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HomeMy WebLinkAboutPermit D05-450 - DOAK HOMES - LOT 11DOAK HOMES 11653 35 LN S D05 -450 2 Z W: 6 O 0: co W J 2' H W OO: LL = co W: Z�. ' f-0. Z I- W W; U o. O —: 'OH • W: - P — O: • wZ U 1-- H. O Z• C ity of I L 'ukwila S teven M. Mullet, Mayor Department of Commu►iity Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT larcel No.: 0733000034 Permit Number D05 -450 tddress: 11653 35 LN S TUKW Issue Date: 02/10/2006 ;ulte No: Permit Expires On: 08/09/2006 tenant: Name: Address: 3wner: Name: Address: i 'ontact Person: Name: Address: DOAK HOMES INC - LOT 11 11653 35 LN S, TUKWILA WA DOAK HOMES INC 11812 26 AV SW, BURIEN WA DARRYL E. DOAK, SR. 11812 26 AV SW, BURIEN WA Contractor: Name: DOAK HOMES INC. Address: 11812 26 AV SW, SEATTLE, WA Contractor License No: DOAKHI *092NZ Phone: Phone: 206 246 -6587 Phone: 206 246 -6587 Expiration Date: 08/08/2007 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,734 SQ FT SINGLE FAMILY RESIDENCE, 309 SQ FT ATTACHED GARAGE AND 116 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: $164,134.83 Type of Fire Protection: NONE Type of Construction: V -B Fees Collected: $10,240.52 International Building Code Edition: 2003 Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Volurnes: Cut 0 C.Y. Landscape Irrigation: N Moving Oversize Load: N Start Time: Sanitary Side Sewer: N Size (Inches): 0 End Time: Fill 150 c.y. End Time: doc: IBC - Permit D05450 Printed: 02 -10 -2006 Z w 0 � D W= Co LL w LL = O. �w Z 1-0 Z w U0 ON o t— ww �O w Z : U= O I— z 1908 i Sewer Main Extension: Storm Drainage: ' Street Use: I i Water Main Extension: j Water Meter: City G. Tukwila Department of Canmmttity Developnieitt 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tuktivila.wa.us N Private: Y N Profit: N N Private: Y * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Public: Non - Profit: N Public: i Z W . JU UO C O o w =. J H. CO W. W } O: Ca u_ Q. = CY F— W Z� F- O Z I— W �5 U � O— '� H W W U Li- ~O, W Z. U N F- X O Z � J ��IILA,�yl gsy s 1908 City t,. Tukwila Steven M. Mullet, Mayor Department of Commatiity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tulnvila.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D05 -450 02/10/2006 08/09/2006 Permit Center Authorized Signature: wU Date: D I hereby certify that I have read an am a this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constr ion or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: o Print Name: f This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC - Permit D05 -450 Printed: 02 -10 -2006 Z Z aa W W = JU UO N 0 co LU J = H CO LL w O. LL Q. C0 D = O. �w Z F .- �O z f-- w D0 U N 0 1-- W W U U- �. WN U— H H. O Z City of Tukwila lane Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0733000034 Address: 11653 35 LN S TUKW Suite No: Tenant: DOAK HOMES INC - LOT 11 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 2: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: Clean and remove debris from City catch basin in and around hauling routes. Provide adequate temporary access as not to interfere with other vehicle movement or cause trucks to travel over curbs. All vehicles must make a complete stop prior to entering public right -of -way. 4: ** *BUILDING DEPARTMENT CONDITIONS * ** 5: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 6: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 7: 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. 8: 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. 9: 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. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: Manufacturers installation instructions shall be available on the job site at the time of inspection. 14: 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. 15: 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. Permit Number: D05 -450 Status: ISSUED Applied Date: 12/14/2005 Issue Date: 02/10/2006 z J.-z �w D O CO C3 �_ f� S2 LL .w O LL Q cf) �w �_ Z F - t— O z F- U co ON off wW LL O .. z w U= O z doc: Conditions D05 -450 Printed: 02 -10 -2006 ,. , -r. � �f•-+� :ab o }Yitt+�,is3+S�>.awa'.'Ewt'. Jh.ie �iik, SV. �+:,mtcc,o- :u s,t�- .A't: "� �:�utdx+:Z:; �1:(. Y �1'J�frii'vil'�i1x`i�ati25� ° �t'e 1,: �`....� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: 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, Z Q bathrooms, toilet rooms, storage closets, surgical rooms. �? Z Cr. W 17: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE v GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that 00 the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. N W 18: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall J F- S2 LL be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum W O distance of 4- inches shall be maintained above the controls with the strapping. U 19: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). = w 20: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department ? of Labor and Industries (206/248- 6630). Z O 21: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, o any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits co presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila o �_ shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the W W Building Official from requiring the correction of errors in the construction documents and other data. LL —0 22: ** *FIRE DEPARTMENT CONDITIONS * ** LLj Z 23: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the U co t following concerns: Z 24: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 25: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 26: 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) 27: 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) 28: The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (IFC Appendix B105.1) 29: 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) doe: Conditions D05 -450 Printed: 02 -10 -2006 City of Tukwila ran$ f Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 30: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. i 32: ** *PLANNING DEPARTMENT CONDITIONS * ** 33: Eaves may only extend 18" into the minimum setback area. * *continued on next page ** z Z a � W . Q D J 0, 0 0 U U: U) W. J CO) LL U . IV) d HW z� E- 0 Zr 2 -9; U O. 0 U. 0 N W W U u. O; lLl Z U C. F= � O Z t . -� C it y o f Tixviln A.- R 19C8 � 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. i Signature: Date: Z /o d Print Name: x5 d doc: Conditions D05 -450 Printed: 02 -10 -2006 z if W : U O (/) Cl CO w : W= J � Cr) LL W Oi 5 LLQ CO)� =d �W Z= f- Z O: UJID U� 0 0 F— W LU LL Z' LLI U N'. O Z i I i. i 4 i i . i 1 doc: Conditions D05 -450 Printed: 02 -10 -2006 z if W : U O (/) Cl CO w : W= J � Cr) LL W Oi 5 LLQ CO)� =d �W Z= f- Z O: UJID U� 0 0 F— W LU LL Z' LLI U N'. O Z C ity o . Tukwila S teven M. Mullet, Mayor- Department of Public Works James F. Morrow, P.E., Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us WATER METER INFORMATION Parcel No.: 0733000034 Permit Number: D05 -450 Address: 11653 35 LN S TUKW Issue Date: 02/10/2006 Suite No: Permit Expires On: 08/09/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,734 SQ FT SINGLE FAMILY RESIDENCE, 309 SQ FT ATTACHED GARAGE AND 116 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 D05422 for erosion, right -of -way work, private water main extension. METER #1 METER #2 METER #3 3 j Water Meter Size: t Quantity: Water Meter Type: f Work Order Number: Connection Charge: Y Installation: Y Additional Install Deposit: Plan Check Fee: Y Inspection Fee: Y Turn On Fee: Y Subtotal: Cascade Water Alliance (RCFC): Y TOTAL WATER FEES: $2,822.00 0.75 1 PERM 520006 $60.00 $490.00 $0.00 $10.00 $15.00 $25.00 $600.00 $2,222.00 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 i Z . �W JU UO UO W= J �— NLL W } O } ' 9:3 LL Z� F- O Z F— 5 U� O N. 01-- W W. IL U Z U� O Z doc: PWWATER D05 -450 Printed: 02 -10 -2006 1 wu� w CITY OF TUKWIL4 �}� Community Development Department Public Works Department Permit Center j i90° 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 i Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. ,( * *Please Print ** O( r/ :SITE LOCATION { J King Co Assessor's Tax No. : Site Address: f l �i -- j MEai-g- i / / n j gg& Suite Number: Floor: Tenant Name: A)OA) e- New Tenant: ❑ .... Yes R Property Owners Name: 1 o r I V r Mailing Address: 7'11 4IV 5 .fc2 lee 017/ PzJ City State Zip CONTACT `PERSON Name: c 1 ,Q ,24�� -�/ Si^ • f Day Telephone: _-? o 6 2 Yom _ Mailing L' e E -Mail Address: City State ip Fax Number: 2 , 6, 9� eR 9e- ,5 G ENERA.L,CONTRACTOR INFORMATIQN {Mechanical Contractor information on at page) Company Name: �G,4 / &E S »C , Mailing Address: Z S1 /, - 2 6 2 /fO-e S'- ee�/;• 9 L LZ Cit �Pil Contact Person: �L � � - �< . Day Telephone: �[' SiC- -� z"' 7 E -Mail Address: Al 44- -� "� Fax Number: � e9 6 ' 9 9V_ Contractor Registration Number: � �/O�}/ // I ;k ��/v Z Expiration Date: egg e)07- **An original or notarized copy of current Washington State Contractor License must be presented at a ti a of permit issuance ** q:\\permits ploa\iec ehanges\pemtit application (7.2004) Revised: 61.05 bh Page t w I it i Z Z W QQ JU U = W H C0 U� W �j u- � = W H = Z I— 1--0 Z i— w U� O� 0 E- W N F- LL z ui U= O Z ARCHITECT OF RECORD All plans must be wet mamped..by Architect of Reeord : Company Name: cf Mailing Address: 336 ��*t t "n 5 � ' �dr►�►c�'ti /S �1/C1 l�OLO Contact Person: City Stale Zip Day Telephone: 42JS_ - 7 ?6 °,� 7t66 E -Mail Address: Fax Number: L12 7 76 6 766 :: ENGINEER OF RECORD - All plans must be wet stamped.by Engineer of .Record Company Name: All Mailing Address: S 72 Contact Person Tr iN o y �C 1 �/ � �',2 City State - Day Telephone ` " 41 g 3 Zip - /0 �' �S E -Mail Address: /1 Fax Number: 1 1 A 7 - `/� `7 / l� � q:\\permits ploa\iec ehanges\pemtit application (7.2004) Revised: 61.05 bh Page t w I it i Z Z W QQ JU U = W H C0 U� W �j u- � = W H = Z I— 1--0 Z i— w U� O� 0 E- W N F- LL z ui U= O Z ILDING PERMIT IIYI!�O' ION 206 431 367'0 _ Valuation of Project (contractor's bid price): Scope of Work (please provide detailed infoi 2 Existing Building Valuation: $ -&— Will there be new rack storage? ❑ ..Yes JR No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below . - Addition to Type of Type of Interior Existing Construction Occupancy per Existin Remodel Structure New per _IBC IBC 1 "Floor : 2r4-Floor NU::1 P Floor' ' Floors thru Basement Accessory Structure* Attached Garage ' 3o9 -Detached Garage. Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes Pi If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm S?-None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate 8-112 x 11 paper indicating quantities and Material Safety Data Sheets. i I - galpermits plus \ice changes\permit application (7.2004) Revised 66.05 Page 2 r bh uvrrswl... -. raM�raaitiHna-' - IFS Z �W UO to 0 W = i— �L W O Ua rn � = FW Z H E- O Z F_ W W Ucl O- 0 F- WW H� L O ll l Z UN H = O 1.- Z . I 'w i i 4 Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin 01 for fees and estimate sheet. Water District Tukwila El ... Water District # 125 ❑ .. Highline ❑ . Renton El ... Water Availability Provided Sewer District ❑ ...Tukwila [. ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate t'.. 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 [3—Traffic Impact Analysis ❑ ... Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark b oxes 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 ...Total Cut _5 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 ❑ .. Channelization Er .. Frontage Improvements ❑ .. Pavement Cut R'. Trench Excavation ❑ ...Traffic Control El.. Looped Fire Line .Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " t a'.'.Pennanent Water Meter Size..." WO# _ ❑ ...Temporary Water Meter Size.. WO# _ ❑ ... Water Only Meter Size............ WO# _ ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension .............Public Private ❑ ...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ...Water ❑ ...Sewer Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Name: P &M e f Ily r Day Telephone: 2 06 4i6 `6� 7 Mailing Address: ? / 9 1 y 2 6 r'l /,L-cp e &2 - 9cn f• I .- At ' City State e— Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City S tate zip q:Rpermiu plulice changes permit application (7.2004) ' Revised: 6.8-03 bit Page 3 1 it I: IC WORKS INS AIRIA TION 20� 433, =0179 Scope of Work (p provide detailed inform tL O r n` FA /;/ O _ n A (91 X04 , f 1 7 M7 1 NA A /tl ... , Z �Z W UQ Cl) W = N LL W O LL Q N S �. W Z= H 1— O Z 1- �j U� CO � E- W H LL Z L1J U= O F- Z MECHANICAL-PERMIT INFORMATION -- 206 - .4313670 '.: MECHANICAL CONTRACTOR INFORMATION Company Name: /l Pr' "1* e M P At" i2 C o tellp cl " kS% �y 7t INC Mailing Address: COQ 1 g4c A 4�eoVGf e T % "9C'G City State Zip Contact Person: Gej Day Telephone: ` !-Z.2 / / E -Mail Address: Fax Number: Contractor Registration Number: _!-ir is )Q JT S 3 6�y Expiration Date: /J * *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 Scope of Work (please provid detailed information): &PtJ /l t•�i¢ �i�u Use: Residential: New ... Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Tyne Electric ..... ❑ Gas..., Other: Indicate type of mechanical work being installed and the quantity below: UnitType: Q Unit `T e: Qty Unit Type: Qfy Boiler/Compressor: Furnace <I OOK BTU Air Handling Unit >I0,000 Fire Damper 0 -3 HP /100,000 BTU CFM Fumace>IOOK BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat j 15 -30 HP /1,000,000 BTU to Single Duct Suspended/Wall/Floor Ventilation System Wood/Gas Stove 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 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: "� cell � © 3 !7A -�A90 Print Name: 0��'�'�/ — eo,�� �j-� Day Telephone: 2 Mailing Address: /5 / 2 - 2,62Z Ai&__5', — RU `-t Pill 10 n 9( ?/ 6 City Stale Zip Date Application Accepted: f Date Application Expires: Staff Initials: I ICI I � I ou q:Upermits plus \ice ehanStApermit application (74004) Revised. 6.6.05 Page 4 bh ✓l.s .J «Y , : , Y: Yi: J:..:« T� 'JY::..k}.;.i41�.3ahYiL`a`sAYi ii.1 "1Y�4i IKUkYtrh • .Y1:1.1J. rwlYlit S+M t i� I� Z LL. 00 to o J 1 CO LL w 9 J LL Q = W Z F- Z� W W U ON 0 I— WW H0 LL O W U= O Z PROJECT NAME _ DDD/� -, /�,�U/I')G� PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and . may adjust estimates. 1. 2. 3. 4. APPLICATION BASE FEE Enter total construction cost for each improvement category: General /00<1) Erosion prevention _;g's Water _9z 11ro92 , Sewer 6,5 Storm water ! 62e9 Road /Parking /Access f 000 A. Total Improvements Calculate improvement -based fees: $402.25 for 1 200,000, for each additional 10,000 or fraction thereof. B. 2.5% of first $100,000 of A. 00 C. 2.0% of timount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. $ 250 (l) TOTAL PLAN REVIEW FEE (B +C +D) $ �f /��''7� cy v (4) 5. GRADING Plan Review and Permit Fees $ Fi^ee— (5) Enter total excavation, volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading application fee. Use the greater of the ex cavation and fill volumes. QUANTITY IN.CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001-10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 - $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more _ T PLUS.$7.25 $402.25 for 1 200,000, for each additional 10,000 or fraction thereof. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ ' /O O f av The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 1 A?'4�v �. t•+{tew''C�9eL: "�....f .• VN��.` =�� w�.x. i:Y..i a.1x:., /�'.n..ts:T. a.Jwt.:a....1. +.4�!✓a .X:..a- �J:.L ruv'd. ..w'.bn.�JFlti' Jv'rs�a w+i.iL`I.�1s; 2 �..'rN. YJV.n:�i BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees z '~ w � JU UO C0 F- 00 LL w O LL CO) a = w f~ _ z �O z� �o U U. U i_ W U O w z CO) o� z itT- - — lj� I __ Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 r . t j SET RECEIPT RECEIPT NO: R06 -00191 Initials: JEM User ID: 1165 Payee: DOAK HOMES, INC. Payment Date: 02/10/2006 Total Payment: 45,620.38 SET ID: 021006 SET NAME: DOAK HOMES SET TRANSACTIONS: Set Member Amount - - - - -- D05 -392 2,012.53 D05 -393 18,014.95 D05 -422 2,570.62 D05 -423 7,146.06 D05 -445 6,993.38 D05 -446 2,368.32 Off V- 345'j 6,514.52 TOTAL: 45,620.38 TRANSACTION LIST: Type Method Description - - - - -- Amount ------ - - - - -- ---- - - - - -- -- - - - - -- --------------------- Payment Check 5140 45,620.38 TOTAL: 45, 620.38 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- BUILDING - RES ---------- - - - - -- 000/322.100 ------ - - - - -- 14,474.28 PLAN CHECK - RES 000/345.830 - 135.32 PLAN CHECK - WATER METER 000/345 40.00 PW LAND ALT PERMIT FEE 000/342.400 319.50 PW LAND ALT PLAN REVIEW 000/345.830 185.00 PW PAVEMENT MITIGATION 000/344.101 100.00 PW PERMIT /INSPECTION FEE 000/342.400 1,137.50 PW PLAN REVIEW 000/345.830 -.50 SEWER - ALLENTOWN /RYAN 402/379.004 9,825.30 STATE BUILDING SURCHARGE 000/386 31.50 WATER - ALLENTOWN /RYAN 401/379.004 17,283.12 WATER CONNECTION 401/379.002 240.00 WATER INSPECTION FEE 401/342.400 60.00 WATER INSTALLATION (DEP) 401 /38(�,ff00V/10 9716 1, X0045620.38 WATER TURN -ON FEE 401/343.405 .00 TOTAL: 45,620.38 z '~ W W� J U UO rn 0 W= J H N lL w 0 O - . J . LL¢ c d �w z z o, W W U� O N :0 F_ ww U 1- — u_ O; U CO) P H z City of Tukwila ( 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0733000030 Permit Number: D05-450 Address: Status: PENDING Suite No: Applied Date: 12/14/2005 Applicant: DOAK HOMES INC - LOT 11 Issue Date: Receipt No.: R05 -01803 Payment Amount: 2,222.00 Initials: LAW Payment Date: 12/16/2005 11:52 AM User ID: 1630 Balance: $2,471.08 Payee: DOAK HOMES INC TRANSACTION LIST: Type Method Description Amount Payment Check 5104 2,222.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts CASCADE WATER ALLIANCE 401/386.550 2,222.00 Total: 2,222.00 9- -/b � Q Z S - Z LIJ UO NO Cl) N LL W M }�- J LLj co)d = �— O Z F-- W UJ � v' U 0 N. � H W LU: LU Z U= O Z doc: Receipt Printed: 12 -16 -2005 City o f Tukwl l a t 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 I (206) 431 -3670 I RECEIPT Parcel No.: 0733000030 Address: Suite No: Applicant: DOAK HOMES, INC. Permit Number D05 -450 Status: PENDING Applied Date: 12/14/2005 Issue Date: Receipt No.: R05 -01787 Initials: 3EM User ID: 1165 Payment Amount: 1,504.00 Payment Date: 12/14/2005 03:38 PM Balance: $1,871.08 Payee: DOAK HOMES, INC. TRANSACTION LIST: Type Method Description Amount - - - - - -- -- - - - - -- ----------------------- - --- - - - - -- Payment Check 5101 1,504.