTTERS & PQWN SPOUTS TO $E PROVIPEP AS REq. f5Y COPE. ALL DOLTS MUST EXTEND 3 /k" MIN, A$OVE P0A5LE OR 51NOLE MUD SILLS FOR WASHERS ANP NUTS. * EKTF'IOR DOORS TO HAVE MAX. 7 - V4 STEP WITH MIN. 36 XO PEEP L.ANPING * * PROVIDE FIRE STOPS @ ALL CONCEALED DP•AFT OPENINGS ALL SHOWER ENCLOSURE PR. TO OPEN OUT, 1F NOT SLIPING, TO ICE SAFETY GLASS. * PROVIPE 6x POST OR 6" GONG. CURS TO PROTECT HOT WATER HEATER & FURNACE FROM VEHICLES_ * 45" MIN. LAP SPLICE @ PAL.. TOP PLATE. * SMOKE DETECTORS TO M 1NSTALLEO IN ALL SLEEPING ROOMS & AT A POINT CENTRALLY LOCATEP IN A HALL OR AREA X0 PROVVINO ACCESS TO A SLEEPING ROOM ALONG WITH DETEC 60 64R. FT. CENTRALLY LOCATEP ON ALL_ FLOORS, HOT WIRED & INTERCONNECTED W/ f5ATTERY 15ACK -UP. * ELEC TRICAL OUTLET & LIGHTING LAYOUT PER OWNER * FASTENERS INSTALLED IN PRESERVATIVE TREATED WOOF 4 ' fiHALL f5E HOT - RIPPER GALVANIZER 3 0 SM LOOATION MINM M 15 W.6- KITCHEN FAN (1) I006FM NOTE- BATHROOM FAN (2) 506M 4 0 ID4 --15o GSM maz FAN Wrrl'i 24 HOLR TMAR 6Wrr6H HOT' WIP•J= ANP LNPERLUr POOR FOR AIR PASSAet; rfPV,& ICY FAN (1) O(iFM 12 Sq- 1` r. 100 -150 CFM 1h(t ar- HOUR FAN � 13EDROGMS 235 2221 � 6LAZINC� 6 3 ° 50 FX UPPER FLOOR FRAMING PLAN 30 SQ. FT. GENERAL NOTES I. ALL FLOOR J015T TO f5E 2x10 MF # @ 1 61! 0 4 - 1- 5" f5V UNLE55 NOTED OTHERWISE 2. 50LID BLOCKING NOT TO EXCEED I 0' -0" 0.C- 3- ALL f5EAMS Af5OVE PLATE TO 6 ° (09, HAVE MFG- MTL. MANGERS. (I) 40 Sq. FT. ROOff PLAN GENERAL_ NQTD5 TRUSS NOTD5 * SHALL CARRY MANt F. STAMP & f;E INSTALLED & BRACED TO MANLF. SPECS * TRUSSES WILL NOr WE FIELD ALTERED WITHOUT PRIOR 13LJILDIN6 PIfFr- APPROVAL OF ENGINEERING CALLS. * SHALL HAVE DESIGN DETAILS & PRAWINOS ON SITE FOR FIELD INSPECTION. * ALL BEAMS & HEADERS TO M 6 X 6' OR BETTER U-IO. * PROVIDE SCREENED fLOCKINC� OVER SUPPORTS. * SHAD® AREAS = FRAME OVER * ALL TR1Y5E5 SHALL. M FIELD MEASLF® PRIOR TO ORDERING ATT16 VENTILATION R00 NOTES: 1370 56R. I^ r *IA44 /300 = 657 -6 Sq- IN_ MATERIAL-. COMP_ 657-6 _ SQ. 1 -�J? SCE. IN. REq. PIT 6-12 PROVIDE Sq. IN. +/- LOW FX PROVIDE Sq- IN. +/ fttl „ OVERMANO. 2 2 N Sq. FT. *I.} /300 - NIA IN. OAf�LE ENP 12" N/.A—.. Sq, IN. x 1.2 = ..N,LA_ _SQ. IN_ REQ. PROVIPE N /A Sq. IN- +/- LOW PROVI N/A S q. IN. + /-� 111 h 5 / 4 "X2511 FASCIA: R S CEDAR SEC,-- ION 1 eENERAL NOTES REFER TO f=RAMIN0 PLANS AND 6MEE 51 TMRU 64 FOR TYPICAL CONSTRUCTION ANP PETAILS. WEA THER PROTECTION UNDER ROOF MATERIAL & EXTERIOR 51PING. TYPICAL INSULATION: (UNLE55 OTHERW15E NOTED) CEILING: 9-35 2X12" VAULT: R-- WARM WALLS: R-zI FLOORS: R---30 W I NPOW 66-1IEDULE & OLAZ I N G 0"u"51-m ajas mps & mm'm Dom) SYMf5OL WIDTH NEleff TYPE QTY. WINPOVV(S) AREA SYMf5OL WIDTH HEIGHT I TYPE qTY. WINPOW AREA I 4 0 5 0 FX (1) 20 6q. FT. TOTAL 6LAZIN6 AREA 5Q- �T . ( 2> .4 0 3 XO (2) 28 Sq. FT. 3 5 0 40 X0 ( 60 64R. FT. TOTAL LIVING SPACE 222 5Q. FT. 4 2 O 3 0 SM (I) 6 S q. f=T. 5 4 0 -.-3 X0 (1) 12 Sq- 1` r. 235 2221 � 6LAZINC� 6 3 ° 50 FX (2) 30 SQ. FT. G ° 5" f5V (1) 30 SQ ff 8 6 ° (09, SGP (I) 40 Sq. FT. 9 -5 0 3 O X0 (I) 9 SQ. ff. ffRONT ELEV. I/4 J1 *CONTRACTOR NOTE: All Dimensions Shall 13e Checked And Verified Prior To Construction. To Reorder Plans NOTICE THE DRAWINGS SET FORTH ON ThI5 SET OF BUILDING PLANS AS INSTRUMENTS OF SERVICE, ARE ANP SHALL REMAIN TIME PROPERTY OF CRANE DESIGN, INC- THE PLANS ARE 6OPYR16HTEP MATERIAL ANP THEIR USE I LIMITED TO THE CONSTRUCTION OF ONE 5TRUCTURE WITHIN ONE YEAR OF PURCHASE f5Y THE PURCHASER ONLY FOR A SPECIFIC PUILDING SITE. ANY USE X REUSE OF SAID WILPING PLANS 15 S T 16LTY PROHI15ITED WITHOUT THE WRITTEN PERMISSION OF CRANE DESIGN, INC- VIOLATOR WILL IfE PRO6ff0UTEP IN FEDERAL COURT FOR COPYRIGHT INFRINGEMENT WITH FINES UP TO $100,000VO VIOLATORS WILL PAY ALL ATTORNEY FEES & COURT COSTS. WRITTEN PIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEP DIMENSIONS. CONTRACTOR SHALL CHECK & VERIFY ALL DIMENSIONS AND CONDITIONS PERTAINING TO THE PROXECT PRIOR TO PROCEEDING TO THE CONSTRUCTION PHASE- CRANE DESIGN, INC. MUST �C NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL M RESOLVED f5Y CRANE DESIGN, INC. PRIOR TO PROCEEDING WITH THE WORK OR THE GONTRAGTOR SHALL ACCEPT FULL RESPONSI ILITY FOR COST TO RECTIFY SAME. IN THE EVENT ANY LIA15ILITY IS IMPOSED ON CRANE DESIGN, INC., OUR L1APILITY TO YOU OR ANY THIRD PARTY SHALL NOT EXCEED THE PRICE PAID FOR CRANE. DESIGN'S PROPUCT. 6YM601-5 LEGEND REFER TO SHEET 15--3A FOR ALL NLMPERED REFERNGES. REFER TO WINDOW S(,MEPL .E ON THIS # SHEET FOR ALL N Mf5 E0 REFERENCES �\ REFER TO SHEET r4 (IF PROVIDEP) FOR PANEL NAILING REFERNCE PER PERSCRIPTIVE PATH IF NO ENF INEERING 16 PROVIDED. r r ' j - - ,i. WALL LEGEND 2X(* WALLS 2X4 WALLS REVIEWED FOR CODE COMPLIANCE B anomfg:n MAR 2 9 2006 � o f Tukwila piI ITI.11T mr- ')Tlix nhi INCOMPLETE CITY RECEIVED R # MAR 2 3 2006 CORRECTION PERMIT GEN TI Eh LT R # COPYRIGHT Q 2005 CRANE DESIGN, Inc. 0 to NV 9 Ca w L''C"NO N 'F m 9 L 1 5 i a +� Or VELD �paC�.+�L'..' ao++ aev # L J s��s�+ N ' do oa d U V i. R O h U L N �q, NW7-, a u�cN a iS j a N +• 2 p i VI O 3 0i wL�I?�i3��,��ui ° + � C� u+' mLC.5ccy oowyN0 U - -g u O.N L, V CL°.C5 Lt aeam�a0�� N 6 # NO��pQ) M ^N V 6 0'a NCO a az t' L a�soaic0L a L�f�. Ny 02 OPOdC z W O Q O a U- N Q) 0 Vft LL :m c 1% LU a 10% COVER SHEET EE C1 PLAN NUMBER: 050901 CRANE DE516N,Inc. Reserves All Legal Rights To Material On This Sheet — Subject To Criminal Prosecution REAR ELEV. V� Iffil L-i nl_i I LEFT ELEVATION- 11-4 ° R I OffF ELEVATION a i IMNEY T O ICE A$OVE ANY ROOF WITHIN B it (ryp•) ffRoNr ELEV 13 REVIEWED FOR CODE COMP LIANCE Bona orn MAR 2 9 2006 it ci ty Of TukwiCW j 9 1ilr � � °��' 3 -e ��' 1 Ixld' RS. GEPAR 1 =AS61A OWNERS GHOIGE SIDING /4x4' CORNER & WINDOW TRIM ° CaN> N V s —C +, N- T y�41 ai ud Lot . L 9L 3 W ,L OLD O i 1 L 01 N 0 L 3 L Q aC 0_Q UI d 4- L' LL In d� U C+'5 L �a tl N U .00 U -CVV .so N t, 75 6++d0 4 - .�a 41y C. C� £Lc� C L O !k q,aNV N3 >CC a o Cs £ s 41 -C N ua °t' d V L C M n0 p UQ L �£OL CNl 7 N Ems,, M{a LB O L N d.pW N L Oa�N O mi p. Cw I- d 6 d = 0, NLjdO U L L1 aN N Nr N u a as . d 6 C raO C)2 7,aw b N d C 4 #NO = 1A L6a- (,. i+1AO U O s �7F dNV 0 Ic L+ a F N Ot 00 n L O.0 WL) U o D U- 10% DRAWN: ELEV. RECEIVED CITY OF TUKWILA MAR 2 3 2006 PERMIT CENTEh SHEET 1 OF PLAN NUMBER: 050901 *GONT ,A6TGR NOTE; Al I Dimensions Sha I I f5e Checked And Ver i f led Prior To Construction. To Reorder Plans GOP`(fZiatiT O 2005 CRANE DESIGN Inc. CRANE VESION,Inc. Reserves All Legal Rights To Material On This Sheet —Subject To Criminal Prosecution PT Zxb" DK JSTS I (b "o.c. RUN PACK MIN IO' —d" INTO STRUCTURE & NAIL TO �Zxld' W /I (ad @I2 o.c. STAGGERED 2ND FLOOR FRAMING I/4 r N I NOTE. --SEE FASTENER 66HEDLLE ON SHEET 53 -A OR TAf5LE FOR f5RA EP WALL PANEL CONNECTIONS TO FRAMING. —FOR SILL ANCHORAGE TO FOUNDATION SEE DETAILS REFERRED TO ON FOUNDATION PLAT` —FLOOR JOISTS PARALLEL TO THE TOP PLATE ON AN INTERIOR BRACED WALL PANEL 6HAL. f5E TOE NAILER TO THE TOP PLATE WITH AT LEAST Sd NAILS SPACED A MAXIMUM OF (o INCHES ON CENTEK —TOP PLATE LAPS AT INTERIOR TRACED WALL PANELS SMALL f5E FACE NAILED WITH AT LEAST EIGHT l (od NAILS ON EA6 SIDE OF THE SPLICE. -- PROVIDE f5L06KING UNDER INTERIOR f5RA6ED WALL PANELS RUNNING PERPENDICULAR TO FLOOR J015T5. — PROVIDE DOJ�Llf J015T5 UNDER INTERIOR NRAGEP WALL PANELS RUNNING PARALLEL T O FLoOR J015T6. YWOOD TO EXTEND R TOP PLATE. TO SWAY UP TRU55 TOM CHORD —TYP REV IEVVED F COIDECOMPLI i®noewc r �... _..