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Permit D07-319 - REHABITAT NORTHWEST - LOT 2
REHABITAT NORTHWEST LOT 2 3606 S 139 ST D07 -319 Parcel No.: 3229200091 Address: 4606 S 139 ST TUKW Suite No: CityA Tukwila Tenant: Name: REHABITAT NORTHWEST - LOT 2 Address: 4606 S 139 ST , TUKWILA WA Owner: Name: REHABITAT NORTHWEST INC Address: 3601 MARGINAL WY SW , SEATTLE WA 98105 Phone: Contact Person: Name: CHAD DETWILLER Address: • 3601 WEST MARGINAL WY SW , SEATTLE WA 98106 Phone: 425 829 -5298 Contractor: Name: REHABITAT NORTHWEST INC Address: 5639 16TH AVE SW , SEATTLE WA 98106 Phone: (206)255 -3474 Contractor License No: REHABNI973KZ doc: IBC -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -319 Issue Date: 04/28/2008 Permit Expires On: 10/25/2008 Expiration Date: 05/24/2009 DESCRIPTION OF WORK: CONSTRUCTION OF NEW 2024 SF SFR WITH 495 SF ATTACHED GARAGE. PROJECT ON WD #125 AND VALLEY VIEW SEWER DISTRICT. Public Works Activities Include: TEMPORARY & PERMANENT EROSION /SEDIMENT CONTROL, LAND ALTERING, ACCESS DRWY AND STORM DRAINAGE. Value of Construction: $208,647.89 Fees Collected: $4,766.81 Type of Fire Protection: NONE International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 22 D07 -319 Printed: 04 -28 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y City a,..iTukwiia Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 115 c.y. Fill 29 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: cluaj� Date: Print Name: e d a . . 1 ? P )r // 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-10 /06 Permit Number: D07 -319 Issue Date: 04/28/2008 Permit Expires On: 10/25/2008 l "" Date: t -- )&19 D07 -319 Printed: 04 -28 -2008 Parcel No.: 3229200091 Address: Suite No: Tenant: doc: Cond - 10/06 4606 S 139 ST TUKW 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us REHABITAT NORTHWEST - LOT 2 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -319 ISSUED 08/24/2007 04/28/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. D07 -319 Printed: 04 -28 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: An approved automatic fire sprinlder extinguishing system is required for this project. (City Ordinance #2050) 22: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 23: Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 24: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 25: 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) 26: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 27: Maximum grade for all projects is 15 %. 28: Adequate ground ladder access to rescue windows shall be provided. 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 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. 32: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** doc: Cond -10/06 D07 -319 Printed: 04 -28 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 33: 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. 34: Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. Contractor shall follow all the conditions and recommendations of Gary A. Flowers,PLLC Geotech Report revised on Oct 30,2007 and previous AESI Geotech report dated Feb 13, 1997, revised on Nov 13, 1998. 35: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 36: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 37: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 38: Any material spilled onto any street shall be cleaned up immediately. 39: 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. 40: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 41: From October 1 through April30, cover any slopes and stockpiles that are 3H: 1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 42: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 43: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 44: It is strongly recommended that storm drainage designs be certified by a licensed engineer. Otherwise, the owner assumes liability for the design and any subsequent related damages. 45: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 46: The Geotechnical Engineer of record shall provide certification on a lot by lot basis, including excavations for utility lines, that the work has been completed in accord with all geotechnical recommendations. 47: Prior to final permit sign -off applicant shall pay to King County Metro Sewer Facility Charges in the amount of $ 5,721.40 and submit proof of payment to Public Works. 48: ** *PLANNING DEPT CONDITIONS * ** 49: Record on title " *note" on short plat, dated 10.05.07, " *note: Future activitities within the wetland buffer and setback are strictly limited under TMC 18.45 "environmentally sensitive areas" as the chapter currently exists and as may be amended in the future. These restrictions shall be binding upon successors and assigns of the parties and shall doc: Cond -10/06 D07 -319 Printed: 04 -28 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us run with the land. The owner agrees not to remove any of the native vegetation, and maintain the fence installed to designate the buffer enhancement area." 50: Signs designating the wetland area shall be installed on every lot that has a wetland buffer zone and additional setback. The signs shall be installed on the split rail fence that designates the wetland zone. doc: Cond -10/06 * *continued on next page ** D07 -319 Printed: 04 -28 -2008 Signature: Print Name: doc: Cond -10/06 £ (J Ado.-`/c City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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. Date: 0 D07 - 319 Printed: 04 -28 -2008 SITE LOCATION Tenant Name: CITY OF TUKWILA—I Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup: / /xmw ci. tukwila. wa. us Property Owners Name: ►+A V Mailing Address: 14.).4»- -.'A / 6 SO Name: 7.%., rid [ 41 fer•' Mailing Address: 3601 (J. uo.; n�� I /Josl 5 /) E -Mail Address: eta) (2 re L L: if Ac Le.s [ ca't,. Company Name: 4L 6; 4.4 Mailing Address: 3601 . Il t l�ar,,v._ ( G.�o - S r Contact Person: �i/l,a. J /ae try /: Er E -Mail Address: CAd @ re 1.1-La . 4 . c Contractor Registration Number: ## P' f. rf 73 a Company Name: Mailing Address: ,v/A Contact Person: E -Mail Address: Company Name: id• -xi reap` Mailing Address: / S /G,� Aug fie Contact Person: ,4 � k) 6_ 0 E -Mail Address: N►1 A ys.- NS 0.44 I �a 0.o . off+ Q:Npplications\Forns- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 hh Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. SE0.4 City City r0f3-066 (For office use only) 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 ** id/ State Expiration Date: 51a`/ /i9 State old I King Co h Assessor's Tax No.: 5� lU 001 Site Address: 5 131 " S'1 L-o+ oZ- '17,,k6 . 14 4)4 9814,e Suite Number: Floor: New Tenant: ❑ Yes ❑..No 18io6 Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: gd5)V1 - S8 9 8/OG, City State Zip Fax Number: 004:,)1..3.3— 73675" GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) 4-M 98/06 State Zip Day Telephone: 4. ) 9J2 - 7355` Fax Number: C.PaG) 933 - 7 55 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Zip City Day Telephone: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record 4 v; lte iJR 9107 City State Zip Day Telephone: f5/3? - 090.7 Fax Number: Page 1 of 6 BUILDING PERMIT INFORMA' - 206 -431 -3670 Valuation of Project (contractor's bid price): $ /"64ck o Existing Building Valuation: $ A(.If } Scope of Work (please provide detailed information): C or, str " 1J e'c i'l S Fib �e r ��•zh?� Will there be new rack storage? ❑ Yes Q:Wpplications\Forms- Applications On Line \3-2006 - Permit Application. doe Revised: 9 - 2006 t,1. ❑ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1" Floor Floor 3"' Floor Floors Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Existing Interior Remodel Addition to Existing Structure emit /OC.o �qs NSA Type of Construction per IBC v8 Type of Occupancy per IBC fR -3 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): 5;7/0 Floor area of principal dwelling: /SZS Floor area of 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: oZ Compact: Handicap: Will there be a change in use? ❑ Yes Er No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm la None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 141 No If 'yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 r ?IJDLIC WORKS PERMIT INFLMATION — 206433 -0179 Scope of Work (please provide detailed information): if...6 4 A Lo 9- teemi SF 12- clef p La� Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila la... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ® ...Total Cut '...Total Fill '❑c ...ValVue ❑...Sewer Availability Provided cubic yards cubic yards Q: Applications\Forms- Applications On Line'3 -2006 - Permit Application doc Revised: 9 -2006 kh Call before you Dig: 1 -800- 424 -5555 ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. � ubmitted with Application (mark boxes which apply): ] ...Civil Plans (Maximum Paper Size - 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) roposed Activities (mark boxes that apply): .. .Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use - Potential Disturbance Z.-Construction/Excavation/Fill - Right -of -way b Non Right -of -way 5 g g ...Permanent Water Meter Size... S A( " WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size " ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private ❑...Traffic Impact Analysis ❑ ...Hold Harmless - (SAO) ❑ ...Hold Harmless - (ROW) [..Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line M.. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection r' Irrigation " Domestic Water FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor. Qty Furnace<100K BTU I Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat ( 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent t Hood and Duct I Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment • Air Handling Unit <10,000 CFM Incinerator — Comm/Ind - MECHANICAL PERMIT INFL,,MATION - 206 - 431 - 3670 MECHANICAL CONTRACTOR INFORMATION 'aIL pr<.;re. 1J4 9 /SZISE Mailing Address: PC) Elbu. e. ZO Contact Person: Terri rri E -Mail• Address: Contractor Registration Number: ex sit -Ni4 & A Valuation of Mechanical work (contractor's bid price): $ 7000 Scope of Work (please provide detailed information): .i��•- �� U�a,.� Use: Residential: Commercial: Fuel Type: Electric ❑ New Replacement .... ❑ New .... ❑ Replacement .... ❑ Q:Uppliations\Forms- Applications On tine\ -2006 - Permit Application.doc Revised: 9 -2006 City State Zip Day Telephone: ( G O\ 1.9 7 -'64 Zto Fax Ntunber: (2.0, (4 7 - *'373 Expiration Date: •3/474 4.ei ..) Z 7g4 Gas.... Other: Indicate type of mechanical work being installed and the quantity below: Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty ' Bathtub or combination bath/shower .2: Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic I Floor drain Sinks Dental unit, cus • idor Shower, sin. le head trap Urinals Dishwasher, domestic, with independent drain Lavatory 3 Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent I Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, .except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment • Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPINGRMIT INFORMATION - 206-431...L/0 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: '1-A P kai.L ; u- - Mailing Address: i i i / 5:3-t? cr it- City State Zip Contact Person: — recta. Day Telephone: '53') aoq - 990 9 E -Mail Address: Fax Number: Contractor Registration Number: "T SPLLL 47 $.1u. Expiration Date: 7 /A1do Valuation of Plumbing work (contractor's bid price): $ Jo - - o Valuation of Gas Piping work (contractor's bid price): $ I,4 Scope of Work (please provide detailed information): Lit terfAc Cc. c uJ 6FR_ Building Use (per Int'l Building Code): ✓ 8 Occupancy (per Int'l Building Code): Utility Purveyor: Water: KC L) I LS Q:\ApplicationsWorms-Applications On Line\3 -2006 - Permit Application doc Revised: 9 - 2006 hh Sewer: V&Ifa 0 Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Page 5 of 6 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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 OWNNER • A T RIZED AGENT: Signature: G 1'i�% Print Name: add i trice dert Date Application Accepted: Deb 1,01- Q: ApplicationsWorms•Applications On Line \3-2006 - Permit Application.doc Revised: 9-2006 hh Date: 2 /07 Day Telephone: 64 Qs Mailing Address. tool 13. /t� :.u� L 5 &) `ri 14 9S /p,, City State Zip Date Application Expires: _ _ / k Staff Initials: Page 6 of 6 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $4925 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 $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 'V S139f` 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. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization 5—Do Erosion prevention sb Water /Sewer /Surface Water /o 00 Road/Parldng/Access SBa A. Total Improvements 2 , SVv 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C +D) 5. Enter total excavation volume — 0 cubic yards cubic yards Enter total fill volume Use the following table to estimate the grading plan review and permit fee. r of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 PERMIT # $250 (1) $ 3i2..SO (4) $ 4. -S TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 33‘..06 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. CITY OF TU► E {, AIII AUG 2 4 2007 PERMIT CENI ER (5) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for l" 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2- 1(10 %) $1.00 0 -1 $0.00 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit IssuanceiInspection Fee (B +C +D) 7. Pavement Mitigation Fee $ ( The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ ( Approved 09.25.02 Last Revi$ed Jan. 2006 2 $ (6) Receipt No.: R08 -01377 Payee: REHABITAT NORTHWEST ACCOUNT ITEM LIST: Description BUILDING - RES PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 3229200091 Permit Number: D07 -319 Address: 4606 S 139 ST TUKW Status: APPROVED Suite No: Applied Date: 08/24/2007 Applicant: REHABITAT NORTHWEST - LOT 2 Issue Date: Initials: WER Payment Date: 04/28/2008 01:59 PM User ID: 1655 Balance: 80.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3799 3,161.32 Account Code Current Pmts 000/322.100 000/342.400 000/345.830 000/342.400 000/386.904 104.367.120 Payment Amount: 83,161.32 1,988.44 54.50 37.00 63.00 4.50 1,013.88 Total: $3,161.32 1713 04/28 9711 TOTAL 3621.32 doc: Receipt -06 Printed: 04 -28 -2008 RECEIPT NO: R07 -01799 Initials: User ID: JEM 1165 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.cLtukwila.wa.us Payee: REHABITAT NORTHWEST, INC. SET ID: S000000835 SET NAME: Trop set/Initialized Activities SET TRANSACTIONS: Set Member Amount D07 -319 1,605.49 M07 -185 41.00 PG07 -221 64.00 TOTAL: 1,710.49 TRANSACTION LIST: Type Method Description Payment Check 2745 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW SET RECEIPT TOTAL: Payment Date: 08/24/2007 Total Payment: 1,710.49 Amount 1,710.49 1,710.49 Account Code Current Pmts 000/345.830 1,397.49 000/322.100 250.00 000/345.830 63.00 TOTAL: 1,710.49 �': f)3/24 :' J.O _:`iTAL 17:L0,49 COMMENTS: D 'r � � 6,),-/5(c)--E t > MI- ST iettAJ :I( 1AS. - -e6k J b 4A A k I) f j A \: c LA) of lc) ► l&A= "(4e t .&)OL& tnAuc 6c--Tet- I of- tc-e. 6,4A tr,5 61,. 'J(.0AfJd,...7 ie o r I�o,..,, .-rb SP(Asc, gc, „kr, pi,tA:� U_iorKs fc -1, Jr p,t�:a,�.sl� - r- 6 !' n L : „ tr �,. . - t I.J a b, I Gi l , tATL: 'Le .olJA J h,, "S - A/ 6eTl.): ((.ef -/wits i 1 ' - ' 4 . - - - • ' - ' 4 . - - - • - r u L ' ' W V - 5 T i > f.e S i.k.-- *. 5I(4F, Date Wanted: 3 — CO —.° %A,M.- p.m. Pro •-• : 6 y Type of / I < specFi t) t ---) , 0 Address: "fl0'7� S G !U t Date Called: ,-- Special Instructions: l Date Wanted: 3 — CO —.