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,094.00 { PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 160.00 Total: 1,504.00 y 1(1111... doc: Receipt Printed: 12 -14 -2005 Z W J U U O. No C0 LU J FF- S2 LL W O: J LL Q Cf) d. = W' H- _ z F- � Lu O � O F- WW L L —0 W Z U = O ~- Z V ti IN SPECTION RECORD Retain a copy with permit INSPECTION NO. ;ZIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431 -3670 Project. Type of Inspection: n paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection, R eceipt No.: e: ROM Z Z W 5 L) 0 N C3 C0 W Ill x J F- CO) U. 0 :3 X Z F - W 1-- W LU 5 Cl) 0 0 1-- W LL J HC U- z (f) 0 Address Date Called: Special Instructions: Date Wanted * , --;' /114 Requester: Phone No* paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection, R eceipt No.: e: ROM Z Z W 5 L) 0 N C3 C0 W Ill x J F- CO) U. 0 :3 X Z F - W 1-- W LU 5 Cl) 0 0 1-- W LL J HC U- z (f) 0 M. INSPECTION RECORD _ Retain a copy with permit INSP C r ON N PE IT NO. CITY OF TUKWILA BUILDING DIVISION 'C4 , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -�67 Project: / Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: O.M. Requester: Phone No: X6 72 - z2,eO Approved per applicable codes. FI Corrections required prior to approval. spec r: UdlCy�! C7 xrr 00 REINSPECTI N FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. Call the schedule reinspection. Receipt No.: Date: '�►.: k�w> -i•ti., c" te�vr- -ir,.. ..r j �� ;,y,% y Jr `�, .s.... �... ";�':..» c� .y� "T[ ' +� / y... } pi• '4fT�'.'- � 4 F ;14.t`i:t'r {'SI/..i „Y,..� t"�'kYP�I' z �Z � c W aa i JU U Q W� CO) LL W O u_ Q Cl) = W 1-- O W I— �p U LLJ O N 0 H W LL F-. —0 .. z. W U N O� z i M�C.�J•^,.�,t' ..z. e t(t � � r� L ., 1 � tta xr � � ', .,' �`; � i �� 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 Proj:L Type of Inspectio Address: � Jh LNG S6 Date Called Special Instructions: Date Wanted: Requester: ; Phone No: Z G - Z/D Approved per applicable codes. Corrections required prior to approval. h • Whl/ COMMENTS: C Aj Inspector: �, Date: C� 2�2 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Z ;= Z � c W i UO (/)0 J CO) L W O u . L� = �W ' Z H H O W ~ W U� O C0. WW 2 H Z). W Z U= O H Z INSPECTION RECORD (� Retain a copy with permit 66 -5 +P60 INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION F 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 Pr M t: Type of Inspection: Address: - � j e Date Called: -� Special Instructions: Date Wanted: .M Requester: Phone No: Approved per applicable codes. F1 Corrections required prior to approval. Receipt No.: Date: 01 �' 4..1:;:� :'.Y C T'. `R�•\ '1: � }•',^ .a;y„ ��y�:� �tV. J+� ... r .t .�i. Pry 4n .,. �� Z �Z �W JU UO N J = E- D I1. WO u_ Q �:D =a �W Z H W O LU �p U O� 0 I— W W XU �O z. UN P _ O Z `—' paid at 6300 Southcenter Blvd.. Suite 100: Call the schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM NO. it CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36(70 Proj t*' 0 ' 7 1f:r'5 Type of Inspection: Address: ll(-I:; Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No: -Z _206 ;7Z - I F Approved per applicable codes. Corrections required prior to approval. ] I Receipt No.: Date: z I ;— �-' Z Ce W J0 O 0 . CO) U) W J C0 LL 0 U Q to CY W Z O Z F- W W 5 C.) C0 O— . (3 F- W LLJ: M 5 F- u 0. z Cf) 0 P 7 � 0 L--j paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection i INSPECTION RECORD Retain a copy with permit IDC INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �- _'' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 0 Proj ct: 7 Type o Inspection: Address: /��53 .�S G •i� � Date Called* 4,� , / l Special Instructions: Date Wanted: La,m sf3- Z. c • O — ] p.m. Requester: Phone No: , vO 3 7Z- 2z•�30 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No.: Date: �',Ywy.d'i ��l.'�'4•-'y*'ri?M �+ '?s,'3# t�1N"�J '5 ��'�'p'' r i�+�.. �i �.1, .j+' �.p�F:. .r-.e •'� ^' .r .`:Yi `' 'rid �'' - � "`•�. $58.00 REINSPECTION �EE REQUIRED. Prior to inspection. fee musfbe paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. z �Z U0. CO W = Co L W O 9Q to T I .-W z = �O W H W U� :O N. .0 H W - 111 z L) z INSPECTION RECORD 7 ` 7v 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 o Inspection: ��r � t Address: -( )e 5 Date Called: n7 b (4 1 � Special Instructions: Date Wanted: a.m. 7 /4)1 1 � J W , L�e ►�� lYl E%e +� Requester Phone No: a Approved per applicable codes. Corrections required prior to approval. a e � Inspector:. Date: ,7�Z v u IKeceipt No.: lua[e: I $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Z �Z � W JU UO C O a J = Co u - W O. LL Q U� =d Z� 1= 0 W ~ W U� 0 H = U F- I—: O .. Z. W U =, O Z ����� L`���'''�j}"e'r?�.wnr" kf. �, �.r r�K•9? ykus`t'aiw..a' C t .ti:J } r `� z t s � . � INSPECTION RECORD Retain a copy with permit EL `� S INSPECTION NO. PERMI 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 rj L.' t•.• Pra ect: ,fir Type,o Insp ction: A;irgss:_� 3 � Date Called: Special Instructions: Date - - Wanted: �A,m cam, p.m. Requester: Phone No: _ ' roved pp per applicable codes. � Corrections required prior to approval. �h r z; w.:•: �7 r . . Receipt No.: Date: a ,. , ..a'! ,+�,,!s „y,.�jf: c;, '^+'.:.'''`,nr •w,;s,He�;Y� *rt *''�r'•,:,- Z * 2_ Z W 2 JU UO LU N LL. WO 2� LL Q T NT CY y W H O W H, �p U •O W H I--- Z CO) O Z INSPECTION RECORD _ Retain a copy with permit A y� INSPECTION N0. PERMI N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06 431 -36 0 7 r Project: Type of Insp ctio Ad : / ? / Date Called: Special Instructions: Date Wanted: - 07 a.m. Z. - T � Requester: Phone No: Receipt No.: Date: —7 4 Z i= Z W W� JU UO UD UJ J F.. T O W J ti T III Z I... F- O. W H. w U O� 0 1— W W �U LL ~O .. Z w U= O F ' - Z paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspectior INSPE CTION RECORD Retain a copy with permit INSPECTION NO. PER IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)4*31-3 0 P roi Type pe of Inspection: Address: Date Called: &Approved per applicable codes. O Corrections required prior to approval. COMMENTS: lk - Receipt No.: Date: Inspector: Date: F� $6 ---- I-- - .00 REINPPICL7TION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. r. Z Z' JU W 00 Coo V) W IM LL 0 5 :D CY LU' 0 W �-' LLJ LLj 5 C3 L) U), O 0 w LL —0 6i z 0 CO P = . 'Z Special Instructions: Date Wanted: a.m. Requester: Phone No: 117� &Approved per applicable codes. O Corrections required prior to approval. COMMENTS: lk - Receipt No.: Date: Inspector: Date: F� $6 ---- I-- - .00 REINPPICL7TION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. r. Z Z' JU W 00 Coo V) W IM LL 0 5 :D CY LU' 0 W �-' LLJ LLj 5 C3 L) U), O 0 w LL —0 6i z 0 CO P = . 'Z ' INSPECTION RECORD Retain a copy with permit v 5 0 INSPECTION NO. PE NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.. #100. Tukwila. WA 98188 (206)431 -3670 Y i Project: Type of Inspection: Address: c I C�53 3 s_>J J Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: -3 - V Receipt No.: Date: PA Z y W iY U O. U) a ' C0 w -J_ CO) u_ WO �: u_ cf)d = W Z • �o W ~ w U� O Cl) W W, h=- H O W Z UN O Z `.—A paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection t ;lF,y!CY;trPN}+��'\ t ,i*' Yy c s r:r��, � � a.fr rr, ;� � f !n ; � r r :•! ? •. .. .. INSPECTION RECORD Retain a copy with permit INSPECTION NO. IT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206) 1.3,7 Project: Type of Inspec io Ad r s 1 51fecial Date Calle : Instructions: Date Wanted: a. m. L,. Requester: Phone No: Receipt No.: Date: Z '~ W JU U O O W = F- CO u. . W 0 O u_ a = a �. W �O W ~ LU �p U O �. O h- WW U- �.. .• Z W U= O Z '—'' paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspectior INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE M' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenvir Blvd., #100, Tukwila, WA 98188 ( 206)431 - 3 6 0 i. 0 Prolect: I Tvoe of nspec Receipt No.: Date: 41 e .._,' .. �., Z 3: Z LLJ U 00 Cl) 0 C0 Ili 111 3: J 12 LL W O 95 U. CY LLI Z X 0 z W. 5 u O N LU Uj 3: C LL O. z Cl) 0 �z & --- a paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspectior lion: MUZ I Addres .- 5 3- Date Called: Special Instructions: Date Wanted- a412-, Requester Phone No: Receipt No.: Date: 41 e .._,' .. �., Z 3: Z LLJ U 00 Cl) 0 C0 Ili 111 3: J 12 LL W O 95 U. CY LLI Z X 0 z W. 5 u O N LU Uj 3: C LL O. z Cl) 0 �z & --- a paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspectior INSPECTION Rift' 'RD C / Retain a copy with permit INSPECTIQ14 NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431- 0 Projer,it: Type of Inspection* 211V I j Addres : — ISpecial Date Called: Instructions: Date Wanted: a rn 6�- 7 Requester: Phone No: Receipt No.: Date: I I . . d Z z W JU 00 (00 C0 w LLJ x -J I .- C0 LL W O LL CO) CY LLI z = F- F- 0 z Ir- LLI O N OH 5 W C.) F x - l'- 0 z CO) z L--j paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection INSPECTION RECORD Retain a copy with perm it g5 INSPECTION NO. PER T NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 T Prokect: Type of Inspection: Address: 151� 3 - --? 4V 15 Date Called: Special Instructions: Date Wanted: (4rn a 5 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. LA*1j ULM ra W 1 = A P. F M 01 M ME I ve OWN 9/9, ME Fe", LEHI Z J $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be --.A -*,vinn c-4--i— oi-A c..a^ inn (%-n Z z u 0 CO O co W LU -J to LL WO 2� 9-1 LL co CY W X. P 0 W �- LU LU 5 L) 0 OH W W 1: E- u. Z co M, 0 Z� INSPECTION RECORD F�� IV Retain a copy with pe INSPECTICN NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3�7 Proj ct: Type of Inspection: 4 Addres 77 L/ Date Called: Special Instructions: Date Wqnted: a.m. —2 6 - O P. - 'iir Requester: Ph e No: M Approv.ed per applicable codes. I Receipt No.: D ate: :1 Corrections required prior to approval. Z. UJI IX i C.) U 0 (00 0) W W J D LL W O 2� La U W Z F- F - Z W LIJ 5 CO �C) UJI La ti T- 01 tii Z O F-, Z I I paid at 6300 Southcenter Blvd., Suite 100. Call to sechecluie reinspection. INSPECTION RECORD Retain a copy with perm. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (2 1 3670 Projec Typg of Ins ection: Address Date Called: Special Instructions: late Want " Requester: Phone No: F� Approved per applicable codes. co rrections required prior to approval. COMMENTS: oC Ins pector D a t e4', $58.00 REji0ECTI0N FEE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: '4 4f.-J; U" 4, 4- -i� s I I Z QQ Z LU JU 00. (00 C0 LLI LLI :C -J �- Cl) LL W 5 CY LLI Z W UJ 5 : 0 UJI W L ) LL 0 z LLI Cl) 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -36 0 Pro'ect: Type nspection: ; All "VV Address: r 5 Lf\J Date Called: Special Instructions: Date Wanted: a.m. (� U� p.m. Requester: Phone No: P-6 6 -- 3 _. - a � 0 Z �W Q� J U: U O UO U) J � �LL WO } J LL Q U :3 _CY LIJI Z� t•- O Z H- W LU �p U O Cl) OH = U tL O. .. Z W U= O Z Approved per applicable codes. r-1 Corrections required prior to approval. . INSPECTION RECORD _ Retain a copy with permit j� U INSPE TION NO. PER NO. CITY- OF TUKWILA BUILDING DIVISION :..6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 - 67 Proj ct: /�F Type of Inspection: Address: L I SIJeclarInstructions: Date Called: Date Wanted: a. 3 z m. Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. OM ENTS: i A Inspect r: Date* �. r E 58.00 REINSPECT[ IF E REQUI� D. Prior to inspection, fee must be � paid at 6300 Southcent r Blvd., St(ite 100. Call to sechedule reinspection. Receipt No.: I Date: Iti Z �Z W UO Cl) w= J D LL .w O: 9-1 LL Q S F_ W Z F- 0 Z H III �5 U� O - 0 fF- WW 3:U -O ltJ Z U CO) O Z x� INSPECTION RECORD DOS_ Retain a copy with permit INSPECTION N0: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J�. oject: 0 � 1 Pd Type of Inspection: �,�ir'L � /� r •� ress: z4 Date Called: � rs a o Special Instructions: Date Wanted: �1 M. ! u Requester: Pho a No: 0 3 F Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 Inspector: � Date: � $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be I paid at 6300 S Blvd., Suite 100. Call to sechedule reinspection. ' Receipt No.: Date: rr , ^,� ( �,. •�„' Nom ,. ., 'it �.'•..�; •: •. ,... ti. ;,• - ' � .... , . r ... ?, '�. x n . : tn , ..... 'Y -•�i� r x��, *,L. •— sc-.�._.` ..vur�� ?/"' ^"8 rt...Xl:.vE:C•.,..'v".rw.r.,a _ .._ _....�..� •.. wr3. _... Z JU U O C O U: W . �LL w O U - ND = CY �w Z Z O.. W �p LU =U LL O •Z W U =. O H. Z INSPECTION RECORD Retain a copy w ith permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36k Pro*e t: Type of Inspection: Address: . // 1e-5 7 .3 5 Date Called: Special Instructions: Date Wanted: -3 Requester: ti Phone No: pproved per applicable codes. Corrections required prior to approval. El COMMENTS: Date: $58.00 REINSPECTION FEE REI aul ED. Prior to Inspection, fee must be paid at 6300 Southcentpr Blvd A to sechedule reinsnection. I Receipt No.: I Date: I I z Cr. JU 00 NO (0 LU LU x LL W O LL U) LLJ zN 0 z W LLI 5' L) co WW U- z W CO Z F-. Z INSPECTION RECORD ' Retain a co cop with p ermit INSPECTION NO. PE M NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Project: T Type of : Inspectio Address: D Date Called: Special Instructions: D Date Wanted: p.m. Requester: Phone No: � p Approved per applicable codes. Corrections required prior to approval. .. COMMENTS: a i 1 r i i E i i p-n s - qector: Dat •_. / , / l_ J $58.00 REINSPECTI N FEE REQUIRED rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z W �QQ � JU U O N CO) J N W. W O ga N :D = a �W Z F.. 1- O Z�- W W U� 0 00 WW UO Z U cf) O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION 6 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Project: fi Type of Inspection: Address: .. Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: F 1 Approved per applicable codes. Corrections required prior to approval. "- COMMENTS: Inspector: Date: ` $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: I . T,s 2 �Z WQ W W� JU 0 Co O co LU W= to U- W O L co = W fr— _ Z F.. ZO ILLI 5' UO: O �. � H W W. I•- �. LL O' ill CO3 U N. O Z INSPECTION RECORD c��'"• �I-© j Retain a copy with permit 1 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila Wa. 98188 206- 575 -4407 Project: )004,' / Type of Inspection: Address: ( r7 s. Contact Person: Suite #: Pre -Fire: Special Instructions: Phone No.: Z Approved per applicable codes. FICorrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: y(j ;-j6- Date: 0 firs.: � a $80.00 REINSPECTION FEE REQUIRED.`�\ Ou will receive an invoice from ...1ty of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 z Z '~ W UO NO W = �U- WO I U - co =W z� F- o z F- LU U� ON OH W W H LO W z co 0�.. z I f. i L�K . REVIEWED EWED FOR CODE COMPLIANCE aonaaniErl n FEB - 7 2006 Ck OfTukwilia 1BUILDINr: nillr oN N chi ffinges shall be nmde to thn s, 61 L� "t�: �L S SW ThO "T prior opp; VC1 C? 3 irlvy��c�7. 1\'071: RC-v, will require a rEW plan submi, -- and rnzy i 4:ude additional pla,i i . IIb�3 3�l- LOK S, fvtokrwilc�, Dos w 45 0 �.. .. ...... ..... �.... t..�..... ... � ...:... :.............. �... »._.... _ _ � ..r .. .�.. . 1..:.:. a... o4(:. n. w:.. v.:......«.. .�.:....:.....w.ai`.:.:- A.. l.. .. ..... SE PARATE PERMIT REQUIRED FOR: Mechanical Electrical HIV. Plumbing Gas Piping City Of Tukvr;;a BUILDING DM.SION z NN Z 1 C JU UO U O C0 w U. w O, 9 - U- a = W Z� �O z F-, W W. U� U 0 U o 1 . = U. ll. O .. z: w U =. O� Z r e 4 EQUIPMENT 51ZINO FORM Building component Description U or F Heat Loss mponent Heat loss Value Factor Footage in BTUH A. Window,5kyllte Double NFRC certified .383 17.62 202.0 3558.84 511ding d swinging Skyllte .450 20.10 8.0 165.60 Glass Door B. Opaque Door Wood 1 3/4" sG .460 21.16 0.00 Wood 1 3/8 50 .460 21.16 18.0 380.88 Insul, metal w /wd frame .200 g.20 40.0 368.00 Insul. metal w /metal fram .4"10 21.62 0.00 c. Roof /ceiling R -30 /rafter .034 1.56 0.00 Insulation R -38 .035 1.61 1058.0 1'703.38 D. Wail insulation R -21, wood studs .057 2.62 1812.0 5013.26 above 4 below grade R -1q, wood studs .062 2.85 0.00 R- 13,wood studs .082 3.71 0.00 E. Floor Over Unheated R -1q .041 1.8q 0.00 Space Insulation R -30 .029 1.33 1066.0 1422.04 F. Slab On Grade Floor R -10 .540 24.84 0.00 Perimeter Insulation 0.00 0.00 G. Basement Floor R -10 .600 2"7.60 0.00 H. Infiltration Post 1880 .018x.6 AGH 1 0.50 114020.0 "1010.00 Design Heating Load 16063.17 DHL= (heated floor area) 1734 8.26 Minimum Required Equipment 51ze = DHL x 1.0 16063.17 Maximum Allowed Equipment 51ze = DHL x 2 32126.34 (May exceed 200% of DHL if it has an AFUE of 1 10% or >) I f I Proposed Equipment 51ze (output) 155000(smailes � � BUILD t i i Z Z Q� W JU UO U �. J = F- �W W } O J ur �. N = W F- O Z 1- W W U� O� =w �. U tL O LU Z. U= Z j . JAmll,?S-ANI)1 ?RS0N ]A?SIGN, P.S. t r ;* RESIflENTIAL ARCHITECTURE '` <�;; ;' ' •,'`'• . 350 nAYTON ST. #6 EDMONTPS, WAS 98020 (425) '716 -6966 I Z 'a STRUCTURAL CALCULATIONS FOR: W JU Doak Homes Inc N W Basic J cp �- o Tukwila, WA 98188 REVIEWED FOR ME cow CODE CoMpLIANCE Q Permit No. W FEB - 7 2006 z = Plan r^• • ��:._�^ sions. z o i d WW. t �o Of Tukwila UILDINS 11TVT. ON S 1 W _ W 2003 IBC (1) �? NOT VALID WITHOUT A JOB # Z WET SI GNA TURF U) Date Eng # Desc. 0 1 12/13/2005 CA 2 original calculation Z . w 6162 1 e INE ANDERSON F WASHINGTON Catherine Anderson, Architect RECEIVED CITY OF TUKWILA DEC 14 2005 PERMIT CENTER rollb 00" DO; D Lateral Analvsis IBC 2003 R &A Job #: Description: Engineer: Governing Code: 2003 International Building Code all references in right margin are 2003 IBC unless specificly noted otherwise. [Page numbers] 1603.1 General Design Criteria 1`2691 1603.1.4 Wind Design Criteria x2701 - 1. Basic Wind. Speed 2. Wind Importance Factor 3. Wind Exposure Category 4. Internal Pressure Coefficient 5. Components and Cladding design pressure 1603.1.5 Earthquake Design Data f2701 1. Seismic Importance Factor 2. Short Period Acceleration 2. 1- Second Accelleration 3. Site Class 4. Spectral response coefficient 4. Spectral response coefficient 5. Seismic Design Category 6. Seis. Force Resisting System 7. Design Base Shear 8. Seismic Response Coefficient 9. Response Modification Factor 10. Analysis Procedure used Table of Contents Roof Walls Floors Snow Partitions Live Load (ps0 25 1609.4 [2901 40 25 ASCE 7 F 6 -5 [491 Dead Load (pso 15 10 10 1.00 10 1603.1.4 Wind Design Criteria x2701 - 1. Basic Wind. Speed 2. Wind Importance Factor 3. Wind Exposure Category 4. Internal Pressure Coefficient 5. Components and Cladding design pressure 1603.1.5 Earthquake Design Data f2701 1. Seismic Importance Factor 2. Short Period Acceleration 2. 1- Second Accelleration 3. Site Class 4. Spectral response coefficient 4. Spectral response coefficient 5. Seismic Design Category 6. Seis. Force Resisting System 7. Design Base Shear 8. Seismic Response Coefficient 9. Response Modification Factor 10. Analysis Procedure used Table of Contents 0.0 85 mph F 1609 [2841 I 1.00 T1604.5 [2 721 E 3.0 " B " 1609.4 [2901 Shear walls in the Front to Rear Direction +/-55 ASCE 7 F 6 -5 [491 6.0 +/ -10 psf 1 609.6.2.1.1 [2911 IE 1.00 T1604.5 [2 72] S 1.3357 F1615(1) [3041 S, 0.4557 F1615(2) [304] D T1615.1.1 [3221 SoS 0.89 EQ 16 -38140 [3221 Sp 0.49 EQ 16 -39141 [322] D 1616.3 [3261 1. K. T1617.6.2 [3341 8598 lbs C R 6.5 T1617. 