�F C E, F a d ai L a 8 N VT. S a d in Ln + ° iLo NLo d d4 0 N�L6 N i �+ - d O L 06 +' t a 15 w F a L,a C ;Lp+' 6a; �4 �1HVWp, . rot 0 L U 04 C rS y-1 CL S Q , 0.r. E C+ a+ L U a U0.1 p+' d to O C gi 01 E 0 L a, Q "�L o O�iI N p L ° D' G L C 41 c —� mSH-.2w ��=a L 0. U u 0 ')A N41—N a a s L N a - e N cotiaae + LLd.0 Utq �p 1170 T mb.mm0a L N Nm C 01i a+ 0 ,knu y Uy p 82:15C L y s b (-C i I L OS L O NNO9000OaCWUU 0 U. LO r) N 4D � L� yi Z a CC cc DATE: REV.: 10 /0 5 FLOOR FRAMING CITY RECEIVED MAR 2 3 zoos € CENTEil SHEET" 4 OF 7 PLAN NUMBER: 050901 *CONTRACTOR NOTE. A I I P imens i ons Sho I I f5e Checked And Ver i f i ed Pr i or To Gonst ruct i on. To Reorder Plans I(W,90 4S -5.41 C.OPYRr -;mT © 2005 CRANE DESIGN Inc. W /(3)I/ d @ EA611 STOP. Id „ -V 1- —� CRANE DE51C -N, Inc. Reserves All Legal Rights To Material On This Sheet — Subject To Criminal Prosecution — — — — — — — — — — — — — I ❑o GONG - PATI all on ROOF PLAN I /� IZ xis" THr\NO EpeE w /C,fVo( AN6HOR @ POSTS REAR FOR61fi OPTION I ROOF PLAN 11-4 )] REAR FOR(.. OPTION REVIEWED FOR CODE COMPLIANCE MAR 2 9 2008 City Of Tukwila +& qTP rNT41 -- "-ten 97ff-Te-1 ). Nam= 0) Oa tl � Hs Ns H N U C"E"NQy 0 d 0 7 E roman+ E:p�ta w w . >x Lo � p a >x � L p +• s mt'# -" f d L µ y W a N O 'w, d �U y L ;R 6 N U mw 1 5 P V) Vi p4 C 4 *4' . 4- N.pa a 0 mi�+p{L..pV 2:p 7y vi � n N p L U o.N G C C m '�C 0 L f : 0 p 0'a g 0 a u o N 4 i O'f'C V t.r I y A C, UL �Cpp�� o Pµ myE N-Y "OpLN i+ vi 81 UL2 2 p '$A N� N H U m 6 i a 0 N ' et� fly 6 L iR m �c�+' r #QL d - am� 4 U , cm+> m a ns a na u aW6oa m�%AC0)L mL�L WOpt•`D0� W �VI OS O Q Wa C C N[ I f � W � t 19 CO CO I ''rter L4 I 4 I I ------ -_--_- - -J Q C __________- on ROOF PLAN I /� IZ xis" THr\NO EpeE w /C,fVo( AN6HOR @ POSTS REAR FOR61fi OPTION I ROOF PLAN 11-4 )] REAR FOR(.. OPTION REVIEWED FOR CODE COMPLIANCE MAR 2 9 2008 City Of Tukwila +& qTP rNT41 -- "-ten 97ff-Te-1 ). Nam= 0) Oa tl � Hs Ns H N U C"E"NQy 0 d 0 7 E roman+ E:p�ta w w . >x Lo � p a >x � L p +• s mt'# -" f d L µ y W a N O 'w, d �U y L ;R 6 N U mw 1 5 P V) Vi p4 C 4 *4' . 4- N.pa a 0 mi�+p{L..pV 2:p 7y vi � n N p L U o.N G C C m '�C 0 L f : 0 p 0'a g 0 a u o N 4 i O'f'C V t.r I y A C, UL �Cpp�� o Pµ myE N-Y "OpLN i+ vi 81 UL2 2 p '$A N� N H U m 6 i a 0 N ' et� fly 6 L iR m �c�+' r #QL d - am� 4 U , cm+> m a ns a na u aW6oa m�%AC0)L mL�L WOpt•`D0� W �VI OS O Q Wa C C N[ I f � W � t 19 CO CO Z ''rter L4 0 4 C4 Q C �C REAR ELEV. R101 ELEVATION I/"4 RECEIVED CITY OF TUKWILA MAR 2 3 2008 PERMIT CENVTEh �O/05 DRAWN: E Jf OPTIONS 7A X PLAN NUMBER: 050901 *GONTRAC.TOR NOTE: Al I Pimens i ons 5ha I I 15e Checked And Ver i f led Prior To Construction. To Reorder Plans GOPYRIefT 0 2005 CRANE DESIGN, Inc. REAR FOR6-fl OPTION #I CRANE PES16N, Inc. Reserves All Legal Rights To Material /On This Sheet -- Subject To Cr imi na I Prosecution 12„x12., TtlKNP EPOE w /GNa( AN6HOR @ POSTS I I I I I I I I I I I I I I I I I I I I I I ti I 5- al I I I I I I I I I ------ - - --- i I I I I 1 1 f I I I I GANG. I I PAT I I I I i 1 •r• I I • I I • I I I I I i I I I •s • I i - ------ -- - --- __. - - - - - -- - - ---- IJ am I I 0 b r I 41 15" �0 GONG P AP W /Gf5�G AN(,HOR (TYP) Rom PLAN REAR PORGh OPTION #2- REAR ff-LEV I /� 11 J REAR FOROhl OPTION ROIT ELEVATION I/4 ji REVIEWED FOR CODE COMPLIANCE MA 2 9 ,3 —To = A CITYO T MAR 2 3 2006 PERMIT CENTE11 ° tliy .>2 H N u £ £ s� N a c'£"NLE mod OJea �sn N 4. "5 I �L LLU -F � co Nd +'C7�n�'i0 LL0 NCQ °m d e4 ass �� L +• ;O yV U£•�h' =L3p6a U M ° L N L� N d 3 M ma - 02(3 0 CLU O� £ C C y S � 0.CS LS £ kh Ua 4. d3Q.a£�{a L"nL W � 04, -E a O L N �. {? 4- Nma {a N VL�d�L O. C3 C3 ' °' N V u $ V i d QU aN Ni Nr N a d c�oco a Ry,m. 6 C N 4• � N O m N L d= L CJ d Cj) C6 � L Ea d .� t,l y� No C H a Om U L em U S 0 6 L N N W Lu£ N L aL 04- LC Jrnos0000Ooc. a� ° u 0 LL a) to CIO TAft WA WN LLI 4 �. CC M ® DATE: REV.: la /05 DRAWN: C�J OPTIONS SHEET OF 7 B 7 PLAN NUMBER: 050901 TOR NOTE: A I I P imens i ons Sha I I f5e Checked And Ver i f i ed Pr 1 or To Const ruct 1 on. To Reorder Plans GGPYRIeff 0 2005 CRANE DESIGN Inc. ROOff PLAN I /4" REAR POROtl OPTION ffZ CRANE PF - 516N, Inc. Reserves Al I Legal Rights To Material Ob This Sheet -- Subject To Criminal Prosecution ffOUNPA PLAN REAR FOR(,-h OPTION 12 X V THKNP EP&E WIC,Np( AN6NOP, Q POSTS REAR POR6 OFT #3 N�0 s N s a +'� Nom N O d E 3 5 � a Nµ E � m g c a -- £ u ihs�{da L�Vaa}+i N p Q k , >xf LW U �O-p C C y 3 6 a NCO¢ # L d, � i.fi d L O)� -a4, :5 ; O aU U Cis L #R O N U N Q 0 7 3 * r d C N Y O :'sPZd -F'5O T C O L — t ya # C C a d i tl oa �c 0 ° £ °tle��vr� N ± a p+ a w O a EK+d,�'is' ma p dpp V L� H O.d o N L L N a a N {+ C 0 .3 is u + 1 0 1 4 5. N L ++ U L m"U Cp£ CL-,C,, 4, U U U L C a N.,. In �..� O in a i 16a +' y m $ c p - f 0V N n � a tl 01 47 d dp y d 4 ++ i bo OCn o ro��oaLm�o d'. L NC] �1 � C # O d C F1Ao.caoa 0 LL REV.: DRAWN: �� OPTIONS REAR ELEV. R I afl ELEVATION 11-4 � j r -- I x 1 ROOF PLAN I /� CIREC = tjILA MAR 2 3 2006 PERMIT CENTER ` REVIEYYED �=� - I C ODE MAC' 2 L7 OF PLAN NUMBER: 050901 *6a\nRAGT4R NOTE: AI l Dimensions 5haI 115e Checked And Verified Prior To 6onstruction. To Reorder Plans I(e -5421 6opygieltlT ® 2005 CRANE DESIGN Inc. REAR POR61 OPTION 0) CRANE DESIGN, Inc. Reserves All Leeal Rights To Material On This Sheet - Subject To Criminal Prosecution MIN. - 1116" A.P.A. RATED RIM JOIST 2x6 STUDS SHEATHING 3/4" T4G PLY. BHT. OR D.S.B. S trod 12' O.C. }z -30 GATT INS. 16 6 S" D.C. FLOOR JOIST PER PLAN 106 6' O.C. MAX, (IF PLAN iS ENGINEERED, 106 4" O.C. ENGINEERING INFO TO SUPERCEDE.) Sd ro' D.G. EACH 1/2" DiA, x 10' A.B. W/ 1/4" X 3" X 3" 86 4' D.G. MAX. (3 ROWS) WASHER 'a 6' - O" MAX. O.C.4 BOLT (3 ROWS) SHALL BE NOT LESS THAN I BOLT WHERE BRICK 4" PERF. DRN. TiLE DIAMETERS (3 -1/2') FROM CORNER VEN. - PROVIDE SET IN GRAVEL ENDS OF MO RE ACH iND ViD AL THE S" LiP 6" UND FOUNDATION SILL PLATE, MIN. JOIST GRADE - f" EMBEDMENT GRADE co 2xro' P.T. MUD SILL 1 44 CONT RE =AR FORE A X Z 14" OF STEMWALL Z .6 MiL. VISQUEEN @ V APOR BARRiER(BLACK) D 12" CLEAR BEAM TO EARTH o" / 18' CLEAR BOTTOM OF JOIST o fl'N o 3 MIN TO EARTH o 0 C) � o 0 O p 0 o c7 �° USE #4 D 1,4. f VERT.) 2 - #4 CDNT. REBAR # REBAR � 18' O.G. 3 ° �' 3' 4 CDNT REBAR 12' fi�'f='. ONE 5T0 �' FOUNDATION 16 " O.G. (VERT,) 411 8" 4" i ro " -RIM JOIST 3/4" T4G P LY. SHIT. OR 0.513. R -30 INS. -FLOOR JOIST PER PLAN (IF PLAN IS ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) 5/8" D 1,4. x 10" A.B. W/ 1 %" X 3" X 3" WASHER Q 4' -0" MAX. 4 BOLT S HALL BE NOT LESS THAN - i BOLT DIAMETERS (4 - 3/8n) FROM CORNER 4 NOT MORE THAN - 12' FROM THE ENDS OF EA C H INDIVID FOUNDATION SiLL PLATE, MIN. - 1" EMBEDMENT 2x6" P.T. MUDSILL Z -(1) - #4 CONT. REBAR FOR EA. 10" OF STEM WALL cq - .ro MiL. VISQUEEN VAPOR BARRIER ( BLA C K) - " MIN. 2 - #4 CONT. REBAR 7*�fi=. TWO STOfR�'� FOUNDATION 2x4 STUDS e 16" D.G. Nis (IF PLAN IS ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) 2x4" P.T. MUDeILL W/ 1/2" DIA. x 10" A.B. W/ 1 %" x 3" X 3" WASHER 6 6' -O' c.a. 4 BOLT SHALL BE NOT LESS THAN - I BOLT DIAMETERS f3 - 1/2 ") FROM CORNER 4 NO MORE THAN 12" FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SiLL PLATE, 4 MIN. `' EMBEDMENT W - #4 CONT. FOR EA. 14" OF WALL 4' CONC. SLAB OVER 4' GRAVEL _ FiLL W/ 6x(o W2.1 x W2.1 W.W.M. iN SLAB. GRADE z I - 'i• , : • -.. . 11 4 VERT. REBAR 6 18" C.C. 3 n 6n 3" 12' 3" MIN. (2)- #4 CONT. REBAR DOOR FRONTS WITH NOT LESS THAN (2) 518 x 10' A.5. PL 6 SHEAR WALL OVER 2' WiDE T`"P. GAFAeE FOUNDATION SAND RA i L,5 1. PANDRAiL.5 SHOULD NOT PROJECT t*IORE THAN 3 1/2" INTO THE RE=IRED STAiR WIDTH 4 5P OULD WAV A SPACE OF NOT LE55 THAN 1 1/2" BETWEEN THE WALL 4 THE PANDRAiL. 2. THE PANDCzRIf =' PORTION OF HIANDRAILS SHIOULD NOT BE LESS TPAN 1 1/4" OR MORE THAN 2" IN CR055 S ECTIONAL. D iMENSION. 