° %A,M.- p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspec or: v IDate: S El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: ,. - -, +►ate - • COMMENTS: 1 /(') (iip ,) 6r) ..,1" Type of Ingpection: r; 42/1 � —nod/ ,_3`.Af - (� 1) Al ti-i-4 f 1- _ ( e SiQ . f,-ti 4 r t) ( " 1 3S-' ` A f ( .7 - v---1 As 6 AT J Ti ) (..1 e t,.1e r {.- (r, tica p.m. 1 Phone No: 1 Propct: } . ..,1" Type of Ingpection: r; 42/1 � —nod/ ,_3`.Af - Address: 4 /6e 6 s / 3 ? Date Call d: Ce.1 .. S - G f� Special Instructions: Date Wanted: S'— / - o r 7 r {.- (r, tica p.m. Requester: Phone No: 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 El Approved per applicable codes. 'Inspect ) (ej !Date: 667-3/ �- -0 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. r- Corrections required prior to approval. 'Receipt No.: 'Date: Pr°'ect: Type of Inspection: Addce� / LI 5o S \ Cl Date Called: Special Instructions: Date Wanted: I - —0 p.. Requester: Phone No: u INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ? n5ector: c INSPECTION RECORD Retain a copy with permit D07-31 PERMIT NO. Corrections required prior to approval. 111/1/4 —51.011,d(P) Date: , / 2q , 09 (206)431 -3670 El $60.00 REINSPECTIONYFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: `Date: COMMENTS: ( k)(_mke A o T; ,Re5 _ SC E :$ 1 t.�e . - T1A,e Li Lki .P!e V - (iP (.A 1) , o -0A2 OA � Project: Type of Inspection: t e h i0 . k fi It... .1 +— i titti4 I Address: Date Called: LI (90 (, 5 13) c,! Special Instructions: Date W nted: a.m. '' —2 5 - CI Requester: Phone 26 �, 5 -3 y INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. ( INSPECTION RECORD Retain a copy with permit EJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: PERMIT NO. Corrections required prior to approval. I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. ( INSPECTION RECORD Retain a copy with permit EJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: PERMIT NO. Corrections required prior to approval. I COMMENTS: Type of I_nsspe on: Called: �J , 1ll� Address: 11i .Z ic0o(. 0 covIA 131 -- sue Date Special Instructions: WT 'K' V Date Wanted: � ' .--._ _4,... ! — (�i Or p.m. Requester: Phone No:_ GZi 71r AJD e' A CV l ) ISJ. „ t 1 1 Pr , . b � d - 0 - Type of I_nsspe on: Called: �J , 1ll� Address: 11i .Z ic0o(. 0 covIA 131 -- sue Date Special Instructions: WT 'K' V Date Wanted: � ' .--._ _4,... ! — (�i Or p.m. Requester: Phone No:_ GZi 71r INSPECTION RECORD Retain a copy with permit Dor) ,3 (q tt PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 7 INSPECTION NO. ❑ Approved per applicable codes. Inspect (r: („A © Corrections required prior to approval. (Date: 1 ( - 1 EJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite :100. Call to schedule reinspection. 'Receipt No.: 'Date: ProjQct: A x ^� , 1 , / (,�J Type of Inection t , `s ( e - , . ,.._ ✓�� J Address: r, 4to ( MO 5 t 3c - .SZ" Date Called: Special Instructions: Z 2 S- O (� L_ Dr --.17 " 2 Date Wanted: f I- I7-' O - p.m. Requester: Phone No: G si INSPECTION RECORD Dori -3 ( 1 Retain a copy with permit INSPECTION NO. PERMIT NO. !/ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Approved per applicable codes. COMMENTS: ('■ 1-( 1 I lnsPect r : 'Date: Z v� n $60.00 REINSPECTION FEE REQ RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., St)ite 100. Call to schedule reinspection. `Receipt No.: 'Date: orrections required prior to approval. Pr ' t: l (' h A b 4 A 0 t..1 1c Type of Ins ection: z j uJ `R Address; S ) Date Called: Special Instructions: Date Wanted: Q a.m. Requester: Phone No INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 a Approved per applicable codes. Corrections required prior to approval. COMMENTS: El P 1 Rec- pt No.: / Date: Cc* I 7- .00 REINSPECTIONIFEE REQUI D Prior to inspection, fee must be d at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection. 'Date: Project: i (z Type of Insp ion: U Address: 44 5 13i'''' 5 Date Called: Special Instructions: 1 ' 0 J Date Wanted: ,� / a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. COMMENTS: n r [P1-1 _ArQe J InspecLot: Date: $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: E1 Corrections required prior to approval. COMMENTS: J Type of nspectiora: j \ 1- - r — �J ( fit f ,i 1 A--7 Address: •I(0 o (A 5 / 3 it s- Date Called: / ,- Special Instr X . s i ( J ridd Date Wanted: a. m. rh-I1 `,_ /-1 : i S Phone No: ' frZ f _ -S-2- W cr ' e F �( -K A `i 1 f 0`P,j r S � 1 ,S 1 � c Projject:/� II J Type of nspectiora: Address: •I(0 o (A 5 / 3 it s- Date Called: / ,- Special Instr Date Wanted: a. m. Requester: Phone No: ' frZ f _ -S-2- W (c) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Inspecfor: orrections required prior to approval. Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: J 6T / — t Address: ;y ��o 1(n ). I35 ) , Date Called: r -c. t b. r-r e ,-rr I s AfQ Date Wanted: , p � 1 a.a} 1 - 7 3 4J p.m. o% c '� 1 -- d r S --- Phon N -Z S � ii r 0 V, I In () t / .r > ' ke '‘ � � ` �. ' Pr ec l Type ofinspection:, `` P — 0 k .. Address: ;y ��o 1(n ). I35 ) , Date Called: r Special Instructions: * 7 1 (� Date Wanted: , p � 1 a.a} 1 - 7 3 4J p.m. Requester: Phon N -Z S � INSPECTION RECORD Retain a copy with permit INSPE N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 Approved per applicable codes. Corrections required prior to approval. 'Date: / .7 .3 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: .ri -� "iw= r`;. - COMMENTS: toL 1l ear`- Al ( ice' / P Jo( 4 � -- Type of Inspection: r 2 PrIv\ 1 IV C ) s (ke- ' ∎ A -P O(T c ` j f c! - :AI bk Uti�A A [vjJ S 2 CMGx Dot _ f l ) Al; o _s:4 p b/ a -n-1 LIJ l J N 1( . r1' Ca-- f l - f 6_ t o P , U } ■ ✓L c - A- (-, f--11 e--)6-- l l t I- 1 -11.ri ` ' e l� " J A> I Ear :�� �t S`� , -IJ_- .sue!r -, �'�rc co (V 6 -J �,t ' > PEAI MI ,/msse , it 1,J - rl1, Requester: i Phane No: _ Pro' k P kil b; -- " Nw Type of Inspection: r 2 PrIv\ 1 IV C Address: q( /O(, S ;Si Date Called: Special Instructions: Date Wanted: 7 -2_ad_.-6 ' ��, �J P.m. Requester: Phane No: _ 45W 007 INSPECTION NO. PERMCT NO. CITY OF TUKWILA BUILDING DIVISION �. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. j Inspe4r: INSPECTION RECORD Retain a copy with permit orrections required prior to approval. 1 Date:- 7 Z { �� El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: A) r°�I lt�Gt/ Type of Inspection s 4°4 Ad t / /� � Date Called: Special Instructions: 7 � Date Wanted 6. -' 2 G - De p.m. Requester: Phone No: 0/z. a? � z5 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -36 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 lnsPoi: Akir 1 Date: / ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: jDate: • COMMENTS: ,—'--------- Addros; /3 S Date Called: Special Instructions: — CM f) ' f c rL A Ai ci ,-) A a.m. pA if - e-k Phone No: _ (— — I . I : Project.;, h 4 61/41 AJ GO Type ofinspection: kovi" 5 A69 Addros; /3 S Date Called: Special Instructions: — Date Wanted: a.m. Requester: Phone No: _ (— INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Southcenter Blvd., #100, Tukwila, WA 98188 ( Approved per applicable codes. I lnsp ctor: INSPECTION RECORD Retain a copy with permit Corrections required priorio-approval. r ate: , ri $60.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: - '1■ 6 ;-.A101.46.0*'. COMMENTS: 0 -114 - � AGL1e-sf GIv (Aremit (Z Fy'_er,- ,, 4 '`J A S - ) f ; C /v' /VJ ‘).,Ai 4 N. s t,r_A'h. to (M) ‘1'..1 A • Date Called: (),..- 4 4-4 I St‘: r C1j ( > ( ,.7 - e k „• e, v (-). e k /) l` Al.-- ( n A-f 0 -- .A A, ex , 4 re- nA . ( A Ale_ ,A 0- dJu / eAmr, 7. X11 2 P� �(� ,s r ( _ �; � � � �� r, n I , ,J1 e 3 x S. (( 4 IA r ,( n ,9 A,-, (s ( pe.}-:.iIcr eA ii tj f (( r' lr.) e)(,7 ) (, e) F I P i-, A-t-.e Imo, /P ,//is 4 cif '` tsar . i .5t/ Proj J :e4"4106 1 irp / T A Ins t S (-A 7.4 /. , /6h Address: yb — /ff s Date Called: Special Instructions: Date W ted: a.m. Requester: Phone No: "� y9G / sue( ej 6 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ke 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. I nsPe r or' 'Date: JJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: l t.-4 6i ti/ Type of Inspection: 1 /�vvc,Qr/� c2 f � l/A Address: / -i4J'b /.3 ..5- Date Called: Special Instructions: Date Wa ted: // �� 6.1.-..i."-- \ -' �f "G� C---- p.m. Requester: VI N _ Tom- �� :� a.5 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' F 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: t1P� If {,1vi( e j Inspegfor: I 'Date: - (38 rl $60.00 REINSPECTION FEE RE paid at 6300 Southcenter Blvd., 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit UIRED. Prior to inspection, fee must be uite 100. Call to schedule reinspection. De7 3/ YeT+ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1?-• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: 1..e°A/9& 4/ I Adc27 Special Instructions: Type of Inspection: / Date Called: Date Wanted: a.m. 49 Requester: Phone No: z--/252 S Se° COMMENTS: -- .-C-A.TLIrc 6f a 4/■ tot- l Inspe or: ratelr_ Lr_ a 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be - paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Approved per applicable codes. Corrections required prior to approval. Proj ct: Al eh b/ /9 N 4) Type of I�pection: /- vvr /N Address: 5/6d S /35 si Date Called: Special Instructions: Ito �)_� Date Wanted: Requester: Phone No: 4/25 - 825 -sz R COMMENTS: 1/A -. K._ 0 --, i -� r c9 a ri 1 Ito �)_� � Inspecto . --- 0A- � )` { D ate: S S— 06) INSPECTION RECORD Retain a copy with permit 66 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION M 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. ❑ Corrections required prior to approval. El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: M P7 lid i (te a car b d c,fse 0 -ef Xc - v - 5 , r7` 0 " Date Called: j _r.Q..rr i) 1411 / , j [m �J J , /\ 2 c f rt pip . 1&'0k (-e.-f / A -Ir Go, 1 e./ v lj! itk 091) 1 - A- l: tile Arai a c °7 e` r T k r `] . d A t 1 r� i4A - �� r ( 1 V r, I n ? / I 1 (/1�t' . %ff , a' A .I • � �- L_...A -P ( hr re-. v' r Q to // n n . Projec : iii, & AI, TIVI poi Ti, Oa( Type of Inspection: `- L90 Address: T. .4606 Job /31 Date Called: j Special Instructions: - Date Wanted: - ` _S ----- 2 'Oc p.m. Requester: Phone No: 475 c oq -3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1Z► 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 ❑ Approved per applicable codes. I Inspec or: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. 'Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type of Inspection: (- 0.3 —h 6) S_.1 u) SP_TI3A(ks -_51N-.% �P ).`�►eS s n s S v F ,)�, �t i R I kt S 44,/p 1 _.)) M - c tiJ k -e1' - > 7 (Jr 0 „"' d /\ � re dJe ,. 7 30 - 0 ,iJ ` . Phone No: S - z 1 - 5-21k IjkCIt_ ; s �,�,, ,� � pe l`rA S / n {) A,/j P i U r - Project' 2( lk - fil iut,-) Type of Inspection: (- 0.3 —h Address: �► (r)u(p S. 131 , Date Called: Special Instructions: Date Wanted: a.m. 30 - 0 ,iJ ` Requester: Phone No: S - z 1 - 5-21k I -4 / INSPECTION RECORD Retain a copy with permit /507 -31i INSPECTION NO. PEEMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. Corrections required prior to approval. tnspectc r: \ L 4,14 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: (Date 30 0- U COMMENTS: Type of Inspection: , Address: 46 S r /3/ 7 c fr— Date Called: 4 P ( - i1 - (4- cP -a-ptu- b . d/ ( ", Requester: Phone — 2S 3 1 ). 4 ( r --- VCtA A. L -Fill. (- 1`.t (1 ' i Gf f L ,. 5 1 C't I f Pro' cct:Q , j '' ! Type of Inspection: , Address: 46 S r /3/ 7 c fr— Date Called: Special Instructions: �` 613 3 2 / S' - 0% / Date Wanted: - 2 r d/ ( ", Requester: Phone — 2S 3 1 ). 4 1 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 Approved per applicable codes. Corrections required prior to approval. $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. !Receipt No.: 'Date: 1 COMMENTS: Type of Inspection: V .--- ‘ 0 A.t e' _ a4.1 c, A 1-e_ c moor �CjrecKle,'\+ o-F L_, 1—cIn E'vA uhJnks ro, ; -tro.i 3. ,�(�d-(I� Requester: ,g#ev-e J- kJ; //- Phon No: ( ' ) a ss -347y Project: Type of Inspection: Address: � 5 (3G I (O Date Call /0 �r Special Instructions: Date Wanted: a.m. q -)67 -0 p.m. Requester: ,g#ev-e J- kJ; //- Phon No: ( ' ) a ss -347y ) 07- 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 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: - 9S I s /Iloq ID $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: `Date: Pr ecff: APhYlbifaiE I`IGU 2 Type of Inspection: Pw nca, Address: V4 c5 log S a� Date Called: °W0 /4)9 Special Instructions: /� BO �C D/\ �1G tfS f ?c //! 1 / f ' /1 a h kl1/if l ,'S al," / Date Wanted: Yla // &-r-r-i; Requeste Phone Phone No a(G ass- 3 y7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #T1/0, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: — �K E i,d,,J {fi fe d Co e' -Qv 1 ( i 1 (e penx- P5 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: 'Date: COMMENTS: - 1 (X . SnC - E - 0. (1 - V ep(a c.e, � ti U ); f h Vi a+ I D e r y ✓ 1 41 + 0C 0651 r S £a r'cc , e.... Date Called: DV/ / 5 ecial Instructions: A cR o how C _ S� 03 9 RerM ;n -( <>vier ° X14cher is�unc-1 f a R - G,ean Arzt;,14 •• P -�MOVt. sock -c, U't k45 /� File( las 't ill nQar f t dev�lopme/A+ - - CUve ( E'XPL f A fav A.t 1 n - f^r'a-n'I" 40 . IA01, 4-t- cu i -Ili► AtT)ri& u/ / sa d • P rP �' ct Type of Insp Address (cOlo a /,C/ St Date Called: DV/ / 5 ecial Instructions: A cR o how C _ S� 03 9 RerM ;n -( <>vier ° X14cher is�unc-1 f a R Date Wanted: / (a.m. Oy //k /U r `p.M, Requester: tP( Phone No: �✓�- ,0 10 a?7-� - 5. Do7 -3 )9 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 (Inspector: Corrections required prior to approval. 