6.2 [3341 Simplified 1617.5 [3311 0.0 General Lateral Design Criteria 1.0 Determination of Wind Forces 2.0 Determination of Seismic Forces E 3.0 Allowable Stress Design Loads i 4.0 Shear walls in the Front to Rear Direction j 5.0 Shear walls in the Side to Side Direction 6.0 Shear flow calculations 7.0 Appendix Version 7.0 Pg 0.1 z z W U U O Cl) W =. C') LL W O J ur ?. N LU �o z F_ � p U O CO WW LL W� U- z Wind Design (Method 1) IBC 2003 Simplified Wind Load Method 1609.6.2 (2911 Basic Wind Speed 8.5::.; mph 1609.3 [289], F1609 [284] Wind Exposure Category B 1609.4 [290] Wind Importance Factor i.00. 1609.5 [290], T1604.5[2721 Height & Exposure Adjustment = 1.00 T1609.6.2.1(4) [297] Wind Pressures 1609.6.2.1 [2911 i P s = X . ( w'p s30 EQ 16 -34 [291] Minimum pressures shall not be less than assuming the pressures for 1609.6 .2.1.1[291] zones A, B, C, & D all equal 10 psf, while zones E, F, G, & H all equal zero. I Roof Pitch 7 :12 or 30.256 degrees Ridge Elevation 2&5: ft Eave Height 16:25 ft Mean Roof Height, h 21.375 ft 1609.2 [289] Zone Pressures, (h)(Iw)(psso) 71609.6.2.1(1) [294j Horizontal Zones Areas & Forces, Fx F1609.6.2.1 [2921 End zone distance, 2a, where "a" equals the smaller of 10 percent of least horizontal dimension (l.h.d.) or 0.4h, but not less than either 4 percent of Ihd or 3 feet. D F x= E ( p sx'X) x =A _Diaphragm (x = 2) I.h.d. (ft) a (ft) = 3 Areas 2a (ft) = 6 Forces Diaphragm N =1) I.h.d. (ft) a (ft) = 3 Areas 2a (ft) = 6 Forces Front to Rear 85 Horizontal Pressures Vertical Pressures Over han s 65 20 A B C D E F G H E OH OH 1 12.90 8.80 10.20 7.00 1.00 -7.80 0.30 -6.70 -4.50 -5.20 2 12.90 8.80 10.20 7.00 5.00 -3.90 4.30 -2.80 1 -4.50 -5.20 Horizontal Zones Areas & Forces, Fx F1609.6.2.1 [2921 End zone distance, 2a, where "a" equals the smaller of 10 percent of least horizontal dimension (l.h.d.) or 0.4h, but not less than either 4 percent of Ihd or 3 feet. D F x= E ( p sx'X) x =A _Diaphragm (x = 2) I.h.d. (ft) a (ft) = 3 Areas 2a (ft) = 6 Forces Diaphragm N =1) I.h.d. (ft) a (ft) = 3 Areas 2a (ft) = 6 Forces Front to Rear A B C D* 65 20 100` 60 Fx = 2467 Fxmin = 2460 Front to Rear A B C D 48 7t3 . 108 F = 3046 Fxmin = 2700 Side to Side A B C D 48 7t3 . 108 Fx = 3772 Fxmin = 4290 Side to Side A B C D F = 3586 Fxmin = 3230 Version 7.0 Pg 1.1 Z W �U Q J = F- CO U- iw O L¢ U � : �w Z H H O Z �-. w U� 0 U) D f- w w. U 11. 0 ui z CO f= _'. O z Seismic Design IBC 2003 Site Clasification, Criteria Selection, & Minimum Desiqn Lateral Force 1615, 1616, 1617 Seismic Use Group story height (ft) I 1616.2 (3261 Seismic Importance Factor IE I. 00 71604.5(2721 Seismic Design Category 17175 D: 1616.3 (3261 Site Class D T1615.1.1 [3221 ? Short Period Acceleration a S 1:3357;; F1615(1) (3041 1- Second Acceleration S, : : : Q4557 :: F1615(2) [304] Seis. Force Resisting System 1. K ; ;,` TI 617.6.2 (3341 Response Modification Factor R 65: T1617 .6.2 (3341 USGS Probabilistic Hazard Lookup Link hftp:// egint. cr .usgs.gov /eglhtml /Zipcode.html Desiqn Spectral Response Acceleration Parameters 1615.1.213 (3221 Site Coeffiecient, Fa 1:0 T1615.1.2(1) (323] Site Coeffiecient, Fv 16 T1615.1.2(2) (323] Substitute equations 16 - 38 & 16 - 39 into 16 - 40 & 16 - 41 respectively, S DS = — F a • S s S = 0.89 EQ 16 -36140 (3221 S D1 = 3 F V • S 1 SDI = 0 .49 EQ 16 -39141 [3221 Simplified analysis, Seismic base shear 1617.5 (3311 V= 1.2 • S DS W EQ 16 -56 [331] R Vertical Distribution, Forces at each level 1617.5.2 [3321 1.2 DS F = 0.164 x w, EQ 16-57[332] F x= R •W x Effective seismic weight & Forces (Ibs) at Level x Diaphragm (x = 2) Fx = 4599 roof area (ft) floor area (ft) story height (ft) wall length (ft) wx 1145 1066 8 270 weight (Ibs) 17175 10660 10800 27975 Diaphragm (x =1) Fx = 5030 roof area (A) floor area (ft) story height (ft) wall length (ft) wx 76 1066 8 200 weight (Ibs) 1140 10660 8000 30600 Version 7.0 Pg 2.1 S Z �Z '~ W .t U UO N o CO W J t-- CO w. WO J U- j. N d = W Z t- o Z t-. w Uj � o U O - W AL —o .. Z. W L) O Z Allowable Stress Design Loads For Wood IBC 2003 Design shall resist the applicable load combinations of Chapter 16. t Shear resistance of diaphragms and shearwalls shall be based on Principle of Mechanics. i Design per Alternative Basic Load Combinations 1605.3.2 1274 For worse case effect with wind load, L & S shall be zero. Equations 16 -14, 16 -15, & 16 -16 become, I f D +o) w Where w equals 1.3, W equals F of the respective diaphragm, and i D shall be multiplied by two - thirds. For worse case effect with seismic load, L & S shall be zero. Equation 16 -18 controls, 0.9 D + E/1 .4 , substitute Equation 16 -51 for E (p Q,E - 0.2 S D S D) 0.9 D + , simplify & arrange variables 1.4 �0.9 -0.14 S I DS� D+ P QE 1.4 Where Q equals F of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist, Wind Design Loads, 1.3 Fx Seismic Design Loads, (p/1.4) F p Diaphragm Front to Rear Side to Side Diaphragm Force Ibs Force Ibs) x =4 4106 x = 1 x =3 x = 2 1 3208 1 5577 x = 1 1 3959 1 4199 Seismic Design Loads, (p/1.4) F p Diaphragm Force Ibs) x =4 x =3 x = 2 4106 x = 1 4491 2301.2.1 (445] 2305.1.1 [458] 1605.1 (273] 1605.3.2 (274] 1609.1.3 (283] 1605.1[273] 1617.2.2.2 [331] Version 7.0 Pg 3.1 ZZ tY Uj. D. U CO) 0. CO J H CO LL W O J. LL _. 5 a _. H O Z �-. 2: U0 O N o �- W uw v LL 0 w Z U H O Z ! Allowable Stress Design Loads For Wood - cont. i i Sum the moments about the base of a shearwall, overturning shall resist, i i (v-w) -h — ? D•W + P -w 3 2 for wind (v-w)-h - (0.9 -0.14 S DS) D -2 + P•w for seismic Where, v = shear per linear foot of shearwall l w = width of shearwall h = height of shearwall D = resisting dead load centered over shearwall i P = resisting dead load at end of shearwall { Free Body Diagram of a ShearWall P D (Vx1) h Stu YOMOM j "BOUT Oolllllln E w E. i . f , c i Version 7.0 I , Pg 3.3 I Version 7.0 Pg 4.1 Iz Z 1 L& W a 2 JU U0 J CO LL W U- Q _ d �W Z I- 0 W W U O N 0 F- W H� LL 0 W Z' U= O Z Tributary loads Seismic 61 1 1' . 1 / 1 • :.. :.. :. 110 IBC 23 05 max __...._�___ __...._____ __MMM-_____ Wind Seis I • IBC 2305 max Wind Seis % I . . 1 : 1 / • . 1 1 / • • 11 29 v 55 71 IBC 2305 max __...._____ __...._____ __...._____ __MMMM_____ Wind Seis IBC 2305 max Version 7.0 Pg 4.1 Iz Z 1 L& W a 2 JU U0 J CO LL W U- Q _ d �W Z I- 0 W W U O N 0 F- W H� LL 0 W Z' U= O Z Version 7.0 Pg 4.2 Z Z �W 2 D UO CO 0 w =. �W WO U. = �W Z H 1-0 w 25 U ON 0H W W H W Z LLI co Z -� Tributary loads • Wind Seis 1 603 . 81 1 1 • 12 66 . 97 287 0 . 78 3490 1: 25 v 114 ' IBC 2305 max IM • 1 736 =_.-.._M___ _ __.-.._____ __MMMM_____ MMMMMM�� Wind Seis!M�MMMM�M��� % e • . a' VD(X) [Ibs] 1979.64 2245.74 VT(X)[lbs] 1979.64 2245.74 11 24 v 82 94 IBC 2305 max __MMMM_____ Wind Seis . / 1 / • • s] 712 • / • • • • • • • • L 28.00 28.00 v 83 102 IBC 2305 max __MMMM_____ __...._____ __...._____ • ..-_____ Win IBC 1 • __.---_____ Version 7.0 Pg 4.2 Z Z �W 2 D UO CO 0 w =. �W WO U. = �W Z H 1-0 w 25 U ON 0H W W H W Z LLI co Z Version 7.0 Page5.1 Z Z �W aa � JU UO W= H Cf)W WO La Co D _ �- W z H F - O W H W DO O - 0E- W W H� LLO W Z U= I- - Z Tributary loads Wind Seis VD(x)[Ibs] 2788.5 2053.09 27 88 . 5 2053 1 9 . 00 • 11 1: IBC 2305 max 144 TMAX(x) [Ibs) 849 486 19 M __...._____ Wind Seis 27 88 . 5 2053 27 88 . 5 2053 1 16 169 124 IBC2305max 166 TMAX(x)[Ibs] 999 585 Iffs I �MMMM ' ' _IF MOM � Wind Seis IBC 2305 max Wind Seis IBC 2305 max Version 7.0 Page5.1 Z Z �W aa � JU UO W= H Cf)W WO La Co D _ �- W z H F - O W H W DO O - 0E- W W H� LLO W Z U= I- - Z I Version 7.0 Page5.2 Z Z W JU 0 0 (00 co Lu W = J H 0 LL W O 2 � 9-j LL< D 0 Z�- LU LU 25 Dc U co 0— 0H W W 3:5 F- LL. �- 0 z O ct) Z Tributary loads Wind Seis VD(x+1)[Ibs] 2788.5 2053.09,KMMMMMMEMI�MMMM�� % VD(x)[lbs] 2099.5 2245.74MMMMMM__Mm_ VT(x)[lbs] 4888 4298.153�=MMMMMM_=__ L 19.83 19.83 �=MMMMMM_M__ v 246 217 IBC2305max 315 TMAX(x)[Ibs] 2478 1821 =MMMMMM_Mm_ MMMMMM__M__ Wind Seis VD(x+1)[Ibs] 2788.5 2053.09MMMMMM % --------- VD(x) (Ibs] VT(x)[lbs] 2788.5 2053.09MMMMMMM_Mm_ L 11.92 11.92 v 234 172 IBC 2305 max 303 - TMAX(x) (Ibs] 2516 1550 IMMMMMM__M_ 0 prom MMMMMM__MM_ = MMMMMMM_M=_ Wind Seis VD(x+l) [Ibs] VD(x)[Ibs) VT(x)[lbs] L v IBC 2�05 max TMAX(x) [Ibs] Wind Seis VD(x+l) [Ibs] % VD(x)[Ibs] VT(x)[lbs] L v IBC 2305 max TMAX(x) [Ibs] MMMMMM__M__ Version 7.0 Page5.2 Z Z W JU 0 0 (00 co Lu W = J H 0 LL W O 2 � 9-j LL< D 0 Z�- LU LU 25 Dc U co 0— 0H W W 3:5 F- LL. �- 0 z O ct) Z Shear wall Summary Sheetinp Re Shear Transfer I Overturnind Values Wind I Se Max Wind I Seismic I Wind I Seismic I 1 - 2nd 2 - 2nd 3 - 2nd 4 - 2nd A - 2nd B - 2nd C - 2nd D - 2nd 1 - 1st 2- 1 st 3 -1 st 4- 1 st A - 1st B - ist C - ist D - 1st 1 2 2 4 2 3 SWA SW-2 SW-3 SW-4 SW-5 SW-6 Sheathing ...... . ... .... .. . . .... . .... ...... (Plf) Shear Flow X<X :X:.X. . > >< .. » » >< » (Plf) Shear Transfer Conn ectors - Cp = 1.6, Hem-Fir Connector Z (lbs) 16d Nails 195.2 lbs 2001 NDS T11N[97] 13.9 9.5 16d Slant Nails (v<150plf) 162 lbs 2001 NDS T11 N [97] 1 11.5 7.9 Simpson A35 Clip 450 lbs Simpson C-2004 [140] 1 32.0 22.0 Simpson H1 Truss Connector 430 lbs Simpson C-2004 [136] 1 30.5 21.0 Simpson DTC Clip 111 lbs Simpson C-2004 [107] 1 7.9 5.4 1/2" Diameter Anchor Bolts (2x) 912 lbs 2001NDS T11E[85] 1 64.8 1 44.5 1 1 1 1 5/8" Diameter Anchor Bolts (2x) 1328 lbs 2001 NDS T1 E [85] 1 94.3 1 64.8 1 1 1 1 5/8" Diameter Anchor Bolts (3x) 1664 lbs 2001 NDS T1 I E [85] 1 118.2 1 81.2 1 1 1 1 Page6.1 z Z W JU 00 CO a CF) W UJ N U. WO 2 � 9 U_ < Cj) =) CY UJ z 0 W �_ W W 5 CO 0 0 H W W F - LL z CO O F- z SHLAKWALL iii HULUUWN NO I tS (U.N.O.) : (1) Simpson or equal. Locate at end of shearwall u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8d =0.131 "x2' /i', 10d= 0.148 "x3 ", 12d= 0. 148'x0 % ", 16d= 0. 162 "x3' / ", 16d sinker = 0.148 "x3' /:'. (6) Install H1's on all trusses /rafters, A35's at 24 "o /c on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24 "o /c, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all trusses /rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong -Tie or equal. (7) Minimum 3x or dbl -2x stud lam'd w/ (2) -16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. HOLDOWN SCHEDULE Date: 11/27/2005 Job #: MARK HOLDOWN / STRAP *(1) FASTENERS TO (2) -STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T -1 STHD14 /14RJ (38)/(30) -16d N/A 16d @ 9 " o/c A35 @ 24 " o/c 5/8 "0x10" AB's @ 60 " o/c SW -2 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 8 " o/c A35 @ 22 " o/c 5/8 "0x10" AB's @ 60 " o/c SHEARWALL SCHEDULE Date: 11/2712005 Job #: MARK * (2) SHEATHING - APPLY TO 2x HF STUDS @ 16 "o /c U.N.O. BELOW SHEATHING EDGE NAILS '(5) ALL EDGES BLOCKED (do not penetrate past flush) BASE PLATE NAILS *(5) ROOF TO TOP PLATE, FLOOR TO TOP PLATE & SILL PLATE *(6) SILL PLATE ANCHORS w/ 2" x 2" x 3116" WASHERS *(8) SWA 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5/8 "0x10" AB's @ 60 " o/c SW -2 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 8 " o/c A35 @ 22 " o/c 5/8 "0x10" AB's @ 60 " o/c NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Return Address: Doak Homes, Inc. 11812 — 26th Ave. SW Burien, WA 98146 Title: UTILITY EASEMENT AGREEMENT Grantor: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantee: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantors Legal Description: LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 101, T23N, R4E, W.M., KING COUNTY, WASHINGTON. Grantees Legal Description: LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, R4E, W.M., KING COUNTY, WASHINGTON. Section, Township, Range: Section 10, T23N, R4E, W.M. Tax Parcel Number(s): 0733000010, 0733000020, 0733000021, 0733000025, 0733000030, 0733000031, 0733000032, 0733000033, 0733000034 CITY OF RECEIVED Page 1 of 3 JAN 0 5 2006 PERMIT CENTER I z z w JU U0 Cj) 0 W= J �- (0 LL w 0 LL a co = w z� �-- 0 z F- LU O co; OH w U 0. LLi Z co 0� z UTILITY EASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) in fee simple of lots 3 through 11, inclusive ("Grantor" herein) and lots 3 through 11, inclusive ("Grantee" herein), described in the attached Exhibit A. For and in consideration of the mutual covenants and agreements hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described lands do hereby define, declare, grant and convey to themselves and each other, the present and future owners of the lands described in the attached Exhibit A, A non - exclusive perpetual Utility Easement over, across, along, in, upon and under that portion of said Grantors land described as follows: The westerly 10.00 feet parallel with and adjacent to the east boundary of Lots 3 through 11, inclusive, as described in the attached Exhibit A. 2. This easement is for the sole purpose of the construction, use, and maintenance of utilities, together with the right of ingress and egress for such purposes. 3. Said easement is subject to a utilities easement in favor of any electric, telephone, television cable, gas, water, or sewer company, public or private, or their permittees or assigns to install, construct, operate, maintain, alter, and repair their respective utilities for servicing grantees property, together with the right of ingress and egress for said purposes. 4. Routine maintenance and repair costs of the utilities constructed within said Utility Easement shall be the sole responsibility of the owner of.the lot(s) serviced by the utility. 5. The herein easement and agreements may be amended only with the written agreement of the Grantee herein. ti 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 2of3 z Z W 2 D JU UO Cf) CO J F. LL w O �a_J LL. CO d = w z �.. f- O. w ~ w U O C1 �. wW U ~ O w z CO) o� z it a ^ l UTILITY EASEMENT AGREEMENT GRANTOR AND GRANTEE GRANTOR AND GRANTEE by: Darryl Doak, Sr. by: Estrella M. Doak Date: Date: STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this day of January, 2006, before me a Notary Public in and for the State of Washington, personally appeared Darryl Doak, Sr. and Estrella M. Doak, to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in the instrument, and on oath stated that they were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Notary Public in and for the State of Washington, residing at M commission 3 Y expires: P Page 3 of 3 �t' z Z �w D 0 v W = J F-- . N LL WO J LL ?: cY = w Z F--. F o. W LJJ �o U w F- LL O W Z U C0 Z. EXHIBIT A LOT 3 That portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of i 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 1 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 j 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 h 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; . .a.:. a::w�w{,�:y.«. - ; z Z �w QQ JU UO w= CO L w O a� u- � = w z� z� U.1 LLJ � o U O U) W O ..z w U U P H O z EXHIBIT A, continued. Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; Z . �z EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds w recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South l 1 Street Extension by i O Deed recorded under recording number 3120159. p (Also known as Lot 4, Bennett's Interurban Tracts, less streets.) to w � H to u- w O LOT 5 The south 49.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 U and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, Q D 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 t- _ the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of ? ~- land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded z O August 7, 1913; w D Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument o set at the intersection of said released lands with the east marginal line of the Pacific Highway; p N Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line �- = parallel to and 80 feet south of the south line aforesai released lands and the True Point of Beginning; U Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; — 0 Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western Z margin of the right of way of the Puget Sound Electric Railway; v CO Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said o 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; 'i � , ,......r �.. .... �.. . � ..i.. :..... �. �_... �. � .. ..... ..:.. ... . t�� ...�u„ wi+:i... .e.r'..C�., .i:...�:.. ... �. :.a:.:,d,::4JC«..w,i.;r�..l: ar+.. i:: Lti.« �. 1sai: fi. i�: v, t« 'w1�a.M «:.ti:utn.w•:�ts:�a;..ua� a.,t::atiire.;:'.,,....a, *�,.y:::— �:+','f�.:,. 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 QQ JU U N CO w J = CO w w O LL ¢ CO = CJ F . w z F- F- O z F- w w D� ON O F- LU W F - w z ui U= O z EXHIBIT A, continued. (Also known as Lot 7, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. z �z w LOT 8 The north half of tract of land in the southwest quarter the northwest quarter of Section 10, Township 0 23 North, Range 4 East, W.M., in King County, Washington, described as follows: 0 p 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 -J stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish UJ UJ p 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 "- D Pacific Highway; = d 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; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; z O- Thence North 76 1 55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western Q of the right of way of the Puget Sound Electric Railway; j margin co Thence northwesterly along said westem margin of said right of way 86.85 feet, more or less, to a line o 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, t more or less, to the Point of Beginning; ui z EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording v r? number 3124198; z (Also known as Lot 8, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 9 The south half of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 1 05'00" East along the east marginal line of the Pacific Highway, 407.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; 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 UO CO LU J = CO u_ w O UQ d =w zF- }- O z F- w 013 ON off W E- u_ O - i Z U O z EXHIBIT A, continued. LOT 11 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of lands released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east boundary line of the southwest quarter of the northwest quarter of said Section 10; Thence North 00'04'10.7" West along said east boundary of the southwest quarter of the northwest quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric Railway; Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of Beginning; EXCEPT the north 40.00 feet thereof; AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 11, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. a z '~ w � JD UO w =` J �... Co U- w J U- ?. U f-w z� �O z�- 25 D O -, o F- wW �O LLi z U M H= O z 1:5 FILE COPY Permit No. i Return Address: Doak Homes, Inc. 11812 — 26th Ave. SW Burien, WA 98146 Title: PRIVATE DRAINAGE EASEMENT AGREEMENT Grantor: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantee: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantors Legal Description: LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, R4E, W.M., KING COUNTY, WASHINGTON. Grantees Legal Description: LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, R4E, W.M., KING COUNTY, WASHINGTON. Section, Township, Range: Section 10, T23N, R4E, W.M. Tax Parcel Number(s): 0733000010, 0733000020, 0733000021, 0733000025, 0733000030, 0733000031, 0733000032 ,0733000033,0733000034 Page 1 of 3 RECEIVED CITY OF TUKWILA JAN 0 5 2006 PERMIT CENTER INCOMPLETE LT R # v0q z iF— Z 0! W QQ � WV 00 N 0 co W W = 1-- 00 U W O U- . I.