3. HIANDRAiLS SHOULD HAVE TH IER ENDS RETURNED OR 5HIDULD TERMINATE iN N EWEL_ POSTS OR SAFET'r TERMINALS. FIRE 5LOCKING I. PROVIDE FiRE BLOCKING iN CONCEALED SPACES BETWEEN STAiR STRINGERS AT THE TOP 4 BOTTOM OF THE RUN 4 BETWEEN STUDS AL 4 iN LI WITH THE RUN OF THE 5TAIR5 iF THE WALL CINDER THE 5TAIR5 i5 UNFiNISHIED. FLOOR LINE CLG. L HAND' " ii OR RAIL i1 Z x m � _1 2xi2 STRINGERS NOT TO EXCEED 24" O.G. 5/8' TYPE "X" G.W.B. OR (2) LAYERS 5/8' TYPE r 'X" G.W B. IF STRINGER SPACING iS MORE THAN fro' o.c. (TAPE 4 FINISH) CLOSET OR STORAGE BELOW STAIR <ICK PLATE FLOOR JOiST MAiN FLOOR LINE f1Y 0- ATTIC VENTILATION 1/150 OR 1/300 OF SPACE - SEE PLANS FOR ROOFING CONST. SEE FRAMING PLAN 4 ELEVATION W/ MIN. 1116' APA RATED SHEATHING UNO W/ 5' -0" PANEL LENGTH PLACED PERP. TO DIRECTION OF FRAMING AND ALTERNATE PANEL END JOINTS BY HALF PANEL LENGTH NAILED a6 gal 6'c.c PERIMETER 4 ALL SUPPORTED PANEL EDGES 12'c.c. 0 FiELD TYPICAL UNO W/15# FELT ABOVE - TYPICAL UNO. FOAM AIR BAFFEL 1' SPACE TO EXTEND MiN. 12' ABOVE INSULATION. SIMPSON H1 HURRICANE TIES 6 2' -0' c.c. 2x BiRD BLOCKS W/ SCREEN TOE NAIL W/ ( 2) 16d E.A. END TO TRUSS OR RAFTER TYP. 4 PROVIDE CDNT. ROW OF ROOF SHEATHING NAILING 'a 6 "o.c. MAX. ATTIC INSULATION NOTE: R -38 lx8 R.S. CEDAR FASCIA W/ CONT. OPENINGS BETWEEN iLiNGS SHALL W/ EOUIV. R -VALUE BE LESS THAN 4 ". E TRIANGULAR /� �z- _ p PT 2X6" PLA W/ a/8' D 4 LQ L L o C N i � OPENINGS FORM BY THE RISER, CLEARANCE NOT TREAD, 4 BOTT ELEMENT OF A AVAIL. FOR BATT.) GUARDRAIL e STAIR SHALL BE LESS HEADER PER PLAN THAN ". WINDOW - PER PLAN MIN. 23/32' T4G UN - 12' FROM THE ENDS OF E i -P"° o. o s'* N 0 °L DERLAYMENT, U.N.O. - EXT. WARM WALLS - 2x6 STUDS 6 16'o.c. Q OVER R -21 BATT INSUL. W/ VAPOR BARRIER W/ (10D 6 6" O.C. EDGES MIN. 1 11ro' APA RATED SHEATHING (SEE PLAN FOR 4 BLOCKING, 10' O.G. NAILING 4 SIDING) INSTALL BUILDING PAPER OR FiELD - TYP.) I.D. 32116 FELT BETWEEN SIDING 4 WALL SHEATHING TYPICAL. R -30 BATT INS. W/ V.B.. ALL EXTERIOR WALLS. 2x BOTTOM PLATE w 2x RiM JOIST P.T. 2x SILL PLATE a .. dymcao°'a— p�yoae • a!�s Ldt�ON —00 SEE 1 /61 FOR TYPICAL FOUNDATION NOTES Z a PER PLAN z NOTES: 1. ALL EXTERIOR WALLS TO BE CONSTRUCTED iN ACCORDANCE W/ THE MIN. PROVISIONS PER rL � IO U MIN ' FURTHER ON SHEET 53. _1 2xi2 STRINGERS NOT TO EXCEED 24" O.G. 5/8' TYPE "X" G.W.B. OR (2) LAYERS 5/8' TYPE r 'X" G.W B. IF STRINGER SPACING iS MORE THAN fro' o.c. (TAPE 4 FINISH) CLOSET OR STORAGE BELOW STAIR <ICK PLATE FLOOR JOiST MAiN FLOOR LINE f1Y 0- ATTIC VENTILATION 1/150 OR 1/300 OF SPACE - SEE PLANS FOR ROOFING CONST. SEE FRAMING PLAN 4 ELEVATION W/ MIN. 1116' APA RATED SHEATHING UNO W/ 5' -0" PANEL LENGTH PLACED PERP. TO DIRECTION OF FRAMING AND ALTERNATE PANEL END JOINTS BY HALF PANEL LENGTH NAILED a6 gal 6'c.c PERIMETER 4 ALL SUPPORTED PANEL EDGES 12'c.c. 0 FiELD TYPICAL UNO W/15# FELT ABOVE - TYPICAL UNO. FOAM AIR BAFFEL 1' SPACE TO EXTEND MiN. 12' ABOVE INSULATION. SIMPSON H1 HURRICANE TIES 6 2' -0' c.c. 2x BiRD BLOCKS W/ SCREEN TOE NAIL W/ ( 2) 16d E.A. END TO TRUSS OR RAFTER TYP. 4 PROVIDE CDNT. ROW OF ROOF SHEATHING NAILING 'a 6 "o.c. MAX. ATTIC INSULATION a ' 4 - N y W 7 7 m A N R -38 lx8 R.S. CEDAR FASCIA W/ CONT. ( THERMAX INSUL. MTL. GUTTER W/ EOUIV. R -VALUE N = = N-5 ENGINEERING INFO TO SUPERCEDE.) L N L 7 C� �, L u m +'d41 {a Dl o-Ci L L UN TO BE USED IN /� �z- _ p PT 2X6" PLA W/ a/8' D 4 LQ L L o C N i � ATTICS WHERE DBL. TOP PLATE CLEARANCE NOT O.H. PER PLAN AVAIL. FOR BATT.) BE NOT LESS THAN "I BOLT N f+ � °_ L 0L) C+' , 1/2" GWB (TYP.) HEADER PER PLAN WINDOW - PER PLAN MIN. 23/32' T4G UN - 12' FROM THE ENDS OF E i -P"° o. o s'* N 0 °L DERLAYMENT, U.N.O. - EXT. WARM WALLS - 2x6 STUDS 6 16'o.c. GLUE 4 NAILING OVER R -21 BATT INSUL. W/ VAPOR BARRIER W/ (10D 6 6" O.C. EDGES MIN. 1 11ro' APA RATED SHEATHING (SEE PLAN FOR 4 BLOCKING, 10' O.G. NAILING 4 SIDING) INSTALL BUILDING PAPER OR FiELD - TYP.) I.D. 32116 FELT BETWEEN SIDING 4 WALL SHEATHING TYPICAL. R -30 BATT INS. W/ V.B.. ALL EXTERIOR WALLS. 2x BOTTOM PLATE 2x RiM JOIST P.T. 2x SILL PLATE a .. dymcao°'a— p�yoae • a!�s Ldt�ON —00 SEE 1 /61 FOR TYPICAL FOUNDATION NOTES FLOOR JOIST a PER PLAN NOTES: 1. ALL EXTERIOR WALLS TO BE CONSTRUCTED iN ACCORDANCE W/ THE MIN. PROVISIONS PER 24' MiN. (EXTRUDED 2003 IBC UNO ON THE PLANS 4 AS SPECIFIED ' FURTHER ON SHEET 53. 2. INTERIOR WALLS TO BE 2x4 CONSTRUCTION TYPICAL EXCEPT Q PLUMBING 4 GARAGE SEPARATION 7�P, WALL 5 C7 (0N ,5TAIF,,5ECTION FLOOR J015T z r DBL. JOIST r LEDGER z �I (L 1� REVIEWED FOR #4 VERT. la 16 "o.c. W/ C COMPLIANCE ALT. HOOKS Annoettocn 2 - 0 4 CONT. REBAR MAR 2 9 7006 .�. city 0f lutwlei R -30 BATT INSULATION OR INSUL. PER SUBMITTAL SUPPORT BEAM PER PLAN USE ST22 HORIZ. 'a 8M. TO BM. SPICE. 2x6 " CLEAT (EA. SiDE) OR 5IMP50N MTL TIE (PC, TYPE) 4x6' SUPPORT POST PRESSURE TREATED OR ELEVATED MIN. S" AB V. EARTH #30 FELT POST BASE TYPE ANCHOR GRADE CONC. FIER -PER PLAN . 6 MIL V15QUEEN (BL ONLY) T`Y'F, POST 4 5 DETAIL STEM WALL GRAD Z c0 411 S 4 " #4 REBAR - HORiZ. e 10 O.G. 16 „ � *4 REBAR S 16'o.c. (2) - #4 REBAR CONTINUOUS 3 (IF PLAN IS ENGINEERED, ENGINEERING INFO TO SUPERGEDE.) 2x&' P.T. MUD51LL W/ 5/8' D IA. 4'-0" O.G. W/ 1 %.' X3" X 3" WASHER) 4 BOLT SHALL BE NOT LESS THAN - f BOLT DIAMETERS (4 -3/5') FROM CORNER AND NOT MORE THAN 12' FROM THE ENDS OF EAC+" INDIVIDUAL FOUNDATION SILL PLATE MIN. - f" EMBEDMENT (1) #4 CONT. FOR EACH 10' OF WALL THERi"iAL BREAK 4' CONC. SLAB OVER 4" GRAVEL FILL W/ 6x6 - W2.1 x W2.1 W.Wl' i. IN SLAB c� Z 8 24' co V R - 10 RiGID INS, 6 PERIMETER .4 lra" TYP.BASEMENTSLAB CITY OF TUKKW1Lq MAR 2 3 2006 PERMIT CENTEh ON !`J i u � I �l » a -tr ,. Ln cn = i[3 ti o c� Nrn�= 00 C.) > 05 o ,! CV Q N � o az o L� DATE: REV.: 2003 N.B.C. SHEET �OF IZi�11I N11,7i1 - 34 ©COPYRICNT 2002 CRANE DESIGN INC. CONTRACTOR NOTE: All Dimensfons Shall Be Checked And Verified Prior To Construction. To Reorder Plans 1f87�Xo�2 -3�`i5 a ' 4 - N y W 7 7 m A N p N NUL C d (1F PLAN IS ENGINEERED, 3 �N N0. £� o Q" N = = N-5 ENGINEERING INFO TO SUPERCEDE.) L N L 7 C� �, L u m +'d41 {a Dl o-Ci L L UN /� �z- _ p PT 2X6" PLA W/ a/8' D 4 LQ L L o C N i � n " D L �.( N L A O A NCHOR BOLTS f 1 % >C3 X3 a L '2 �v�rN u WASHER) 4 BOLT SHALL o �TL BE NOT LESS THAN "I BOLT N f+ � °_ L 0L) C+' , z L ac c, +. ss 3f DIAMETERS (4-3/0") FROM r wa—c� °, pN- CORNER AND NOT MORE THAN ° a� ° `° 15 15 12' FROM THE ENDS OF E i -P"° o. o s'* N 0 °L L INDIVIDUAL FOUNDATION SILL °�'a�i =�°�° PLATE, MIN. - 1" EMBEDMENT N LVO� 3 a*'NO N rnia `= u a `. ` d d y N U d p V 4 I L U 4" GONG. S L AB OVEN? ` and 4" COMPACTED FiLL W/ a N N} �� H u d-°L0 C O� =NLmC'y b x6 - W2.1 x W2.1 W.W.M. iN SLAB. W ° , • ' ".. s Ntl ' '2 of � diC� UNap Ula a .. dymcao°'a— p�yoae • a!�s Ldt�ON —00 n+p dNUU�U4 3CY •, a S NR- w"c4 L £ L O.0 L 0 H N os a s 0.3 11 r_ NU u �_ 2" RiGiD INSULATION (R -10) 24' MiN. (EXTRUDED POLYSTYRENE) 411 S 4 " #4 REBAR - HORiZ. e 10 O.G. 16 „ � *4 REBAR S 16'o.c. (2) - #4 REBAR CONTINUOUS 3 (IF PLAN IS ENGINEERED, ENGINEERING INFO TO SUPERGEDE.) 2x&' P.T. MUD51LL W/ 5/8' D IA. 4'-0" O.G. W/ 1 %.' X3" X 3" WASHER) 4 BOLT SHALL BE NOT LESS THAN - f BOLT DIAMETERS (4 -3/5') FROM CORNER AND NOT MORE THAN 12' FROM THE ENDS OF EAC+" INDIVIDUAL FOUNDATION SILL PLATE MIN. - f" EMBEDMENT (1) #4 CONT. FOR EACH 10' OF WALL THERi"iAL BREAK 4' CONC. SLAB OVER 4" GRAVEL FILL W/ 6x6 - W2.1 x W2.1 W.Wl' i. IN SLAB c� Z 8 24' co V R - 10 RiGID INS, 6 PERIMETER .4 lra" TYP.BASEMENTSLAB CITY OF TUKKW1Lq MAR 2 3 2006 PERMIT CENTEh ON !`J i u � I �l » a -tr ,. Ln cn = i[3 ti o c� Nrn�= 00 C.) > 05 o ,! CV Q N � o az o L� DATE: REV.: 2003 N.B.C. SHEET �OF IZi�11I N11,7i1 - 34 ©COPYRICNT 2002 CRANE DESIGN INC. CONTRACTOR NOTE: All Dimensfons Shall Be Checked And Verified Prior To Construction. To Reorder Plans 1f87�Xo�2 -3�`i5 CRANE DE5iGN, Inc. Reserves All Legal Rights To Material On This Sheet - 5ub,ject To Criminal Prosecution TOP PLATES 1=1 IN v � ° C, EN 15" (MAY" VARY" - SEE PLANS) MIN. - 1116" APA RATED SHEATHING U.N.O. W/ TYVEIC, 30# FELT OR SiM. APPROVED VAPOR BARRIER OVER. 2x6 STUD WALL SOLE PLATE NAILED W/ 16d e 8" O.C. - STAGGERED, PROVIDE BLOCKING RIM JOIST RIM 4 FLOOR JOISTS AS PER PLAN PLY. SPLICE SHOULD BREAK ON COMMON MEMBER Sd 6 4" O.C. e SOLE PLATE, RIM JOIST 4 TOP PLATE DBL TOP PLATES 2x6 STUD WALL BATT INSULATION (TYP.) (iF PLAN IS ENGINEERED, ENGINEERING INFO SHALL SUPERCEDE) E /S' x 10 A.B. a 36 " O.G. W/ t 4 ' x S' x 5' WAS (BOLT SHALL BE NOT LESS THAN 7 BOLT DIAMETERS (4 -3/8 ") FROM CORNER, AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE 2x6 P.T. D.F. MUDeILL Sd 6 8" O.C. GRADE #4 REBAR CONT. HORiZ. a 10'o.c. #4 VERT. ,@ 16 "o.c 2x6 FURRED WALL OR 2 X 4' STUDS W/ 2' AIR GAP BETWEEN STUDS 4 GONG. R -21 INSUL. 