'Date: 4 LI $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: IDate: Project -. k i ` Type of Inspection: Addresb" r. / 1, Date Called: 4/5/ g Special nstructions: Date Wanted: G / / [ a.m. p.m. Request RP-4 ( Phone No: 1)0 - 3i 7 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 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'Inspector: 6d/ IDate: WY /CY El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: Sprinklers: Fire Alarm: Type of Inspection: Address: G/6 04 Suite #: /? h-- Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT bo 3 / PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 ' per applicable codes. Word/Inspection Record Form.Doc 1/13/06 I I Corrections required prior to approval. COMMENTS: Inspector: / J ,y Date: S // / 7 1 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 May 5, 2009 Group Northwest, Inc. Mr. Steve Detwiller Rehabitat Northwest 3601 W. Marginal Way SW Seattle, WA 98106 Subject: Foundation Soil Bearing Conditions Lot 2, 4606 S. 139' St. Tukwila, WA Ref: "Subsurface Exploration, Geologic Hazards, and Geotechnical Engineering Report, Foster Ridge Short Plat, 46" Avenue South at South 139 Street, Tukwila, Washington ", Gary A. Flowers, PLLC Geological & Geotechnical Consulting, October 30, 2007. Dear Mr. Detwiller: ikkcENED •r - 0t^ TUKWIIA MAY 0 5 2009 • ' ;: ENTER Introduction Geotechnical Engineers, Geologists & Environmental Scientists G -2780 Per your request Adam Gaston of GEO Group Northwest, Inc., visited the subject site and observed the completed condition of the new house at Lot 2, 4606 South 139' Street in Tukwila, Washington. The purpose of our visit was to investigate the apparent bearing soil conditions at the new building foundation areas. A new two -story wood -frame single family residence was recently constructed at the subject site. Based upon discussions with you we understand that inspections of the building footing subgrades were performed by the City of Tukwila building inspector prior to the foundation pour. The City of Tukwila has indicated that verification of footing bearing pressures of 2,000 psf or greater is needed from a licensed geotechnical engineer. The following letter has been prepared in order to provide our opinion with regard to the current foundation bearing conditions. Geotechnical Report Review We have reviewed the referenced geotechnical report for the subject site. The geotechnical report describes soils at the subject site consisting of the following four units: 13240 NE 20th Street, Suite 10 • Bellevue, Washington 98005 Phone 425/649 -8757 • Fax 425/649 -8758 • May 5, 2009 4606 S. 139t St, Tukwila, Washington Page 2 Findings Conclusions Unit 1 = Fill Unit 2 = Weathered / Disturbed Zone Unit 3 = Pre - Vashon Lodgement Till ( ?) Unit 4 = Diamictic Silt G -2780 Units 3 and 4 are described as being medium dense to very dense or hard. Units 1 and 2 consist of loose soils which are not acceptable for bearing support. Based upon the Exploration Pit Logs for EP -16, which was located close to the subject new residence, soils at this location consisted of forest duff and loose fine SAND and fine sandy SILT (Units 1/2) overlying dense to very dense silty fine SAND with some gravel (Unit 3) at a depth of 4 feet below ground surface. Unit 3 soils were underlain by very dense fine SAND (Unit 4) at a depth of 15 feet below ground surface. Based upon this information it appears that the competent soils in the vicinity of the subject residence may be located at a depth of around 4 -feet below the existing ground surface. On May 5, 2009 Adam Gaston of GEO Group Northwest, Inc., met with Mr. Steve Detwiller at the site and observed the soil conditions in the crawlspace area for the new house. In general, the building footings appear to range in depth from 2.5 to 4 feet below the adjacent ground surface. We understand that the adjacent existing ground surface elevation is similar to the pre - construction elevation. Therefore the foundations range in depth from 2.5 to 4 feet below the original ground surface. Mr. Detwiller indicated that fills with a thickness ranging between 8" and 18" were placed adjacent to the existing footings within the crawlspace. We probed the soils adjacent to the footings in the crawlspace area using a /2 inch steel hand probe. Probe penetrations ranged from 8 inches to 18 inches confirming that a firm subgrade was located directly below the fills. We anticipate that the firm subgrade consists of the competent medium dense to very dense glacial till, Unit 3 soils. At the time of our site visit we observed no cracking or damage to the existing foundation or the building which would be indicative of soil settlement. Based upon the referenced geotechnical report, the information provided by Mr. Detwiller and our observations at the time of building completion, it appears that the building foundations are founded on top of the competent native site soils which are capable of providing an allowable May 5, 2009 G -2780 4606 S. 139` St, Tukwila, Washington Page 3 bearing capacity of 2,000 psf. If we may be of further service, please do not hesitate to contact us. Sincerely, GEO GROUP NORTHWEST, INC. /JA/74- Adam Gaston Project Engineer William Chang, P.E. Principal Wafer DisLrjc/ 96. 125 J6n9 Gunk Telephone: (206) 242 -9547 P.O. Box 68147, Riverton Hts. Br. FAX: (206) 248 -1744 . May 5, 2009 Rehabitat Northwest Inc Re: Foster Ridge Development TUKWILA, WASHINGTON 98168 Mark Parsons Superintendent King County Water District #125 King County Water District #125 has accepted the installation of the water service lines, main line and fire hydrants for this development. Inspections were done by PACE Engineering. If there are any questions; please call the District at 206 - 242 -9547. SHANE YOUNG Office Manager MARK PARSONS Superintendent Office: 3460 S. 148th St. Ste. 110 Emma MY 05 2009 P,ERMLTCENTEF Building Neighborhoods Since 1986 Rehabitat ' Northwest City of Tukwila Department of Planning and Development Public Works Department Attn. Joanna Spencer Ref; Building Permit D07 -319 Project Address; 4606 -S. 139th St. Tukwila, Wa. 98168 5 -1 -09 Dear Ms. Spencer, As a condition of conditional final inspection of the Public Works portion of the above referenced permit, Rehabitat Northwest will consult the projects Geotechnical Company (Gary Flowers, PLLC). concerning the splash block storm control at the small roof on the rear of this home. The City of Tukwila will allow 2 weeks to receive in writing a report by Gary Flowers or someone in his capacity. Upon satisfying this requirement the City of Tukwila will remove the condition of this inspections final. Steve Detwiller- President Rehabitat Northwest, Inc Steve Detwiller RECEIVED MAY 0 1 2009 - TUKWILA PUBLIC WORKS REVIEWED FOR CODE COMPLIANCE ArtFROVM February 13,1997 (AESI) Revised November 13, 1998 (AESI) Revised October 30, 2007 (GAF, PLLC) Project No. 06005 1. PROJECT AND SITE CONDITIONS 1.0 INTRODUCTION 1953212 Avenue N4 Gary A. flowers, PLLC. Shoreline, Wash1ngfan 98155 -1146 Gary A. Flowers, PLLC Geological 84 Geotechnical Consulting 1953212`' Avenue NE Shoreline, WA 98155 -1106 MAR 1 0 2008 Of TA UR CE EXPLORATION, GEOLOGIC HAZARDS, AND DIN DI �SIO EOT FOSTE RIDGES OR PLAT REPORT 46TH AVENUE SOUTH AT SOUTH 139TH STREET TUKWILA, WASHINGTON PEC ^ CITY C: =. , : •.. 11LA NOV 01 2001 PERMIT CENTER FILE COPY Permit No ,,r �, ,G!► opp 'ect to errors and omissions. .mvsS is g'a�; ��# ���rs�� 1. . r r �e , r ! um Gfl , ( s _ • This report presents the results of previous subsurface exploration, geologic hazards, and geotechnical engineering studies for the proposed residential subdivision. This current revision .. = - of the report has been requested by the City of Tukwila to reflect changes in the site plan from 12 lots to 6 lots, changes in the roadway /driveway configuration and changes in the drainage system for the site. The proposed lot locations and approximate locations of the explorations accomplished for this study are presented on the Site and Exploration °Plan; Figure I r dill, subsurface exploration and geological interpretations used in this report were provided by others in 1991 and 1996. 1.1 Purpose and Scope The purpose of this study was to provide subsurface soil and shallow ground water data to be utilized in the design and development of the above - mentioned residential project. Field studies included the excavation of 16 exploration pits and performing geologic studies to assess the type, thickness, distribution, and physical properties of the shallow subsurface sediments. Geotechnical engineering studies were also conducted to evaluate seismic and erosion hazards and mitigations, the type(s) of suitable foundations, allowable foundation soil bearing press anticipated foundation settlement, floor support, lateral wall pressures, and drainage considerations. This report summarizes the field work and development recommendations based on our present understanding of the project. 206-417-7640 CORRECTION LTR# Plat ofFoster Ridge Geokehnlcal Services Report Tukwila. Washington 1.2 Authorization Authorization to proceed with this study was granted by Mr. Richard Pederson (owner) and Mr. Chad Detwiller (Rehabitat Northwest/developer). This report has been prepared for the exclusive use of Richard Pederson and Rehabitat Northwest, and their agents, for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our report was prepared. No other warranty, express or implied, is made. It must be understood that no recommendations or engineering design can yield a guarantee of stable slopes. Our observations, findings, and conclusions are a means to identify and reduce the inherent risks to the owner. 2:0 PROJECT AND SITE DESCRIPTION This report was completed with an understanding of the project based on a site plan with lot layout, survey and topographic information provided by Penhallegon Associates Consulting Engineers, Inc. (PACE), and dated July 2004. Building plans and finish grade elevations were not available at the time of.this report, but it is anticipated that cuts on the upslope side of the structures will not exceed 10 feet, and will generally be less. The property was situated on the east side of 46th Avenue South between South 139th and South 140th Streets upslope and to the west of Interstate 5 in Tukwila, Washington. The parcel was located on north to northeast facing slopes with gradients ranging from about 10 to 80 percent. Based on topographic information shown on the site plan, total elevation change across the site was on the order of 70 feet. During the field work an area of standing surface water was noted within Tract. 99, which has been identified on the site plan as wetland and open space. During the 1996 field study surface water was also observed flowing from the wetland area downslope and through a portion of Lot 2. The flow rate was estimated at roughly 5 gallons per minute. This field work was performed during a period of wet weather. Vegetation on the site primarily consisted of deciduous trees with a heavy undergrowth of berry vines, ivy, and other ground cover. An old retaining wall, approximately 40 feet long and 6 feet tall, was located at the south end of Tract 99. Also, based on site reconnaissance and in formation conducted in 1991, it was evident that some past grading or filling has occurred on small portions of the property. An old dirt access road extended from the present terminus of South 139"' Street to the eastern edge of Tract 99. 19532 12 Avenue NE Gary A. !lowers, PLLC Shoreline, Washington 98155 -1106 2 206. 417=7690 Plat of Foster Ridge ritkwtta, Washington 19532 12 Avenue NE 3 Geotechnical: ices Report Undercutting of the toe of the steep slope along Macadam Road, on the eastern portion of the property (off - site) was observed and the near vertical cut (approximately 15 feet tall) was not retained. 3.0 SUBSURFACE EXPLORATION Field studies completed for this project (by others) included excavating a series of exploration pits and performing a geologic hazard reconnaissance to gain information about the site The various types of sediments, as well as the depths where characteristics of the sediments changed, are indicated on the exploration logs presented in the Appendix. The depths indicated on the logs where conditions changed may represent gradational variations between sediment types in the field. The explorations were approximately located in the field by estimating locations from known site features shown on a topographic survey presented on a conceptual grading plan prepared by PAC - TECH Engineering, Inc., identified as "Plan C" and dated 2/5191, and on a site plan without topographical information prepared by Barrett Consulting Group dated August 1996. The most recent site plan upon which this report revision is based was prepared by PACE in July 2004. The conelusiohs and recommendations presented in this report are based on the visual reconnaissance and sixteen exploration pits completed on the site The number, location, and depth of the explorations were completed within site and budgetary constraints. Because of the nature of exploratory work below ground, extrapolation of subsurface conditions between field explorations is necessary. It should be noted that differing subsurface conditions may sometimes be present due to the random nature of deposition and the alteration of topography by past grading and/or filling. The nature and extent of any variations between the field explorations may not become fully evident until construction. If variations are observed at that time, it may be necessary to re- evaluate specific recommendations in this report and make appropriate changes. 3.1 Exploration Pits The exploration pits were excavated with either a rubber -tired, tractor - mounted backboe or a track - mounted excavator. The pits permitted direct, visual observation of subsurface conditions. Materials encountered in the exploration pits were studied and classified in the field by an engineer or geologist. All exploration pits were backfilled immediately after examination and logging. Selected samples were then transported to the laboratory for further visual classification and testing, as necessary. Gary A. tlowers, PLLC. Shorelinc, Washington 98155 -1106 206 - 411-7010 Plat ofFoster Ridge Tukwila Washington 4.0 SUBSURFACE CONDITIONS Subsurface conditions at the project site were inferred from the field explorations accomplished for this study, visual reconnaissance of the site, and review of applicable geologic literainre- As shown on the field Iogs, the exploration pits generally encountered fill and weathered/disturbed materials overlying glacially consolidated till, silt, and sand. Four units were distinguished based' on age and/or mode of deposition- These units are described below from youngest (uppermost) to the oldest (lowermost), and are illustrated on the three schematic geologic cross sections (Figures 2, 3, and 4). 4,1 Stratigraphy Unit ;l - Fill Fill (material not naturally placed) was encountered in EP -1, EP-4, EP -5, EP -9, EP -11, EP -12, and EP -16 and generally consisted of loose, moist to wet, brown, silty, fie sand or soft to medium stiff, wet, brown, sandy silt. The fill materials were either placed directly over an old topsoil horizon or mixed within and in some cases included root debris. These fill materials vary in both quality and depth across the site, attaining a thickness of about 8 feet in EP-4. The quality and compaction of the fill materials was judged to be poor and is therefore unsuitable for structural support. Unit 2 - Weathered/Disturbed Zone Unit 2 materials were encountered in all of the exploration pits except EP -3, EP -9, and EP -12 and generally consisted of soft to stiff, moist to wet, mottled gray to brown, sandy silt to silty, tine sand with scattered gravels, and generally ranged in thickness from about 1 to 4 feet. Unit 2 materials were unsorted and unconsolidated, and generally appeared weathered and disturbed: These materials are interpreted to be colluvium, which is gravity transported material derived from upslope areas. These materials are also considered unsuitable for structural support. Unit 3 - Pre - Vashon Lodgement Ti11(?) Unit 3 sediments were encountered in all of the exploration pits except EP -1, EP -8, EP -9, and EP -13 and generally consisted of dense to very dense, moist, mottled brown, silty, fine sand with an unsorted mixture of gravels. In EP -10, the lodgement till was highly weathered and was judged to be in a medium dense condition. The thickness of Unit 3 sediments ranged from about 1 foot in EP -7 to over 11 feet in EP -14, and were encountered as shallow as 3 feet in EP -2, but in excess of 10 feet in EP-4. Unit 3 sediments have been tentatively interpreted to be pre - Vashon age lodgement till deposits, and appear to conformably overlie Unit 4 deposits. These sediments were deposited at the sole of the advancing ice sheet which resulted in a 1953212 Atonic Nti Gary A. flowers, PLLC. Shorctinc, Washington 98155.1106 2116 - 417 - 76.40 4 Geotechnical Services Report Plat f Foster Ridge Tukwila Washington IL GEOLOGIC HAZARDS AND MITIGATIONS 5.0 SEISMIC HAZARDS AND RECOMMENDED MITIGATION Gary A. I1ow•ers, PLLC. 19532 12 Avenue NE Shoreline. Washington 981554106 5 Geotechrdeol ,Seerw toes Report material possessing relatively high strength, low compressibility, and low permeability characteristics. Unit 3 sediments are considered suitable for structural support. Unit 4 Diamictic Silt Unit 4 sediments were encountered in all of the exploration pits except EP -14 and EP -15 at depths ranging from less than 4 feet to over 18 feet below the existing ground surface. Where encountered, Unit 4 deposits extended beyond the termination depth of all of the exploration pits: Unit 4 sediments generally consisted of hard, wet, blue -gray silt containing dropstones with interbeds of micaceous, fine sand and were locally diamictic (material containing an unsorted mixture of silt, clay, sand, and gravel). The fine - grained nature of Unit 4 and the presence of dropstones, localized diamictic zones, and the gradational contact with the overlying till suggest that these sediments were deposited in a glaciolacustrine environment which formed as the advancing pre- Vashon ice sheet dammed northerly flowing drainages. Unit 4 sediments are considered suitable for structural support. 