— W z _ z I E O z t— WW O ct) O� o 1--, WW � z LLi 0 1-- z t, PRIVATE DRAINAGE EASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) in fee simple of lots 4 through 10, inclusive, described in the attached Exhibit A ("Grantor" herein), and lots 3 through 11, inclusive, described in the attached Exhibit A, ("Grantee" herein). For and in consideration of the mutual covenants and agreements hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: Grantor hereby defines, declares, grants and conveys to Grantee, it's heirs, successors and assigns, a non - exclusive perpetual Private Drainage Easement over, across, along, in, upon and under that portion of said Grantors land described as follows: The westerly 15.00 feet parallel with and adjacent to the east boundary thereof of Lots 4 through 10, inclusive, as described in the attached Exhibit A; Together with the southerly 5.00 feet parallel with and adjacent to the south boundary of Lot 8, as described in the attached Exhibit A; And together with the northerly 5.00 feet parallel with and adjacent to the north boundary of Lot 9, as described in the attached Exhibit A; The herein Private Drainage Easement is granted and accepted subject to the covenants, reservations and conditions described as follows: 1. This easement is for the sole purpose of installation, operation and maintenance of a storm water drainage facility to be used for collection and conveyance of storm and surface water from said Grantees and Grantors property, together with the right for Grantee to enter said drainage easement for the purpose of installation, operation and maintenance of the drainage facilities contained within. 2. Maintenance costs of the drainage facility constructed within said easement shall be borne solely by Grantee, their heirs, successors or assigns. 3. The amount and type of maintenance to be performed on the drainage facilities shall be determined by majority vote of the lot owners. Each lot shall have one vote regardless of the number of owners owning any lot. For the purpose of maintaining the drainage facility within said easement, each fee simple owner using the drainage facility shall be assessed a proportional share of the actual cost of such maintenance. Such assessment, together with interest thereon, and costs of collection as herein provided, shall be a charge and become a continuing lien on the owner(s) land on which assessment is made and shall be the personal obligation of said owner(s) at the time the costs are incurred which form the basis of the assessment. If any assessment is not paid within thirty (30) days after it is due, the assessment shall bear interest from the due date at the rate of twelve percent (12 %) per annum and any of the said Page 2 of 3 . .. .. .. .. � . .. ... ..... ....... .... ., ,..... ....... .. ..�, ...., .. :.w+...,.:.r . - Jr+auwusw✓ '. L. L. acd:, a: �uwi .:F:GwaimM+rii:.t��'iSasiBil� w».Jw z ;= z �w � UO N o CO W J = F- S2 LL W O LLQ CJ) i d F- w w ~ w U 0 - o �- Ww F- L O ..z w CO OF- z A 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 y, judgment. The lien of the charges provided for in this instrument shall be subordinate 'ry to the lien of any bonafide mortgage or deed of trust. The herein easement and covenants may be amended only upon the written agreement of the Grantor and Grantee herein. This easement shall run with the land and shall be binding on all parties having or acquiring any right, title, or interest in the land described herein or any part thereof. GRANTOR AND GRANTEE GRANTOR AND GRANTEE by: Darryl Doak, Sr. by: Estrella M. Doak Date: Date: STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this day of January, 2006, before me a Notary Public in and for the State of Washington, personally appeared Darryl Doak, Sr. and Estrella M. Doak, to me known to be the individual(s) that executed- the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in the instrument, and on oath stated that they were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Notary Public in and for the State of Washington, residing at My commission expires: Page 3 of 3 Z Z a! � 5 UQ CO J = N a_ W O � LL Q U� = a F . w X. z� �O Z �- w �5 U� O- o �- w �U o w z U= � F- z EXHIBIT A LOT 3 That portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; EXCEPT the south 101.00 feet, as measured perpendicular to the south line thereof; AND EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for that portion lying north of the south boundary of the lands deeded to the State of Washington for the South 116` Street Extension by Deed recorded under recording number 3120159. (Also known as that portion of Lot 2 lying south of South 116`' Street and Lot 3 of Bennett's Interurban Tracts, less streets.) LOT 4 The north 52.00 feet of the south 101.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter* of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along' said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; 'Fia.i_. :.,...: .... }, .. �_ . .. .. ': .....:,. .:. :.:. ...:::. .... �: ,,: ..:., �w. �:.:..:.. �» �+ ti�<' a;:.: 1:' u..N �::.:: v; a.. e. �,. , en.';.r:.irS , J , r:,. , :wau4`• , •• zap ��. il: m; i , niu�i�K6ti , �niEad:Aiar':L:::9L" �tuw.': k3i. Leavn+%: iMi�, a ,F.JiJ.�ax+.. =:n�S:�ie.I.�icik. .a�..i" ...s..,:�iFi�ii.: +. z ' 1w D_ M UO (/) CO W J = CO LL w LL ¢ CO D = z W M I- O w ~ W gy U ON U �- w LL —0 iii z UN P _ O z EXHIBIT A, continued. Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; Z EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds w recorded under recording numbers 3122159 and 3120159; 6 7- AND EXCEPT for portion deeded to the State of Washington for South I I6' Street Extension by v 0 Deed recorded under recording number 3120159. v 0 (Also known as Lot 4, Bennett's Interurban Tracts, less streets.) � H CO L 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, u- 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 _ the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded z O August 7, 1 913; 2 UJ 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; v O co Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line 0 parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; z U Thence South 13 *05' East along the east marginal line of the Pacific Highway 236 feet; °55' LL o Thence North 76 East, perpendicular to said highway 200.29 feet, more or less, to the western - Z margin of the right of way of the Puget Sound Electric Railway; v co Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said 0 H line parallel to and 80 feet South of the South line of aforesaid released lands; Z Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South I I6` Street Extension by Deed recorded under recording number 3120159. (Also known as Lot 5, Bennett's Interurban Tracts, less streets.) LOT 6 The north 46.00 feet, as measured perpendicular to the north line of a Tract, described as follows: A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; i EXHIBIT A, continued. Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 °55'00" East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 229.38 feet, more or less, to western margin of said right -of -way 93.68 feet, mor or less, to a line 89 feet from and parallel to the south line of this Tract; Thence South 76 0 55'00" West along said line 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 6, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 7 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 °55'00" East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 229.38 feet, more or less, to western margin of said right -of -way 93.68 feet, more or less, to a line 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT the north 46 feet as measured perpendicular to the north line of said Tract; AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; z '~ w o j JU UQ co w N J = f- CO u- WO u— � a = W z� I- O z F— w W U O CO O I- W I- H O W z CO O z EXHIBIT A, continued. (Also known as Lot 7, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 8 The north half of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 407.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 8, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 9 The south half of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 0 05'00" East along the east marginal line of the Pacific Highway, 407.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; yA,;' _ ...»i:� ,,:, y�, u:. ��. ,i,:i�u�aN•'.u.L:L:G +:.c:jeaL�, �.±Yn� aa..�uai:. "�x�...:.W:..,....0 ; Laws:.. w: s' ..iu,u•:i_::�cr.,;,fti+.sm..:�uu .:) uts;• 5:. �: cc�.. az i. s:: t' �. s. �:+'.::; u. xrw «.i.:'w�s....ii:l..,::nri,:u. z i� `~ w � D JU UO Cl) CO J= H CO U- 0 LL D CY = w F - O z r-. w w U� ON LU LU u" O z ui U= O z EXHIBIT A, continued. Thence North 76 °55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 9, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 10 The north 40.00 feet of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east boundary line of the southwest quarter of the northwest quarter of said Section 10; Thence North 00'04'10.7" West along said east boundary of the southwest quarter of the northwest quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric Railway; Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 10, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. z z �w QQ JU U Cl) C3 J = H CO) u_ w O U- U� �w z t— O w 2 5 0 ON 0H ww H- M LL O z w co P �. 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: 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 V D 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; v o Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument vi w set at the intersection of said south line of the said released lands with the east marginal line of the � H Pacific Highway; CO LL w w O. Thence South 13 1 05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the 0 Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; LL Q Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east CO d boundary line of the southwest quarter of the northwest quarter of said Section 10; F- _ z Thence North 00'04'10.7" West along said east boundary of the southwest quarter of the northwest F. quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric z O Railway; w w Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet v o. from and parallel to the south line of this Tract; O C Thence South 76 1 55'00" West along said parallel line 263.13 feet, more or less, to the Point of Beginning; = v U. H: EXCEPT the north 40.00 feet thereof; — O z AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under ui CO o H recording number 3124198; Z (Also known as Lot 11, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. PERMANENT FILE COPY AFTER RECORDING MAIL TO: Doak Homes, Inc. 11812 26th Avenue Southwest Burien, WA 98146 20051027002141 CHICAGO TITLE WD PAGE001 OF 006 i 10/27/2005 15:50 KING COUNTY, WA E2165004� 10/27/2005 15:48 KING COUNTY, WA TAX 1y9,973.00 SALE $560,000.00 PAGE001 OF 001 STATE OF Washington } County of Y, l N G } SS: Grantor: Cedar Grove Properties, LLC Grantee: Doak Homes, Inc. STATUTORY WARRANTY . DEED f /„ Abbreviated Legal LOTS 2, 3, 4, 5, 6, 7, 8, 9, 10, AND 11, BENNETT'S INTERURBAN TRACTS IJNREC RDED. Assessor's Tax Parcel Number(s): 073300 -0010 -02, 073300 - 0020 -00, 073300 -0025 -05, 073300- 0030 -08 THE GRANTOR Cedar Grove Properties, LLC, a Washington Limited Liability Company for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to Doak Homes, Ina, a Washington Corporation the following described real estate, situated in the County of King, State of Washington. LOTS 2, 3, 4, 5, 6, 7, 8, 9, 10 AND 11, BENNETT'S INTERURBAN TRACTS UNRECORDED. SEE ATTACHED EXHIBIT "A" FOR FULL LEGAL DESCRIPTION Subject to Easements, Restrictions, and Reservations of Record. Dated d 0Q F_ Cedar Gr ve r er es, C Maz m L, Vortman,, � f S sol Member I certify that I know or have satisfactory evidence that Marlin L. Vortman isfew the person(•}• who appeared before me, and said person(s) acknowledged that he signed this instrument, on oath stated he is/are authorized to execute the instrument and acknowledge it as the Sole Member of Cedar Grove Properties LLC to be the free and voluntary act of such party(ies) for the uses and purposes mentioned in this instrument. Dated: I Notary Public in and for the State of Washington 1 Residing at s r My appointment expires: Jf Z if Z �W QQ JU UO W W NW WO U. N CY = W H Z� I-- O Z F— LU LLj 2 0 D Cl O� O F— W E-• IU--- � O •• Z W U =. O Z CHICAGO TITLE INSURANCE COMPANY Order No.: 001168930 LEGAL DESCRIPTION PARCEL A: THAT PORTION OF GOVERNMENT LOT 6 AND THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: i BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 10 AND THENCE RUNNING SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 10, 1168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF PROPERTY RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT COMPANY BY INSTRUMENT RECORDED AUGUST 7, 1913; THENCE EAST AT RIGHT ANGLE ALONG THE SOUTH LINE OF SAID RELEASED LANDS, 924.51 FEET TO A MONUMENT SET AT THE INTERSECTION OF SAID RELEASED LANDS WITH THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY; THENCE SOUTH 13 0 05' EAST ALONG THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY 82.14 FEET TO A LINE PARALLEL TO AND 80 FEET SOUTH OF THE SOUTH LINE AFORESAID RELEASED LANDS AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 13 0 05' EAST, ALONG THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY 236 FEET; THENCE NORTH 76 0 55' EAST, PERPENDICULAR TO SAID HIGHWAY 200.29 FEET, MORE OR LESS, TO THE WESTERN MARGIN OF THE RIGHT OF WAY OF THE PUGET SOUND ELECTRIC RAILWAY; THENCE NORTHWESTERLY ALONG SAID WESTERLY'MARGIN OF SAID RIGHT OF WAY 201.43 FEET, MORE OR LESS, TO SAID LINE PARALLEL TO AND 80 FEET SOUTH OF THE SOUTH LINE OF AFORESAID RELEASED LANDS; THENCE WEST ALONG SAID PARALLEL LINE AND 80 FEET SOUTH FROM THE SOUTH LINE OF RELEASED LANDS. 168.23 FEET 012' 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 N EXCEPT FOR PORTION DEEDED TO THE STATE OF WASHINGTON FOR SOUTH 116TH STREET EXTENSION BY DEED RECORDED UNDER RECORDING NUMBER 3120159. (ALSO KNOWN AS LOTS 2, 3, 4 AND, BENNETT'S INTERURBAN TRACTS ACCORDING TO THE UNRECORDED PLAT THEREOF, LESS STREETS.) PARCEL B: THE NORTH 46 FEET AS MEASURED PERPENDICULAR TO THE NORTH LINE OF A TRACT, DESCRIBED AS FOLLOWS: A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: LWALI /RDA /; N z Z �aa W� JU cU 0 ND J = I- CO W W O q J LL Q cf)� Z �W z = F- 1- z I- W �p U O� �H W W ~ F- �O W z U cf) O z CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10 AFORESAID, 1,168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST 7, 1913; THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE OF THE SAID RELEASED LANDS WITH EAST MARGINAL LINE OF PACIFIC HIGHWAY; THENCE SOUTH 13 0 05'00" EAST ALONG SAID EAST MARGINAL LINE OF THE PACIFIC HIGHWAY 318.14 FEET, TO THE POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 0 05'00" EAST ALONG THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY 89 FEET; THENCE NORTH 76 0 55'00" EAST PERPENDICULAR TO SAID HIGHWAY 229.38 FEET, MORE OR LESS, TO THE WESTERN MARGIN OF THE RIGHT -OF -WAY OF THE PUGET SOUND ELECTRIC RAILWAY; THENCE NORTHWEST ALONG SAID WESTERN MARGIN OF SAID RIGHT -OF -WAY 93.68 FEET, MORE OR LESS, TO A LINE 89 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS TRACT; THENCE SOUTH 76 0 55'00" WEST ALONG SAID LINE 89 FEET FROM AND PARALLEL TO THE SAID SOUTH LINE 220.29 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3124198; (ALSO KNOWN AS A PORTION OF TRACT 6, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON; TOGETHER WITH A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10 AFORESAID, 1,168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST 7, 1913; THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE OF THE SAID RELEASED LANDS WITH EAST MARGINAL LINE OF PACIFIC HIGHWAY; THENCE SOUTH 13 0 05'00" EAST ALONG SAID EAST MARGINAL LINE OF THE PACIFIC HIGHWAY 318.14 FEET, TO THE POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 0 05'00" EAST ALONG THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY.89 FEET; THENCE NORTH 76 0 55'00" EAST PERPENDICULAR TO SAID HIGHWAY 229.38 FEET, MORE OR LESS, TO THE WESTERN MARGIN OF THE RIGHT -OF -WAY OF THE PUGET SOUND EXLLGALC /RDA /06W I� Z Z Q W W� JU UO N a W = H CQ LL WO J LL j co cy = W ~ 2 Z F.. I- O W ~ W U� O� D F- W W. U LL O lLl Z, U= O Z CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: 0 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 -I4AY 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); EDa r-ALC /RDA /0699 .�:,. �..... ..�.. ... _. �....3.. •` r a_.,.:.:..�a..:.ws.,wi ..: n:;.,. w. K....:... r...,;e +.,t,u:+,..u.- ......4a 1f.:c:,vayL�r,.,ySM�C.iui� ' .. : ' : M%. - • ..F. � i M3: Cll .c�.ui.'i.#raLJsat.LJ:.Lli3i' Z J- Z. �W QQ� JU 0 N C J = I- NW WO J IL Q N = = �W Z H Z O W W U(3 O- O F- W F- 0 W Z U= O Z k 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.Mr, DESCRIBED AS Z FOLLOWS: Z BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 Q EAST, W.M.; r V THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10 00 AFORESAID, 1168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE u W LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST � H 7, 1913; 52 u- THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS Lu 0 924.51 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; La J THENCE SOUTH 13 °05'00" EAST ALONG SAID EAST MARGINAL LINE OF PACIFIC HIGHWAY co d 0 487.14 FEET, TO POINT OF BEGINNING OF THIS TRACT; 2: THENCE SOUTH 13 0 05 1 00" EAST ALONG SAID EAST MARGINAL LINE OF PACIFIC HIGHWAY Z 80 FEET; 0 THENCE NORTH 76 0 55 1 00" EAST AT RIGHT ANGLES 267.51 FEET, MORE OR LESS, TO THE zE EAST BOUNDARY LINE OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF LU ? 0 SAID SECTION 10; U THENCE NORTH 00 0 04 1 10.7" WEST ALONG SAID EAST BOUNDARY OF SOUTHWEST QUARTER 0 co --- 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; W :co w THENCE NORTHWEST ALONG SAID WEST MARGIN OF SAID RIGHT -OF -WAY 35.35 FEET, u MORE OR LESS, TO A LINE 80 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS O 0 TRACT; THENCE SOUTH 76 0 55'00" WEST ALONG SAID PARILLEL LINE 263.13 FEET, MORE U co OR LESS, TO THE POINT OF BEGINNING; O Z EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTONV 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 TUKWII:A, : 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, WI'sSHINGTON 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 /06W I CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: F+ CXG ALC /RDA /0689 Z Z mo w. u� D' J U' U O N LLJ F- (j) LL w O . LL Q Co �. = W Z Z O. W LLJ 2 =y U O �` N' O I— WW U U. ~O •• Z W U N; O Z DUWAM1 SH R ---------------------- - - --+- Z 4� 1 1 r w D L) 0 Cl) a C0 LLJ LLI :r -J D LL W �a U) :3 Cy LLI Z F- 0 z F- LLJ LLj 2 5 D 0 L) CO 0 F- LLJ X U. 0 z 3: O Z Vol otns A L 00 1313.3'o Ic S L 0 28 E a C"s as 47.05 " 1 i 4 > P LC LP w W 0025 LA 4400 Ln Nr LOT % 400 10 n 00M 12 07 lc IUS 14 Z 4� 1 1 r w D L) 0 Cl) a C0 LLJ LLI :r -J D LL W �a U) :3 Cy LLI Z F- 0 z F- LLJ LLj 2 5 D 0 L) CO 0 F- LLJ X U. 0 z 3: O Z ILA, �� �� * � C ity of T ukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director ............ 