4' CONC__ SLAB W/ 6x6 - W2.1 x W2.1 W.W.M. ON 4" GRAVEL FiLL. THERMAL BREAK R -10 RIGID INSULATION 2 - 41 4 DIA. CONT. 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. FOUNDATION / fP,,ET41N(NCx WALL (18" TO 4' -0' HIGH W/ PONY WALL) GARAGE DOOR DRIVEWAY PER CONTRACTOR. CONTINUOUS FOOTING DRAIN 2 0 4 CONT. REBAR 04 1@ 16 " o.c. CONTINUOUS FOOTING PER PLAN T""rF, D R OPENiNG la ENT�� GRADE BEAM AT GA,�A!sE If o I — T 4-11 1 r". V V I `I 1. W 1 NON - 5E AR iNG 5�4E AR WAL PTG_ r CONTINUOUS HEADS 5T6236 g JOINT (PI PER PLAN) COLUMN GAP iz MUL HEADER CONNECTI SEE PLAN FOR SIZE (2) 2x6 ST6236 TIE STRAP: CENTER ON JOINTS NAIL FULLY" 2x6 STUDS -a 16' 0.( A35 CLIPS e BASE TYPICAL MiN. 1116' APA RATI SHEATHING NAILED (EDGES) 4 8' c.c.(F ALL EDGES BL OCK 2x6 SOLE PLATE N, lfod 6 4' ac. STAGC RiM OR FOUNDATiO1 R AS .LION ON .D Sd e 4 ELD) ;ED U.N.O. AILED FRED CRIPPLES NAILED SNUG UP TO POST W/ ]rod e 4' o.c. 5/8' DIA, x 10' AB. , s 48" O.G. - 3 STORY (WHERE PLYWOOD USE 5 16' D 1.4. x 10' BOLT 6 32' O.C. W/ 2x4 P.T. MUDSILL) a v. 15" 2x6 STUDS a 16' O.G. a 3 STORY`, 2x4 a 1 4 2 STORY 4' CONC. SLAB OVER 4' GRAVEL FiLL W/ 6X6- W2.1 x W2.1 W.W.M. IN SLAB 6 MIL. VISQUEEN W/ 1" SAND OVER a LI AREAS 2 - 0 4 DIA. 3' UP 4 2 OR 3' DOWN INTERIOR 5EARING; WALL .. ON 6LA5 4' BRICK VENEER STEEL LEDER - L 6' x 3 1/2' x 5/16' A36 EXTEND 6' BE'Y'OND OPENING TO BEAR ON VENEER 4 1 0' CONC. STEM WALL, FOR 6' -O' OR LESS SPANS CAN USE: L 5'x 3 1/2' x 1/4' 6' MINIMUM DOOR OR WiNDOW OPENING (2) - 11 4 VEFT. TiED W/ 41 2 TiES -a 8 "c.c. W/ ALTERNATE HOOKS P.T. 6x6 POST W/ METAL TIES TO SOLID GROUTED MASONRY w 12'c.c. CORE VERTICAL. \ �- --- -4' x 8" x 2" BRICK #5 GA. WiRE TIES iN BED JOINTS 4 ACCROSS CORE 1w MAX. SPACING OF 1 PER 12' OF DIMENSION IN EACH DIRECTION 4 12'o.c. VERTICAL. GOLUI IN AT ENTR'r 2x6' STUDS NOT TO EXCEED 24' O.C. 2x4' STUDS NOT TO EXCEED 16" O.G. WALL TIES SHALL BE CORROSION RESISTANT, AND IF MADE OF SHEET METAL, SHALL HAVE A MIN. THICKNESS OF 0.0030 iN. (NO. 22 GALVANIZED SHEET GAGE) BY 1/8' OR, IF OF WIRE, SHALL HAVE A MiN. DiA. OF 0.148 IN (NO. 9 B.W. GAGE). WALL TIES SHALL BE SPACED SO AS TO SUPPORT NOT MORE THAN 2 SQ. FT. OF WALL AREA BUT SHALL NOT BE MORE THAN 24' ON CENTER HORIZ. WALL TIES SHALL HAVE A LIP OR HOOK ON THE EXTENDED LEG THAT WiLL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WiFE HAVING A DIA. OF 0.146 iN. (NO. '3 B.W. GAGE) OR EQU I V. THE JOINT REINFORCEMENT SHALL BE CONT. WITH BUTT SPLICES BETWEEN TiES PERMiTTIED. 15# FELT VAPOR B. SHALL BE ,4PPLiED OVER THE SHEATHING. AiR SPACE OF AT LEAST 1' SHALL BE MAINTAINED BETWEEN THE BACKING AND THE VENEER. SPOT BEDDING AT ALL TIES SHALL BE OF CEMENT MORTAR. WOOD JOIST SYSTEM i CRAWL SPACE OR BASEMENT 6' OR 8' - SEE PLANS SECTION DETAiL uAu ;CONTRACTOR NOTE: All Dimensions Shall Se Checked And Verified Prior To Construction. To Reorder Plans 1(5008 -5421 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 e 3" IN FROM EACH END -- ---- E 3 - - - - -- - -- SUPPORT WALL 4 ° -a v VENEER BE'Y'OND a ° ° OPENING SEAL WITH TRIM OR STEEL LEDGER TO REST ON BRiCK IN MORTAR JOINT BRiGC VENEER - ELEVATION ViEW rVIEVED FOR )E COMP LIANCE MAR 2 9 2006 i, UY Of YUKWIla �a 41ri w,TF* a r• 1_" rrf�x^ % / / /.. 5 WEEP HOLES r M MIN. 17" TO 19" CITRECEIVED F UKWILA MAR 2 3 2006 PERMIT CENTEh COPYRIGHT 2002 CRANE DE51GN INC. Wz N E pQI O C L _N D s p N +N+w L g_ C Ntlddo j"j ++ 7. E— U c a o �++ � m 5 " L N O N-1 C H L +' N L 7 W O,w 0c G L L 0 1"Q0.�++, - > or N C �¢ 3arY W`Q i p L�C7� N N O QI Ct3 a 41U U Cars L #q C N U o �� CuI ea� N 6 0 + x + O , OU L+o' ?. + # = C+' g L 3 Co �- w -0Wda7CA, Y d C 32 NCO rIy i+da -r OI, V p� � a00 L ++e-oN+L7EC3° °au� NLycu3� — sln�'�, 2 mL 5" . as� N =u$�i0rLu G C m 0 CD a' T QI N p�4# wOq +d 0) to CD O Syp u p #Ca p 'O 41 S'LC C a+ O + Lam0ae'a— ° m 'u oc1 "O VL Op LQ,N N —CN L Q, L� L NU m 0 U OP 0 0 C S 04 to 4.iEL0.r L0 F N OS; O O am aC NU U (n uj 0 0 a (n uj F 0 gnia �1 o to C* v Nro C �D U (D L L o C6 �N 1• ' ti N �=4 C D C o = r O. •� z R L61 Z � LL' ,: ago cm DATE: REV.: DRAWN: TAe 2003 I.B.C. SHEET b OF PLAN NUMBER: C RANE DE51GN, Inc. Reserves All Legal Rights To Material On This 5heet - 5ub ject To Criminal Prosecution I. CRAWL SPACE VENTILATION, MINIMUM NET AREA, 1 SQ. FT. FOR EACH 150 5Q. FT. OF FLOOR AREA. OPENINGS TO BE PLACED AS CLOSE TO CORNERS AS PRACTICAL (MIN. 8" AWAY FROM ANY HOLD DOWN) AND SHALL PROVIDE CROSS VENTILATION ON AT LEAST TWO OPPOSITE SIDES. 2. CRAWL SPACE, UNOBSTRUCTED ACCESS, MIN. 18 "x24'. 3. ATTIC VENTILATION, 1/150 OF ATTI AREA OR 1/300 IF 1/2 IS IN SOFFIT AND 1/2 IS 3' ABOVE PLATE LINE. 4. ATTIC ACCESS MIN. 22 'x30' WITH MIN. 30' HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE OPENING. 5. IN ROOMS NOT PROVIDED WITH AN OPERABLE WINDOW OF 1.5 SQ.FT. OR GREATER, A MECHANICAL VENTILATION SYSTEM, CAPABLE OF PRO 5 AIL CHANGES PER HOUR, SHALL BE PROVIDED. ro. VENT DRYER, BATH FANS, AND RANGES /OVENS TO THE OUTSIDE. 1. GARAGE AND HOUSE OCCUPANCY SEPARATION MIN. 1 HR. TAPED AND FINISHED. GARAGE AND BASEMENT SUPPORTS TO BE 1 HR. C5 /S' TYPE 'X' OR EQUAL) 5. TILE FOR SHOWER SHALL BE &' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING. 9. ALL WATER CLOSETS TO HAVE 30" MIN CLEARANCE SIDE TO SIDE, 24' MIN. CLEARANCE FRONT. 10. EGRESS IN E SLEEPING ROOM SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT. THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24' MIN., NET CLEAR OPENING WIDTH DIMENSION OF 20 BOTTOM OF OPENING SHALL NOT BE MORE THAN 44' A BOV E FLOOR. fl. 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 L EAST S" BEYOND, EACH SIDE OF THE FIRE PLACE OPENING. WHERE THE FIREPLACE OPENING IS Co ea. FT. OR LARGER, THE HEARTH EXTENSION SH EXTEND AT LEAST 20" IN FRONT OF, AND AT LEAST 12' BEYOND, EA CH SIDE OF THE FIREPLACE OPENING. CONC. OR MASONRY MUST NOT BE SUPPORTED ON WOOD FRAMING. 13. APPLIC,"TION AND INSTALLATION OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE 2003 STATE OF WASHINGTON ENERGY CODE. 14. GLAZING IN COMPLIANCE WITH 2003 IRC 4 LOCAL BLDG DEPT. 15. GLAZING IN L SUBJECT TO HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN 24' ON EITHER SIDE OF A DOOR OPENING, GLAZING CLOSER THAN 15' TO A FLOOR, SHOWER DOORS, AND TUB ENCL06URES SHALL BE EITHER TEMPERED GLASS, LAMINATED SAFETY GLASS, SHATTER RESISTANT PLASTIC, OR WIRE REINFORCED GLASS FOR SKYLIGHT. 1Co. 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 OF, LESS TO BE SAFETY GLASS_ 19. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE G LAZED 20. ALL EXTERIOR WOOD TO BE TREATED 21. THIS OFFICE ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTER15TICS OF THE SOIL, NOR DOES THIS OFFICE VERIFY THE AC CURACY OF THE ENGINEERING DATA SUPPLIED BY OTHERS. WHERE SOIL APPEALS TO BE OF POOL QUALITY, A SOIL ENG. REPORT SHOULD BE SUPPLIED BY CLIENT. CRANE DESIGN HAS TAKEN EVERY EFFORT TO ENSURE THE ACCURACY OF THE ATTACHED DRAWINGS, HOWEVER IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND VERIFY A DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. 