4.2 HydroIogv Oround water was encountered in all of the exploration pits except EP -9, EP -10, and EP-13. The type of ground water encountered on the, site consisted of a "perched" water table which forms during wet periods of the year atop the till and silt sediments (Units 3 and 4). Perched water occurs when surface water infiltrates down through relatively permeable soils such as Units 1 and 2 and becomes trapped or "perched" atop a comparatively impermeable barrier such as the till and silt. An example of this occurs in the vicinity of Tract 99 and the proposed extension of South 139th Street. Seepage may also occur at random depths and locations in the non- uniform fill materials encountered on the site It should be noted that fluctuations in the level of the ground water may occur due to the time of the year and variations in rainfall. The following discussion of potential geologic hazards is based on the geologic, slope, and ground/surface water conditions as observed and discussed herein. The discussion will be limited to seismic, landslide or mass - wasting, and erosion. Earthquakes occur in the Puget Lowland with great regularity. The vast majority of these events are small and are usually not felt by people. However, large earthquakes do occur as evidenced 206. 417 -764e Mat of Favter Ridge Tukwila, '11ashi on 5.1 Surf.`icial.Grround Rupture 5.2 Seismically Induced Landslides Geoteehnical Services Report by the 1949, 7.2 magnitude event and the 1965, 6.5 magnitude event. The 1949 earthquake appears to have been the largest in this area during recorded history. More recently, the Puget Lowland experienced a moderate 5.4 magnitude event in the spring of 1996. Evaluation of . earthquake return rates indicates that an earthquake of the magnitude between 5.5 and 6.0 likely will occur within the next 8 to 12 years. A magnitude 7.2 earthquake is considered to be a 100- year event by King County. The subject property is bounded by two significant fault zones. Approximately 7.5 miles to the north is the west trending Seattle fault. About 8.4 miles to the southwest is the north- northwest trending Tacoma fault. The Seattle and Tacoma fault zones are interpreted to be thrust faults with steep dips (60° to 70 °) near the surface which flatten to 17° to 25° at depth. The Seattle and Tacoma faults are part of a series of surface manifestations of a north- directed thrust sheet underlying the Puget Sound region. A recurrence interval for movement along these two faults has not been conclusively determined but is estimated to be in the range of thousands of years (Pratt, 1995). The most recent movement is interpreted to have occurred over 1,000 years ago. Faults within the Puget Sound basin are currently being studied by the USGS (United States Geological Survey) and others using new and advanced technology. As such, it is possible that future fault zones may be located that are closer to the project than those discussed above. Generally, there are four types of potential geologic hazards associated with large seismic ev ents: 1) surficial ground rupture; 2) seismically induced landslides; 3) liquefaction; and 4) ground motion. The potential for each of these hazards to adversely impact the proposed pr discussed below. Generally, the largest earthquakes which have occurred in the Puget Sound/Seattle area are sub- crustal events with epicenters ranging from 50 to 70 kilometers in depth. In addition, there are currently, no known fault zones within about 7 to 8 miles of the project site. Therefore, It is our opinion, based on exi sting geologic data, that the risk of surface rupture impacting the proposed project is low. The fill material and the weathered/disturbed zone (Units 1 and 2), are considered to have a moderate potential for seismically induced failure due to their loose condition, high moisture content, high percentage of fine - grained material, and location on steep slopes. The steep slopes on the northeast and east sides of the property (northeast and east of Tract 99) are interpreted to have a high potential for seismic induced movement due to the presence of medium dense sediments, fill /disturbed soils, and evidence of past movement. These areas are well away from 1953212 Avenue NE Gary A. Timers, PLLC Staclinc, 'Washington 98155 -1106 6 2tf6 -0 17 -7640 Plat of Fosier Ridge Tukwila, Washington Geotechnical Services Report any areas of planned construction and will have no potential adverse impact on the new construction. 5.3 Liquefaction The encountered bearing soils (Units 3 and 4) have a low potential for liquefaction due to the consolidated nature of the dense lodgement till and hard diamictic silt. Units 1 and 2 will be substantially removed andlor mitigated during construction such that they will present little to no liquefaction potential. 5.4 Ground Motion Based on the site stratigraphy and visual reconnaissance of the site, it is our opinion that any earthquake damage to proposed structures, when founded on, and keyed into, a suitable bearing strata, as recommended in the Design Recommendations section of this report, would be caused by the intensity and acceleration associated with the event and not any of the above impacts. As per the 2003 International Building Code, Table 1615.1.1, the subject site is defined as Site Class D. Structural design of the buildings should follow this site class designation. 6.0 LANDSLIDE HAZARDS AND MITIGATION The potential landslide or mass- wasting risk can be divided into two depth categories; shallow and deep. The potential shallow landslide risk would involve Units 1 and 2, and is considered to be moderate due to the presence of near-surface ground water and the unconsolidated nature of the materials. The steep slope areas northeast and east of Tract 99 are considered to have a high risk of shallow landslides. The potential deep landslide risk would involve Units 3 and 4, and is generally considered to be low primarily due to the consolidated nature of the lodgement till and diamictic silt units. However, the steep downward slope located to the northeast and east of Tract 99 has a high risk of slope movement. This is due to the mediurn dense condition of sediments observed in EP -9, the observation of bowed and downed trees on the slope, evidence of past movement on the easternmost slope area, and the steep cut at the base of the easternmost slope. 6.1 Mitigation Since no development is planned anywhere near the northeastern and eastern steep slope areas, no mitigation is warranted for potential shallow or deep seated landslides in these areas. The planned 6 lot development will not have any adverse affect on these steep slope areas. 1953212 Avenue NE Gary A. Flowers, P[LC. Shoreline. Washington 9$155 -1106 7 206-417-7640 In order to reduce the potential risk of shallow landslides or debris flows, we recommend that all surface drainage and collected ground water should be My controlled and directed away from or to the bottom of sloping areas. - All storm water from impermeable surflices must be collected and tghtlined into ,a suitable storm water drainage system. At no time should fill be placed on or above steep slopes. Grading on or around slopes should be reviewed by a representative of this firni p to > design completion. Uncontrolled fill near. or over tops of slopes may promote landslides or debris flows. In no case should any moderate or steep slopes be undercut unless a suitable retaining structure is constructed. 7,0 EROSION HAZARDS AND MITJGATJON The encountered surficial sediments, as well as sediments at depth, possess a high potential fo erosion, even on gentle` to moderate sloping areas, when subjected to concentrated flows. mitigate the erosion hazard potential and oft' -site sediment transport, we recomrrlend that al storm water from impermeable surfaces, including roadways and roofs, should be tightlined into approved storm water facilities. Uncontrolled discharge from the Impermeable surfaces should not be allowed to flow across the site sediments. A temporary sediment catchment fa should be constructed to intercept sediment eroded during the construction phases of proposed project. Temporary check dams should be used along storm water drainages Silt fences meeting City of Tukwila standards should be placed along the lower elevations of disturbed areas. Soils which are to be reused around the site should be stored in such a manner as to reduce erosion. Protective measures may include, but are not necessarily limited to, covering with plastic sheeting, the use of low stockpiles in flat areas, or the use of hay bales /silt fences. ',Large- scale clearing should be avoided and as much of the natural vegetation . on The slope possible should be left intact. Constriction should proceed during drier periods of the year and areas stripped of natural vegetation during construction should be replanted as soon as passible or otherwise protected. If construction occurs after November 1 and before April 1, exposed ground should be covered with mulch and additional temporary drainage control may be recommended, as necessary. III. DESIGN RECO14IMENDATIONS $.0 INTRODUCTION Geotecfmical Services Report The explorations indicate that, from a geotechnical standpoint, the parcel is suitable proposed six lot development provided the risks discussed are accepted and the rmine contained herein are properly followed. The existing fill soils, and the materials 1933212 Avenue NE 8 Gary A. Fiovreis, PLLC. Shoreline, Washington 9$135 -1106 206-411- 0 Plat vfFaster Ridge Tukwila, Washington Geotec Re, weathered/disturbed zone as described herein, are not considered suitable for foundation support. The depth to bearing strata in the exploration pits within the proposed development area, varied from about 3 feet to 6 feet below the existing ground surface but may be deeper in some areas. It is anticipated that proposed excavations for building construction will remove much of the unsuitable soil from the building footprints. Therefore, conventional spread footings keyed into, and :bearing on,, firm, unyielding, natural sediments, or properly placed structural fill, will be suitable for foundation support of the residences. If daylight basement structures are not utilized, or where basement excavations do not penetrate to bearing soil, it will be necessary to deepen foundations to suitable bearing soil. 9.0 SITE PREPARATION Old foundations that may be encountered on the site, which are under building areas or not part of future plans, should be removed. Any buried utilities should be removed or relocated if they are under building areas." The resulting depressions should be backfilled with structural fill as discussed under the Structural Fill section. Site preparation of planned. building and road/parking areas should include removal of all trees, brush, debris, and any other deleterious material. Additionally the upper organic topsoil should be removed and the remaining roots grubbed. Areas where loose, airfield soils exist due to grubbing operations should be considered as fill to the depth of disturbance and treated as subsequently recommended for structural fill placement. Existing fill and soft silts should be stripped down to the underlying medium dense or medium stiff, natural soils. Since the density of the soil is variable, random soft packets may exist and the depth and extent of stripping can best be determined in the field by the geotechnical engineer o engineering geologist. When overexcavation and stripping is completed, we recommend that road and parking areas be proofrolled with a fully loaded, tandem axle dump truck to identify any remaining soft spots. Soft areas should be further overexcavated and backfilled with approved . structural fill. Some areas of fill and soft sediment thickness may be encountered that are too thick to economically remove and replace. Provided the owner /developer understands and accepts the risk associated with having unconsolidated fill and natural sediments underlying these areas of the development, an alternative methodology may be utilized. This would involve overexcavating a minimum of two (2) feet of the unsuitable soils, placing a high strength, woven geotextile fabric such as AMOCO 2002 or approved equivalent, and backfilling with approved structural fil1. The geotextile fabric should be placed as per manufacturer's recommendations. The structural fill should be placed in accordance with the recommendations presented in the Structural Fill section of this report. 19532 112 Avenue NE Cary A. }lowers, PLLC. Shnrvfne, Washington 9$155 -1106 9 206.411 -7640 Plat of Faster Ridge Ttib ilr Washington Geotechnicad Services Rtsnor, Prior to paving, all roadways should be proofrolled as described above to identify any soft or yielding areas. The geotechnical engineer or his representative should be present during the proofrolling. All unsuitable areas should be further overexcavated and backfilled with structural 1111. This methodology will substantially reduce settlement and improve the usable lifespan of the asphalt or concrete pavement surfaces but will not eliminate problem areas. As such, periodic maintenance should be planned for these areas. The on -site soils contain a high percentage of fine - grained material which makes them extremely moisture - sensitive and subject to disturbance when wet. The contractor must use care during site preparation and excavation operations so that the underlying soils are not softened. if disturbance occurs, the softened soils should be removed and the area brought to grade with structural fill. Consideration should be given to protecting access and staging areas with an appropriate section of crushed rock or Asphalt Treated Base (ATB). If crushed rock is considered for the access and staging areas, it should be underlain by engineering stabilization fabric to reduce the potential of fine - grained materials pumping up through the rock and turning -the area to mud. The fabric will also aid in supporting construction equipment, thus reducing the amount of crushed rock required. We recommend that at least 10 inches of rock be placed over the fabric; however, due to the variable nature of the near - surface soils and differences in wheel loads, this thickness may have to be adjusted by the contractor in the field. 