1908 February 16, 2007 Darryl Doak Sr. 11812 26 Av SW Burien WA 98146 RE: Request for Extension Development Permit No. D05-427 &WIMS Doak Homes, Inc. — Lot 10 & 11 Dear Mr. Doak: This letter is in response to your written request for an extension to Permit No. DOS-427 and D05450. 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. WA VOV/ n n�ife Marshall M� File: Permit No. D05-427 & 450 PAJenniferExtension Leuers\Pern its\2005005427 & 450 Permit Extension.doc Page I of I jem w U0 0 CO) C3 Cl) w W c) U- w 0 LL a. cl) W F- 0 Z F- UJ LLI 5 0 U C0 �0 W UJ 3: 5 F- — 0 ill Z U N F- z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax. 206-431-3665 REGEIVEt z -w JU O O UO W= J � N LL wo U. = w z� �-- O z f--. W �o ;o O �- w �U L LLi z ` P _ O z 1908 01 -02 -2007 w gsy �z i • DARRYL E. DOAK, SR. 11812 26 AV SW BURIEN WA 98146 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D05A50 11653 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 writine and drovide 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, er shall, Pennit Tec 'ciao xc: Permit File No. D05450 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 Z Z �W QQ JU U CO U) J �-. N LL W O go LL Q U� = F.. W Z 1— O Z f— w w U� O- 0 H WW LO W Z U H O F=— Z 'r r, DARRYL E. DOAK, SR. 11812 26 AV SW BURIEN WA 98146 City ©f Tukwila Steven Avl. Mullet, Allayor Department of Community Development Steve Lancaster, Director RE: Permit No. D05 -450 11653 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 280 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 wittin; 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 08/09/2006, 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, MA. 14-_\ e i r M�hall, P t ician xc: Permit File No. D05450 6300 Sounccenter Boulevard, Suite n /00 • Tukwila, Washingron 98188 • Phone: 206 -=131 -3670 • Fax: 106. 431.3665 Z �z il�- W Cr. JU UO to o J = S2 LL W :3 LL Q to +(3 F.. W Z ��.. 11-0 Z W U� O CO. o�- W W ILL O W - Z UZ O Z City of Tukwi Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director �soa Z December 15, 2005 Z u! QQ JU 0 Darryl•E. Doak, Sr. CO W Homes, Inc. D oak J = 1181226AvSW F— Burien, WA 98146 LL w O RE: Letter of Incomplete Application # 1 L Development Permit Application D05 -450 Doak Homes, Inc. — 116xx East Marginal Wy S (Lot 11) = 0 Dear Mr. Doak: �W Z I— O This letter is to inform you that your application received at the City of Tukwila Permit Center on December 14, Z H w W 2005 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) need to be addressed: U O— Buildine Department: Allen Johannessen, at 206 431 -7163, if you have any questions concerning w the attached memo. H V LL Plannin Department: Carol Lumb, at 206 -431 -3661, if you have any questions concerning the e Z attached memo. U) Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other O ~ Z documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted 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, Je i r arshall Permit Technician Enclosures File: Permit D05 -450 P:Uennifer \Incomplete Letters \D05 -450 Incomplete Ltr # I .DOC 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 l' •+1 Determination of Completeness Memo Date: December 15, 2005 Project Name: Doak Homes Inc. Permit #: D05 -450 Plan Review: Allen Johannessen, Plans Examiner l" y A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11 x17 to maximum size of 2436; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 Provide a site plan to show a footprint of the building with building setback dimensions that meet property setback requirements. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • ... .,:•..... .. ., ..: -: ..�. .�_ ,.•_ ........ .. .: ✓.:eri•.,,G.t.:cm:.»ua,�N ..i.t:.: +.r;..�:a« •, t. J.:. ,.�w.. •a+..Ji.7k�,c + w.,t se.. s.... icn .U*)«;.��:�.ftc.�.. «- sz1,..:�. ..•hut t:i, Z '~ w JU UO Cl) a CO �LL W O 5 L? CO) d = w Z� 1-- Z F-- w U� o C W U- .. Z W CO O ~: Z x f Y tt 2 .�r r� PLANNING DIVISION COMMENTS DATE: December 15, 2005 CONTACT: Darryl E. Doak, Sr. RE: D05 -450 ADDRESS: 116xx East Marginal Wy S ZONING: LDR Planning Division of DCD has reviewed the permit revision application. The application is deemed incomplete. The applicant needs to provides the following: 1. Provide a site plan with dimensions, set backs, etc. t j z Z ul U O- CO o. CO) J � N LL , W O LL ¢. �a = w z�' �O z F- w LIJ U� O D F- W W 2 LL � —O 111 z: U =: Z 7"PERMIT COORD COPS' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -450 PROJECT NAME DOAK HOMES, INC. DATE: 01 -05 -06 SITE ADDRESS 11653 35 LN S, LOT 11 Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: BuiIlfYing Division Fire Prevention L_ Planning Division Pu lic Works Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 01-10-06 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 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 02 -07-06 Approved ❑ Approved with Conditions d Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/rouling slip.doc 2.28 -02 :�.� :�.l r`•'x, . asw�•:�u;nc;:C.l.u1: «u:,,Cz .�t %rk:F. Gm.•5_.r..xr.�s., . ui.. .c.:,+u:d•.'v�xal..ss.�.cxevz+s `.:1:.+u,'ln4aaf.�.r;..:vw.: w: i�tiG :�.«:.,:r. ^Sxt.i.:w�L "xwv.. s+d :sL r, r_ ,, :s ,,,y, t,�;:i.r ',3w..�.� Tce. z iH w JU 00 Cl) 0 C0 LL1 J � U. w �Q = z WO W O ct) O� o� = U H LL ..z w U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -450 Response to Incomplete Letter # PROJECT NAME DOAK HOMES, INC. SITE ADDRESS 11 6X EAST MARGINAL WY S, LOT 11 X Original Plan Submittal Response to Correction Letter # Revision # After Permit Issued DATE 12 -14 -05 DE PARTMENTS: �� �11 MV e,, 1Z X5 _ 0 Bu�ld�ig V isron Fire Prevention ❑"J Public Works Structural ❑ Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thur .) Complete ❑j Incomplete Comments: DUE DATE: 12-15-05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: t2� �S(p� LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping [ ( PW ❑ Staff Initials: / TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions❑ Notation: REVIEWER'S INITIALS: DATE: DUE DATE: - 01-12-06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenlshouling slip.doc 2.20 -02 • ',.;.:.,.. �.v.��,.L�:..:...t.+..: �_� s:.�.:.,..:....r..4..:..:.s, . r....,. �a.,...:., ,.+.+iu..,..�suet:..i:i.k4...:. �- .w�uu.ii.a�`..y.;."rFlsx s �Snn..,...1.a: iii: :.:r:.a.?'r�Ya.:.Fetisa;,.'s:a'• :e. i;A,'M:ust,!+.:te::!.V.�,u ��:r,�.a.., i.i LYii_;w,:sx �� xG E s: ' 7 � � i ::a, � .4 ". -� . u7:' �r•Y?, q `r U. � `�r`51~Y fi ,e � 14.la.ttgps <+rY =`4 4#,.r a ; "• z �Z JU 0 Cl) J = I-- �w w 0 LL? C =w ? t- ZO W LLI U ON in I— ww LL z W O z J k J��11LA,�iy��y Of �� O 1908 REVISION. SUBMITTAL 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: / /lviviv.ci.tulnvila.wa.its Steve: M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through tit mail, fax, etc. Date: 1 Plan Cheek/Permit Number: D05 -450 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Doak Homes, Inc. , . 3 r0; Project Address: Contact Person Darryl E. Doak Sr. Phone Number: Summary of Revision: — r - pq4rxfl & aS L te f e� AECENM en- or ru .mrr cF-NT AF1 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: wiob P Entered in Permits Plus on 1 .5 —, 0(- pplications \forms- applications on line evision submittal Created: 8 -13 -2004 Revised: . , .• n..ti...t��l "' syii;,e;:�w,.' lays, 3:`x«i;'pt:.:iaifiE+Xi`,'��eu� "tK:'t�4"� -��T. rr�k' .w xw+�'+rw�lr •'�.aa+�++,mReaM�e zz W a D JU UO N U C0 W J = N LL w 0 �Q �D = CY �w Z = f- HO z F— w �o U ON o f- w w. F- � U= O z ReL .lential Sewer Use Certific, .ion (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 t)/). / (Last, First, Middle Initial) Property Tax I.D. Number Subdivision Name Subdiv. # Lot # f Block #_ Building Name L (if applicable) Property Street Address City, State, Zip Owner's Mailing Address �/ %�/� ` : 7.�1 15 /P 5'. ele (if different from - Owner's Phone Number ( 0 ") , �'�! �" ;; �' 7 Property Contact Phone Number ( ) S -e Party to be Billed (if different from owner) Party's Mailing Address City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? O Yes ❑ No Type of building demolished? Sewer disconnect date? Please check appropriate box: 2 Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Pfex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 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 King County use:' Account # Monthly Rate Six Month Due ` 3 ` 1 5 ti Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmissi n of corrected data for determination of a revised capacity charge. Signature of Owner /Representative /�- �.�' i`� ;���. Date Print Name of Owner /Representative 1 1 1 1 '-/_' 1, . ')41 1057 (Rev. 8/01) White — King County lYellow — Local Sewer Agency Pink — Sewer Customer '� �±:� }' l�.'. 1'.Y;� :x �. �i« 4��au+ �' tu�o�ir.. ��lru`. uilSaiiiM1 ::i'i.i4'w`�W't'.T.EW,4VT0.YA' Y 6 r ay i.::.�..h; ; 2 ;.tl .r I z i� H W UO UU J = f— CO r C W 0 C J LL J d W z �... z� WW U � ^ C 0 0 I_ W W F- U_ U W z U= O z ��r l WW HI W W W W W W gas G m a i Ilk " I, ei LI' 3 k� - �VL7�� it► i ,, it �> vt % ICLT* U) wt c 1 ir1/�eT �S V_ 0� - 330000zo wP� 1Jo u�. X/o p�33� 33aoW 3 4 Lor 1 !i 5— ;a Z -L\ L•-o7 ,3 4 a 3 lvr y 4 ?y Lor S d UcLk v�T Q Cj W\2 CL •}- Z 5 UO 0 W U. W O L� cl)a r_ W Zo 5 U� O CO. D 1— W U LL z Cl) o~ z Li Lor 1 !i 5— ;a Z -L\ L•-o7 ,3 4 a 3 lvr y 4 ?y Lor S d UcLk v�T Q Cj W\2 CL •}- Z 5 UO 0 W U. W O L� cl)a r_ W Zo 5 U� O CO. D 1— W U LL z Cl) o~ z -. .WM..M('#!"A.•J+RMS'..V.1.Y.7vK • I .V. YV/'VVVVV TOWIt /A 98168 h , Phone: (206) 242 -3236 Fax: (206) 242 -1527 X Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: • Be Completed by • • Purpose of Certificate: 0 Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ • Short Subdivision ❑ Rezone Proposed Use: 18 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: o G J Phone: ;Z66 e, r 6 - 6 00 Property Address or Approximate Location: Tax Lot Number: 3 IC a3'F Nt� W S 0 73 3 0 0— 00 Legal Description (Attach Map and Legal Description if necessary): Par f n'1` lob 3- l �� 13 e- n n e lf T►, � �v � r 6r h T' YO- c.'�"1 Part B: (To Be Completed by Sewer Agency) 1. f a. Sewer Service will be provided by side sewer connection only to an existing size sewer co feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach 'the site; and/or ❑ (2) the construction of a collection system on the site;.and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ / "°— a. District Connection Charges due prior to con ection: ((_VV Y're-v,fIY GFC: $ 4. SFC: $ 5 7'i S` UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required Maybe Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of ignature. 04 -A By Title Date 77 . t _.:��t.:ro..u.�. �c::.L�,r: vxJaN. 4U. iAr7h 'i'F��.�:.�,u:xY.;.+rj:r•1;s • c. ii::tu:�k.^Ck.:�,t•,.J :uanr,:aaQr.•� - '�^Nibi1'A' L'Li;�i ss' "u� ' ni.Gs11,F Z F- Z W D JU UO ND W = H CO LL WO J LL ca = w F- 0 Z�_ W �5 U� ON 0H W �O . Z . W 5 0 H z 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 U BI 601329337 Ind. Ins. Account Id 58243002 Business Type CORPORATION Address 1 11812 26TH AVE SW Address 2 Impaired City SEATTLE County KING State WA Zip 98146 Phone 2062466587 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/9/1991 Expiration Date 8/8/2007 Suspend Date CBIC Separation Date 08/01/2001 Parent Company Previous License DOAKH* *10605 Next License #3 Associated License Business Owner Information Name Role Effective Date Expiration Date DOAK, DARRYL E SR 01/01/1980 DOAK, ESTRELLA M 01/01/1980 Account Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date Until #4 CBIC SC9910 08/01/2001 Cancelled 512,000.00 08 /01/2001 #3 CBIC SC991 008/01/2000 08/01/2001 56,000.00 Pagel of 3 Z }- Z �W Q � J V UO Cl) 0 LU J � CO W. W } O �J lL Q N� = �W Z I•- H O Z 1-- W W U� O N � H UJ W H C.). O W Z U= O Z https:H fortress. wa. gov /lni/bbip /printer.aspx ?License= DOAKHI *092NZ 02/10/2006 r f 4 &ENERAL. NOTES 1 CONTRACTOR SHALL VERIFY ALL EX15TlN6 5M CONDITIONS FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. SITE CONDITIONS INCLUDE, 501L. TGPO6RAPHY, REQUIRED SETBACKS AND IF APPLICABLE, THE DIMEN51ON5 OF i X45TIN6 STRUCTURES AND THF-R arRUGi[lR.l�4_ .�1i1i7 MECHANICAL COMPONENTS. TH15 Nr;L` is No) Q4LCR TO GON5TRUGiION OF DISGrr .�ANGlE5, AMI31•GtJI' !� 411 OMI5510N5 IN THE PLANS. 2. MTTEN 0IM194SIONS i AKE PREGEDENGE OVER CRAWIN6 SCALE, DETAIL5 TAKE PRECEDENCE OVER PLAN AND ELEVATION VIF -145. 3. ALL WORKMANSHIP. MATERIAL5 AND lN5TAL.LEO PRODUCTS SHALL MEET OR F.,XCEED THE AC6E.°TED INDUSTRY STANDAR05 AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENT5 OF THE I.B.G., KS.E.G., N.T.5.,U.P.G.. N.E.5.,U.M.C., AND ALL APPLICABLE LOCAL CODES, NHIGH SHALL TAKE PRECEDENCE OVER NOTE5, SpEC;FIC ATlONS AND DRAWINGS. 4. UNLE55 A PROF=.SIONAL 5URVEY ACCOMPANIES THE PLAN5, THE PLOT PLAN 3^!A5 DRAWN FROM 6cENE=RAL S IT E LANDMARK5 AND 15 NOT 110 BE CON57RUED A5 A P20Fi=55IoNAL SURVEY. THE CONTRACTOR SHALL TAKE FULL RE,PCNGiBILI FOR MAINTAININ6 RECUIRED ZONING SETBACKS OR SHALL, AT H15 D15GeEilON, REQUEST THE OWNER TO PROVIDE A PROFE5510NAL SURVEY TO DETERMINE 5cT8ACK5 AND /OR OTHER ZONING RE57RICTION5. 5. THE CONTRACTOR SHALL SECURE ALL NEGTSARY POZMIT5 AND IN5PEcnON5 AND GHALL NOTIFY TH15 OFFICE, PRIOR TO CON5TRUCTION, OF ANY REVISIONS OR ADDED REQUIREMENT5 REQUE5TE0 BY THE BUILDING OFFICIAL Y41THIN HIS/HER jURISD16MON. 6. i HE CONTRACTOR 5HALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENING5 IN FLOORS. HALL-5-5 AND ROOF NTH PROP05c - DD MECHANICAL. PLUMBING AND ELECTRICAL SNORK. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFAG i UROZS RECOMMENO AT] ONG. i. THESE DRAWIN65 ARE IN5TRUMENT5 OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. PROTEG=1 UNDER COMMON LAW, 5TA7 UTORY AND OTHER RESERVED RIGHT5, INCLUDING COPYRIGHT, REFRODUICTION OR U✓c OF THE5E 50WIGE DOCUMENTS BEYOND THE SCOPE OF TH15 PROJECT 15 PROHIBITED Y4tTHCUT PERM. tS510N !N MTING FROM THE ARCHITECT. & ENERAL CONSTRUCTION NOTE'S A. SITE CONDITIONS AND SITE l40RK 1 IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOIL BEARING CAPACITY OUTLINED UNDER "DE516N LOADS% OR IF EXCES5IVF, GROUND Y4A T c R IS PRE55 CONTAG ± TH15 OFi =iGE BEi =ORE : RCGE � DING . ALL 710,01'IN65 SHALL ExM4D TO BEL OW THE FROST LINE AND 5HAL'_ BEAR ON UN015TUR13E5 NATIVE -^OIL. 2 DO NOT BACIGFILL UNTIL Y4ALL HAVE BEr-4 ADEQUATELY BRACED OR HAVE BEEN DE5iGNED TO RE5 T LATERAL EARTH PRE5 RE- BAGKFILL MATERIAL SHALL SE CLEAN. PERMEABLE AND FREE OF ORGANIC MA i ERIAL5. iN5 - 4" L'IAM_ PVC PERFORATED 1�R11"tE i T IER DRAIN5 (A5 REQUIRED BY 5•iTE CONDITIONS) IN 1 CU. r i . OF DRAIN G -RAVEL PR LINEAL FOOT, AND PROVIDE GEPARA r- DOSNNSPOUT AND 5EALED 5€IRFAGE DRAINAGE AND /OR RETEEtT10N A5 REG UIRID BY LOCAL CODES_ 4. EXGAVATE?7 5011- TO BE STCGKPtLED ON 511 i'E U�l.O. fw 10' MAX. .46 AND 1/1 H To V SLCPF. 6. GO NGRE i E i. CENTOR ALL F05T F=OOTING- UNLE55 NOTED AND �OVIiiE 1" PLINTF5 AT 5LA55 OR S" PLINTHS AT rXP05E7 EARH1 i (b" 1 F05 Ti 15 PRA -i1RE TREA:'ED)_ PROVIDE 6" MIN. FROM SILL F1ATE5 TO FlNtSHED 6RAriE. DAMP - r"'2. C7OF FCt1NDA i ION HALL- i HAT R : AtN •R i H AND F-4CL0 5E : iABITABLE SPA,' USE 2 CJATS ArPHALTIG EMULSLON TO iNE i=%< RIGR OF ►HE NIAL.L_ G_ RLiNFORGING 1 _ iN5 T ALL REINFGRcimc- PR A GJ. 5 e ANDARD P¢AGTiGE. 5PLtGE CORNER AND CONTINUOU5 BAR5 Y4714 A MIN. OF 30 BAR DIAMEiEe5. MINIMUM BAR GONG COV � E p R: E.XPCSUR T W O EATHL 2", TO EARTH 3 O . T OTHE¢ . ". -It EMBED ANCHOR BOLTS A MINIMUM OF i' J.N.O.. PL AGE MTHINI I. OF 5NV5- 3_ H le i= ^C1IN65 SiHALL ;`LOT IMPOSE "JNDE51dnN tom' LOA 5- ON NEY4 OR E XIS i IN6 BAS - MENT GR ¢Et AININ6 WA. D. LUMBER AND FRAMING i. LUMBER: K-D. TO lq% MCtSiURE :�..'`N - o-,NT. ✓-.BAITED PE? 5 i. r RAriNG- RJL� ?Fe %`j G __L�_ C4 riY'i.P -A. A5 APPUCA5LE_ GRADE AN - 'Er PR rFRAME�tG PLANS% C0415ZAL Nara - 5 AND "rESIG LOAD IL -'s i°*�►Tt�. iEGIC Si)B- T RUGTiJR , PG5 t�.J' AND SEAMS EXPO45i� TO Y'IEATHER AND ANY 1� IN CCN T AGT YATI -i GONG eE E RAL L BE PRE== -WE iREA i • 740TH AN AP°QOVE17 PRESR`JA:IVE. C G = M . G AND P ; S .1 L BE FRAMED 'O TRUE E40 BEARIN6 %`NTH AVEQUATE A;404CR5 AT :GP AN rOTTO M TO AV0D UPLIF T AND DirP+- ►Gc�1E4 T PROVIDE LATERAL 5WPORT FOR BEAMS, . AND J016 - i 5- PROVIDE : GRAR BPAG,Nt6 A5 RI56WED UN 11L ALL PEZ."MANENT COMEC i IONS AMC Gi1F; =-4VZ5 .ARE N i + E- . 3. PROVIDE A MINIMUM - 5EARN6 OF t 1/ 11 ON V4000 3 ON GGWIRE: E_ - - -- -- - - - 4. MULTI 2X BUILT -UP BEAMS SHALL BE SPIKED TOGETHER. UNLESS NOTED. USE 10d NAILS 9 12' O.G. 5. 6ARAGr SEPARATION 5TA66c'�ED. 5. SOLID BLOCK Y c 0 MIDPOINT OF STUDS OVER OVER 10 4/ :2X IG, Pt..iJM81PlG 1. PLUMBING ES CONTRACTOR 514ALL SIZE ALL LINES AND 1. 6ARAG N6 SEPARATION SHALL CONSIST OF FEC BELovi BEARING PARTITtON5 PERPENDICULAR TO VENTS PER U.P.G. FIRETAPED 1 /2" O�. APPLIED TO THE 6ARA67E 510E OF GARAGE SURFACES ADJOININ6 DWEL.UN65. LIVIN6, .:01575 AND RAFTERS 9 5UP°ORT5. 2. HOT WATER TANKS SHALL BE 51ZED7 BY INDUSTRY ALL 6. WOOD ENTERINb CONCRETE OR MASONRY SHALL 5TANDARD5 FOR PROPOSED USE AND BE LABELED ATTIC AND CRAWL SPACES. 6ARA6F- CEILING NTH IJVING SPACE ABOVE U5IN6 TJI HAVE 1/2" NET AIR5PAGE AT TOP. SIDES AND END. BEARING NAEGA APPROVED. 2. OR = SHALL USE 1. DOUBLE .oISTS UNDER PARALLEL 3. FLOW RATE5 TO COMPLY WITH WAC 51 -46 SECTION STRUCTURAL 5UPPORT5 FOR VNELLING SPACES PARTITIONS AND UNDER KNOOIN CRIPPLES AT 402.0 TOILET5. 1.6 (5FF(MAX), SHOr#!R5: 2.5 6PM(MAX), 3. SHALL AL50 BE WRAPPI�D; INCLUDING NALL5, POSTS. GANTILEVEfRED FLOOR SECTIONS. 8. FIRESTOP AND DRAFTSTOP TO GUT OFF ALL LAVATORIES /FAUCET: 2.5 6PM(MAX). PROVIDE SEISMIC 5TRAP5 AND PRE55ME RELIEF BEAM AND SOLID SAY4N -1 IF �)PPCRTlN6 FLOOR CONCEALeD HORIZONTAL AND VERTICAL OPEN - IN63 AT 3. VALVE50 UMSED TO OUTSIDE) AT HOT WA i LZ TANKS. ABOVE. AIR DUG75 PENETRA7IN6 THE 5EPARAMON SHALL BE GFJLIN6 AND FLOOR LEVELS, FLOOR TO ATT1G, AT 10' SEPARATE PERMIT REQUIRED. 4. 6AI16c OR HAVE AN APPROVED DAMPE¢- INTERVALS HORIZONTAL BEHIND WALL FURRING, AT TOP, 2b BOTTOM AND SIDES OF STAIRS, fN - H 2" NOMINAL LUMBER. L. MOISTURE GOVT ROE 5• DOORS FROM 6ARA6F TO DWELLING 5HAl - BE Tl6HT FIT11N6 AND SELF-GL051NG. 9. 