22. THE ATTACHED PLANS ARE THE PROPERTY OF CRANE DESIGN, INC. ANY REPRODUCTION OF THESE PLANS WILL VIOLATE COPYRIGHT LAWS. THE HOLDER OF THESE DRAWINGS MUST PAY A FEE FOR THE USE OF THE MATERIAL THEREIN OR BE SUBJECT TO LEGAL A CTION BY CRANE DESIGN INC. ENEfRr-Y'T NOTES-. ENERGY NOTES PER 2003 WASHINGTON STATE ENERGY CODE: PROVIDE AND MINIMUM ADDED INSULATION LEVEL OF R -38 'a CEILINGS R - 6 ALL WALLS EXPOSED TO UNHEATED SPACES R - 30 FLOORS O VER UNHEATED SPACES R -10 AT SL AB PERIMETER, INSTALLED HORIZONTALLY 24" UNDER SLAB, WHEN CONCRETE FLOORS ARE WITHIN 12' OF GRADE. ALL OPENINGS AND JOINTS IN EXTERIOR WALLS SHALL BE SEALED, CAULKED OR WEATHER STRIPPED AT LIMIT AIR LEAKAGE. AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF, IN ENCLOSED RAFTER SPACES, FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO T UNDERSIDE OF ROOF RAFTERS, ALSO IN EXTERIOR WALLS. INSTALLED ro MIL BLACK VISQUEEN GROUND COVER, LAPPED 1' -0" AT JOINTS AND EXTENDED UP TO FOUNDATION W ALL (REQUIRED AT ALL CRAW SPACES). FIREPLAC SHALL BE PROVIDED WITH. A. TIGHTLY FITTING FLUE DAMPERS. B. READILY ACCESSIBLE MANUAL OR AUTO CONTROLS. SHOWERS SHALL HAVE A FLOW CONTROL DEVICE TO LIMIT FLOW TO A MAX. OF 2.5 GPM PER SHOWER HEAD. WATER HEATERS ARE REQUIRED TO BE LABELED AS COMPLYING W/ NAECA 1981 ELECTRIC WATER HEATERS LOCATED IN UNHEATED SPACES SUCH AS GARAGES TO BE INSTALLED ON AN INCOMPRE55f5LE INSULATION iz MIN. OF 15' ABOVE FLOOR GAS OR ELEG. (R -10 MIN.). 6TfRUCTURAL NOTEel. I. DESICsN LOADS (VERIFY SNOW LOAD PER AREA) A. ROOF LIVE L O AD 25 PSF (TOTAL LOAD 31 PSFXW/TILE 45 PSF) B. FLOOR LIVE LOAD 40 PSF (TOTAL LOAD 50 PSF) C. SEISMIC DESIGN CATE D2 U.N.O. BY ENG. D. WIND LOAD 22 PSF E. SOIL BEARING CAPACITY 2000 PSF ASSUMED. SOIL DEPORT REQ'D ON ANY QUESTIONABLE SOIL. (1200 DEFAULT FOR CITY OF KENT) 2. FOUNDATIONS A. ASSUMED MAX SOIL BEARING C 2000 PSF UNDISTURBED CWT. (1200 FOR CITY OF KENT) B. POUR FOUNDATIONS ONLY ON UNDISTURBED SOIL. (VERIFY) C. UNDER FLOOR SLABS COMPACT FILL TO 95io MMO. 3. CONCRETE A. FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL BE EQUAL TO (3000 PSI). MAXIMUM WATER TO CEMENT RATIO, 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND 6 -314 GALLONS WATER PER 94 LB. SACK OF CEMENT- 3000 PSI ASSUMED COMPRESSIVE STRENGTH AT 28 DAYS WITH AIR ENTRAINMENT IN ACCORDANCE WITH TABLE 402.2 IRC B. MINIMUM COVERAGE OF STEEL, 3' BOTTOM, 2" SIDES, 1 -1/2" WALLS. FOR SOIL, SEE CODE WHERE SOIL NO PROBLEM, C. EQUIVALENT FLUID PRESSURE, MIN. 35# PER CUBIC FOOT 4. REINFORCING STEEL A. ALL REINFORCING STEEL SHALL BE DEFORMED, GRADE 60 BARS ASTM A&15-WITH DETAILING, FABRICATION AND PLACEMENT PER fBC 2003 AND ACf -318 B. SPLICES, WHERE LOCATED AND APPROVED SHALL BE A MINIMUM OF 12 INCHES (3000 PSI) OR 30 BAR DIAMETER C. ALL REINFORCING SHALL BE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SHALL BE ASTM -A185. 5. WOOD A. PER 2003 IRC B. HEADERS /BEAMS - SEE PLANS FOR ALL SIZES AND SPECIES. C. SEE PLANS FOR PLYWOOD. i�,. STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE ASTM A3ro, NEW, CLEAN AND FREE OF RUST. PIPE COL. SHALL BE ASTM a53, GRADE B OR ASOL, A3(o STEEL. (ALSC.) - 1. STRUCTURAL FRAM ING 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 BEADING 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 TRUSS MANUFACTURER. INSTALLATION AND BRIDGING SHALL BE PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. ALL TRUSSES DESIGNED MUST BE STAMPED BY L f C. WA. STATE P.E. CARE MUST BE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WITH BUILDING MAT. 4 TO ADEQUATELY BRACE TRUSSES. REVIEWED COD COIF N -F C� MAR 2 9 2006 pity Of 11XI 8. STUD WALLS A. USE 2x(o HF*2 STUDS AT 16' O.C. (24" O.C. MAX.) PER 2003 IRC W/ 2x4" CONSTRUCTION, SPACING NOT TO EXCEED 16' O.C. W/ THREE STORY STRUCTURE 2x(o" STUDS MUST BE USED z 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 S- I&d 'a 4S' MIN. LAPS z EACH SIDE OF JOINT W /l &d o 12" O.C. BETWEEN PLATES FOR EXT_ 4 INT_ LONG WALL (2 4 3 STOIRY BLDG_)_ 9. ROOFING A. APPLY ROOFING IN ACCORDANCE WITH 2003 IRC B. PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING PLANS. FLOOR DIAPHRAGM: MINIMUM 19/32' THfCKNE55 APA RATED TONGUE 4 GROOVE SHEATHING WITH 106 NAILS a 6' O.G. AT SUPPORTED SHEATHING PANEL EDGES AND 10' O.C. AT INTERMEDIATE FRAMING MEMBERS (SEE ARCH. PLANS AND / OR GENERAL NOTES FOR REQ'S.). SFECIFI CAT IONS: CONCRETE AND STEEL SPECIFICATIONS. 1. USE 3,000 PSI CONCRETE SPECS AT 28 DAYS. 2. USE ASTM, AGI6 -65 OR EQUAL GRADE 40 LEBAR LAPPED 30" MIN. AT SPLICES, CORNERS 4 INTERSECTIONS. FOR MANUFACTURED ROOF OR FLOOR TRUSSES, INCLUDING GIRDER TRUSSES, ETC.: 1. THE TRUSS MANUFACTURED SHALL PROVIDE ALL DESIGN AND ENGINEERING WITH WASHINGTON STATE P.E. STAMP ON DESIGNS. DURING ERECTION OF TRUSSES, THE BUILDER SHALL TAKE CARE TO ADEQUATELY BRACE TRUSSES 4 ALSO NOT TO OVERLOAD THEM WITH EXCESS BUILDING MATERIALS. :._ALLQim .lons -Shall.$e Che cl�sd /end Verified Prior To Construction. To Reorder Plans 1C8 @@)SAS -5421 CITY RECEIVED MAR 2 3 2006 PERMITCENTEm COFYRfGHT 2002 Clz4NE DESIGN ING. aaIn oa E �yya Q CS i L C i i� d +' tV� Z '' ' O y w U :4 cL ur C L<' d L t C54- a a'n N C d ; O +'Ui C H 1 p d U i 0 a u O �� � 4 � �4 mI -+ L0 p - +'� , j�V T j �H O L U O : y =S a o +•s of£air - - um L n� - C N u a �{ La o s N "a c�� - . L . 11*' WOm a N V G C I c n , L p TO/N d tn d �'# q H �� #�����= =ma=de o a vus 00 L Q' a i ° -'Cai 0"L +' L - " as G4'OdC _C W4.(14 -4.L1L O.0 LO r 0 O.0 0 O Wa O. C N U =ill_ r J tJ II M ° � m c6 � N ao � T � R U. d I C M a 7S c6 Hcto o -- �m� 3:7m CF- ' S c Z o. :w• W cc Y Z W Ap. C: co TE. I REV.: DRAWN: TAe 2003 I.B.C. S 3 / °' PLAN NUMBER: CRANE DESIGN, Inc. Reserves All Legal Rights To Material on This Shut - Subject To Criminal Prosecution FASTENER SCHEDULE FOR STfRUCTUtRAL MEl''BERS DESCRIPTION OF BUILDING ELEMENTS NUM5ER 4 TYPE OF FASTENERa�lra SPACING OF FASTENERS Joist to sill or girder, toenail 3 -gd Edges (inches)' 1 "X6' sub floor or less to each joist, face nail 2 -8d 2 sta les, 1 % 2' subfloor to joist or irder, 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" C.C. Top plate/5010 plate to stud, end nail 2 -16d Stud to sole plate, toe nail 3 -8d or 2 -16d Double studs, face nail loci 24' o.c. Double top plates face nail lod 24' o.c. Sole plate to joist or blocking, at braced wall panels 3 -16d 16' o.c. Double top plates, minimum 24 -inch offset of end joist, Face nail in lapped area 8--16d 12 5lockinG between joists or rafters to top plate, toenail 3 -8d 6 Rim joist to top plate, toe Mail ad 6' o.c. ToI2 plates, laps at corner and intersections, face nail 2 -106 Other wail rhea thin " Built up header, two pieces with 1 /2' spacer 16d 16' o.c. along each edge Continued header, two pieces 16d 16' o.c. along each edge Ceiline joists to plate, toe nail 3 -Scl Continuous header to stud, toe nail 4 -86 Ceiling joist, laps over partitions, face nail 3 -106 3 Ceiling joists to parallel rafters, face nail 3 -10d n a i l Sd common nail: Rafter to Plate , toenail 2 -16d 1' brace to each stud and plate, face nail 2_gd 2 staples 1 1' x 6' sheathing to each bearing, face nail 2_8d 2 staples 1 3 1 ' x S' rhea thing to each bearing, face n a i l 3 staples 1 nail: S r i common n a i l Wider than 1' x 8' sheathing to each bearing, face nail 3 -8d 4 staples 1 Built-up corner studs lod 24' o.c. Built -up girders and beams, 2 -inch lumber layers lod 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, va l ley or hip rafters: toe nail face nail 4 -16d 3 -16d Rafter ties to rafters, face 3 -8d *CONTRACTOR NOTE: All Dimensions Shall 5e Checked And Verified Prior To Construction. For 51:1 inch = 25.4 mm, 1 foot = 304.8 mm, i mile per hour W 1.609 km/h a. All nails are smooth- common, box or deformed shanks except where otherwise stated. Nails used for Pram in and sheathin connections shall have minimum average bending yeild strength as shown: 80 ksi (551 MPa) for shank diameter of 0.192 inch (20d common nail), 90 ksi (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.1 inch, and 100 kai ((o89 MPa) for shank diameters of 0.142 inch or less. } b. Staples are 16 cage wire and have a minimum - 7 /16 inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four- foot- -S -fact or 4- foot -b -9 -Foot panels -shall be applied vertically. e. Spacing of Fasteners not included in this table shall be based on Table R6023(2). f. For regions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48 -inch distance from gable end walls, if mean roof height is more than 25 feet, up to 38 feet maximum. g. For re having basic wind s of 100 mph or less, nails for attaching ood structural panel roof sheathing to gable end wa ll framing shall be spaced ro inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof rhea thing 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 45TM C - ie and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to either AHA 194.1 or ASTM C 208 i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters. Blocking of roof or floor sheathing panel ed es perpendicular to the framing members shall not be required except at intersection of adjacent roof planes. Floor ana roof perimeter shall be supported by framing members or solid blocking. MECI- ;ANIGGL: GENEfRAL: SOLID FUEL BURNING APPLIANCES Solid fuel burning appliances include airtight stoves, fire places stoves, room heaters /fireplaces stoves, factory -built fireplaces, and fireplace inserts. Unless otherwise adopted by King County, all solid Fuel burning appliances shall comply with 2003 IRC HEATING Each dwelling unit shall be provided with heating facilities capable of maintaining - fO *F at a point 3' above the floor in all habitable rooms A. Fuel burning equipment located within the building envelope (constructed under the, W.S.E.C.) shall obtain combustion air from outdoors. NOTE: BUILDING ENVELOPE The elements of a buildinge which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. B. Fuel burning equipment located outside the building envelope shall meet the provisions of 2003 IRC C. Ductwork, location and source of combustion air, refer To 2003 IRC All warm -air furnace shall be listed and labeled by an approved agency and installed to listed specifications. Appliances intended for installation in closets, alcoves or confined spaces shall be so listed. No warm - air furnace shall be installed in a room used of designed to be used as a bedroom, bathroom, closet or in any enclosed space with access only through such room or space, except direct vent furnaces, enclosed furnaces and electric heating furnaces. No warm -air furnace shall be installed in a closet or alcove less than 12' wider than the furnace or Furnaces installed with a minimum clear working space less than 3' along the sides, back and top of the furnace. Liquefied petroleum, gas - burning appliances shall not be installed in a pit, basement, or similar location where heavier -than -air gas might collect. Appliances so fueled shall not be installed in an above -grade under Floor space or basement unless such location is provided with an approved means for removal of unburned gas. (Approval must be granted by the Building Official. Heating and cooling equipment located in a garage and which generates a Glow, spark or flame capable of igniting flammable vapors shall be installed with the pilots and burners or heating elements and switches at least 18' above the floor level. Fire dampers need not be installed in air ducts passing through the wall, floor, or ceiling separating a residence (Group R, Division 3 occupancy) from a garage (Group U, Division 1 occupancy )provided such ducts within the garage are con- structed of steel having a thickness not less than 0.019 inch (No, 2ry Galvanized sheet gauge) and have no openings into the garage. Warm -air furnace installations in attics or crawl spaces shall comply with 2003 iRC Every appliance (dryer, range, etc.) designed to be vented shall be connected to a venting System. Every factory built chimney, Type L vent, Type B gas vent or Type BW gas vent shall be installed in accordance with the terms of its listing, manufacture's inst- ructions Vent connections shall be installed within the space or area in which the appliance is located and shall be connected to a chimney or vent in such a manner as to maintain the clearance to combustibles.. DUCTWORC: A. Duct systems shall be of metal or factory -made air ducts complying with 2003 iRC B. Joints and seams shall be substantially airtight, (rectangular ducts) (flat, Oval, and round ducts). C. installation of ducts shall comply with 2003 IRC D. Duct insulation shall be installed in accordance with 2003 WSE C. To Reorder Plans 1(800)848 -5421 I. PILOTS, BURNER, HEATING ELEMENTS 4 SWITCHES OF THE FURNACE AND H.W. SHOULD BE A MINIMUM OF 18' ABOVE THE GARAGE FLOOR. THESE SHOULD ALSO BE PROTECTED AGAINST ANY VEH ICULAR COLLISION. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WiTH A NiGHT LIGHT, DEAD BOLT, OR SECURITY CHAiN MOUNTED AT A HEIGHT OF 48" MAXIMUM ABOVE FINISHED FLOOR. 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHOULD BE PRESSURE TREATED WOOD AND BRANDED BY AN APPROVED AGENCY. 4. LIVING ROOM CEILING iS 24' ABOVE HALLWAY WHICH LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WiLL BE INSTALLED AT THE HIGHEST POiNT. 5. RECESSED LIGHTING FIXTURES SHOULD BE I.C. RATED AND ENCLOSURE LINED WITH A 1/2' G.W.B. TAPE AND FINISH. 6. ALL DUCTS, PLENUMS, AND ENCL - 05URE THROUGH OR ALONG UN- HEATED SPACES.(INCLUD iNG THOSE FROM GARAGE INSTALLAT SHOULD BE THERMALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AIR. �qgt \l �51cp" � o O r �° ri. DR r MOISTURE EXHAUST DUCT SHALL NOT EXCEED A TOTAL OF COMBINED HORIZONTAL AND VERT- ICAL EFFECTIVE LENGTH OF 14' -0 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 SQ, INCHES MINIMUM AREA AND REA- DILY OPERABLE DAMPEF, 9. WATER HEATERS LOCATED iN THE GARAGE OF UNHEATED FLOOR ARE TO BE INSTALLED ON iNCOMPRE - 5S18LE 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 SHOWED. SURROUNDS ARE TO BE A SMOOTH, HARD AND NON- ABSORBENT SURFACE NOT LESS THAN 10' 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 N0. 26 GALVANI STEEL WiTH NO O PENINGS INTO THE GARAGE. 14. LANDINGS OUTSIDE TO BE NO MORE THAN 1' BELOW THE THRESHOLD. 15. INTERMEDIATE RAILS TO BE NO MORE THAN 4' APART. 16. STAIR HANDRAILS AND HAND GRIPS ARE TO HAVE 11/4' TO 2" CROSS SECTIONAL5 AND RETURN TO WALL. (CONTINUOUS) 11 5/8" TYPE "X" G.W.B. UNDER ALL Stair WELLS AND DOUBLE LAYER IF STRINGER SPACING IS MORE THAN 16'o.c. 1 8_ WATER HEATER SMALL 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. 19. WINDOW MANUFACTURER TO PRO- ViDE PORT HOLES iN EACH WINDOW IN EACH HA51TABLE ROOM. 20, WATER HEATER PRESSURE RELIEF VALVE TO DRAIN BY GRAVITY TO EXTERIOR. 21. ALL SAFETY GLAZING SHALL BE PERMANENTLY LABELED DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHiCH iT COMPLIES fRO 1. ATTIC VENTILATION AS PER 2003 IRC SEE VENTILATION'S CALCULATIONS PROVIDED. 2. VENT OPENINGS SHALL BE COVERED WiTH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF 1/4 SCE. INCH D IMEN510N. 3. ROOF V ALLEYS TO HAVE 28 GAUGE GALVANIZED FLASHING. 4. WOOD SHINGLE OR SHAKE TO BE INSTALLED PER 2003 iRC 5. ASPHALT SHINGLE (COMP) TO BE INSTALLED PER 2003 iRC 6. 22'x30" ATTIC ACCESS TO BE PROVIDED FOR EACH SEPARATE ATTIC AREA WiTH NO LESS THAN 30' FOR HEADROOM. ATTIC ACCESS DR, TO HAVE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED. HARDWARE TO PROVIDE TiGHT CLOSURE. - 1. TRUSSES TO BE DESIGNED AND STAMPED Bar" 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. 9. 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 "H1' 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 O V ER WITH 2x6 RAFTERS 0 24 'o.c. U.N.D. SPANS EXCEEDING lo'-3' FRAME OVER W/ 2x8' e 24' O.C. FOUNDATION: 1. 