10.0 STRUCTURAL FILL If fill is to be placed on slopes steeper than 5H :1 V (Horizontal to Vertical), the base of' the till should be tied to firm, stable subsoil by appropriate keying and benching which would be established in the field to suit the particular soil conditions at the time of grading. The keyway will act to embed the toe of the new fill into the hillside. Generally, the keyway for hillside fills should be at least 8 feet wide and cut into the lower, dense or stiff, natural sediments. Level benches would then be cut horizontally across the hill, following the contours of the slope. No . specific width is required for the benches, although they are usually a few feet wider than the dozer being used to cut them. All fills proposed over a slope should be reviewed by our office prior to construction. After overexcavation/stripping has been performed to the satisfaction of the geotechnical engineer /engineering geologist, the exposed ground surface should be recompacted to at least 90 percent of the modified Proctor maximum density using ASTM.D 1557 as the standard. If the subgrade contains too much moisture, adequate recompaction may be difficult or impossible to obtain and should probably not be attempted. In lieu of recompaction, the area to receive fill Gary A. I owera, PLLC. 1953212'' Avenue NE Sharcline, Washington 98155 -1106 206 - 417-7640 10 Plat of Foster Ridge Tukwila Washington should be blanketed with washed rock or quarry spells to act as a capillary break between the new fill and the wet subgrade. Where the exposed ground remains soft and further overexcavation is impractical, placement of an engineering stabilization fabric may be necessary to prevent contamination of the free- draining layer by silt migration from below. After recompaction of the exposed ground is tested and approved, or a free - draining rock course is laid, structural fill may be placed to attain desired grades. Structural fill is defined as non: organic soil, acceptable to the geotechnical engineer, placed hi maximum 8 -inch loose lifts with each lift being compacted to a minimum of 95 percent of the modified Proctor maximum density using AST14:13 1557 as the standard. In the case of roadway and utility trench filling, the backfill should be placed and compacted in accordance with current municipal codes and standards, The top of the compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the location of the perimeter footings or roadway edge before sloping down at an inclination no steeper than 2H:1 V. Soils in which the amount of fine - grained material (smaller than No 200 sieve) is greater than approximately 5 percent (measured on the minus No 4 sieve size) should be considered moisture- sensitive. Use of moisture- sensitive soil in structural fills should be limited to favorable dry weather and dry subgrade conditions. The on -site soils contained significant amounts of' silt, are considered to be extremely moisture- sensitive, and were well above their optimum moisture content at the time of our field exploration. Even during summer months, it is likely that the on -site soils may be too wet to compact for structural fill. In addition, construction equipment traversing the site when on -site soils are wet can cause considerable disturbance. If proper compaction cannot be obtained, a select import material consisting of a clean, free draining gravel and/or sand should be used Free - draining soil is defined as soil containing less than 5 percent passing the No. 200 sieve, based on the minus No. 4 sieve fraction. A representative from our firm should inspect the stripped subgrade and be present during placement of structural fill to observe the work. A representative number of in- place density tests should also be conducted by an independent soil testing laboratory. In this way, the adequacy of the earthwork may be evaluated as filling progresses and any problem areas may be corrected at that time It is important to understand that taking random compaction tests on a part -time basis will not assure uniformity or acceptable performance of a fill. As such, we are available to aid the owner in developing a suitable monitoring and testing program. 11.0 FOUNDATIONS Spread footings may be used for building support when founded on the dense natural soils of Units 3 or 4, or structural fill placed as previously discussed. We recommend that an allowable bearing pressure of 2,000 pounds per square foot (psf) be utilized for foundation design purposes, including both dead and live loads. An increase of one -third may be used for short-term wind or 19532 12° Avenue NE 11 Geotechnica(Servrces Report Cary A. Flowers, PLLC Shoreline, Washington 98155 -1106 206117.7640 Plat of Faster Ridge Geotechnical Services Report Tukwila, Washington 13.0 LATERAL WALL PRESSURES 1953212 Avenue NE seismic loading. All perimeter footings should be buried at least 18 inches into the surrounding soil for frost protection interior footings require only 12 inches burial. To limit settlements, all footings should have a minimum width of 14 inches for one -story structures with 2 inches of width added for each additional story. Anticipated settlement of footings founded on medium dense natural sediments or approved structural fill should be on the order of 1 inch. However, disturbed soil not removed from footing excavations prior to footing placement could result in increased settlements. All footing areas should be inspected by a representative of this firm prior to placing concrete to verify that the design bearing capacity of the soils has been attained and that construction conforms with the recommendations contained in this report. Such inspections may also be required by the governing municipality. Perimeter footing drains should be provided as discussed under the section on Drainage Considerations. 12.0 FLOOR SUPPORT It is our understanding that a crawl space type construction may be used for portions of homes built on slopes. Construction of the crawl space should include covering the soil below the floor system with a moisture barrier to reduce dampness. It is our understanding that within basement or garage areas the floors will be slab -on- grade. Slabs may . be cast over medium dense/medium stiff natural ground or approved structural fill. Where moisture intrusion through the slab is to be controlled, ` the slab subgrade should be covered with 4 inches of pea gravel to act as a capillary break. The pea g should then be covered by a plastic moisture barrier, A 2 -inch layer of sand may then be placed atop the moisture barrier to aid in the curing of concrete and to help protect the plastic. All backfill behind walls or around foundation units should be placed as per our recommendations for structural fill and as described in this section of the report. Horizontally backfilled walls which are free to yield .laterally at least 0.1 percent of their height, may be designed using an equivalent fluid equal to 40 pounds per cubic foot (pcf). Fully restrained, horizontally backfilled rigid walls which cannot yield should be designed for an equivalent fluid of 60 pcf. Surcharges from sloping ground, adjacent footings, heavy construction equipment, floor leads, or sloping ground must be added to the above values. Slopes above retaining walls shall be graded to no steeper than 311:1V. The lateral pressures presented above are based on the conditions of a uniform, horizontal backfill consisting of imported sand and gravel compacted to 90 percent of ASTM:D 1557 with a blanket Gary A. Flowers, PLLC. Shoreline, Wsshingtoa 98155 - 1106 206 417.7640 12 Plat of Foster Ridge ?t�kwlla, Washin on Geotechnical Services Report drain of washed drain nick immediately adjacent to the wall. In lieu of placing a blanket drain, a select import of free - draining sand and gravel may be used to backfill the wall. Free - draining soil is defined as sail containing less than 5 percent passing the No 200 sieve, based on the minus No 4 sieve fraction. Alternatively a geotextile drainage mat, such as MiraDmin, IncaDrain or DeltaDrain may be used for this purpose. All of these drainage methodologies must hydraulically connect to the footing drain system for the wall. A higher degree of compaction (above 90 percent) is not recommended for the wall backlit' as this will increase the pressure acting on the wall. A lower compaction may result in settlement behind the wall especially if any structures (sidewalks, landscape walls, stairways, patios, etc.) will be placed atop the backfill soils. 14.0 DRAINAGE CONSIDERATIONS As indicated previously, both shallow perched water and ground water within the sand beds of Unit 4 will likely be encountered during construction. Traffic across the on -site soils, when they are damp or wet, will result in disturbance of the otherwise firm stratum. Therefore, prior to site work and construction, the contractor should be prepared to provide drainage as necessary. This will likely be required even during the sl months. All retaining and perimeter footing walls should be provided with a drain at the footing elevation. Drains should consist of rigid, perforated, PVC pipe surrounded by washed pea gravel The level of the perforations in the pipe should be set approximately at the bottom of the footing and the drains should be constructed with sufficient gradient to allow gravity discharge away from the building. In addition, if select, free - draining backfill is not used, retaining walls should be lined with a minimum 12 -inch thick washed gravel blanket or geotextile drainage mat that extends to within 13 feet of ground surface and which ties into the footing drain. hoof and surface runoff should not discharge into the footing drain system but should be handled by a separate, rigid, tightline drain. In planning, exterior grades adjacent to walls should be sloped downward away from the structure to achieve surface drainage. As requested by the City of Tukwila an interceptor drain should be installed along the upper elevation of lots 5 and 6 prior to beginning site work. The interceptor drain should consist of an 18 -inch wide trench which is excavated a minimum of l foot into the lower, dense, relatively impermeable soils. A rigid, perforated, PVC pipe should be placed near the bottom of the trench, embedded in washed drain rock. The pipe should have sufficient slope to drain by gravity and the water should be directed into an approved storm drainage facility. As per city requirement, the collected ground water should be discharged into a suitably designed level spreader system located at the east end of the interceptor drain that will serve to provide recharge to the wetland in Tract 99. 14532 12 Avenue NE Gary A. Flowers, PLLC Shoreline, Washington 98155 13 206 -417 -7640 Plat ((Poster Ridge Tukwila, Washington The planned storm water drainage system for the site includes a detention vault to be placed north of Lot 1 and installation of an HDPE pipe to conntet the detention vault to an existing catch basin on private property north of the subject site. Installation of the HDPE pipe down the slope to the catch basin should be completed with hand labor only in order to minimize disturbance to the slope in this area. 15.0 PROJECT DESIGN AND CONSTRUCTION MONITORING We are available to provide geoteehnical engineering and monitoring services during construction. The integrity of the foundations, driveways and roadways depends on proper site preparation and construction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. We have enjoyed working with you on this study and are confident that these recommendations will aid in the successful completion of your project. If you should have any questions, or require further assistance, please do not hesitate to call. Respectfully Submitted, Gary A. Fl d ers, F.E.G. Principal Engineering Geologist - .REFERENCE 19532 Avenue NE Gary A. flowers, PLLC. Shoreline, Washington 9$155 - 1105 14 GeotcchnicaiServices Repori Robert M. Pride, P.E, Geotechnical Engineer Attachments: Figure 1, Site and Exploration Plan Figures 2, 3 and 4, Schematic Geologic Cross Sections A -A', B-B' and C -C' (by others) Appendix A, Exploration Pit Logs (by others) Pratt, T.L., 1995, The Puget Lowland Thrust Sheet: Presentation to the October meeting of the Northwest Geological Society, Seattle, Washington. 2 1i -7541 Alit/ NI KCIUVAttt 1 ego maimania moms vti 1 ld Maki tiaisoa SCOW 0100103D OLCATESOS Chi •11m1'lhid - i JMI ■b ssompre4 • C Jill iw r - sLin Not -t LA eve IP MO RIM 9 ICBM 1MN NOW/Mil , Plat of Foster Ridge Geotechnical Semis Report Tukwila, Washington 19532 12 Avenue NE APPENDIX A EXPLORATION LOGS Gary A. Flowers, PLLC. Shoreline, Washington 98155 -1106 206. 417 -7640 elk 5.. 10.. 16 0 6 10 MEI 15 EP -1 NUMBER EP-2 JANUARY 1997 aloglo EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIMENT DESCRIPTION tubs dace Conditions depicted raptasent our obsatvadons at *ha liras and location of this exploratory ho4. ntemmtation„ engh eerkag analysis, and lodgment. They are not naasssarty teptesentsttve of .her tames and saoept taaponslbithy for the sea or Interpretation by others at Information presented on this log. FOSTER RIDGE TUKWILA, WASHINGTON 098290A ASEICICIAT EARTH SCIENCES, INC Loose, wet, dark brown, silty, fine sand with occasional gravel, scattered roots. (Fill) Overliesapproximately 1' thick red -brown soil horizon. (Unit 1) ... - 7'unsorte Medium stiff to Stiff, wet, mottled prey, sandy milt to silty, fine sand occasional gravel. Weathered / disturbed ire. Minor to moderate water ,seepa ge et approximately 5'. (unit 2) Very stiff becoming hard, moist to wet, grey, sandy silt to- silty, fine sand. Grades to hard, wet, blue -grey silt with trace to some clay, occasional dropetones. Some brecctated /slickensided surfaces. Diamictic lenses and interbeds of fine sand from 12' -14'. (Unit 4) EOM P 14' Notes Minor to moderate seepage et approximately 5'. No caving. elk 5.. 10.. 16 0 6 10 MEI 15 EP -1 NUMBER EP-2 JANUARY 1997 aloglo EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIMENT DESCRIPTION tubs dace Conditions depicted raptasent our obsatvadons at *ha liras and location of this exploratory ho4. ntemmtation„ engh eerkag analysis, and lodgment. They are not naasssarty teptesentsttve of .her tames and saoept taaponslbithy for the sea or Interpretation by others at Information presented on this log. FOSTER RIDGE TUKWILA, WASHINGTON 098290A ASEICICIAT EARTH SCIENCES, INC Topsoil, - 7'unsorte Loose to medium dense wet, mottled brown silty, fine Bend with gravel, , Weathered /disturbed tone. (Un 2) Dense becoming very dense, Moist, mottled brown, Silty, fine sand m atrix with j.revel end cobbles, unsorted. (Lodgement Till - Unit -3) Hard, moist, blue - grey, silt, diamictic upper 1'. 2'4- boulder at approximately 7'. (unit 4) EOM P 12' Note: Minor seepage at approximately 2' -3'. No caving. elk 5.. 10.. 