6LU -LAM BEAMS SHALL BEAR A.1.T.G. IN5PEGTION 1. SHONE" SHALL HAVE ANON-- AB�•OR6ENT SIRFAGE 1 -3/8" v^OUD GORE, RAL ApANGE" STAMP AND SHALL BE "ARGHlTEGIU PF�R EXPOSED TO VIEN. TO A HEIGHT OF b'••O" ABOVE FLOOR. ... .. GRADE Y`11•iERE 2. PROVIDE SNATERPROOF BOARD OR 6LA55 MEC-i-t T. STAIRS AND 6UARDRAIL5 MORTAR UNITS BEHIND TILE AT 5HOWER Si1RROUNID5. TILE 1. PROVIDE A 5 T AIRV4AY WIDTH OF 36" MINIMUM, R15ER E. ME; AL CON NE�TORS SHOWERS Y41TH A SITE -$111-7 PAN SHALL 113E BILLED AND HEIGHT OF 1 -3/4" MAXIMUM, MINIMUM TREAD LENGTH OF 1. ALL METAL CONNED TORS SHALL fiE "51MP5.ON" CR AN LEAK TESTED FOR 12 HOURS. PROVIDE MILDE3N 10 AND A 3/aw MAXIMUM VARIATION. A N05IN& OF NOT APPROVED EQUIVALENT. R�15TANT CAULK AT ALL TILE AGGE55'ORIE5. LE55 THAN �w OR MORE THAN 1-1/4 RFOUIRED ON 2. FRAME NAILING 5HALL COMPLY WITH 166 R6023.(1) STAlRWAY5 WITH SOUL? R15E 5 UNLESS TREAD DEPTH 15 (2) UNLE5e NOTED OTHER1 ON FRAMING P ANS OR M. BATH SAF�.I~Y 11" OR GREATER. SHEARWALL 56HEDULE. ALL NAILS SHALL BE COMMON 2. HANDRAILS 5HALL BE PROVIDED ON AT LEAST ONE KNlRE NAIL5 U.N.O. 1. HINGE SHOWER DOORS SHALL OF-54 SIDE OF FLI6HT5 WITH 4 OR MORE RISERS. a -- 3. USE GUT /�1A -.Hi�S A i BOLTED GONNEGTIONS. ENCLOSURES SHALL BE FULLY TEMPERED OR LAMINATED 3. HANDRAILS SHALL BE PLACED 34" TO 38" OFF C,OrlNECTORS EXPOSED TO WEATHER SHALL- BE SAFETY GLASS, MINIMUM THIGKNF�S = 1 /8" TEMPERED. 1 /a" NC51N& AND SPACED 1 -1/2" MINIMUM OFF rt YVITH A 1- GALVANIZED OR HAVE APPROVED GOATINC7. ROOFING LAMINATED. BE 1/2" TO 2" DIAMETER. SMOOTH 6RA51P AND A NFJ^EL OR 5HALL BE FA5 +7-NEO r4TH GORROStON-•RE5I5TANT 2. FLOOR TILE5 AT 5HOM!R5 AND MT AREA5 GHALL RETURN 1-i/ AT ENDS. FASTENERS. SKID- RESISTANT. 4. PROVIDE 6' -S" MINIMUM CLEAR HEADROOM ABOVE 4. TREATED Y4000 RECdIIRM THE USE CF 5 T AINLr.55 STL, 3• PROVIDE 5EGURE BLOCKING FOR ALL 6RAF BARS 5 T AIR N05IN6. 51MFW14 ZMAX OR =. OR HOT - DIPPED 6ALVANIZt-"YrD PER PLAN, GAPABLP- OF SIPPORTIN6 A 300# IMPACT 5. PROVIDE GUARDRAILS FOR AREAS 30" ABOVE FAS GOiNNECTCRS AND ANCHORS. LOAD. GRADE OR ADJACENT FLOORS. NTH A MINIMUM HQ6HT OF 36" AND INTERMEDIATE BALUSTERS OR RAID SPACED F. PLYY4oOD AND DIAPHRA6M NAILING N. TRUSSES So THAT A 4" 51PHEeE CANNOT K ° A55 THROUGH. 1. ALL PLYY400D FOR 51RL1CTURAL USCS SHALL 1. PRE - FABRICATED TRU55E5 SHALL Be VE516NE2 BY A 6_ ENCL05 D U5ABLE 5 ?AGE UNDER 51 AIR✓ ✓HALL CONFORM ARID BEAR A GRADING STAMP OF THE STATE LIGc�. i5r� STRUGTURAI i�IGiNE� AND HAVE 1/2" 6M. FIRETAPED ON y4ALL5 AND 5CFr' HAVE AMEBIC Q4 PLYY`tC30D A550GAilON (APA) ARID NAIL PER IN ACOORDANCE WITH THE PLAN RE6UIRE4ENT5. Si1BMIT BE PROVIDE FIREBLOCKING IN CONGEALED 5PAGE5 cI TINE�I G.,^MPL � i E SHOP DRA AC-;'5 "TH e461NEER5 SE-AL FOR 5TAlR 5TRIN6E25 AT TOP AND BOTTOM OF RUN AND 1 56 , 6023.(1).(2). APPROVAL PRIOR TO FABRICATION. TRU55eS MUST BE BET3NEEt 5TUD5 ALONG AND IN LINE WITH RUN OF 5TAIR5. Z PROVIDE 0lAPtIRA6M SHEATHING AN NAILIN6 A5 STAMPED BY AN APPROVED MANUFACTURER OR BY A IF THE riALL UNDER THE 5TAIR5 ARE UNFINISHED. FOLLOM UNL.. 5 NOTE? ON Ft.AN5• FL 0lOR GHFATHING a)AU - ly CONTROL AC704CY WCH A✓ KN51-11N6 t ON 1^1000 SHALL I✓€ T4G- 3/4" G- D- EXT•-AFA P rY4000 VIM EXT_ GLUE. P j. 32/16, Gi11E TO .3115 AND NAIL V IT14 10d 0 6" jr< 5 FABRICATOR5 COUNCIL. r U - ENERGY NOTES PLC 20 m� 0/6 EDG-E5, Ioo 9 10" 01C, Fib. 2- CONTRACTOR SHALL VERIFY EXACT 5PAN5 PRIOR TO 1_ EXTERN !01NT5 AROUND Y41ND0!^t AND DOOR _E t5/52r G- , D-� , N i r�PA ROOF S lEATHING SHALL FAERtGATiON_ E APPROVED 5 MUST 3c !JSc�� AT ALL FRAMES, OPENIN65 BETN� NALL5 AND FOUNDATIONS, pLYI^1Q0D SMITH cXTERtGR 6LUE. Pi. 24/0. NAIL Od 0 IF 3. GONNEGTIGNS OF OR HIP TRUSSES TO A BE7Y�l� �'� AND ROOF, AND BETYVEEN Y4A1 -1- PANE' S; O/G EDGrS, Sd 0 12" 0/G FIELD WALL 5^i-tALL BE 7116" 050 AND NAIL WITH bd NAILS AT b' O.G_ PANEL.. EDGE5 , .IAG:KS, MAIN GIRDER TRUSS. NON - BEARING PARTITTON5 BELDYi OFMINC79 AT PENETRA i 14N5 OF UTIU 5ERVIGE5 THROUGH HALLS, ROOF AND FLOORS; AND OTHi3Z SUCH AAtD 12" O_G. FIEED_ T RUSaFS Si -TALL BE SEPARATED ED FROM 11 I"�TH OPENIN65 iN THE BUILDING ENVELOPE. INGU1DING AGGE55 - 5iMP5ON 5TG FASTENERS. PANEL' INTO UNHEATED SPACES, SHALL BE SEALED. �. VENTILATICt� AND AC;�C.ESr�' 4_ TRI).f►ES SHALL 6E BRACED TO PREVENT' ROTAiTON E7 !N CAULKED. 6 OR WEATHBZ- STRIPPED TO LIMIT AIR AND PROVIDE LATERAL STABILITY AND INSTAL! L�E1�KA6t �`THt� STRIP E�CTERtOR DOORS AND 1_ YENTILATC C:RAY4I_ SP/ �.ISi� AND GVEeHANG1NG ACCORDANCE NTH THE Il`tDMDUAL TRUSS, DESIGN DOORS ADJOINING UNHEATED SPACES. EXTERIOR FLOOR5 S^tiTH 5CREENE0 OPElIN65 NOT LE55 THAN 1 550 . PROVIDED BY - MF- MA.NUFA6TURR. OPENINGS _Xpo5EV TO INFA HER SHAL BE FLA --HEO IN F .(T�llr: FREE) FOR EArH 1517 5Q. FT. OF UNDER FLCGR :.UGH A MA14NFR AS 0O MAKE T HEM INEAI'HI- P2OOF. ALL AREA_ 0I5 i RIEUTE OP'...'Vlkl&.5 AFPROMMATE..Y EGUAL S � f r �,�-r� O. = FLA55HINC - , COUNTER FLASeilNG AND COPING, N HEN OF ALONG THE LENGTH OF Art LFA5 TM OF,° 517 ,_ 1. &LAZING 5: -At! BE IN5ULAT E!2, PILL Y TF�fPEet37, ME i AL. 511 -tAL! Bc NOT < 36 6A GGRRG�K?N Rai., +ANT AND ONE �.PEIING SHALL BE YWTHlN 3 F i OF EVERY LAMINA i�� G -LASS WITH MIN..015" POLYVINYL L3UTYRAL METAL_ CO,RNE =c_ 60VER Y`t1T'rl 1/0 CORRO5iON R;�15 i ANT Y%cZE INTER LA R. 2. PROVIDE VAPOR BARRIERS AT HARM G015 IN %`pNTE,R MESH AT GRAY41_ 5?AG4 OPE�ilNGS. _ R AND OUNTE' R �. PROVIDE A , - iINIMUM 4 " GURG. FAH© C. T AT INWLA i F� ALL.- TED A55c^MBUE5 EXGc� Y`E OF INSULA 2_ vEm AT c A eiTG ..PAC ..... SMITH CRO5. VENTILA T ION H. FLAr`"HED AT TOP AND BOTTOM AND STEz' FL A5 SIDt�_ y I^lp. %`1A,Lt BOARD AND AT 1 .5 - 1-101 6, 10P , GOUNG - 5_ s =QtIAL i O 1/150TH OF THE AT AREA(NET r�R�). FXGE.�T THE UNIT GHA'! HAVE A GONDE�ESATION CiUTTEe A: THE 3 PR01/II?E o MIL, BLACK. AND POLYETHYLENE !. T HE AREA MAY BE il. ,OOTH, PROVIDED AT LFA�s i 30% OF LOS D_ INSTALL PR MAAIUFAGiUR8Z5 COVER A T CRAWL 5PAGE5_ OVERLAP 1 MINIMUM AND THE REGUIRED VENT AREA 15 3 F i . ABOVE 5AVE5 ?47H iN5TFcUGT10N5• :-iN15H AND FLARE Y4ELL TO GEUN6 PR EXTEND TO FOUNVATlGN NtALL 30� OF TI•iE 1FEGUIRF.J YEIT ARC IN THE FAY _ PLANS_ 4_ INSULATE FLOCR5, NAI ' 5 AND ROOF P=-R PLAN 0O 3. PROVIDE AN AGu,:-iBL A+T i iG •�+G.0 PANEL . 2s X ", ACHIEVE PRCPR D1� TlE5 B' R VAU11✓ 30" MINIMUM Y`+ JTH A CLEAR HB6itT OF 30 INSJLA i cc AND i EM-�(5EN6Y EG RES5 - N 5_ FACED INSULATION TO BE i AG 5TAPLE0. Y4UA i HOZ STRIP. 4_ PROVIDE 18" X 24" AGGE55 THROUGH THE FLOOR OR 1. EVERY SLEEMN6 ROOM AND BAST SHALL HAV kR b_ tN✓{1Lr'kTE HOT AIR DUCTS IN NON i- !BATED SPACES PER 16" X 24" THROUGH THE WALL TO UNDER FLOOR AREAS_ E EMER604CY �CA' AND ONE OPENA5L E 1� TABLE 4-16 (R PRtMETR OF SLABS AT HEATED OFENIN6. THE OPENING SHALL HAVE M � 1. INSULATE 24 OF H . SAI GLAZING .40 OF 4 ABOVE THE FLOOR, A N PEKING CF %�l�r GDM5 WITH R -10 RIC710 INSULATION. INSULATE HOT iNATTR PIPES PER TABLE 4 -i ?_ _ t" ,4PRED SAF - 57Y G -LA55 Si•fALL BEN i ALLED IN OF 5.7 5Q. r i _. A MINIMUM GLcAR HH HT *911 MINIMUM CLEAR WIDTH OF 2-0" AND .. BE OP'�ABLE PROVIDE 2.5 6i:1 FLO Y�I RE53RIGTCRG AT � HONL 5. i4AZARDCUS LOGATION5, INCLUDING AREA!,` THAT ARE FROM 114E 1NGiDE )AMOUT 5FEGAL T L5 G S• 7 200 O_ YVATR HEATER5 AND HEATING ECUIPME�IT SMALL WJBJEGT i O I`fUMAN IMPACT, , vL#�Z1i�1G IN t7CGRS, .�- .LAZING- i G� GrZADE FLOOR OPENINGS MAY HAVE NE 1=w i 19t3 i NAEGA. NTHIN A 24 ARC OF GL05E 7. DOOR, ( LAZED AREAS > c '�i1NtMUM OPFi'�1N6 OF 5 :,Q. F': ELECTRIC 104 TANtCS IA[ NOi�!- HEATED 5s'AGc� SHALL SQ. FT NIH� "'.. i I-1Ai� 10 ABOVE FLOOR OR N1AUG:N6 _ E PLAGc�7. ON A NON-COMM. a1RFAGc AND i HE GURFAGE AND A5 DESCRIBED IN IBC 8308 4. SAFETY OOR iNSILATED TO R -10_ Gi_AMN6 i5 REQUIRED TO BE .PRMANENTLY MARKS) PR EEG Rr08.1. Q. SMCKL ALARMS o f Tol HVAG cQIJIPMl3`IT SHALL SE yIZED TO A MINIMUM OF 5MGKE SHALL 113E PROV r s �'7 i. ALARMS, 1 00% AND MAXIMUM OF 200% OF THE DE516H LOAD SLc"�IN& RCOM AND SHALL BE INS 4 (UNO). INSTALLING GCNIRAG TGR SHALL PROVIDE 5i7JNG- �i ��RICAL MANUFAC, - &W.`� 5 RFC.OMMENDATiON... MOUNTED ON : E AND HEAT L055 GAL..G5_ CONTRAG I CR SHALL =VALUATE AND GEI.lNG OR HALL Ol)TSDE cA�Gli SLc._tNG AREA IN 13_ R�S LIGHTING ✓HAIL BE i YPE tG OR NON iG DE-1 c. MINE ADE3JAGY OF E. i 1N6 AND PROP05EO DNELUN65 WITH MORE THAN ONE SiCRY OR YWTH A IN50E AIR -TI6HT A55E4BLY (1 /1 &M SOX). Elf- '7RICAL t=00WICE AND PROVIDE REiGUIRED CARC,UlT5 BA504E*1T, A 5MOKE ALARM SHALL BE M TALL - ON 14_ EXTEND WIND 6AFa= TO A POINT 1Z V0 Y AND AMFE A E ?5e 41 E..r.._. STATE AND L TOGA - ENMC7Y EACH STCRY AND IN THE BA,- - m% ENT_ iN 5PUT L EVE- ABOVE THE TOP OF INSULA110N. GODS, AND MANUrAG 2UREc5 =F_.GKFICA 1101 FCR T E R :TRtIG: URES. PROVIDE SMOKE DE- EEC i GR5 ON U a , PROroc,- V F ROCtsCi 5, APPLIANCES AND 5 PME[T LEVEL. UNLE55; ."�INC ROOMS ARE I OrA i`ED ON \ f 1/e4 AND INDOOR AIR OUALITY 4iPARAT:E PERMIT REARED. LOy4ER L -D/F . THEM SMOKE DEi E MOR5 ARE RE CURED _ P8e VEAQ 2003. ON BOTH L E/EL5. ALL SMOKE OE`r. SHALL BE J. MECHANICAL �Y.UD16Lt IN BEDROOMS. 1_ INTcG-•RAi�D Y'H•fOL- HOURc VENT 5YS FOR THE __ WARM AIR �.RNAGE GDR r THEN. Si-IAEI. NOT BE 2. SMOKE AL ARM5 IN NEN GON51RUC 5-HALL 5E - NTERMll I HTLY GPEZA W INTE! -RAJ F ;REED AIR _ ;NS - .-. UNDER 5TANZ5 AND 5's4AL HAVE ..=,COPE. R DtREDT Y TO E UIL '7IN65 POVIER 747HOUT A - OTHER THAN FOR OVEeGJRRENT HEATIN& 5YWEM. A. 5GURCE STF . -CFTC VE*ITILATION REGd1��1E�! i� �IE�tTS AND , i OUTSIDE .r.CiM6z)5 i TON .SIR. Di y�IEGT c P.QOT5r, sIOK AND MUST HAVE BATTERY BACK -W. ALL 1. E(HHAUST FAN I2�REME'�lTS: vA�MS, ' GAr AP ANG� IN 6ARA6E SMALL 5E Off[ A 18' HIGH B'' �, OTI- E 5 MAY BE 5AT': £RY GP'EeA + LJ�IINDRIE5 AND POy40M QOOM5 5HALL HAVE MINIMUM 50 ; �TFCRM. 3_ AIR DUCTS PEtE?RAiINb G.sRAGc TO HCUSc 3. WHEN MORE THAN ONE ALARM* RfiWIZE0. THEY MU5 T c, o -=.5 y'L6_ KITCHENS SR LL HAVE MAIM 100 CAFM A �.. SARA i TON StfALL BE Zb G -AiK�c MINIMUM OR ✓-HALL BE INTRGGNNEG s ED AND ONE ALARM Y'�LL AGTNATE AL. .25 W.G_ RANbc HOOD FANS. ..� '. 2. Ex4•fA115T DUCT REQtIiRE�tEITS: Dt1G F _. 110 _'•E HAVE .�P°RG�/ED rJAMFEZS. r'U,' - slNG R_ se,URtTY INSUTA i'ED TO R - 4 It! UNCONDITIONED SAGE.,. BE A SHALL MET J.M.G_ STANDARD✓ AND ' '' ' EDIAP°E1 WITH A BACK DRAF i DAMPER, F MW t: SY5 T EM5 ARE TO BE BALANCW. C,. NTRA - 6 0R SHALL : _ PROVIDE 5cCZRITY A T EITRANGE AND GARAGE .. GVYSGE -,H oIJIL�r'1NG APE AND GCMP! Z' .'NTH r oVVE ME..HAmICA�L )G:II�Ib DlAG- RAM51c5- lP DOrC:RS f4TH A MINIMIRA 1 /2' THIRC I DEAD SOLI NTH VI TABLE 3 VIAL GGDE 5, E�PMEN"i SIZING. NEAT L O" CALCUL ATIG'ie LOCKS OPF=tABLZ- Y'ATHGUT ��..IAL . �- G -E, KE`. 5 AND �1ANUFACIURER - DATA ON E • 04T �CATWY OR U FORT 4aTc: f"1'' 15 R ED BY K!l•I6 + 1 TO lid T ALL FOR ARCHITE ,15 RE H54- 2_ PROVIDE ScRVATk�i ?CRT 954' -06' CFc- FL.CY. - - A + Y LJGAT� i�N -i�'LE t�lOt�c �0-IAUS = � AN S+�iH 5. BA T HRCGMS, Lr�t1l•IDRY RCCI�15.:GITGHi�.*t5 AND S?A A i UNGe.A.ZFJ�7 ENTRY L �Z5_ A MAXUMUM SONS 4A�tG OF 1S AND Si7F3 �DlN6 RC.GA�S SHALL HAVE .. �HAIViGAL :.XQ�IAIjSi H RWD 3. �°:QOVtDE 5 r ftY FOR S�NGCM < 10' IROM TO TABLE 3 -2 ViAQ AND C:G3�11�1€G:�rJ To THE. WTOMA i1G D7[IGTINb TO ��IGR, 7411H A 3A+GKDRAF a DAMPER, ��ED �E„ C�:NTROL "flMEe. T#fI5 iNL..� rAG,LIT�ITE c �H AIR CAPABLE OF 5 AIR GHA�iG� PR :HGi)R. Scc att�GY RFiD GtSTR>BUTiON AND 'REDUCE i rfE POgBtIjTY OF !1CiS i EIRE AND INDOOR AIR GUAL�`TY VOTES FCR FAN VOLUME AND A • LATER ApR BLgR& CRIVEl INTO TID 50LIAN6_ INTE4ICR 50NE :SATING. 'ARATE PERMIT RE�J - r�TECT OCOR5 5HOULD BE UNDERCUT 1/2' A OVE T HE rRN15HED Z ;rE ANOEWSO OF VIASHIINGTON � • f DE516N LOADS CODES 2003 INTEeNA710NAL BUILDING GODS WITH WA5HIN6TON STATE AND SEATTLE A MEIsIDMENT5 IF APPUGABLE AND lNA5HIN6TON STATE ENERGY CODE. zet54 LATERAL ANALYSIS 2003 INTERNATIONAL BUILDING CODE J ASCE 7 -02 METHOD 2 0 Y IFCAM DE516N LOA05 ROOF: FLOOR: ATTIC: 15 P5F DEAD LOAD 10 P5 DEAD LOAD 25 P5F LIVE LOAD 40 P5F LIVE LOAD. 30 P5F(5LEEMN6 RM) 10 P5F(NO 5TORA49E) 20 P5F(5TORAC7E) DECK: 10 PSF DEAD LOAD 40 P5F LIVE LOAD 5TAIR5: 6UARD/HANDRAIL: 200# PT LOAD 0 THE TOP OF RAIL WIND SPEED: V= 65 MPH WIND EXF05URE CATEGORY: B WIND IMPORTANCE FACTOR: I = 1.0 WIND DIREC710NALITY FACTOR: Kd = 0.85 6U5T FACTOR: 6f =.65 ENGLOvURE GLA551FIGATION: ENCLOSED i OP06RAPHIG FACTOR: Kzt = I-JAC INTERNAL PRE55URE COEFFICIENT: 6Cpi = =/ -0.18 SEISMIC USE GROUP: 1 SEISMIC IMPORTANCE F ACTOR: 1.0 SEISMIC DE516N CATECGORY: 02 SHORT PERIOD AoC.4C Z i.RATION: j 1 2 j?j�7 1- 5EGOND AGGELEeATiON5: • 4 S 15MIG FORGE RE5I5TIN6 5Y57 EM: 1.K RESPONSE MODIFICATION FACTOR: 6.5 DEFLIS✓TION AMP FACTOR: 4 SOIL BEARING CAPACITY A55UMED AT 2000 P5F IN PLAN5 OR A S0115 REPORT BY A QIAUFIED 5011-5 EN6INEER. EARTH PRE55URE ASSUMED AT 60 FC4F EQUIVALJEIT FLUID PRE55URE FOR BA5E!MENT Y4ALL5 AND 30 PGF FOR CANTILEVER RETAININ6 NAL.L5. CONCRETE STRENGTH OF CONCRETE SHALL SE X00 Psi FOR CONCRETE NOT EXPOSED TO WEATHER EXCEPT GARAGE FLOOR SLAB5. MINIMUM COMPRESSIVE 5 i"REN6TH: 2500 P 5i AT 20 DAY5 5 1/2 SACK CEMENT PR CU/YD, MAX 6 6AL. WATR PER 94 LB. SACK OF CEMENT. MAX SLUMP 4 ", MAXIMUM A66REGATE 51ZE 1 -1/2" 5TRENG-TH OF CONCRETE 5HALL 113E 3000 PSI AT 28 DA75, 5 /4 5A(' c CEMENT PER CU/YD, FOR CONCRETE EXP05ED TO NEATHER, 6ARAC- -E FLOOR 5-LA55 AND PORCHE5 AND RETAINING- WAL_.L..5 EXP05Er -- TO NEAT HER. EXTERM WAL.lr5 AND SLABS TO BE AIR EITRAINF12 NOT LE55 THAN 5% OR MORE THAN '7%. REINF4RCIN6 S 9 L. RECEIVED CITY OF TUKWILA ASTM A-615 6i?ADE 40 DEC 14 2005 FRAMING LUMBER Dpr�-� MIT CENTER NG MNLE55 OTHERSc NOTED ON PLAN) CJ PLATS AND 5iLL5 51105 W15' 5 AND RAFT ERA P05T5 AND HEADER5 BEAMS 6L.1J - L..A14 BEAM5 (SIMPLE S-FAN) GLUU yy - LAM B (OVERHANGING) 7� DECK 5EAM5 MB i AL G0NNEGT0R5 1-117 OR BTR (PTO GONG) i-i17"5iUD GRADE" HF OR " T +l" 01742 OF41 OR" PARAL!.AW 2417 V4 2417 VS P. OF 42 P. : - DF 4 11 - iP-ONO BRAND OR AN K.50 EQUIVALENT MA. MORTAR: TYPE 5, 1 PG, 1/2 LIME PUTTY. 4 S AN D. GR. A JAMES - ANDERSON DES116N, P.S. .4�i6VT�iL �•R� s � � G:+TNOZA E ANveg5CN 4E645 ice ARC.I WE _:T 230 VAYTCIN ST. 2 6 EVN�S, A& 48020 (425) "6 -6166 - sV-.EPL.1C NE/FAX ►i • 0 9 -.MgaAi r s 4 AB6REVIAT1ON5 /GENE CONST RUCTION A.B. ANCHOR BOLT INCL. INCLUDE ABV . ABOVE INT INTERIOR ALT ALTERNATE LAM LAMINATED BD. BOARD LIN LINEN BLK'G BLOCKING MAX MAXIMUM BM BEAM M.B. MACHINE BOLT CANT. CANTILEVER MIN MINIMUM G.B. CARRIAGE BOLT INC. INCLUDE GDR CEDAR NT5 NOT TO SCALE G.J. CEILING J015T O.A. OVERALL GL CENTERLINE O.G. ON CENTER GLR CLEAR O.H. OVERHANG COM COMMON 05B ORIENTED 5TRAND BOARD COMP COMP051110N P.B.O. PROVIDED BY OWNER GONG CONCRETE PL PLATE C-ONT GONTINUOU5 P.T. PRE55URE TREATED d PENNY F" PLYY4000 D.B. DEADBOL i R R15ER DBL DOUBLE RELOG RELOCATE DIAM DIAMETER READ REGUIRED E.E. EACH END R45 ROD AND 5HELF E.5. EACH 51DE R.O. ROUGH OPENING E34. EACH YVAY R.5. ROUGH 5AM EX EA5TING 5.6. 50LID GORE EXP EXP05ED 5HT 5HEET EXT EXTERIOR 5H 5HELF FIN FIN15H 5KY SKYLIGHT F.G. FIBER6LA55 5LDG 5LIDING F.J. FLOOR J015T 5V4 5H F.F.L. FIN15HED FLOOR LINE T TREAD F05 FACE OF 5TUD T - (#) TIE DOY` N ( ) FP FIREPLACE T. B. TOY BAR FTG FOOTING T.PL. TOP PLATE CGLB GLU -LAM BEAM TYP TYPICAL GL 6LA55 /GLAZIN6 TdG TONGUE AND GROOVE GR GRADE UNFIN. UNFINISHED GYVE GYPSUM WALLBOARD U.N.O. UNLF55 NOTED OTHERWISE HO HOLDOWN V.B. VAPOR BARRIER HDR HEADER V.G. VERTICAL GRAIN HR HANDRAIL WD WOOD HGT. HEIGHT Y`Ll. Y42000HT IRON H.L. HEAT LAMP W.P. WATER PROOF HW HOT %MAZER 0.097 - 0.099 Nail 1 180 ABBREVIA noNS/ELECTRICAL/MECHANICAL/ LIG H E5M ELi CTRIG 5ERVICE METER 6 C, GROUND FAULT INTERRUPT CIRCUIT c5P ELECTRIC 5MVICE PANEL 50 5MOKE DETECTOR U.G. UNOMCvROJND K5.L. ViATER 5ERVICE LINE EY*f ELECTRIC YNIALL HEATOZ H.B. H B155 E55 EL`GTRIG BA5c ARD G.O. GLEAN OUT L.P.O. LOCATE PER OMER C.A.R. GOLD AIR RETURN VTO VENT TO OUT5iDE '"'� GABLE V44< GFu CUBIC FEET PL=;P, MINUTE 3.3d C 5 m • I £k?CR6ELL/GHIME j TRAGIC L16HT ELECTRICAL/ MECHANICAL/ L16HTI 5Y TABLE 8602.3 (1) 5Y`BTGM 4 staples. EL EGTRIG PANEL TABLE R602.3(2) 5URFAGE LIGHT 3 3 MY 5N6TGH � ELF�,TRIG METER - - IQd VqA J- MNT_ LICEMT ' DIMMER 5iMTG4-1 � SMOKE DETECTOR NUMBER AND TYPE OF RECZ55M LIGHT T iMER S -ATCH �/ EXH.A J5T FAN DESCRIPTION OF BUILDING ELEMENTS GHANDELIM =;E�;= DUPt EX OUTL_FT '"'� GABLE V44< Intermediate supports FL L1ORE5CXNT 3.3d C 5 m • I £k?CR6ELL/GHIME j TRAGIC L16HT (Inches) S1r' ._ r�PFUANGE 98 PHGNE JACK ` PtJL CHAIN LIGHT Q FLOOR anl-r - T 'r THER1405 T AT 1 0.097 - 0.099 Nail 1 1 1 - z GA5 METER 6 I 22Ov (ATL-- At each bearin g HEAT RE66TFR 7U FLC<)R DRJdN wP u ; 101) ' ,ublloor to joist or girder, blind and face nail " - -1'uPl - 13U Y4AT0ZPRF CtJT:_E': I a c. SAC- -E BD 4 -16d :K�5c B13B t Gr-lG Ot"1 =T t ` Staple 15 ga. P/s face nail b TABLE 8602.3 (1) 4 staples. I TABLE R602.3(2) t 1 ring or screw shank nail- minimum j 6 j 12 FASTENER SCHEDULE FOR STRUCTURAL. MEMBERS ! - - IQd ALTERNATE ATTACHMENTS 24" o.c. ty '3�.' �. 2 31, .) and'14 12 ga. (0.099) shank diameter I Area, ii2 NUMBER AND TYPE OF l Od - N ail each layer as follows: Staple 16 ga. 1 i SP ACINGC OF FASTENERS DESCRIPTION OF BUILDING ELEMENTS FASTENERaA.c.a SPACING OF FASTENERS NOMINAL MATERIAL THICKNESS , OESCRIPTiONa• b OF FASTENER AND LENGTH 1 32" o.c. at top and bottom and Edges ; Intermediate supports Jut%i :u Ntll or gtruer, toe nail 3.3d _ (inches) (inches) j (inches) ; (Inches) 6 98 89 W000 structural panels subfloor. roof and wall sheathing to framing and particleboard wall sheathing to framing and at each splice. " X 0" subtloor or less to each joist, face nail 7 - 5 d • 6 1 0.097 - 0.099 Nail 1 1 1 - z � 6 I � 1 At each bearin g 2 staples. 1 7U �� Staple 15 ga. l .8 Roof ratters to ridge, valley or hip rafters: ; 101) ' ,ublloor to joist or girder, blind and face nail " 2 -16d - 13U Staple 16 ga. 1 I 218 4 -16d Sole plate to joist or blocking, face nail I6d 16' o.c. 3 ` Staple 15 ga. P/s face nail b 12 Top or aoie plate to stud. end nail 2.16d - '' 0.097 - 0.099 Naii t i. Ra fter t ies to rafters, face 4 10 Stud to sole slate, toe nail 3 - 8d or 2 -16d --- 6 i 'Staple [b ga. t'!,t Wood structural panels. subtloor. root and wail sheathing to framing, and Particleboard wail sheathing to framing 6 12 Double scuds. face nail 10d 24" o.c. - 1r ?" Staple t5 ga. I 1 /2 b 6 j 1? ' Double top plates, race nail 1 lOd 24" o.c. and 1,, i 0.097 - 0.099 Nail 1 ;_ - 8d common nail (roof}' 3 j 6 Sole plate to joist or blocking at braced wall panels 3• lbd lb" o. Staole 1.6 ga. 1 ".t 75 6 12 Double top plates, minimum 24 -inch offset of end joints, face nail in 3.16d ---- 0.113 Nail I ohs ly';� 6 { 1� lapped area I 225 165 and'!g ; Staple l5 and 16 ga. 1 - t 6 j 10d common nail or 8d deformed i 6 110 12 For SI: I inch = 25.1 men. Ph 1.1U 3 6 233 170 255 s. Naii is a ;cncral description and may be T -head, modified round head or round head. ! 0.097 - 0.099 Nail 128 IU0 150 Blocking bet joists or rafters to top plate. toe nail ! 3-3d ! - 195 1.15 ! b 12 FASTENERS C. Nails or staples shall be spaced at not more than 6 incites on center at all supports where spans are 4$ inches or greater. Nails or staples shall be spaced at not more DESCRIPTION OF BUILDING 95 j Staple 14 ga. 1•'!,t � Intermediate supportsc•a than 12 inches on center at intermediate supports for doors_ Rim j oist to top plate• toe nail ! 8d I b" o.c. � t DESCRIPTION OF FASTENERbeaa Staple. 15 ga. 1 17U � S ` 10 Too plates, laps at corners and intersections, face nail ! 