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 S" ABOVE GROUND UNLESS PRESSURE TREATED MATERIALS ARE USED. eECTION5: 1, ALL EXPOSED INSULATION MATER - AILS INCLUDING FACiNCx SUCH AS VAPOR BARRIERS OR WEATHERED PAPER SHOULD HAVE FLAME SPREAD /SMOKE DEVELOPED RATING SHOWN ON 25/450 OR LESS. NOTE ALL INFOizi"IATION PROVIDED ON THIS SHEET IS PER THE 2003 IRC VERiF'1" LOCAL CODE5 iE CONSTRUCTION 15 IN OTHER THAN WA. STATE. MAR 2 3 zoos PERMiTCENTE v ja o a dLNe A s h L _ N LS.. Wpd 4 E pp ND C a, 1. �yOC £p CX # L ,.. U a d+1 N C OQ # L L d W0� i d � mt 210- a d ; O 0114]VC++ L 3pdN L 01 14- N "++ 40��W VI + p " m +-` a {Li O U C +o s A syvza "g-P agf C �� y Ui 2 ] 0101 °i dss-� m o L +' 0LC£ OL bl U�. a N N 0 N V N$ V y i a W C NLIb CO3 T to 0 b11_tg- cCOyMo1 0 L mLLCL 4N O -N' a a mc ,m-'+ L d d a 'n° y d O p dd 'a -Cod LN CV - CmL ar _5 'A L HU W d U 0P O C C _ a� 0 U_ , U 1• � [CON 1 F'�- T Q t'L o CM C l) x uaL - CV C6 ®r--- u") 0z� =0 W �w DRAWN: TAe 2003 I.B.C. SH QF PLAN NUMBER: GOPYRiCzI -1T 2002 GR4NE UESfC�N ING. SPACING OF FASTENERS DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENER�r - A" Edges (inches)' Intermediate supports° (inches) Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to Framing 6d common nail 6 12 (sub floor, wa I l) ad common n a i l Croof) 19/32 ° -1 ° ad common na i I 6 12 1 1 /8' - 1 1/4' lod common n a i l or 6 12 ad deformed n a i l Other wail rhea thin " 1/2' regular cellulosic 1 1/2' galvanized roofing 3 6 fiberboard rhea thing nail 6 d common n a i l staple 16ga., 1 1/2" long 1/2' structural cellulosic 1 1/2' galvanized roofing 3 6 fiberboard sheathing n a i l Sd common nail: staple 16ga., 1 1/2' long 25/32' structural cellulosic 13/4' galvanized roofing 3 6 Fiberboard sheathing nail: S r i common n a i l staple 16ga., 1 3/4' long 1/2' gypsum sheathing 1 1/2' galvanized roofing 4 8 nail &a common nail staple galvanized, 1 1/2' long: 1 1/4" screws, Type W or 5 5/S' gypsum sheathing 1 3/4' galvanized roofing 4 S nail/ 8d common n a i l staple galvanized, 1 5/8' long: 1 5/8' screws, Type W or S Wood structural panels, combination subfloor underla ment to framin 3/4' and less 6d deformed n a i l or Sd 6 12 common n a i l 8d common na ! I or 8d 6 12 deformed n a i l 1 1 18" - 1 1/4' l0d common n a i l or 8d 6 12 deformed na i I *CONTRACTOR NOTE: All Dimensions Shall 5e Checked And Verified Prior To Construction. For 51:1 inch = 25.4 mm, 1 foot = 304.8 mm, i mile per hour W 1.609 km/h a. All nails are smooth- common, box or deformed shanks except where otherwise stated. Nails used for Pram in and sheathin connections shall have minimum average bending yeild strength as shown: 80 ksi (551 MPa) for shank diameter of 0.192 inch (20d common nail), 90 ksi (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.1 inch, and 100 kai ((o89 MPa) for shank diameters of 0.142 inch or less. } b. Staples are 16 cage wire and have a minimum - 7 /16 inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four- foot- -S -fact or 4- foot -b -9 -Foot panels -shall be applied vertically. e. Spacing of Fasteners not included in this table shall be based on Table R6023(2). f. For regions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48 -inch distance from gable end walls, if mean roof height is more than 25 feet, up to 38 feet maximum. g. For re having basic wind s of 100 mph or less, nails for attaching ood structural panel roof sheathing to gable end wa ll framing shall be spaced ro inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof rhea thing 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 45TM C - ie and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to either AHA 194.1 or ASTM C 208 i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters. Blocking of roof or floor sheathing panel ed es perpendicular to the framing members shall not be required except at intersection of adjacent roof planes. Floor ana roof perimeter shall be supported by framing members or solid blocking. MECI- ;ANIGGL: GENEfRAL: SOLID FUEL BURNING APPLIANCES Solid fuel burning appliances include airtight stoves, fire places stoves, room heaters /fireplaces stoves, factory -built fireplaces, and fireplace inserts. Unless otherwise adopted by King County, all solid Fuel burning appliances shall comply with 2003 IRC HEATING Each dwelling unit shall be provided with heating facilities capable of maintaining - fO *F at a point 3' above the floor in all habitable rooms A. Fuel burning equipment located within the building envelope (constructed under the, W.S.E.C.) shall obtain combustion air from outdoors. NOTE: BUILDING ENVELOPE The elements of a buildinge which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. B. Fuel burning equipment located outside the building envelope shall meet the provisions of 2003 IRC C. Ductwork, location and source of combustion air, refer To 2003 IRC All warm -air furnace shall be listed and labeled by an approved agency and installed to listed specifications. Appliances intended for installation in closets, alcoves or confined spaces shall be so listed. No warm - air furnace shall be installed in a room used of designed to be used as a bedroom, bathroom, closet or in any enclosed space with access only through such room or space, except direct vent furnaces, enclosed furnaces and electric heating furnaces. No warm -air furnace shall be installed in a closet or alcove less than 12' wider than the furnace or Furnaces installed with a minimum clear working space less than 3' along the sides, back and top of the furnace. Liquefied petroleum, gas - burning appliances shall not be installed in a pit, basement, or similar location where heavier -than -air gas might collect. Appliances so fueled shall not be installed in an above -grade under Floor space or basement unless such location is provided with an approved means for removal of unburned gas. (Approval must be granted by the Building Official. Heating and cooling equipment located in a garage and which generates a Glow, spark or flame capable of igniting flammable vapors shall be installed with the pilots and burners or heating elements and switches at least 18' above the floor level. Fire dampers need not be installed in air ducts passing through the wall, floor, or ceiling separating a residence (Group R, Division 3 occupancy) from a garage (Group U, Division 1 occupancy )provided such ducts within the garage are con- structed of steel having a thickness not less than 0.019 inch (No, 2ry Galvanized sheet gauge) and have no openings into the garage. Warm -air furnace installations in attics or crawl spaces shall comply with 2003 iRC Every appliance (dryer, range, etc.) designed to be vented shall be connected to a venting System. Every factory built chimney, Type L vent, Type B gas vent or Type BW gas vent shall be installed in accordance with the terms of its listing, manufacture's inst- ructions Vent connections shall be installed within the space or area in which the appliance is located and shall be connected to a chimney or vent in such a manner as to maintain the clearance to combustibles.. DUCTWORC: A. Duct systems shall be of metal or factory -made air ducts complying with 2003 iRC B. Joints and seams shall be substantially airtight, (rectangular ducts) (flat, Oval, and round ducts). C. installation of ducts shall comply with 2003 IRC D. Duct insulation shall be installed in accordance with 2003 WSE C. To Reorder Plans 1(800)848 -5421 I. PILOTS, BURNER, HEATING ELEMENTS 4 SWITCHES OF THE FURNACE AND H.W. SHOULD BE A MINIMUM OF 18' ABOVE THE GARAGE FLOOR. THESE SHOULD ALSO BE PROTECTED AGAINST ANY VEH ICULAR COLLISION. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WiTH A NiGHT LIGHT, DEAD BOLT, OR SECURITY CHAiN MOUNTED AT A HEIGHT OF 48" MAXIMUM ABOVE FINISHED FLOOR. 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHOULD BE PRESSURE TREATED WOOD AND BRANDED BY AN APPROVED AGENCY. 4. LIVING ROOM CEILING iS 24' ABOVE HALLWAY WHICH LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WiLL BE INSTALLED AT THE HIGHEST POiNT. 5. RECESSED LIGHTING FIXTURES SHOULD BE I.C. RATED AND ENCLOSURE LINED WITH A 1/2' G.W.B. TAPE AND FINISH. 6. ALL DUCTS, PLENUMS, AND ENCL - 05URE THROUGH OR ALONG UN- HEATED SPACES.(INCLUD iNG THOSE FROM GARAGE INSTALLAT SHOULD BE THERMALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AIR. �qgt \l �51cp" � o O r �° ri. DR r MOISTURE EXHAUST DUCT SHALL NOT EXCEED A TOTAL OF COMBINED HORIZONTAL AND VERT- ICAL EFFECTIVE LENGTH OF 14' -0 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 SQ, INCHES MINIMUM AREA AND REA- DILY OPERABLE DAMPEF, 9. WATER HEATERS LOCATED iN THE GARAGE OF UNHEATED FLOOR ARE TO BE INSTALLED ON iNCOMPRE - 5S18LE 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 SHOWED. SURROUNDS ARE TO BE A SMOOTH, HARD AND NON- ABSORBENT SURFACE NOT LESS THAN 10' 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 N0. 26 GALVANI STEEL WiTH NO O PENINGS INTO THE GARAGE. 14. LANDINGS OUTSIDE TO BE NO MORE THAN 1' BELOW THE THRESHOLD. 15. INTERMEDIATE RAILS TO BE NO MORE THAN 4' APART. 16. STAIR HANDRAILS AND HAND GRIPS ARE TO HAVE 11/4' TO 2" CROSS SECTIONAL5 AND RETURN TO WALL. (CONTINUOUS) 11 5/8" TYPE "X" G.W.B. UNDER ALL Stair WELLS AND DOUBLE LAYER IF STRINGER SPACING IS MORE THAN 16'o.c. 1 8_ WATER HEATER SMALL 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. 19. WINDOW MANUFACTURER TO PRO- ViDE PORT HOLES iN EACH WINDOW IN EACH HA51TABLE ROOM. 20, WATER HEATER PRESSURE RELIEF VALVE TO DRAIN BY GRAVITY TO EXTERIOR. 21. ALL SAFETY GLAZING SHALL BE PERMANENTLY LABELED DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHiCH iT COMPLIES fRO 1. ATTIC VENTILATION AS PER 2003 IRC SEE VENTILATION'S CALCULATIONS PROVIDED. 2. VENT OPENINGS SHALL BE COVERED WiTH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF 1/4 SCE. INCH D IMEN510N. 3. ROOF V ALLEYS TO HAVE 28 GAUGE GALVANIZED FLASHING. 4. WOOD SHINGLE OR SHAKE TO BE INSTALLED PER 2003 iRC 5. ASPHALT SHINGLE (COMP) TO BE INSTALLED PER 2003 iRC 6. 22'x30" ATTIC ACCESS TO BE PROVIDED FOR EACH SEPARATE ATTIC AREA WiTH NO LESS THAN 30' FOR HEADROOM. ATTIC ACCESS DR, TO HAVE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED. HARDWARE TO PROVIDE TiGHT CLOSURE. - 1. TRUSSES TO BE DESIGNED AND STAMPED Bar" 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. 9. 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 "H1' 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 O V ER WITH 2x6 RAFTERS 0 24 'o.c. U.N.D. SPANS EXCEEDING lo'-3' FRAME OVER W/ 2x8' e 24' O.C. FOUNDATION: 1. 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 S" ABOVE GROUND UNLESS PRESSURE TREATED MATERIALS ARE USED. eECTION5: 1, ALL EXPOSED INSULATION MATER - AILS INCLUDING FACiNCx SUCH AS VAPOR BARRIERS OR WEATHERED PAPER SHOULD HAVE FLAME SPREAD /SMOKE DEVELOPED RATING SHOWN ON 25/450 OR LESS. NOTE ALL INFOizi"IATION PROVIDED ON THIS SHEET IS PER THE 2003 IRC VERiF'1" LOCAL CODE5 iE CONSTRUCTION 15 IN OTHER THAN WA. STATE. MAR 2 3 zoos PERMiTCENTE v ja o a dLNe A s h L _ N LS.. Wpd 4 E pp ND C a, 1. �yOC £p CX # L ,.. U a d+1 N C OQ # L L d W0� i d � mt 210- a d ; O 0114]VC++ L 3pdN L 01 14- N "++ 40��W VI + p " m +-` a {Li O U C +o s A syvza "g-P agf C �� y Ui 2 ] 0101 °i dss-� m o L +' 0LC£ OL bl U�. a N N 0 N V N$ V y i a W C NLIb CO3 T to 0 b11_tg- cCOyMo1 0 L mLLCL 4N O -N' a a mc ,m-'+ L d d a 'n° y d O p dd 'a -Cod LN CV - CmL ar _5 'A L HU W d U 0P O C C _ a� 0 U_ , U 1• � [CON 1 F'�- T Q t'L o CM C l) x uaL - CV C6 ®r--- u") 0z� =0 W �w DRAWN: TAe 2003 I.B.C. SH QF PLAN NUMBER: GOPYRiCzI -1T 2002 GR4NE UESfC�N ING. CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet — Subject To Criminal Prosecution 4x POSTS OR (2) 2x STUDS @ MIN. 16" D.C. 1/2" PLYWOOD W/ 8d NAILS @ 3" O.C. U.N.Q. AT PANEL EDGES EXTEND PLYWOOD TO OVERLAP RIM JOIST & SILL PLATE 3200# CAPAq_TY STRAP HOLDOWNS "I' MINIMUM U.N.O (SEE PLANS) CONC. FOUNDATION & FOOTING NOTES: 1. ALL STRAP HOLDOWNS SHALL BE INSTALLED PER MANUFACTJRER'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 D EACH STUD d NAILS PER TABLE Co02..3 ( I) PA RATED SHEATHING 3/8" MIN. — 2x4 BLOCKING AT ANY _YWOOD JOINT 4x POSTS OR (2) 2x STUDS 9� MIN. 24" O.C. 1/2" PLYWOOD W/ 8d NAILS 903" O.C. @ PANEL EDGES =TA5 OR EQ. W. 2-1/2" BOLT MIN. 3200# CAPACITY FLOOR TIE ANCHORS 2x4" @ 48" O.C. W/ (5)1Od EACH END 5/8" DIA, x 12" A.B. '2) 2x PLATES 2x P.T. SILL PLATE 3200# CAPAC�TY STRAP HOLDOWNS 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 PPROVED HOOKED -END WOOD D CONCRETE CONNECTORS WITH 300# CAPACITY (MIN.) - 2x PLATES - NAIL SHEATHING D EACH PLATE ) QUARTER POINTS B. - 12" EMBEDMENT - #4 BAR CONT. TOP & BOTTOM ALT. BRACED WALL PANE (PRESCRIPTIVE PROVISIONS FOR 1 & 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 @ ONE —FIFTH POINTS. 3) TIE DOWN DEVICE UPLIFT CAP SHALL NOT BE LESS THAN 3000 lbs. 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. EXTEND HEADER TO CORNER 1/2" PLYWOOD W/ 8d NAILS @ 3" O.C. 4x POSTS OR (2) 2x STUDS 3x BLOCKING @ PLYWOOD JOINTS HEADER AT CORNER 2x TOP PLATE HEADER NAIL SHEATHING TO HEADER AT 3" 0. C. B. W. HEADER PER PLAN ST6236 1200# CAPACITY STRAP TI E 3/8" PLYWOOD W/ 8d NAILS @ 3" O.C. AT PANEL EDGES 4x POSTS OR (2) 2x STUDS 3x BLOCKING @ PLYWOOD JOINTS CODE COIF DANCE MAR 2 9 moo City Uf Tukwila C« IT Mlrftis� R- Ar eft 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 WITH 2400# CAPACITY (MIN.) 2 -- 2x PLATES - NAIL SHEATHING TO EACH PLATE (2) 3/4" DIA. A.B. - 12" EMBEDMENT CONTINUOUS FOOTING OR SLAB EDGE NOTE: FOR USE IN GARAGE END WALLS AS SHOWN. IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE HOLDOWS, BOLTS AND PLYWOOD NAILING AS SHOWN. IF USED ABOVE PONY WALL USE DETAIL #7. DETAIL (24 INCH LATERAL RESTRAINT PANEL) BRACED WALL PANEL SCHEDULE Plywood /OSB 6d nail 6" o.c. (edges) 3/8" x 4' x $' 12" o.c. (field) GWB - 1/2" x 8' x 8' 5d cooler nails or wallboard Q (one face) nails 7" o.c. GWB - 1/2" x 4' x 8' 5d cooler /wallboard nails (two faces) 7" o.c. throughout Structural Panel Siding Corrosion resistant 6d nails 3/8" x 4' x 8' at 6" o.c. (edges) 12" oc. (field) One -story alt. braced panel Nailing Sd at 6" o.c. (edges) 12" o. c. (field) \E 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. /'[� Two —story alt. braced panel Nailing 8d at 6" o.c. (edges) (I / 3/8" x 2'8" x 10' or less 12" o.c. (field) Plywood or OS8 (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 sole plates nailed to floor and top plates shall be anchored to framing above. Where joists are perpendicular to braced wall lines, provide blocking under and in line with braced wall panels. 3 HEADER SPLICE RECEIVED CITY OF TUKWILA MAR 2 3 2006 PERMIT CENTEm �� N O m 6 CS ° C LNtl W U -Z -C {a �'Q 'I C"NOmaO ° i+ E C O Cr 4 NU T . +' C25 ° S 00, n ' N L 7 G [O yL L C O LL p4 #eL..V LLO 6SL¢ #d p�s� d O4` a Y �\ L� L m "o .1 -181 +cau�s u 13 Z TL d 0 �,. OL7 [ �qm °�com etlas oauo s: ce l ge uSab St L 3 t u w °rdu �°w Ul iP �'O O L N }. d ap U , o e #Lu q.ys u au L nd G � CI° CAmm�� q, CIS O OIL b Lp 0 ��4, f• �S_ 1L r L m C m0 L dy co u i }�+d NSA4 01 CY S C4. 0 4.L S. 4S LO +— �osa°a ac�4su W z Q J Q W Cl— < 0 uo� cr) _v ,r, CV to et ce � N se C ? d � rL�u.. LL. N C6 �r.- C cfl =C §* G 2 :� W ca � Z REV.. DRAWN: TAS 2003 I.B.C. SHEET S 4 OF PLAN NUMBER: `CONTRACTOR NOTE: Al l Dimensions Shall Be Checked And Verified Prior To Construction. To Reorder Plans 1(SOC)845 -5421