16 0 6 10 MEI 15 EP -1 NUMBER EP-2 JANUARY 1997 aloglo EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIMENT DESCRIPTION tubs dace Conditions depicted raptasent our obsatvadons at *ha liras and location of this exploratory ho4. ntemmtation„ engh eerkag analysis, and lodgment. They are not naasssarty teptesentsttve of .her tames and saoept taaponslbithy for the sea or Interpretation by others at Information presented on this log. FOSTER RIDGE TUKWILA, WASHINGTON 098290A ASEICICIAT EARTH SCIENCES, INC NUMBER 8P-3 0 5- 10 15 NU ER 0 5 10 15 EP -4 FOSTER RIDGE TUKWILA, WASHINGTON SEDIMENT DESCRIPTION SEDIMENT DESCRIPTION EXPLORATION PIT LOG Subusieoe conditions deptated represent star ebservettans at the dins and Session of Pk exploratory hole. modified by seologio Interpretation tnaine.ttrtp analysts, end Judgment. They as net neeessaty tepreeentsttys of ether *war end kosher*. We wit not sae:ept,espon iblity for the use or Interpretation by ethers of htonnation presented on die try 096296A JANUARY 1997 ABBCCIIA'CE EARTH SCIENCES INC ?Os o il . r - -----'� Dense becoming very "dense, moist, mottled brown, silty, fine sand matrix with gravel and cobbles, unsorted. (Lodgement Till - Unit 3) Hard, moist to wet, blue -grey, silt with interbeds of fi Bend. Sone_brecciated, elickensided surfaces. Moderate water flow from fine send. Dense it approximately 14'. (Unit 4) EOM 0 14' Note: Moderate water flow at approximately 14'. No coring. NUMBER 8P-3 0 5- 10 15 NU ER 0 5 10 15 EP -4 FOSTER RIDGE TUKWILA, WASHINGTON SEDIMENT DESCRIPTION SEDIMENT DESCRIPTION EXPLORATION PIT LOG Subusieoe conditions deptated represent star ebservettans at the dins and Session of Pk exploratory hole. modified by seologio Interpretation tnaine.ttrtp analysts, end Judgment. They as net neeessaty tepreeentsttys of ether *war end kosher*. We wit not sae:ept,espon iblity for the use or Interpretation by ethers of htonnation presented on die try 096296A JANUARY 1997 ABBCCIIA'CE EARTH SCIENCES INC Soft to medium eti #f, wet, brown, sandy silt to silty, fine Band, some root debris. (Fill - Unit 1) Overlies approximately 14' thick topsoil horizon. ioit to medium stiff, saturated, mottled, blue -gray, candy silt to ai.ity, fine sand, occasional gravel, unsorted. Weathered /disturbed zone. Water seeveeo at noproximately 8 (Unit 2) Dense ' becoming very dense, moist, mottled brown, silt f ine san matrix with gravel and cobbles, unsorted. (Lodxement Till - Unit 3) Yery stiff to hard, wet, blue -grey silt with fine stand interbeds. Minor seepage at approximately 8'. (Unit 4) 8018 8 13' Note: Minor seepage at approximately 8'; no caving. NUMBER 8P-3 0 5- 10 15 NU ER 0 5 10 15 EP -4 FOSTER RIDGE TUKWILA, WASHINGTON SEDIMENT DESCRIPTION SEDIMENT DESCRIPTION EXPLORATION PIT LOG Subusieoe conditions deptated represent star ebservettans at the dins and Session of Pk exploratory hole. modified by seologio Interpretation tnaine.ttrtp analysts, end Judgment. They as net neeessaty tepreeentsttys of ether *war end kosher*. We wit not sae:ept,espon iblity for the use or Interpretation by ethers of htonnation presented on die try 096296A JANUARY 1997 ABBCCIIA'CE EARTH SCIENCES INC 10--- NU BER EP - 0 5 ^• • 10 FOSTER FUDGE TUKWILA, WASHINGTON EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIMENT DESCRIPTION Subbedses esndtions depicted represent our observations it the lime and locution et this sxpleti Dry We, lder uttglr eerhq analysis, rand Iudired t. They tie not asessssrly repressntsltw et ether limes and tooatta>ns rate accept tespom6/ty for the ins* et interpretation by ethers et Intotrtmatkrn (uesentut en lib top. 090298A JANUARY 199 I ro ASE 12IATE , EAPTH SCIENCE IN S oft to medium *tiff, wet, brown, sandy silt to silty, fine sand, some root debris, (Fill - Unit 1) Overlies approximately 1' thick topsoil horizon. ; Medium stiff, moist to wet, mottled brown, sandy silt to silty, fine and;•Scattered gravel, Weathered /disturbed sone. (Unit 2) i ,,,,,, Dense becoming very dense, moist, mottled brown, silty, fine aand matrix with gravel and cobbles, unsorted. (Lodgement Till - Unit 3) Hard, moist to wet, blue -grey, silt with fine sand interbeds, (Unit 4) BOO 0 14' Note: Minor to moderate water seepage at approximately 5'. No caving. 10--- NU BER EP - 0 5 ^• • 10 FOSTER FUDGE TUKWILA, WASHINGTON EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIMENT DESCRIPTION Subbedses esndtions depicted represent our observations it the lime and locution et this sxpleti Dry We, lder uttglr eerhq analysis, rand Iudired t. They tie not asessssrly repressntsltw et ether limes and tooatta>ns rate accept tespom6/ty for the ins* et interpretation by ethers et Intotrtmatkrn (uesentut en lib top. 090298A JANUARY 199 I ro ASE 12IATE , EAPTH SCIENCE IN Topsoil. Medium stiff, moist to mottled brown, sandy silt to silty, fine rid /d41ed eon._ (Unit ` ) , sand. e V eetter.d ararel. the yrb i ,,,,,, Uenee becoming very dense, moist, mottled brown, silty, fine and matrix with gravel and cobbles, unsorted. (Lodgement Till - Unit 3) Herd, wet, blue -grey, silt with fine sand interbeds and diarhictic lenses. travel cone at approximately 12' with moderate water flow. (Unit 4) BOH h 15' Note: Moderate water flow at approximately 12'; no caving. 10--- NU BER EP - 0 5 ^• • 10 FOSTER FUDGE TUKWILA, WASHINGTON EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIMENT DESCRIPTION Subbedses esndtions depicted represent our observations it the lime and locution et this sxpleti Dry We, lder uttglr eerhq analysis, rand Iudired t. They tie not asessssrly repressntsltw et ether limes and tooatta>ns rate accept tespom6/ty for the ins* et interpretation by ethers et Intotrtmatkrn (uesentut en lib top. 090298A JANUARY 199 I ro ASE 12IATE , EAPTH SCIENCE IN NUMBER 0 d 10 NUMEZR 0' 10 15 El' -7 FOSTER RIDGE TUKWE.A, WASHINGTON EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIMENT DESCRIPTION $tib,trise. eanaaons &Ootsd tspriunt our obarnitions t lire tiros and location of this expbotater,r Wets. modified by seat* ktterptatation, enptnetnir p analysts, and jrdgment. 'fluty ore not naetnis.dly reptissntativa of °Met times and ba.tiona, Ws val not .aoept I$$ponabs*ty for lb* use of interpretation by ethers of Information pt.at:ntad an IEdit ksp.. I JANUARY 19 Topaoi1. Medium stiff, roiet to w et, mottled brown, sandy silt to silty, fine sand,' scattered grevel. Weathered /disturbed sone. (Unit -2) becoming dense, brown, fine Dense very moist, mottled silty, sand mat with ` previa -and cobbles ti unebrted. (Lodgement Till - Unit - 3) Dense, wet, brown becoming blue -grey, fine sand, micaceous, overlying hard, Moist to Vet, blue -grey, silt, diamictic. Water seepage in sand Tense, (Unit 4) ROM S 11 Note: Moderate water seepage at approximately 6'. Ho caving. Hole terminated due to boulder sone at 11t. NUMBER 0 d 10 NUMEZR 0' 10 15 El' -7 FOSTER RIDGE TUKWE.A, WASHINGTON EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIMENT DESCRIPTION $tib,trise. eanaaons &Ootsd tspriunt our obarnitions t lire tiros and location of this expbotater,r Wets. modified by seat* ktterptatation, enptnetnir p analysts, and jrdgment. 'fluty ore not naetnis.dly reptissntativa of °Met times and ba.tiona, Ws val not .aoept I$$ponabs*ty for lb* use of interpretation by ethers of Information pt.at:ntad an IEdit ksp.. I JANUARY 19 15 10 _ 15 Obs N umber EP-8 Ireseol JONI Soft, moist, brciwn grad! to gra ', bibs, sand 811T. UNIT 2 Stiff grading lb very dense, moist, gray, silty, fine SAND with some fine to medium sand lenses; weathered 1 -112' to 6'. (UNIT 4) SOH O 14' Note: Slight seepage at 6'; no caving. Number EP-9 EXPLORATION PIT L OG Forest duff. Soft, moist, brown, tine, sandy SILT, many roots to 114: diameter. (Fill - UNIT 1) Medium dense, moist, brown, silty, fine SAND with some medium sand zones, (UNIT 4) • Bohr ®16' Note: No seepage; no caving. Pit located et top of slope; slope ties bowed trees. Maurine eondlohe depicted rei eser t out abstnveihn it the line end Imam otitis exptoetory hole, manned try tam kterpnietten, ersen.idng snudyeh, end Judgment They ern not neassredy reixesenleitve or otter Ones end bastions We ittl not sceept respoiulbbiy ear Ire rue or lderpnbtlon k' epw a of tntonpdion presented on that bp. Associated Earth Sciences, Inc. 911 Fiat Avenue, Suite 100 Kirkland, Washington 98033 Phone: 208- 827 701 Fax: 206 -827 -5424 Reviewed icy Foster Ridge Tlukwita,`Washington Project No. G96296A December 1996 Forest duff Loose /softy moist to wet brown, silty, fine SAND to fine, sandy SILT, (UNIT 2) Medturn dense, foist, brown with mottling, silty. line SAND (Weathered Tpi); below 6' lenses of coarse sand and gravel; occasional boulders to 18" diameter. (UNIT 3) Dense, damp to moist with depth, light brown, slily, fine SAND. (UNIT 4) SOH 16+ Nate o seepage; no caving. "Forest duff, Loose/soft, wet dark brown grading to brown, silty, fine SAND to fine, sandy SILT (UNIT 1/UNIT 2) Medium dense becoming dense with depth, moist to wet, brown grading to gray, etity, line SAND with some coarse sand, brace gravel. (UNIT 3) Dense, wet, gray, silty, fine SAND, trace gravel and dropstones. (UNIT 4) SOH 018' Note: Medium seepage at 6'; slight caving due to seepage. 16 6 10 o ,. Number EP -11 10 — 16 Number EP -10 unlace condllant dopkted rnprasant our *motion in the t,ns and bonbon of Ns uplaslay Intamantatkal, Mao s o ansysls, the Judgment ¶hsy ass not nacbsaly neprsureaowt as Ant One accept omponelblety br Ls nu m baeprmtspon by attars of tdonnabon prasnlsd on Ng b0 Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 206-8274701 Fax: 206 -827 -5424 EXPLORATION PIT Review OG Foster Ridge Tukwila, Washington Project No G96296A December 1996 10 'fa Number EP -12 0 6 _ 10 — 15 Dense LmcJst ma tfied brown, silty, fine SAND with some gravel. (UNIT 3) Very donee, moist, bluishgrey, silty, line SAND to fine, sandy SIU.T with trace gravel and with lenses of fine sand with some greivel. (UNIT 4) `TForest duff. Soft, moist to wet, dark brown, silty, fine SAND, trace gravel; occasional (freestones to 9" diameter. (Fill - UNIT 1) Dense to very dense with depth, moist to wet, greenlsh -gray, slily, fine to medium SAND, trace gravel. (UNIT 3) 801 ®16' Note: Slight seepage at 3' end 8'; no caving. Number EP -13 Forest duff, EXPLORATION PIT LOG Soft, moist to we dark brown grading to light brown, silty, fine SAND. (UNIT 2) Very dense, moist, fight brown, silty, fine SAND with some dropstones. ( UNIT 4) Grades to very hard, moist to wet, gray, silty, fine SAND to fine sandy SILT, some slickenslde surfaces (UNIT 4) 801-1 (013' Note; No seepage; no caving. Subsurface oondWNons dep c I mprenid ono obeetv,Mon atihe Mina sod 'cation of ids explore 6my dote, modified by geologic kuerpretalbn,ro Inautegensyak,andjudgment They aro not esceeseabyrepresentettveo3ett stimes endbcatbnt We wilt not newt raspotuba) for the Use Cr hWYrprotsUon by otters of Information p oseMed on this leg Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 206 -827 -7701 Fax: 206 -827 -5424 Foster Ridge Tukwila, Washin Project No 390296A December 1996 1 Forest duff. Loose, moist to wet, dark brown grading to fight brovm, silty, fine SAND. (UNIT 2) Dense to very dense, moist, fight brown, sfty, fine SAND. (UNIT 3) 0 12' b 13' tense of medium to coarse send with silt, BON 16' Note: Moderate to tepid seepage et 12; no caving. 10 15 10 16 6 Number EP -14 cre d uff. Loose becoming dense, moist, Berk brown grading to light brown, silty, fine SAND. (UNI Very dense, motet, light brown, silty, fine SAND; brecciated. (UNIT 3) 0 8' to 9' Tense of coarse sand and gravel EXPLORATION PIT 11 to 12-1/2' Ienge of very dense, mold, gray, silty, fine sand SOH 15' Note: Seepage at 1', 4', and 8'; no caving. 0 OG 2 illuteurface conditions deplaed tememnt our sbservstkn st 11u time and leartton or lie eerio story hon, modified by lrhrpmt aeon, mg g eb'sr. srd Judgment. Troy are not maturity tepneetrtatve of ober; Imes tad Modems We wf not accept nuponoiolity to Me use es bntetprestlon by ethyl et Inrwmstlon presented on 11111 log Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 206 - 827 - 77701 Fax: 206 - 827 -5424 Foster Rid e Tukwila, Washington Project No. 096296A December 1996 . 1 Forest duff. r Soft/Woes becoming dense, motet to 1+ t, dark brown grading to light brown, mottled, ellty, fine SANt) to line sandy SILT. (UNIT 1/UNIT 2) Dense to very dense, moist, tight brown, silty, fine SAND with some gravel with depth. (UNIT 3) 011 to 12' Tense of brown medium sand. Very dense. moist to wet, brown, slily, fine SAND. (UNIT 4) SOH 0 16' Note: Slight seepage at 11' to 12; no caving. 16 6 10 Number EP-16 Number Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 206 -827- 777701 Fax: 206- 827 -5424 EXPLORATION PIT $L S Sow means depleted moment out ebiatvs on Id hi One end baron or INs L 4o *iory hole. madZied by s InterpmmWon, etgMeAnp unelysN, mad Warne* They ere not nfasu#' spesenteew otenre ones end Iora .= Ws wiz not kept meponit1Ry for the we et Merpntstlon by sewn of Inkomettee ;resented en thts lop Foster Ridge Tukwila, Washington Project No. G96296A December 1996 OG WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 Permit t40. rt . ,-, ••• r -• ( 1 • . .t rLL -S - - - -.a K Yi. s S.cr.-s, .w LS I A., t L "?erx( it VI, • C.:`' r '' r JOB NO u7 a G l DATE /Z4 07 BY l- t T."' PROJECT 30 1 / Y f (IL( t� SUBJECT (2 °or- • t I 0C. REVIEWED FC:Fc. CODE CO(4PLIA CE IA R 10 2Qna G1. , pf Tukwiie B I DING 'VISION C $ .n • k 4 PAGE f OF Z' CHECKED BY RFCEIVED CITY OF ttUVW tt A 'AUG:2 4 p i- MIT B EN IER WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 E It A ga s.cl/ rc��= JOB NO. 07 (16 / DATE 17 /O7 BY ;4 1,1") PROJECT . coit 6T di e SUBJECT R tier Li. v? 4 '-:p- 4 - rL 3 i , 4 0 4 1 1 4 . — Z <.(232 ..... f: 0 7 p- :s..- 741 a.r 3(14? tit- - ( kr 4 1 . 1 ) g 4 14rx r <.t -- r J8. 0. 8 >1 V PAGE Z- OF CHECKED BY tko 44 K /.t WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 2 + r r + r r .T.U - 1 i 1 Z3 G /4, JOB NO. 0 / 0 b 1 PAGE 3 OF I DATE ! "'f /0 BY M TW \ CHECKED BY PROJECT !tea ►y+ br: 41 c . SUBJECT �• // 0 11 uQr 0 4 1 1 0 /a 'x - /6 ;"0.c,.= C , WIN FI Jst over Dining Rm _ Busman TJ- Beam(TM) 6.10 Serial Number: 7003019273 9 1/2" TJ I ®110 @ 16 " o/c User: 1 Page 1 Engine S Version: PM 0.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 13' LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(plf) Floor(1.00) 221.0 205.0 0 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50" 3.50" 774 / 421 / 0 / 1195 El: Blocking 1 Ply 9 1/2" TJI® 110 2 Stud wall 3.50" 2.25" 348 / 47 / -1 / 395 A3: Rim Board 1 Ply 1 1/4" x 9 1/2" 0.8E TJ- Strand Rim Board® -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): El: Blocking,A3: Rim Board DESIGN CONTROLS: PROJECT INFORMATION: Bainbridge .;pyrzgr.t 2CO3 by Trus Joist, a Weyerhaeuser Business and TJ -Beam: are registered trademarks of Trus Joist. e-: Jo:st",Pro" and TJ -Pro. are trademarks of Trus Joist. Overall Dimension: 14' 71/2" Product Diagram is Conceptual. OPERATOR INFORMATION: ming wang wang engineering 14735 168th ave. ne woodinville, WA 98072 Phone : (425)489 -0927 Fax : (425)489 -0927 mingwang2001 ©yahoo.com 4 Maximum Design Control Control Location Shear (lbs) -686 ' -676 1220 Passed (55 %) Left OH under Floor loading Vertical Reaction (lbs) 1195 1195 1935 Passed (62 %) Bearing 1 under Floor loading Moment (Ft -Lbs) -1110 -1110 2380 Passed (47 %) Left OH under Floor loading Live Load Defl (in) 0.193 0.316 Passed (L1787) MID Span 1 under Floor ALTERNATE span loading Total Load Defl (in) 0.071 0.200 Passed (2L/601) Left OH under Floor ALTERNATE span loading TJPro 40 30 Passed Span 1 - Deflection Criteria: STANDARD(LL:U480,TL:U240). Additional checks follow. -Left Overhang:(LL:0.200 ", TL:0.200 "). - Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The Toad conditions considered in this design analysis include alternate member pattem loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 :4) JOB NO. 07 O 6 PAGE S OF DATE 6 / c BY '-4 7lfa CHECKED BY PROJECT Q „ LetVel C SUBJECT F(,. o F 0 k1 /34 • ZZ e 1 r ) 4c-ov a3 A 1/ WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 = F tg q - (44viti) - aft. 0.0-t 40) rt oaf . .6 4 4 8 kh j A: JOB NO. 0 6 / DATE b BY PROJECT 441 c SUBJECT • 114 z • t4.14<z.(S,02 tv)Ar 7 8x z.owt i z 47 b$ -es Ox Is‘is 4 PAGE OF CHECKED BY 4 77 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 VIP et r . 1 H L' L :M fi=r,6 iv a � 6� )1s JOBNO6 07 °6 1 DATE BY M [ (rl PROJECT .?Q 44) Yo fI e SUBJECT IL- . WA II &L J p.x ¢Q x fi 34..4 h 1 IL:, x.. - - -- ( Z.7 t3 x (,. &1L.' is 3 4 o Ilse .Su - Wm- • 3 :a PAGE 7 OF CHECKED BY i3 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 b, JOB NO. d7 0 6 / PAGE c9 OF DATE 6 I 7BY rr 14 T(A) CHECKED BY PROJECT BIN/IAA AA 61 q 'f' SUBJECT FL. 9 /trot sl.r t. r 4 Qx wit 1 it "Jed 117 K.73 taro d o o 1 Gp e a 1 a 71: •"' x.� -L� (J. .q -f' + 4 A. i z itl 'wrP ,,vo`fi- t cS'`A- ,tSf-L -44 . 1 1.1 Z7 s/ CONSULTING ENGINEERS TEL: (425)489 -0927 P JOB NO6 U 6 DATE /VW BY f MT PROJECT gre /1i kilf d7 C // FAX: (425)489 -0927 SUBJECT FL (2 0(2._ _ WANG ENGINEERING, INC. 4 orif vu 1 V E # ° k . 