2-10d - ' ";) and 3 /4 0.097 - 0.099 Nail 1 180 3 j b Built -uo header, two pieces with 11 2" spacer 16d F 16" o.c. along each edge lt!2' galvanized roofing nail 6d Staple 16 ga. - 27U 4 $ Continued header. t pieces [bd 16" o.c. along each edge Staple 14 ga. 2 j 5 j 10 Ceiling joists to plate, ice nail 3 - 175 0.113 Nail 2 1 /4. 1 galvanized roofing nail 8d I 3 b TA U 1,x 3 -2 125 1 1 n.__e_ •e __ ,% sheathing A Q Ceiling joist, Iaps over partitions. fa ce nail ! 3 - 10d Ceiling joist to parallel rafters, face nail 3 -10d - Rafter to plate, toe nail 2 -I6d I" brace to each stud and plate. face nail 2 -8d i I 2 staples, 1 ! - 1" x 6" sheathing to each bearing, face nail 2-8d I - 2 staples, 1 I' x S" , heathing to each bearing, face nail i 2 -3d - I 3 staples. 1' -- Wider than I' x 3" sheathing to each bearing face nail 3 -8d l - NOMINAL MATERIAL THICKNESS rinchest I DESCRIPTIONa OF FA Edges (inches) 1 1 , 1 4 ring or screw shank nail - minimum 3 6 I:' and 3 116 [ 12 ga. (0.099 ") shank diameter I Staple 18 ga.. ''!x, - '!16 Crown width ? i 5 i 1 ring or screw shank nail - minimum i 6 3'C , t 5 ► and l'� ' •'-' '. ; 12 ga. (0.099) shank diameter j ; }•psum sheathing 1 galvanized rooting nail: 4 3 ` 6d common nail; staple galvanized, 1 long; 1 screws, Type W or S : • ? =s" gypsum sheathing l i 1 3' galvanized rooting nail: 4 3 8d common nail; staple galvanized, 1 long; l /s screws. Type W or S Wood structural panels. combination subtloor underlavment to framing and less i 6d deformed nail or 8d common nail ; 6 12 8d common nail or 8d deformed nail 6 12 10d common nail or 3d deformed nail 6 14 t:ur Si: l inch = 25.4 mm. l foot= 304.8 mm_ I mile per hour = 1.609 kmrh. :. All nails are smooth-common. box or defomted shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum avcraecbeadingyicldsirengthsasshown :30ksi(551 Mft) forshank diametcroffi. 192 inch (20d common naii), 90 ksi (620 M Pa) forshanitdiameters larger than s ).142 inch but not larger than 0.177 inch, and 100 ksi (689 MPa) for shank diameters of 11142 inch or less. a. Stapies are 16 gage wire and have 3 minimum 7 116 -inch on diameter crown width. C. Matins hail be spaced at not more than 6 incites on center at all supports where spans are 48 inches or greater. ;t. hour - tit -b► -a -foot or 4• foot- btr- 9•foot panels shall be applied vcnically. . C.:oactne •>f fasteners not included in this table shall be based on Table R60301 4 staples. I t 1 ring or screw shank nail- minimum j 6 j 12 Built corner studs ! - - IQd j 24" o.c. ty '3�.' �. 2 31, .) and'14 12 ga. (0.099) shank diameter I Area, ii2 � Built -up girders and beams. 2 -inch lumber lavers j l Od - N ail each layer as follows: Staple 16 ga. 1 i 6 i 3 G Mitt. _ Alux. _ _ _7_ - Ailtt. 1 32" o.c. at top and bottom and Hardboard' 61rex. _2 Mitt. Alnx. _ Mitt. ltln: M nlrtx. Alitt. Alnx. staggered. Two nails at ends c 1 long ring- grooved underlayment nail i 6 6 98 89 120 95 and at each splice. 0,700 4d cement- coated sinker nail 6 6 2" planks 14U ? -16d ioI - I (MM) At each bearin g 1 Staple 18 ga., /g long (plastic coated) 7U 6 Roof ratters to ridge, valley or hip rafters: 128 101) 150 115 Particleboard 13U 195 toe nail 218 4 -16d 6U - 4d ring - grooved underlavment nail 3 6 face nail 105 3.16d 12U 18U ;, Staple 18 ga.. /s long, .16 crown I ' I 6 Ra fter t ies to rafters, face , 3$d t t - 6d ring-orooved underlavment nail 6 i to Wood structural panels. subtloor. root and wail sheathing to framing, and Particleboard wail sheathing to framing 125 188 'iii #" t 3 1 3 s Staple 16 ga.. 1 !8 long, crown' i ` .3 i b 1r ?" bd common nail (subfloor, wall) b � 12s t bd ring - grooved underlavment nail 6 11) 130 8d common nail (roof}' 145 I ICU t 5r IUU 150 75UI -3000 75 8d common nail 6 135 128 , Staple 16 ga.. 1 long, 3 ! 8 crown 3 6 135 203 150 225 165 248 NoI -3500 81) ' I i!8 " -t 1 !s" j 10d common nail or 8d deformed i 6 110 12 For SI: I inch = 25.1 men. 188 1.1U 210 nail 233 170 255 s. Naii is a ;cncral description and may be T -head, modified round head or round head. 85 128 IU0 150 115 b. Staples shall have a minimum crown width of 7 11&-inch on diameter except as noted. 130 195 1.15 ! SPACING OF FASTENERS C. Nails or staples shall be spaced at not more than 6 incites on center at all supports where spans are 4$ inches or greater. Nails or staples shall be spaced at not more DESCRIPTION OF BUILDING 95 Edges (inches)' 110 Intermediate supportsc•a than 12 inches on center at intermediate supports for doors_ 188 1.10 MATERIALS ` t DESCRIPTION OF FASTENERbeaa 233 17U (inches) J. Fasteners shall be placed in a grid pattern throughout the body of the panel. 278 501) 1 -6000 Other wall sheathing• 158 120 180 175 �. For 5 -ply panels. intermediate nails shall be spaced not more than 12 inches on center each way. 150 225 regular cellulosic lt!2' galvanized roofing nail 6d 3 27U 6 f. Hardboard underlavment shall conform to ANSUA A135.4. 6UU1 -7UUU 115 tiberboardsheathing common nail s 16 ga., 1 long 195 145 218 - - 240 175 '-!�" structural cellulosic fiberboard 1 galvanized roofing nail 8d I 3 j b TA U 1,x 3 -2 125 188 sheathing common nail staple 16 ga., 1 long 155 233 170 V114111,A'i'it)N 1tA'I'I;,S FU It AI,1. C.It0U1' It UCUIJI'AN(:iL'S FUUIt .S i1)itIRS ANI) LF1 qS' 185 structural cellulosic 1 galvanized roofing nail 8d 3 215 b Aili+l +++r+trt n +rtl 111r+Yi + +nsrts t'e»Iiln[l+rn lt r+i e�:: t'++1 +Ic 1 I•er Ail++ + +te ((;rl+l) 203 tsber sh ,common Wait staole lb ga., l long ! 165 1 181 270 195 293 ; }•psum sheathing 1 galvanized rooting nail: 4 3 ` 6d common nail; staple galvanized, 1 long; 1 screws, Type W or S : • ? =s" gypsum sheathing l i 1 3' galvanized rooting nail: 4 3 8d common nail; staple galvanized, 1 long; l /s screws. Type W or S Wood structural panels. combination subtloor underlavment to framing and less i 6d deformed nail or 8d common nail ; 6 12 8d common nail or 8d deformed nail 6 12 10d common nail or 3d deformed nail 6 14 t:ur Si: l inch = 25.4 mm. l foot= 304.8 mm_ I mile per hour = 1.609 kmrh. :. All nails are smooth-common. box or defomted shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum avcraecbeadingyicldsirengthsasshown :30ksi(551 Mft) forshank diametcroffi. 192 inch (20d common naii), 90 ksi (620 M Pa) forshanitdiameters larger than s ).142 inch but not larger than 0.177 inch, and 100 ksi (689 MPa) for shank diameters of 11142 inch or less. a. Stapies are 16 gage wire and have 3 minimum 7 116 -inch on diameter crown width. C. Matins hail be spaced at not more than 6 incites on center at all supports where spans are 48 inches or greater. ;t. hour - tit -b► -a -foot or 4• foot- btr- 9•foot panels shall be applied vcnically. . C.:oactne •>f fasteners not included in this table shall be based on Table R60301 f_ For regions having basic wind speed of 110 mob or greater. 3d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing tv =1-t,t resleIrneci lht+t exceed R ited+ttnrrtc. 1ttc + rase else •, +i+•i +tetrett s e +lair r_ttte +tt Iicicti fn: li i+ccf +pnttrs I ?p not n rlclitic + + +nl Gramme within minimum 48 -inch aistance from gable ead walls, if mean roof height is more than 25 few up to 35 feet maximum - Forregtonsh3vtngbasic wind speed of 100 mph or less. nails' or anachingwaoodsrructural panel r ooisheathiagto gable end wall framingshAlbe spaced 6inches ii Ci��l per I�ctlrctRrt +. 'I fee en:tiin�an� Uhl is etlual to i.S tit»cs tl +e 911;14111111111- on :r:t tcr. When ixtsic :vi!W speed is 3rr3cc: than i00 mph. saris for attaching panel roof shgthing co interrnediatt; supports shall be spaced 6 incites on center for :rtrumum -�X-itch ownce from ridges. caves aria gable end walls: and 4 inches on center to gable cad wall framing- - 1 G� ctium srcarnr:e,c snail cuafeum to e M C 79 anti snail be:nstatled in accordance x ith GA 253. Froerboara sheathing shall conform [o cititer AAA !94 i or {S�m c W. SMC N-k eof fasccnersunMoorsr erhing panel edges ies to panel edges supported by framing members and at ail floor perimeters oniv . Spacing of fasietcrson W HOLE HO USE rt SE LECTIO N : exit site = trerg pa:tei edges applies co oaaee cages supported by framing members and at all roof plane perirtteters. B[oeiringof roofer Moor slt�titiGg pares edge, rerpera :t?stat to lire -aivtiag merrpcts shall not oe r equrrea except at tatersoa� of a:tiac�tt roof planes. floor and pe'IMCMr snail be suppom by framing CITY OF T DEG 14 2010.5 PERMIT CENTER stemocrs or swid blockin - Manitlacturer: JAMES- ANDERSON DESIGN. P.S. Model # - 1/ . ZOy VSO 6162 REGISTERED WR 11 off. _ �� + � f G.+i F� �.u�i6 r s.�` i A•RC,a•s�'�: �A�'ir ��.i�7ti 330 D/4Yft✓lV �,,,'1 . C�'. M Ji�. /Y�l�'J r 0 *r- �� STitTE CE��r�#��GT�f CA25i r,� �t� T'"+c�.�iGNEJtAc 9 As 0-ATE 1Z +3-&S C4 .._. P i -Amaj Plywood Hed rvottts Area, ii2 or le 3 4 5 G Mitt. _ Alux. _ _ _7_ - Ailtt. Ai+ +x. Niles. 61rex. _2 Mitt. Alnx. _ Mitt. ltln: M nlrtx. Alitt. Alnx. : W 50 75 65 98 89 120 95 1 4.1 IIO 165 125 188 14U 21U ioI - I (MM) 55 83 7U 1U5 85 128 101) 150 115 173 13U 195 145 218 IUU1 -15UU 6U 9U 75 113 99 135 105 158 12U 18U 135 2U3 15U 225 95 1.13 1501 -2000 65 98 80 120 110 165 125 188 1.10 210 155 233 20U1 -25OU 70 105 85 128 115 173 130 195 145 218 ICU 240 IUU 150 75UI -3000 75 113 90 135 IU5 158 12U 189 135 203 150 225 165 248 NoI -3500 81) 12U 95 143 110 165 125 188 1.1U 210 155 233 170 255 35014000 85 128 IU0 150 115 173 130 195 1.15 218 16U 240 175 263 4(XJ1 -5000 95 Ida 110 165 125 188 1.10 21U 155 233 17U 255 185 278 501) 1 -6000 105 158 120 180 175 203 150 225 165 2.18 180 27U 195 293 6UU1 -7UUU 115 173 130 195 145 218 160 240 175 263 19U 285 205 3U8 7001 - 8000 125 188 1.10 210 155 233 170 255 185 278 21)0 3(0 215 323 RIX)l - 9QI XI 135 203 150 225 165 2.18 181 270 195 293 219 315 225 338 >9UU0 1 145 218 16U 240 1 263 190 285 2U5 3U8 22U 33U 235 353 f_ For regions having basic wind speed of 110 mob or greater. 3d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing tv =1-t,t resleIrneci lht+t exceed R ited+ttnrrtc. 1ttc + rase else •, +i+•i +tetrett s e +lair r_ttte +tt Iicicti fn: li i+ccf +pnttrs I ?p not n rlclitic + + +nl Gramme within minimum 48 -inch aistance from gable ead walls, if mean roof height is more than 25 few up to 35 feet maximum - Forregtonsh3vtngbasic wind speed of 100 mph or less. nails' or anachingwaoodsrructural panel r ooisheathiagto gable end wall framingshAlbe spaced 6inches ii Ci��l per I�ctlrctRrt +. 'I fee en:tiin�an� Uhl is etlual to i.S tit»cs tl +e 911;14111111111- on :r:t tcr. When ixtsic :vi!W speed is 3rr3cc: than i00 mph. saris for attaching panel roof shgthing co interrnediatt; supports shall be spaced 6 incites on center for :rtrumum -�X-itch ownce from ridges. caves aria gable end walls: and 4 inches on center to gable cad wall framing- - 1 G� ctium srcarnr:e,c snail cuafeum to e M C 79 anti snail be:nstatled in accordance x ith GA 253. Froerboara sheathing shall conform [o cititer AAA !94 i or {S�m c W. SMC N-k eof fasccnersunMoorsr erhing panel edges ies to panel edges supported by framing members and at ail floor perimeters oniv . Spacing of fasietcrson W HOLE HO USE rt SE LECTIO N : exit site = trerg pa:tei edges applies co oaaee cages supported by framing members and at all roof plane perirtteters. B[oeiringof roofer Moor slt�titiGg pares edge, rerpera :t?stat to lire -aivtiag merrpcts shall not oe r equrrea except at tatersoa� of a:tiac�tt roof planes. floor and pe'IMCMr snail be suppom by framing CITY OF T DEG 14 2010.5 PERMIT CENTER stemocrs or swid blockin - Manitlacturer: JAMES- ANDERSON DESIGN. P.S. Model # - 1/ . ZOy VSO 6162 REGISTERED WR 11 off. _ �� + � f G.+i F� �.u�i6 r s.�` i A•RC,a•s�'�: �A�'ir ��.i�7ti 330 D/4Yft✓lV �,,,'1 . C�'. M Ji�. /Y�l�'J r 0 *r- �� STitTE CE��r�#��GT�f CA25i r,� �t� T'"+c�.�iGNEJtAc 9 As 0-ATE 1Z +3-&S C4 .._. P i -Amaj Plywood r �Z' -lam'' ,0 FOUNVATION PLAN � • ice' OBI �'xiU'}clb F7 SHEARWALL & HOLDOWN NOTES (U.N.O.) : (1) Simpson or equal. Locate at end of shearwall u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8d= 0.131 'xVV, 10d= 0.148 "x3 12d= 0. 148"x3'/4', 16d= 0.162x3 Y ', 16d sinker - 0.148 "x3 %:'. (6) Install H1's on all trusses/rafters, A35's at 24 "o/c on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24 "olc, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all trussesirafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong -Tie or equal. (7) Minimum 3x or dbl -2x stud lama w/ (2) -16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least T' into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than IT or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. HOLDOWN SCHEDULE Date: 11/27/2005 Job #: MARK HOLDOWN / STRAP *(1) FASTENERS O (2)-STUDS MIN U. N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T -1 STHD14114RJ (38U(30) -16d WA ..s '�� —z Zoos ty r a1111n RECEIVED CITY OF TUK-!V!IA DEC 14 LUU"3 PERW CENTER fi162 WGISTERED T CA fE ,fF AN��:� STATE OF �r�-J' `I GTON COPYRIGHT 0 JAD 2005 UNAUTHOR12ED fZEPRQOt AC110N OR USE 15 PROH113ITED AND PROTECTED BY FEDERAL LA Y4 JAMES -ANDER ON VE916N, P.S. RErJ' �'�1r77�L i�FtGi�7�.�E lilt ;; •T' e�VE Av[7M5GN •REC-45 T ERE-P ARCM + EC T 330 DA :ETCH 5 i _ 3 6 (A25) 77b -6766 DATE I ,_ • • 1 W • _A0 ! /_x%/12 12, le„ I 1 I i - i i •- 1r _s N - 0 1 kX SOW v4� - All 3 Ie' o d. eon ^ i -gam e- � C 0 � 1 I Z00 4- -PC C 0 N I T- 1 1 C { I is 7 I - ?') [%% I s YZ "G MAI LOA-ue'7 00, r { V ; I f Y17.1 o M� 6A - Vj velif ebov 46w IRV '3 0 me ! CAI I F 60 r- . eo 2 C� �o %or FIRST FLOOR PLAN SCALE 1" = 4' -0 " A _1 0 - 4 _1 i i i i s s ` ' • t � r E 0 ,t p �p o "� a ll 01i ' al 2 r4 Zo o T - 1K- M l" vA. d -- i f - i , a ll f I `V � 1 1 *44't w L ,.-2 ?,4 ?,4 4 , b& 2 � r DAM • Vv n e-/A � AA IL _ 9 w. - .f. t, to SECoONV FLOOR PLAN SCALE 1 W-0 • EJ I i r low _ 4 ,i v o _ _1 4 N 0 M • � NI o il E�rE�E� Fo � �--- DMPm CE FE8 7 2006 ty Of Tufcia )TIM, nn CITY OF T!jK DEL 14 M05 PERMIT CENTER 6162 R.GjSTER.EM WFIECT r CATHEP.1NE A STATE O;Fi WASHINGTON JAMW MV0!1. ON DESIGN, P.S. C,:- � hF.�^� :•iV�.g�GN QcG+STG�c� �R�Gr�i� cGT ... o N 2 f E CA: � u ey �o. W ,,E FWU a x ILI [A I I Z l Ty • Y J Z N IL 4 a IL 6 z IL IL a -3 O a 0 44 z � 0 � g m� �ujo w 1 irr 1 'r 0 w L a • 0 c ^ W W Z C3 w� uj CA: � u ey �o. W ,,E FWU a x ILI [A I I Z l Ty • Y J Z N IL 4 a IL 6 z IL IL a -3 O a 0 44 z � 0 � g m� �ujo w 1 irr 1 'r 0 w L a • 0 r ` V IF 4 s — LEFT 511 E ELEVATION RIGHT 510M ELEVATION! SCALE 1' = 6 -0" womom/ I THE AASHINGTON STATE ENERGY GORE . INAG 51 -11 . 2003 EpMoM TASL.E 6-1 _ PRE'3G4RtPTTVE REMPtE MOTS FOR GROUP R OGGUPA CY. CLIMATE ZONE 1 OPTION 6LAZIN6 61..AZlH 6LAZM6 DOORS CZLIN6 VAULTED YIALL YIALL.int V AL:_.ext FLOOR SLAB %FL.00R u -Value u vALUE u VALUE GE;LI�l6 ABOVE BELOW BQOIN ON AREA vertical overhead 6RADE GRADE GRADE GRADE IV Unlirmw 0.40 0.55 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 .�- OED fOA _7 ZJU .--- -- � � f-� 'Mir RECEIVED CITY OF TUKV ILA DEC 14 2005 PERK IT CENTER 61162 REGISTERED A.R . ECT C � CATHERIL''YE MDERSo'! STATE OF WASHINGTON COPYRIGHT 0 JAD 2005 UNAUTHORIZED REFRODUGTION OR USE 15 PROHIBITED AND PROTECTED BY FEDERAL LAfN .:A EA- ANVERzotiI DEIGN. F.5. DA ME 330 DA 0N 5 i _ sE ZaO20 (425) ir -b i 1�E.JFAX _ J s. 1 • f 0 -MMAJ FRONT ELEVATION SCALE 1•• = 4 i REAR ELEVATION "�44 - SCALE 1" = 5- RN „r t) r IF 4 s — LEFT 511 E ELEVATION RIGHT 510M ELEVATION! SCALE 1' = 6 -0" womom/ I THE AASHINGTON STATE ENERGY GORE . INAG 51 -11 . 2003 EpMoM TASL.E 6-1 _ PRE'3G4RtPTTVE REMPtE MOTS FOR GROUP R OGGUPA CY. CLIMATE ZONE 1 OPTION 6LAZIN6 61..AZlH 6LAZM6 DOORS CZLIN6 VAULTED YIALL YIALL.int V AL:_.ext FLOOR SLAB %FL.00R u -Value u vALUE u VALUE GE;LI�l6 ABOVE BELOW BQOIN ON AREA vertical overhead 6RADE GRADE GRADE GRADE IV Unlirmw 0.40 0.55 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 .�- OED fOA _7 ZJU .--- -- � � f-� 'Mir RECEIVED CITY OF TUKV ILA DEC 14 2005 PERK IT CENTER 61162 REGISTERED A.R . ECT C � CATHERIL''YE MDERSo'! STATE OF WASHINGTON COPYRIGHT 0 JAD 2005 UNAUTHORIZED REFRODUGTION OR USE 15 PROHIBITED AND PROTECTED BY FEDERAL LAfN .:A EA- ANVERzotiI DEIGN. F.5. DA ME 330 DA 0N 5 i _ sE ZaO20 (425) ir -b i 1�E.JFAX _ J s. 1 • f 0 -MMAJ FRONT ELEVATION SCALE 1•• = 4 i REAR ELEVATION "�44 - SCALE 1" = 5- RN „r t) r S Y7 � ,: A A FIRST FLOOR SHEARNALL LAYOUT 1/8" -1'-p" 2x q �o r pLd� tu�x> 1 4 X (O Z7i . ti. � �j C D Y -//1, & x y 40 It b It 6a%i� a)- w -v 4ag�,� �g t HOLDOWN SCHEDULE Date: 11/27/2005 Job #: MARK OLOOWN / FASTENERS TO FOUNDATION STRAP *(1) (2) -STUDS MIN U.N.O. ANCHOR *(1)(4) COMMENTS T -1 STHD14 /14RJ (38)/(30) -16d NIA 6 7 k iw � N.. COPYRIGHT 0 JAD 2005 UNAUTHORIZED REPROOUCT[ON OR Use 15 PROHIBITED AND PROTECTED BY FEDERAL LAyl JAMES- ANDERWN DESIGN, P.S. R WSMAL n4q.E RECEIVED ' CITY OF TLIMI �i -�! 1 7 1 !� DEC 14 2005 PERU fT CENTE c.ATHezm Aac)eesON RZ & 6;� ARGHf r: CT 3W DAYTON 5 T. »6 ED.rCWM . VW 0 0020 ;425) -T6 -6766 TEMM-10MIFAX DATE I 6 • JF J AA mow- t SvV - I i� 1 � v+*t+►rt+� -� Cc nULUUVVN NU 1 t5 (U.N.U.) : (1} Simpson or equal. Locate at end of shearwall u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment. deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8d= 0.131 'WW, 10d= 0.148 8 x3 ", 12d= 0.148 "x3Y4 , 16d= 0.162x3'/?', 16d sinker - 0.148 "x3Y4'. (6) Install HI's on all trusses/rafters, A35's at 24 "o/c on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24 "o/c, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all E trusses /rafters. LTP4, LTP5 or LS50 can be substituted for A35. s 6 7 k iw � N.. COPYRIGHT 0 JAD 2005 UNAUTHORIZED REPROOUCT[ON OR Use 15 PROHIBITED AND PROTECTED BY FEDERAL LAyl JAMES- ANDERWN DESIGN, P.S. R WSMAL n4q.E RECEIVED ' CITY OF TLIMI �i -�! 1 7 1 !� DEC 14 2005 PERU fT CENTE c.ATHezm Aac)eesON RZ & 6;� ARGHf r: CT 3W DAYTON 5 T. »6 ED.rCWM . VW 0 0020 ;425) -T6 -6766 TEMM-10MIFAX DATE I 6 • JF J AA mow- t SvV - I i� 1 mow- l SECoONV FLOOR SHEARNALL LAYOUT 1/6 " =1'-O" Z 7x i 11 S W -1 I I � � v+*t+►rt+� -� Cc nULUUVVN NU 1 t5 (U.N.U.) : (1} Simpson or equal. Locate at end of shearwall u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment. deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8d= 0.131 'WW, 10d= 0.148 8 x3 ", 12d= 0.148 "x3Y4 , 16d= 0.162x3'/?', 16d sinker - 0.148 "x3Y4'. (6) Install HI's on all trusses/rafters, A35's at 24 "o/c on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24 "o/c, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all E trusses /rafters. LTP4, LTP5 or LS50 can be substituted for A35. s Conn. per Simpson Strong -Tie or equal. (7) Minimum 3x or dbl -2x stud lama w/ (2) -16d @ 6' o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least T' into concrete; L _ F —. there shall be a minimum of two bolts er piece with p p one bolt +' located not more than 12" or less than seven bolt diameters I � from each end of the iece. 2x Ynin PT u P .n.o. mow- l SECoONV FLOOR SHEARNALL LAYOUT 1/6 " =1'-O" Z 7x i 11 S W -1 I I � ob 4b � 0 � #4 to , -W , . . * VA a � v l � ~ ' , fLi I tn 0 tn L3 7 ^ / / . ' / y -.`"~^ ...................... .... 1, / °^—^`~~' ~--'~-^ ~' ........... ................ .................... .. . .. / / / / .................. ~` ...... ---- ^'---.