7-11.r/te rkif 7 1, - ..Zr4 - L t5F s I 9 C S. )6batiri ' ! 67 14-11/ f PAGE T OF CHECKED BY WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 ■ • I s 1F: a- C(4 s 0•,.) blet JOB NO. e 0 6 / DATE ) t-1 7 PROJECT .B e. :10 r7c1 L SUBJECT L °-7 * ' izt if. Lk) PAGE I ° OF CHECKED BY Mr 1 S" . 0, WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 12 fit r r t per.. 4n•4 ✓ t t q 61 rite • JOB NO v b 1 `` PAGE ( OF DATE O )BY M T I.. CHECKED BY PROJECT /711' i'1YI ' CI �} C. SUBJECT L G htoe' J £ JI MEW (A ) n f $. I '0. ▪ r r e .l - , 1, �' x ii, r OE- t . 2,. s ear scf r r , 7 t, 7 r r , r r t 444 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 . Ffit.. . rw— r -i.--‘ 41 X z �Ix 44. , Z, !. )(...�.. moo • NNW MOP t JOB NO. D 't v / PAGE 1 a' OF DATE v 7 13Y _ H 'TLAJ CHECKED BY PROJECT j B� ;Vs 1''r C(1 V.- SUBJECT L Gfe /G { u dt're. WANG ENGINEERING, INC. JOB NO. a: 0 6 / PAGE i 3 OF DATE A Iv BY M T t) CHECKED BY PROJECT # 6N. - e1 9 e SUBJECT L. a Fero CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 0 1 ot o,S D /' ! 4 = i2 1o.. 402,1. Z ) id' 7 { 7 1.1., A. :3 z4 : r 944- �Sd L I ..... r ..! vT /0 4? —‘ el- p(-• 7./ 3. cs }{ IF4A I I4E4 LS /6p TO ctilowi., r • WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 r , r a el 44.. i ��...., JOB NO. C., 0 61 PAGE 14 OF DATE 6 l BY M T CHECKED BY PROJECT Ztel ' V1 } f. SUBJECT Lc. I" Or 5 { f { lows OEM 16 /'; / r r , L'fs C9....].Fl3s. L. ( 8 r r , WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 5x'1/ fey r r + r r + P1 r r + JOB NO. ® 0 6 / PAGE 1 c OF 6 DATE /24 ®Y MTVS CHECKED BY PROJECT ; b r, d C SUBJECT GTC 7 r r t 5 SHEAR WALL SCHEDULE (NOTES I, 2, & 10) • MARK SHEATH'G NAILING (NOTES 3 & 5) BLK'G OR JOIST TO TOP PLATE (NOTES 4 , 5, & 11) BOT PLATE TO BLK'G OR JOIST (NOTES 5 & 12) ANCHOR BOLTS (TO CONC. FIG..) ALOWBL SHEAR PLF P1-6 3/8" MIN 8d @ 6" OC oszuggg OGJ FiTN �c 11W00 OCyAll6o GG7 .. gva OIYA 5/8 " cP@ 4' OC 213 P1-4 3/8" MIN 8d @ 4" OC 5/8 " cU@ 3' OC 312 P1-3 3/8" MIN 8d @ 3" OC 5/8 " dP@3'- 4„ OC 402 (NOTE 7) P1-2 3/8" MIN 8d ' 2" OC 5/8 " cp@ 2'- 6 "OC 525 (NOTES 7 &8) P2 -3 3/8" MIN, EACH FACE 8d @ 3" OC 5/8 " d)@ 1'- 8" OC 804 Vv. ski o) (NOTES 7 & 9) P2 -2 3/8" MIN, EACH FACE 8d @ 2" OC 5/8 " cP@ 1'- 3" OC 1050 (12200N DF STUC5) (NOTES 7 & 9) HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) I 15/32" MIN 8d @ 6" (NOTE 3) 197 PLF (CASE 1) 148 PLF (CASES 2 -6) UNBLOC- KED II 19/32" MIN I0d @ 6" (NOTES 3 & 8) 234 PLF (CASE 1) 176 PLF (CASES 2-6) UNBLOC- KED 111 15/32" MIN 8d @ 4" (NOTE 3) 295 PLF BLOCKED IV 15/32" MIN 8d @ 2.5" (NOTES 3,7 &8) 435 PLF BLOCKED NOTES: I. ALL PANELS SHALL BE APA RATED PLYWOOD OR O.S.B., UNLESS NOTED OTHERWISE (U.N.O.). 2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE- PINE -FIR, OR BETTER, 0.16" OC. U.N.O. ALL ., . PANELS EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, U.N.O. 3. APPLY TO ALL PANEL EDGES: SPACE SAME SIZE NAILS @ 12" OC ALONG INTERMEDIATE FRAMING MEMBERS. 4. PER SIMPSON STRONG -TIE CONNECTORS. 5. COMMON NAILS. U.N.O. 6. APPLY TO ALL STUDS. TOP AND BOTTOM PLATES, AND BLOCKING. 7. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE & FRAMING MEMBERS RECEIVING NAILING FROM ABUTTING PANELS. 8. STAGGER NAILS ALONG ADJOINING PANEL EDGES. 9. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEM.BERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. i0. UNLESS NOTED IN DRAWINGS 1 !. OVER THE LENGTH OF SHEAR WALL ONLY (10 d TOE NAILS @ 9" OC ELSEWHERE) 12. OVER THE LENGTH OF SHEAR WALL ONLY (16 d FACE NAILS 0 12" OC ELSEWHERE) 4- Bainbridge Model Roof Framing Plan Mu,Fr J 1 ( c 74. 4 o. M r -7 po 12t h} 2a0T C 4 f' viola IV K rg.uss c rsc. Z4+Na 4, Bainbridge Model Upper Floor Framing Plan Lv a ul f 0 Lew ao r z x 4 �l" o • c. p 7 –a " ) . cs- 0 ■ . • • • • i �• • 1i 0 3 0 ` 1 C2 � e � t kept i 1 f T f It— ME./ 44$ U O 4x1 I.ry • . ,•.•.; i ',, Vii• • • !�41 �L•�I. �•`t�S1 6�1. ••• • s 4 • 4 404. Garage Slah Above 4' Poured Concrete Slab over 4• Granular Fill Bainbridge Model Foundation Plan # /'(A i ry i . d1 l� 1 .o-se 4 1 .6 .S 1 .fY.►L ' .6.1t t 1 ' f aazi = %llllr lf 1 _ 1 .o-se / BFDR #4 73 Y V r$ 1 . [� '�' 6.74 = IS BEDROOM #2 • � eit-ix-' Ilk T #3 BEDROOM f r G• a ' M 1 Half Wall 3' High t, 743' --_ ' 1 INV .ii1,ssiiII f ' - - P1- ; p Is D ow, 5-0' BATHOBS 41111 11 S OPEN TO BELOW , 9'-6112' 7-6" ' n WAI K -IN CI OSET ella J P1^ 6 13 4' MASTFR BEDROOM V 7.4' I O „L a aR J b'f 6-4 1/2' / I.7t� I �r . r 16•5' L1J A IIJIJ a. ∎� - -- •• •3'+5' x 4.47". ..I mrIJd it . .o-z x 41T I (X/ O 10' -2' 10'-9 1 /7 .8' 6-6 1/4' 4' -7 3/4' 7.4 1/2 5' -9114' 5'.01/4' 6-11' er--6 5n'x 3'6 . 15'-0' 7.41/2 r p/ 6 5'-0' 37.0' 4' 4' 3/4' 71 37 1 -6 Bainbridge Model Uooer Floor Plan x 4'-0' 3'•9' 3'•9' bt ppm_ fL • s. P 1 3'$' r 1 3/4' 3' -1 3/4' 6.01 'l-1, GS / (")/4.1154.." G oiti f 'L reP. tre 5 -4 8-1U x 1-0" x 3-0" x 5%0' Poured Concrete Porch 11'-0" -0' 5-0 1/2 5-11 1/2' jJI 111 61J 7 1-F0 ' 7/ ell pOWDER ROOM 1 . 1 ..............: f al, Access Crawl Space ri - 4. ! F., 1 I • i li CeltiA E : 11er ° .1 1 ,•3 I 4 Poured Concrete CA I r po. - Slab over 4' Granular ,J Fill • /4 1 PIPIMIIINI Line of Walls Above i " Solid Bloding PA 4- t7 L- r , -4 rri7 C.S16 °qt. .--- x LJVING ROOM KITCHFN El= lb= SIMI by Engineer thev eta I ttl 11111111111111 374 1' Dainbridge Model Main Floor Plan May 6, 2009 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director To Whom It May Concern: Building Permit # D07 -319 for the new single family residence at 4606 S. 139 Street, Tukwila, Washington has received final inspection approval from the D.C.D. / Building Division. All other required permits have been completed and have received final inspection approval. The City of Tukwila does not issue a certificate of occupancy for single family residential structures. Consequently, this declaration is intended to confirm that the above referenced project has met all requirements of the building permit and occupancy is authorized. Respe Robe Benedicto, Buil • ing Official. 05/06/2009 Initials Page 1 of 2 P:\Forms \Letterhead. doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax: 206 - 431 -3665 Building Neighborhoods Since 1986 Rehabitat Northwest City of Tukwila Department of Planning and Development Public Works Department Attn. Joanna Spencer r D07 -319 Ref; Building Project Addr-ss; 4606- 9th St. Tukwila, Wa. 98168 5 -1 -09 Dear Ms. Spencer, As a condition of conditional final inspection of the Public Works portion of the above referenced permit, Rehabitat Northwest will consult the projects Geotechnical Company (Gary Flowers, PLLC). concerning the splash block storm control at the small roof on the rear of this home. The City of Tukwila will allow 2 weeks to receive in writing a report by Gary Flowers or someone in his capacity. Upon satisfying this requirement the City of Tukwila will remove the condition of this inspections final. Steve Detwiller- President Rehabitat Northwest, Inc Steve Detwiller RECEIVED MAY 012009 TUKWILA PUBLIC WORKS O13I9 Building Neighborhoods Since 1986 Rehabitat Northwest City of Tukwila Department of Planning and Development Public Works Department Attn. Joanna Spencer Ref; Building Permit D07 -319 Project Address; 4606 -S. 139th St. Tukwila, Wa. 98168 5 -1 -09 Dear Ms. Spencer, As a condition of conditional final inspection of the Public Works portion of the above referenced permit, Rehabitat Northwest will consult the projects Geotechnical Company (Gary Flowers, PLLC). concerning the splash block storm control at the small roof on the rear of this home. The City of Tukwila will allow 2 weeks to receive in writing a report by Gary Flowers or someone in his capacity. Upon satisfying this requirement the City of Tukwila will remove the condition of this inspections final. Steve Detwiller- President Rehabitat Northwest, Inc License #: REHABN'016MA 3601 W. Marginal Way SW Seattle, Washington 98106 Steve Detwiller Builder /Developer Ofc 206.932.7355 Fax 206.933.7355 steve@ rehabitatnorthwest.com RECEIVED MAY 01 2009 TUKWILA PUBLIC WORKS O1-3IS 04 -02 -2009 CHAD DETWILLER 3601 WEST MARGINAL WY SW SEATTLE WA 98106 RE: Permit No. D07 -319 4606 S 139 ST 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 writinf 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 05/11/2009 , 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, Bill Rambo Permit Technician xc: Permit File No. D07 -319 City of Tukwila Department of Community Development Jack Pace, Director Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 04 -04 -2008 CHAD DETWILLER 3601 WEST MARGINAL WY SW SEATTLE WA 98106 RE: Permit Application No. D07 -319 4606 S 139 ST TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 08/24/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 05/12/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 05/12/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: er Marsh t Technician Permit File No. D07 -319 city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 February 22, 2008 Chad Detwiller 3601 W Marginal Way SW Seattle WA 98106 City of Tukwila Department of Community Development RE: Request for Extension Development Permit No. D07 -319 Mechanical Permit No. M07 -185 Plumbing/Gas Piping Permit No. PG07 -221 Rehabitat Northwest Lot 2 — 4606 S 139 St Dear Mr. Detwiller, This letter is in response to your written request for an extension to Permit Nos. D07 -319, M07 -185 and PG07 -221. 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 an additional 90 days, through May 12, 2008. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D07 -319, M07 -185 & PG07 -221 P:\Pemut CentehExtension Letters\Pcmnts\200TDO7 -319+ Pemut Extension.doc wer Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Neighborhoods Since 1986 Rehabitat Northwest February 8, 2008 Bob Benedicto Building Official — City of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 RE: Permit Extensions: PG07 -221, M07 -185, D07 -319 Dear Mr. Benedicto, We would like to request an extension for the above permits connected to the Foster Ridge Development. We are actively working with departments within the City of Tukwila to resolve several issues related to the short plat for this development. We expect to record the short plat within the next 3-4 weeks. Once the short plat is recorded, we will continue to work with City of Tukwila department to complete the permit process and build these homes as quickly as possible. Thank you for your cooperation and assistance in resolving this matter. Please contact me if you have any questions or concerns with this request. Sincerely, Chad Detwiller Finance Manager Rehabitat Northwest, Inc License #: RLHABN *016MA orba cedi se-b/-60 �a 3601 W. Marginal Way SW Seattle, Washington 98106 Steve Detwiller Builder /Developer ofc 206.932.7355 Fax 206.933.7355 steve@rehabitatnorthwest.com RECEIVED CM OF TTUKWILA FEB 0 8 2008 PERMIT GENTER 01 -08 -2008 CHAD DETWILLER 3601 WEST MARGINAL WY SW SEATTLE WA 98106 Dear Permit Applicant: Sincerely, xc: Ter Marshall 't Technician Permit File No. D07 -319 RE: Permit Application No. D07 -319 4606 S 139 ST TUKW Thank you for your cooperation in this matter. City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current permit application files, it appears that your permit application applied for on 08/24/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 02/20/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 02/20/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 February 15, 2008 Chad Detwiller 3601 W Marginal Wy SW Seattle WA 98106 RE: CORRECTION LETTER #3 Development Permit Application Number D07 -319 Rehabitat Northwest, Lot 2 - 4606 S 139 St Dear Mr. Detwiller, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, (tok Brenda Holt Permit Coordinator encl File No. D07 -319 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director P:\Permit Center\Correction Letters\2007\D07 -319 Correction Ltr #3.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: November 13, 2007 Project Name: Rehabitat Northwest, Lot 2 Permit #: D07 -319 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The storm water connection is at an elevation higher than the footing drain or basement finish floor. This is indicated on the site plan and elevation drawings. The footing drains shall connect to a drainage discharge system lower than the footings or crawl space finish grade. Or the house shall be raised to an elevation where the ground water shall flow away from the footings to a designed dispersion pit or storm drain. The intent is to prevent water from accumulating in the crawl space. Please revise the drawings to show consistency in the footing drainage system shown on the site plan and elevation drawings. Refer to the geotech report for recommendations. 2. Mechanical notes STILL reference to Uniform Mechanical Code. Revise notes to show 2006 International Mechanical Code (See references below). (Review all plan sheets to comply with and reference the current building codes.) 3. For your reference: Plans submitted after July 12007 shall recognize 2006 International Building, 2006 WSEC and 2006 Mechanical Codes. 2006 Uniform Plumbing Code is the only recognized "uniform" code in the City of Tukwila. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. October 11, 2007 Chad Detwiller 3601 W Marginal Wy SW Seattle WA 98106 Cizy of Tu Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -319 Rehabitat Northwest, Lot 2 - 4606 S 139 St Steven M. Mullet, Mayor Dear Mr. Detwiller, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Public Works Department: Bill Rambo Permit Technician encl File No. D07 -319 P:\Pem it Center\Correction Letters \2007 Correction Ltr #1.DOC wer Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, c ' Q 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: September 5, 2007 Project Name: Rehabitat Northwest, Lot 2 Permit #: D07-319 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a site key -plan to show location of the subdivision and indicate project location within the subdivision. 2. Show the relative drawing scale on the site plan. (Check other site plans for the same) 3. An engineer's soils report shall be required for this site. Among the recommendations by the soils engineer, the soils report shall provide recommendations for the foundation and footing design. Soils report shall also provide recommendations for drainage of this site. 4. Provide a site drainage plan with details for footing - drains, downspouts and site runoff as recommended by the soils report. 5. Mechanical notes make reference to Uniform Mechanical Code. Revise notes to show 2006 International Mechanical Code. (Review all plan sheets to comply with and reference the current building codes.) 6. Identify location of attic access. 7. Show all bathroom fans and smoke detectors on the plan sheets. 8. Please provide four sets of drawings complete with all combined revisions. For your reference: Plans submitted after July 1 2007 shall recognize 2006 International Building, 2006 WSEC and 2006 Mechanical Codes. 2006 Uniform Plumbing Code is the only recognized "uniform" code in the City of Tukwila. Should there be questions concerning the above requirements, contact the Building Division at 206.431 -3670. No further comments at this time. PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: October 3, 2007 PROJECT: Rehabitat NW SFR Lot 2 of Foster Ridge Short Plat REVIEW #: 1 PERMIT NO: D07 - 207 PLAN REVIEW: Contact Joanna Spencer at (206)431 -2440 if you have any questions regarding the following comments. 