~ / / .~^'~"�.^.~,..~." ,°~.".." " ~'-~-~^~'~^'~^....^^~-^-^~~~~^~~� � Ilk tn 0 0 C) m ~-I ID 7 \ i | i � ` | / / QR .............. '.~^~ .............. ........... .......... ` .... . .... . ..... .............. ....... .~~~~. .... ..................... ....... .... ~_. ~- .. ^'~.~ ~-~ -^ - ,,. ° li ` � U -. '~^-~ - . . ."~ ... . ... ."� - .'.... . ...... . ....... `. / .- ..... ..... ~~~.~-~~~ N .... ''.~ -- - .`~~--^_^~~~^--_.-.-,~-~ .^ � .. . - ..^'~. -- . . ........ ` V dm— .// � ' _ - / ! ' / ^ �~....~�~ .. ..... ..... ..... � .^.~"~~~^.~~.-~~~ ......................... ~.~.° ^ �.... ... ........... . ............ ... ^~~^~"^~~~-"'~'-^^-~~' ^~°~^�~"~~~~ ^1r ~ ''~ ~~^ . .. ............................ ............ ....... ...... ............ ........ ..... ......... ..... ............................ ........ ............ ... ...... .................................... ...... ..... ........ ....... ' . � «"" ^ T Cn � � .�� . / / . ~- - - - .-`-'- -^ ....... .~~^~,- .... ....... ' ... .--. _~~~. .~^ � v l � ."~~...~.- �.-. . ' ` .- -~~^-.^~.-.� _� /_�� /.,.�. __ � . --^ ... -.. ... .- .. ............ .. .... . .. ............................ ............ ....... ...... ............ ........ ..... ......... ..... ............................ ........ ............ ... ...... .................................... ...... ..... ........ ....... ' . � «"" ^ T Cn � � .�� . / / . ~- - - - .-`-'- -^ ....... .~~^~,- .... ....... ' ... .--. _~~~. .~^ ."~~...~.- �.-. . ' ` .- -~~^-.^~.-.� '-~^. '�..... .. . ---~~'~^-~ ° U� \ / -A ca; r f 4 i ':vow �'; "I I a, I 4dill" 12 Flo Ala( Gdf f mh� (L'W-6 Wew 1 "06 vv//4v-/r'p 0. f-Tr eta� m Bill j�;- I a - (a- rr /,a-I 4i� W/ [41 &vi r 2xlri ��tUt75 C 14 "D zx Z Y,/Iplrj &P* ,*I CIA I wTH Zp j.."i f / r - - -- t --- w- 1 ' 0.6 9 1 I�XIL2X� GO1�G � ON �!f— IDl�tl- IID��iV i J 6162 _ REGISTERED SRC .TECT S ATH€R� A.'�DEF STATE CF WASH UNGTON GOPYRI&HT @ JAD 1005 UNAUTkORl J RE.*"RODUCTION OR USE 6 M. OHN317ED AND PROTWTED BY FEMI AL LAY'S W I E-elid L14�,� I?o Hip dM ' Iyfil L u� �� - , 0 lZ RECEIVED l:1tVfE,q DEC 14 2005 PERMIT C:J=ntTCcs JAMES-ANOMWN DESIGN, P S- .Q�+oDF-?Vi�L .V?G' -J�7L ;TUBE l oco - 7 ;tp 3�0 7AY CM ST _ =h Y'VA_ s80w t�v1 Tib-o +66 T —E P"C M'FAX -- I AIN pr-, -1 W L A r_-; 0 Mel ( o' irjc iz L/ Iv� Ir4 L t u ow e" 0I i� Jr�,,f + 44 + u/IrJ> �r���A „� �, I i 61 A, 9-- r90 vu vtw . loo, ) � h !. -,�►P roll �✓� --- o A + t' WAJ L' ev�(a� W/ I z- I c. J dq 11 "df4 1b ` jr. mt°u' q o r t [ + yc r 7 � °�� �.-f1 I ! o. G . g HIV m oo I +1 I- 0 m.- 104 G i - b" pr, 0140) t sr� Lbt;5p �:JJ L., ' g T • I' v 14.4I1,- CA 0 Ff, CIA I� lv� e, Ieor, C try/ .( 149 r . ICS r� .� - � d 149� J Li :011 di d456 6&oce 14- L4,, G WAD J , I ' a �o 'B Po a %o � ?. v tv r� • it 1. rA e6 f l REINFORCEMENT SCHEDULE HEIGHT IN FEET VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT 2' NONE REQ'D 2- #4 TOP BAR 2'T0 < 4' #4 @ 24' O.C. #4 @ 24' O.C. 4' TO < 6'TO > 8' 6' #4 @ 18' O.C. #4 @ 18' O.C. #4 @16'O.C. #4a10'O.C. ENGINEER'S DESIGN REQ'D • it 1. rA e6 f l r L1 V/ GQ� ova C> a pp / S gi p, �. P 5 IVY \ J 1�hevIn \ \ \ I1� � \ Q k9 �G �\ `• PAP \ y \ ro • o �R G 4 P c \ SCALE: 1 " -20' \ ELEV. DATUM: NA 1988 SITE ADDRESS: 116 EAST MARGINAL WAY S. / 1 0 Ilk Ic Q RIVE, � • ,�'` 3\ ,o / / G�' \ RIVE � \ .� •. \ �► � �° � � Viz• \ °� / o� \ z o � � � ` � \ a ,, P �a � �. q, �� tk• oQ c^' RIVE r / �° / � , � •39 NN 000 �� .p\?�� \ g Ac 011 \ S 9 <• \ O,p�y h$ �' > // �\ f TA►U- NAM�.� I RO p T �� \ /p • / 5` �` � � t � � � ' INS (a.TY OF � N ARK PER C� 5V fA ORE MAR . \ � <• / c,1 ,��°�'/ � , / 'L4 / / i \ d QQ`&� Q M ' l `' / 5 \ � / i • qQ w %I P` �° / p K 0 i OF • °° oeol F ° � N. zo. as IR VI C \ • \ `� Fti Sod �- 1 cg �' i NI \ O� 0� i� p � �O P , h ', , �. G PRIVA� AIYp ORA EN SEMENT F AGF FOR NEFlGRESs f T OF Cors 9. - — -flu eS �S a N . 99 � , \ •1p , � is // 1 C LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 1 • LOT AREA 7438 SOFT_ 2139 SQ.FT. 6402 SO-FT. 5909 SQ.FT. 5432 SQ.FT. 4970 SQ.FT. 4887 SQ.FT. 4793 SQ.FT. 3995 SQ.FT. k - ROOF AREA 2139 SQ.FT. 2139 SQ.FT. 2316 SQ.FT. 1960 SOXT. 1960 SOX 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.FTI, 2435 SQ.FT. 2449 SQ.FTI, 2051 SQ.FT. 1708 SQ_FT. ' 4 T - » • w F IVER IDE s. �• - w w TRA.CTS VICINITY MAP a r- WT TO SCAM 3 x • PTN. NW1 /4 SECTION 10 T23N, R4E, W.M. ? • co a ao - C >�c�00� Q a, _ - N 0 Y N W Q m (D - N N .. ©000m�o T _ v a ° d TAX PARCEL NUMBERS LOT 3 073300 -010 LOT 4 073300 -020 LOT 5 073300 -021 z LOT 6 073300 -025 LOT 7 073300 -030 LOT 8 073300 -031 a LOT 9 073300 -032 w 0: LOT 10 073300 -033 LOT 11 073300 -034 i--� J a� z E♦ ~ t/! 1 W m w � Tlx-ze plans have bem reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and ~ i -missiors which do not authorize violations of E-4 A 1dopted standards or ordiranom The responsibility Z e.r the adequacy of the design rests totally with the .. X-signer. Additions, deletions or revisions to these W 0 W -sait gs after this Cate will void this aoceptance •� Ind will require a rESubmittal of revised drawings 1H O :or subsequent apprI Ul W a Final ampmace Is st bjea to field inspection by �y .he Public W-or> s utilities inspector. F Date: Br. • Ca4f (er» ro..�. :...1 • V Cm REC:.�.. 1 a Z n o o +�•� U rC 1 c i. oft PUSUC `NORm., H 0 0 Z� 0 CNI Fw1 IL NOTES: UI A v O 1. SEE INDIVIDUAL BUILDING PLANS FOR BUILDING DIMENSIONS. E„y A 0 2. ALL UTILITIES, INCLUDING POWER, TELEPHONE, TV CABLE. ETC., Z Z SHALL BE PLACE UNDERGROUND PER TUKWILA ORDINANCE. e RECEIVED Cm OF Tt ttOP,'�► PEMMt t,I PROJECT NUMOM 1INC01.1PLETE 05011 T. I t Li SHEET 1 Or 1 r • 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 of 206-433-0179. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206 - 433 -0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be Washington State (grid) Coordinates, North Zone, using NAD 83/91 survey control and tied to any two City of Tukwila Horizontal Control Monuments. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 12. Replace or relocate all signs damaged or removed due to construction. 13. Retain, replace or restore existing vegetation in rights -of -way, easements, and Access Tracts. 1. 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 perm's} only. Froa> be Thursdey - in• - November - to - the .follovciag�laad or- does- rtat -eRow- lane- elesures-- in_the Tukwila - Urban- GeateaT -- 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 on 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. GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site, enough cover materials to cover all disturbed areas. c. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. 7. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the work being performed at the direction of the Director and assessed as a lien against the property where such facilities are located. 8. During the life of the project, the Permittee shall maintain in good condition and promptly repair, restore, or replace all grade surfaces; walls, drains, dams, structures, vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans. 9. The Permittee shall monitor the downstream drainage features, and shall, with the 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. STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the current King County Surface Water Design Manual, unless otherwise approved. E Mark all storm drain inlets with "Dump No Waste" and either "Drains to Streams', " - " . is 1RTi1!= . • • .. • S N � � SILT FENCE DETAIL NOT TO SCALE ............ ............ .......... ' r r - ,n - -. _ - � -- - 'j'.11 • _.: - to ^� -. - r 7 ► •rrr�rlr, I, rs �. : : : -... NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED Its A OONIPRIOLIS ROLL CUT 70 71HE LENGTH OF THE BAeRM TO AVOID USE OF JOXNTS, WHEN JONTS AM NECESSARY. FILTER CLOTH SHALL BE SPu= TOGETHER ONLY AT A SUPPORT POST, WITH A kWMW 6 IINCH OVERLAP. AND BOTH EMS SECURELY FASTENED TWA THE POST. B. ThT FILTER FABRIC FENCE SHALLL. BE INSTALLED TO FOLLOW THE CONTOURS (WHERE THE FENCE POSTS SHALL BE SPACED A MAX1liLSf1 OF 6 FEET APART AND DRIVEN SECURELY INTO THE (YMMUM OF 12 NCHES). OR AT 9 YA)QY.IY WHEN BACKING IS USED. C, A TRENCH SHALL BE EXCAVATED. ROUCKY 4 NCfES WIDE AND 4 KNCfES DEEP, UPSLOPE AND ADJACENT TO THE WOW POSTS TO ALLOW THE FILTER FABRIC TO BE BUFFED. 0. W 4 N STANOARO STRENGTH FILTER FABRIC IS USED, A WBtE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING IWAVY - DUTY WIRE STAPLES AT LEAST 1 INCH LMJG� TIE W ES OR NOG 4ttiM THE WIRE SKAiL EXTEW RNTO THE TRENCh A YDWW OF 4 NCfES AND SHALL NOT EfEib YORE THAN 36 MCFES ABOVE THE ORIGINAL GROUND SURFACE E THE STANDARD STRENGTH FXTER FABRIC SHALL BE STAPLED OR URM TO THE FENCE. AND 12 *K>IES OF THE FABRIC SHALL BE EXTENDED EM IM TREIhOt IM FABRIC SHALL NOT EXTEND YORE THAN 36 NCHES ABOVE THE ORMCAL GROLND SURFACE FXTER FABRC SHALL NOT BE STAPLED TO M TREES. F. WHEN EXMA- STRENGTH PETER FABRIC AS CLOSER POST SPACMIG ARE USED iM WE MESH SIPPWT FENCE WAY BE ERIUNATED. N SUCH A CASE; THE FILTER FABRC IS STAPLED OR WIRED DIRECTLY TO THE POSTS MIN ALL OTHER PROVISIONS OF STANDARD K07E E APPLIRIRG. G: T•w'c TRE044 SHALL BE BACWCLED itITN hATiVE SORT. OR 314' -1.V WASHED ROCK H_ FILTER FABRIC FENCES SHALL BE REl10VTD WHEN THEY HAVE SERVED THOR USEFUL PURPOSE. BUT NOT BEFORE THE UPSYOPE AREA HAS BEEN PEIOIANEHiLY STABLUM. I. FILTER FABRIC FENCES SHALL BE NSPECTED R EDRATELY AFTER EACH RAI1FAfL. AM AT LEAST DAIL OUR1NG PR XONM RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE M DIATELY. J. YANMIM .vCE. ANY OAMAGED OR 0,00M FENCE SHALL BE REPAIRED/REPLACED II WWATEE Y. SEDWENT YUST BE REVIVED WWh X 1 E SED1IMIfT DEPTH 6 6 W40CS OR GREATER F CONCO MATE I) FLOWS ARE EV!OENT UPHILL OF THE FENCE THEY UM BE INTERCEPTED AND OONVEVW TO A SfDWENT TRAP OR POND 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. Y COMPACTED DEPTH CLASS "8' ASPHALT CONCRETE 4" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE' basn* T F ; i CATCHBASIN L_ J SUBGRAOE COMPACTED TO 95X MAX DENSITY PRIVATE DRIVEWAY CROSS - SECTION NOT TO SCALE s v NOT To SCALE Project Manage /Owner: Darryl Doak, Sr. Doak Homes, Inc. (206) 372 -2280 Design Engineer: Tim Schriever, PE Alliont Engineering & Land Surveying, Inc. (425) 485 -1083 1# OuNA Mui •_ 9 - 13 9 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 073300-010 073300 -020 073300-021 073300-025 073300-030 073300-031 073300 -032 073300-033 073300 -034 UTILITY LOCATION NOTE. 1. Prior to starting construction, contact ONE -CALL (1- 800 - 424 -5555) for utility locations. 2. It is the contractor's responsibility to verify the location and elevation of all utilities and drainage facilities prior to construction. CONTRUCTION SEQUENCE �- 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 4) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOTS. 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDINGS. 7) INSTALL SiDE SEWER, WATER SERVICE AND OTHER UTILITIES. 8) INSTALL ON -SITE STORM DRAINAGE FACILITIES. 9) MAINTAIN FILTER FABRIC OVER ALL CATCH BASIN GRATES. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWiLA CITY STANDARDS. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FiBER MULCH, PLASTIC SHEETING. OR EQUIVALENT. 12) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. 13) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 14) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15) CLEAN OUT STORM DRAINAGE SYSTEM. 16) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. LOTS 3 THROUGH 11, BENNETT'S INTERURBAN TRACTS KING COUNTY, WASHINGTON. CUT 0 CU. YDS PER LOT FILL 110 CU YDS PER LOT SHEET 1 SPECIFICATIONS AND DETAILS SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN SHEET 3 GRADING & DRAINAGE PLAN CiTY OF N MLA PEf"T CENTER g N L� k 4 : 1 -C - 4 4 0 ti �d 0 Z a A Z U• Co H db Z A w T W V Z A Z� H �Z w� w� Zw H Z� W� E+ q Z d 44 w m M w .-I A M � • b M dK 0 0 • a oNoe 0 It PROJECT Nt*JM 05011 SHEET 1 OF 3 VICINITY MAP 3 x Z� �� • >�co 0 W a I � O N a, Y to 0T� O N m � v ti �d 0 Z a A Z U• Co H db Z A w T W V Z A Z� H �Z w� w� Zw H Z� W� E+ q Z d 44 w m M w .-I A M � • b M dK 0 0 • a oNoe 0 It PROJECT Nt*JM 05011 SHEET 1 OF 3 VICINITY MAP r lb PTN, NW1/4 SECTION 10, T23N, R4E, W.M. i Ile / 5 ROCK CHECK DAM DETAIL NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE ROCK GRADATION REQUIREMENTS FOR / CHECK DAMS AND 12" PIPES 1 6" ' 10091 PASSING 8" SIEVE o. 5 40 -60X PASSING 6" SIEVE 0 0 O O O 0 ' 0 -10y PASSING 2" SIEVE O O CHANN h o 0 403 � O 0 i • 5 1t� E1 M l I E O 8EL0 INVERT e "�'/ . ••:•� R � ?s• ' O %'{ 1 EL �S�� •, �, SEE ROCK GRADATION . • •� o \ REQUIREMENTS FOR END VIEW l:• ,:�• \ ROCK SIZING / . • ;'•1, • ' ' • •� • �; : .. � � ' �• •t' ••. : •, STALL ILIZEb• C U ON ENTRANCE �. •.:. ;.: • _ '. T CH 8U ING SHE P D ' ' ' : "' •'• � � •� • QUARRY SPALLS • ' , � ' ' •a p•,,y�.• :, •,,., .f. ON 1 \ FLOW O O Q O ?'1 2.5' MIN INSTALL CULVERT •'�' . • : •,:: �~ : �~' �� : \ CHANNEL Q 0 � 1' KEYED IF NECESSARY • . , • f :. • ;• . .•. \ O O O O - O BELOW IN po0 0 Oo00 0 1 s N 0 GEOTEX ILL: FABRIC UNDER �d X SIDE VIEW (MARAFI SWX OR aI ALj t) d n vR DO OD Ill NOT TO SCALE i \ _ v ��' �•, \ 9 � - . STABILIZED CONSTRUCTION ENTRANCE NOTES. 0 3 d• w 11101 \ / � R40 E'S AND OTHER OBJECTIONABLE MATERIAL THE QUARRY� � O SPALLSSHALL BE An THE N -,-% C Z C 4RED BECAUSE OF WASHING SHOULD Y W QD SPECIFIED DIMENSIONS, ANY DRAINAGE FAgUTIES REQ�. BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. W WASH RACKS ARE USED. Q 0 N C) THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS, O 00 v 0 2. AGGREGATE: C TO 6' QUARRY SPALLS PER WSDOT SID. SPECS SEC- 9-1 16. N S \ 3. ENTRANCE DIM THE AGGREGATE LAYER MUST BE AT LEAST 1 Y THICK. IT MUST r 't! \ EXTEND THE FULL WIDTH OF THE 1�N_AR INGRESS AND EGRESS AREA THE LENGTH OF u • ? , INSTA& CAT BA S�I TECTION OVER THE ENTRANCE MUST BE AT LEAST IOD FEET WHERE PHYSICALLY POSSABI.E. :3 ALL E)Q NG INS T C BASINS \ 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED I- ,•� FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE. THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO W / �`'' • �o�`' ; 1$ ' \ SAW CUT AND REMOVE ASI\HALT PAVEMENT MAKE WASHING MORE CONVENIENT AND EFFECTIVE. LIMIT CLEARING tTYP� SOUTH OF CB37 5. MAI NTAINEN : THE ENTRANCE SHALL BE MAINTAWED IN A CONDITION WHICH WIL L. PREVENT RIGHlS-OF-WAY. THIS MAY REQUIRE PERIODIC T \ • / DRESSING WITH 2 STONE. p ONTO P CONDITIONS DEMAND. AND REPAY AND/ OR CLEAN OUT OF ANYP O STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPLLIED. DROPPED. WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IM BY SWEEPI TH E PAVEMENT SHALL NOT BE CLEAN BY WASHING DO THE �� i� ALL S7REE AND WASH WATER MUST BE E TREATED TO PREVENT SEDIMENT T LADEN WATER F-1 E • 6 "� ,�� i �\ y \ �► FROM ENTERING DOWNSTREAM DRAINAGE COURSES. W ul E-4 44 i A - ,' r at � � \ � � \ • � i � / � d INSTALL TEMP Y T CE �y a• IN TABILIZED CONSTRUCTION ENTRANCE � �"'� H W ACROSS SWALE A PR \ ER ON SHEET 1 0 I \ \ \ NE AND ADDITION LOCA TRAP NOTES: c) P4 x IMENT AS NE Y 0 T ' \� 1. SEE TESCP SPECIFICATIONS, TEMPORARY SILT FENCE DETAIL AND M m \ \ \ + 1 SIT LADEN WATER SITE sti ` W Z V-1 r7y STABILIZED CONSTRUCTION ENTRANCE DETAIL ON SHEET 1. • ..,� .. N NI � \\ y10 Ap / �� �� '' ANA 0 �N r FOR !N �p5 \ + �3 ,��, ��, /fi °R BE � • E GRESS O 00 \ / , tors , uT'LI E W INSTALL CATCH QA T10N OVER �. �/ �, \ _ is 9 . 1 ,q�yo 11 a . o + STING AND INS CATCH BASINS moo, / / , , -- - — . , . E" CONSTRUCT SURFACE WATER l8 \ + !� 1 °�t�i �/ , _ s • DIVERSION swALE ,, CROSS SECTION C -c G w INSTALL CHECK DAMS PER DETAIL ` + r .1 t o ca ALONG SWALE TO CREATE SMALL SEDIMENT \ _ /� ��� ; -� ' -�' Q'i Z a° o TRAP PONDING AND PREVENT EROSION \� ,,'' + ,,p / r • �, / W �..� o �+ /, S I O N SWAL m DIVER � � co \ � \ . \ _ �. x / '� �� E �, � � \\ ' �v °� —•. - x •,� �.� . ��- CROSS- SECTION C -C co z \ �\ r 't N ALE W a A y \ Ar o o sc o Y\SILT FENCE O . OING� oPE PROPERTY LIDS — - A -_ z z DETAL 1 • •� .► �g ELEV. DAT UM: N \ '� 4 / _ _ _ ,. 1� TU A�JD i 98$ p \MTALL Y SILT FENCE AS I�CfSSARY � � • - .' ` _�. _ _ _ _ _ TO PREVENT SILT LADEN WATER FROM � � . � •. • . _ - � =� z ti •ti- ENTERING STORM DRAIN \ - ;,�. K .. �,; • _ �- :: - _ .; .:;c,>`rrEo 05011 • ` 1 ` L. � 1, __ v -`� i•. \ -. _— � . • — . ! • -Z pgLT CEAEER SHEEP 2 OF 3 I IV • a qw \ � G S / // > 20' MIN, WIDTH ASPHALT ROAD ADDITION EXIS WIDTH VARIES 3•� MPx �b� _2% Ile CATCH BASIN PER < PLAN 2" COMPACTED DEPTH CLASS "B" COMPACT SUBGRADE AND SIDE SLOPES TO ASPHALT CONCRETE 95% OF MAX. DENSITY 2" CRUSHED SURFACING TOP COURSE 10 MIN. CRUSHED SURFACING BASE COURSE I aA o� ' , '/ �, 0 , / % ° o A • �,P \ ACCESS ROAD CROSS — SECTION A —A \ ` z NOT TO SCALE vR�� VIs � \ ELEV. DATUM: NA4 1988 TBM: IE 12" CPEP IN B37 Irb �l ,1 �o� e� -• • 6 SSA \ C l • / 5 �`j` fyq \ S s G : N z W a c3 z U) W FA fee; �� 1 CA �;• ,`� o �P�.� �j` \ 12' TYP. � , �� , / �O�ti �$ ' \ A pv 5 0�0�, s qj� \ aG 1 s�oPF OF V, ' • �p �� / • / Q � ' �,� 6,� \ / '' ` o � � Fd� ? p` � \ 4 �V`� y \ 18 DEPTH �OQ���`' ,' �, S ` • 2 . ` V F.�°° \ � N SWALE WITH NATIVE �k. W. Q F / 'q '93 1y Q�G. G�� �' GRASS LAWN MIX AND MULCH WITH ��1�' z C�' �' �.� , 3' DEPTH STRAW: 1 �� 5. \ :J � • 1'` 3\ A / / G� \ qR {� ��p� � \ �• / i - - _L r 2. SLOPE CENTERLINE OF SWALE �� ? �ti \ 4� / o�c}a \ 2p ` � O� 01 \ �� y� I �` 0.509: MIN. AND 3.0% MAX. $ yA O / �h� $ \ 6. / / ,)> 3. CONSTRUCT SWALE WITH 4:1 • /� �; h \ ` 1 � \ G �� .. �t \ \ / - / \ 5'(1 2 `�� MAX. SIDE SLOPES TO ALLOW FOR 0/ _'� • �O �� / O �� J ♦ S 2S �p'-1� .4v �' fl LAWN MOWER MAINTENANCE. �pRIVE / � 'C�� � �' , Q��� P� • \�' ♦ �� � �� \ i � �/ �P X 1 5 �, \S \�� o G� Z o '39 ♦ z G GRASS — LINED SWALE ! \�Fo / / T� SpRA o z6� CROSS— SECTION B —B ' / / \ �° s4 S ��`Q, %� NOT TO SCALE G � DRIVE .8 \ •s \ 'y / � , ma d \ \ DRIVE < 2 1 ,� G� p • CONSTRUCT"'GRASS UNED, SWALE \ t• �$ 9. �•• �6• z0 , 9 `' h� PER CR SS SECTION 6 — ��' s ad / `' �ti / �o��. / �• J�` \ : 1y ��6 NPR N. \ \ rp, C� Q��� `�' \ Q�Q� / G V� ! f a Q Fj�'' aj �+ c �'�c, G G 0� pS Ar �.0 .�- ' - %-- 00 s to P RIVATE �o '1 P DRIVE / / AND D N ,M0 VT FOR j '� \ �• / O y , p �`, / j f � SIG FOR BE H�ES�. f < t'p QQ���� C'Q�' / / ' G� �� // / 1 - . �$ e0� Ear OF LO Ts U71Un '�' �P\�P \ 5• � GQ`P ro c 6 / / / \ 0 // �8� j8� O qND 7 QF`'��o °'i� 5 � Owls QED ���� A% op / c \ �� �i / �'P 4 Q� -�O Off/ G� � / � a'� a s cp • � tt / I 'gyp moo; 6 9 d►�� / y '1 g�` +�► / `� Sy 2 \ oo h , � 6 l . �Q Pte/ r( \ �' - ~- ' ' ` 4 ' • • A % � 9h � 0 � ° XA A. `( 3g -� ` alp �, g � g. • T T \ ���'Q s,� f �� ` / \ � \`CAF ��� �\% . —12 � L DRAINAGE NOTE: . ALL ROOF AND DRIVEWAY DRAINAGE WILL BE DISCHARGED DIRECTLY TO THE STORM DRAINAGE SYSTEM THAT DISCHARGES TO THE DUWAMISH RIVER. RECE� CmroF AIA Vim• C� ►1r�� Paw CENTER e 4 - s 0 N G �- r Vl O 3 x • � Q z�v- a�o 00 r- W • 0� 04 (0 Y co N O 04 T_ O OD � p .�� �"• m N a W H Pit U � All w `� Q ca w � a w � Q � � W � O � Q � z z WZ W� C4 P: � ZW ° Z � a cq W�NOW Z H cr 05011 SHEET 3 OF 3 6