1) Please execute attached Sensitive Area Hold Harmless Agreement. See attached form. A separate form shall be executed for each lot of Foster Ridge Short Plat. 2) November 13, 1998, Associated Earth Sciences, Inc. geotechnical report shall be updated to incorporate new lot configuration and new International Building Code requirements. Special attention shall be given to Chapter III, Design Recommendations. Please submit the original report and subsequent report amendment. Please cross reference these reports on your plan (date, report title, name, address, phone number of geotech firm ). 3) Submit an As -Built utility plan for Foster Ridge plat so location of utility connections to existing stubs can be verified. 4) Plans for single family homes in or adjacent to sensitive areas shall be prepared, signed, stamped and dated by a Washington State registered Professional Engineer. Please state earthwork quantities on plan: cu yds of cut and cu yds of fill and any yardage that needs to be exported. Plan you submitted shows only existing contours which do not match contours shown on site plan submitted for lot 6. 5) In addition a composite grading /utility plan shall be submitted for the whole Foster Ridge site showing existing and proposed contours (2 -ft intervals), driveway slope and elevations, footprints of proposed structures, finished floor elevations for homes and garages, any rockeries, retaining walls and cumulative earthwork quantities. 6) Show appropriate cross - sections through lots 1 and 2 (E/VV direction) and 2 (N /S direction) including finished floor elevations, existing and proposed grades. (P:Laurie Admin/Joanna/Comments D07 -319) Y August 29, 2007 Chad Detwiller 3601 West Marginal Wy SW Seattle WA 98106 RE: Letter of Incomplete Application # 1 Development Permit Application D07 -319 Rehabitat Northwest, Lot 2 — 45xx S 139 St Dear Mr. Detwiller: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 24, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Planning Department: 1. House placement does not reflect 10 foot building setback from wetland buffer, see attached. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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) 431 -3670. Sincerely, ]em rshall ician Cizy of Tukwila Department of Community Development Steve Lancaster, Director Enclosures File: D07 -319 P:�Pernrit Center\Incomplete Letters\2007\D07 -319 Incomplete Ltr #1.DOC Steven M. Mullet, Mayor Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Nora Gierloff at 206 433 -7141 if you have any questions concerning the following comment. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: August 28, 2007 Project Name: Rehabitat Northwest, Lot 2 Permit #: D07 -319 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The 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. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The 2003 International Residential Code and 2004 WA State Energy code are specified on sheet A2. The City of Tukwila has adopted the 2006 building and Washington State Energy codes as of July 1 2007. Plan submittals after July 1 2007 shall comply with current codes. Review construction plans and documents for compliance with all 2006 building and energy codes which shall include Washington State code amendments. Make changes to the code specifications induding any other code specifications within the plan set. Should there be questions concerning the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. ACTIVITY NUMBER: D07 -319 DATE: 02 -21 -08 PROJECT NAME: REHABITAT NORTHWEST, LOT 2 SITE ADDRESS: 4606 S 139 ST Original Plan Submittal X Response to Correction Letter # 3 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: DiV ision - g B i• g Public Works Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ El DATE: DATE: Planning Division Permit Coordinator ❑ No further Review Required n DUE DATE: 02 -26-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 03-5-08 Approved ❑ Approved with Conditions❑i Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: `HERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -319 DATE: 02 -08 -08 PROJECT NAME: REHABITAT NORTHWEST - LOT 2 SITE ADDRESS: 4606 S 139 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: BuI di Di Io Public Works Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ 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 APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 Structural Review Required Planning Division Structural ❑ Permit Coordinator DUE DATE: 02 -14 -08 Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 03 -13 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) d Notation: REVIEWER'S INITIALS: DATE: 1K Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg IU Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -319 DATE: 11 -01 -07 PROJECT NAME: REHABITAT NORTHWEST, LOT 2 SITE ADDRESS: 4606 S 139 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: l 11 ing I IS on A ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Planning Division Publ W ord , G O Structural C Permit Coordinator DET RMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28 -02 Incomplete n TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: DUE DATE: 11-06-07 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: DATE: n n Not Applicable n n DUE DATE: 12-04-07 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions C Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: '# /015 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:�� DEPARTMENTS Bu /► ing is! • n Complete TUES/THURS ROI,FTING: Please Route Documents/routing slip.doc 2 -28-02 'PERMIT COORD COPY `'` PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -319 DATE: 08 -31 -07 PROJECT NAME: REHABITAT NORTHWEST, LOT 2 SITE ADDRESS: •/# AtS Original Plan Submittal Response to Correction Letter # 139 ST X Response to Incomplete Letter # 1 Revision # After Permit Issued Fire Prevention P bli W rks (/ ( b Structural �11M� D � 1 ERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: Incomplete Structural Review Required Plal g Division Permit Coordinator lg DUE DATE: 09 -06 -07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 10 -04 -07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: U` ll- Departments issued corrections: Bldg Fire ❑ Ping ❑ PWg Staff Initials: ACTIVITY NUMBER: D07 -319 DATE: 08 -24 -07 PROJECT NAME: REHABITAT NORTWEST, LOT 2 SITE ADDRESS: 45XX S 139 ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bui !vision I�- Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 0112 f f" LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg] Fire ❑ Ping` PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY REVIEW /ROUTING SLIP d Aw( Fire revention Structural DATE: DATE: • ly C. V f t _ t / Placing Division 12c Permit Coordinator ❑ DUE DATE: 08-28-07 Not Applicable C No further Review Required DUE DATE: 09-25-07 Approved ❑ Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Date: FAV10 Entered in Permits Plus on City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Received at the City of Tukwila Permit Center by: ,:i( \applications\fomu- applications on linekevision submittal Created: 8 -13 -2004 Revised: Sheet Number(s): / AA A3, Q `(, 5 A.C. "Cloud" or highlight all areas of revision Including date of revision Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: .60 7 I/ ❑ Response to Incomplete Letter # `ij Response to Correction Letter # 3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ¥4.04 5/3 Q 51 Project Address: 4 6 S /3 Phone Number: Contact Person: G 4 ��✓ �i�1 — 7 ��` Summary of Revision: /444,0../ R v,ae) .Alo-. Y e a /J i� e 'DX/4 .17t:' oU le404- .gral G 404, rO' /Jl .Y. LJId h2 AI L S .5.-c( pleAir 4J, o // eh e's- Steven M. Mullet, Mayor Steve Lancaster, Director 1 , m RECE • FEB 2 1008 ''ENM! t cegreh City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: %AS Plan Check/Permit Number: D07-319 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: REHABITAT NORTHWEST — LOT 2 Project Address: 4606 S 139 Street Contact Person: Chad Detwiller Phone Number: ) S3 Z 735"c' Summary of Revision: Re.v:be.c9 S'• 1t f a it , o noxi,ck.tl' r.e.( el s 4 e 1 - -t� � e s- c2_ 1- r rb I # �. . 416 o rt. J ectia ` p lo.IJ "tow C o- NN 4 h -o 'E- ; !•S di rar:,V ° !o ¢ t stt N c a(ib-.'.4.) e- 1ax-I( -e#J w a. A . rpm r _ ; e . _ Oar-14. p r o r) (1 k) Q , J � G tevsteed s 'i Tf1Grc 4, s a- >r ). ( Cwt ra d a ' a �-'p l90 ' 4 4+ r4 i rJ b-C t I /J 4 a ea,7 \ 14 c & 6 . CIS - Ma.:..3 °t Upper Pia as (.e5 . Sheet Number(s): • A l i "Cloud" or highlight all areas of revision including date of revision ) Received at the City of Tukwila Permit Center by: Entered in Permits Plus on L - F3 S \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us rtqea- olJo -s_S - t p-eS IBC •- d4.>FCc r RECEIVED CITY OF T11KWIlA FEB 0 8 2006 diHt i + L;1'YEF Date: /0/? Entered in Permits Plus on City of Tukwila \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D07 -319 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Rehabitat Northwest, Lot 2 Project Address: 4606 S 139 St Contact Person: Chad Detwiller Phone Number: ( e66)ffZ — 715 Summary of Revision: /1-p✓, % .2 C ► e e4 �� ee+-�-rc�o.thr`� ✓ or If as (‘ 10130/07. Pea-viola ejr cc4ta1 c� ; tec. Ai e.a Q 1 are•0 14V; � ee /gy `` I/ L b' eta I:t3 �i- cc.* d sw CoMNtc.4 -:p0 4c, 4 4-;c4-‘0.) 5 r-r-. �/ / f aal�aeot *C a— S C + - cc rJ /t.>r o1 R Y 4.0 r oe( oL r N' - males 10 &4ere0.3G.a_ '2'o t4J' rr» Iueth..r. A Cede. 41JJ I44:0 ACGCSS P lad6 . Atwi e l pladvr ,e. / PLV /b.a.l� es /0s i ci J / �F a7-- DevAPx9'pe.� 2 0 , ,4 reed 4 ./ Fr . S f-•ks e ,s 4 1, sp-4,►.t� �� Per /' 1041 C r � CWt15 s `` !/� 044..,;44/ 1 /",. fr. revi L.1 * C��R? r Sheet Number(s): /� Az ,'f 3 fig r /9r , A6 �/ "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (..) Steven M. Mullet, Mayor Steve Lancaster, Director Date: f3/ D 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D07 -319 ® 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: Rehabitat Northwest, Lot 2 Sheet Number(s): f , (. A "Cloud" or highlight all areas of revision including date of revision Receivesi at the City of Tukwila Permit Center by: h w Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWIU MG 3120071 PERMIT CENTEP Project Address: 11666 5 j 1 - k.„; /C Contact Person: /II v1L 40/' p Phone Number: Oeo)'93,2 -7,..5-5-- Suum of Revision: Revision: 41,1cal 4t )e I�a.0i & T / L i e 4-- Qc%,ri At vi gal X .' d L 1_:&-N 42_ p c f - Sur -tAG 4-e AI / sae_ y o/.. 0_, flc r 1'"I�rtr..,),1.vvs,. / R e..v.S e_{ A � A 2,- G f k -to f)4.,,.., f)4.,,.., ..cf, .i[4 do ole - Ke vieWet/ Eta O01i ,..T( // blurs + +0 esUS u rc. cf7r• er ,�• /eik.r ecpv �+C.tr7 S, Ats 1- ee a. � l3tlazi f.> c c ele /e ..l was A.30 / %.V dada .:.A.) or ; ca /Wed (ah 7.:0.1 Sc.Le-,Lr fe o,U 4C _ 11.,tf A• ( Tr+ rt., f:rilrhlr±frll par t aerlifiesdeo B uilding Permit t Short eubdlvIsion by Afmlientif) - - ❑ Preliminary Plat or PUD t1 Other Cif Rexene filfbrigMe 'uric .... tawl.�itsaelrb. Applicants Name: Rthalt, �w # tdin ` ♦r a ralwaL.,..,,,. 1 .w....... ..e _ -xi' Phone: 2_0( ? 3 Z • 7555 Property Address or Approximate Location: Tax Lot Number: Legal Description(Attach Map and Legal Description if necessary): i � s o - Lo Z � P L 4 0385 Part B: (To Be Completed by Sewer Agency) 1. a. Sewer will be ON lest4Felii. provided by side sewer connection only to an existing �O size sewer the site and the sewer system has the capacity to serve the proposed use. an improvement to the sewer system of: feet of sewer trunk or lateral to reach the site; and /or . OR ❑ b. Sewer service will require ❑ (1) • ❑ (2) the construction ❑ (3) other (describe): of a collection system on the site; arid /or 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. La. 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: $ ) C. cio a. District Connection Charges due prior to connection: GFC: $ 8 - SFC: $ 9 UU. °c, UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $5195.65 /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: e6equired ❑ May be Required c. Other: RECEIVED C rrII- I"UK wII.A AUG 2 4 2007 By Residential: $eO iertlflcate of sewer Availabiilty Fuld Title MO 1U ivuitadty IWdU JUULII P.O. Box 6: 14374 tbrpri nfa Fax: (206) 242 -1527 OF A,VAlr<.Artll.lT'1( /NOIt - AvAlLAn!!_! Y'• • commeroleil: *'#Ob ON t:I Certificate of hewer Non - Availability t'ttiNll I C EN I ER hereby certify that the above sewer agency information is true. This certification shall be valid for one year from th : = = = of signature. 6.1 - Date PO--311 ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer. District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be.subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understand the terms and conditions herein. 4 Date Ita address (attach hwp and Jegat description showing hydrant location and size of main); T . , ag "a tit' :Y *,,,;,,r,�•. Address: Alien Permit Center /Build Division: 106UU 1.3-10 Public Works Department: 206 -433 4179 Planning Division: 206 -431 -3670 CITY OFTUk'W!I (tia.„ ) .,z Community Development Department Permit Center ,ir 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 loos Tttiis cdrtitcate Is tor the purposes of: RReeideiitial (Wilding Permit Cdrnm ❑ Rezone srcial/industriai Building Permit. ❑ Preliminary Plat Blilirheted number of service connections and water meter size(s): a 6 7 le Vehicular distance from nearest hydrant td the closest point of structure is /30 ft. Area is served by (Water Utility District): C L.) &ep OWner /Agent Signature w T. hone - _ Z ©6— ZY Z, — 95 y7 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: ❑ Short Subdivision ❑ Other - 311 By ✓�'Ia.t,l�, The proposed project Is within 2. - _improvements required. 3. , the Improvements required to upgrade the water system to bring It Into compliance w the the minimum now requirements of the project before connection and to meet the State with a utilities' cross comprehensive plan or to to cross connectiongiee`VED CITY OF TUK1A(,IA AUG 2 4 2007 (Wa separate sheet It more room la needed) d. Based upon the Improvements is No d listed above, water can be provide at 20 psi residual for a duration and will be available at the site with a flow of f D a. Water av ility. haurs at a vet -city of � `' e ' es documented by the attached calculation gpm Acceptable service can be provided to this project Acceptable service cannot be provided to this protect unless the im System Is not capable of providing service to this project, provements in Item B - 2 are met. I lie eby Certify that the above information is true and correct. This certificate is "Attachment to Certificate valid without Water District N ficate of Water Availability." 0 125's attachment entitled eat 7 Date FOP, re_5 0119 License Information License REHABNI973KZ Licensee Name REHABITAT NORTHWEST INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602241649 Ind. Ins. Account Id TREASURER Business Type CORPORATION Address 1 3601 W MARGINAL WAY SW Address 2 City SEATTLE County KING State WA Zip 98106 Phone 2069327355 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/9/2003 Expiration Date 5/24/2009 Suspend Date Separation Date Parent Company Previous License REHABN•016MA Next License Associated License Business Owner Information Name Role Effective Date Expiration Date DETWILLER, STEVE PRESIDENT 05/09/2003 Bond Amount FROST, PHILLIP TREASURER 05/09/2003 919249 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #3 CAPITOL INDEMNITY CORP 919249 03/07/2006 Until Cancelled $12,000.00 03/14/2006 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 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. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= REHABNI973KZ 04/28/2008 1 Maw 0 CD CD ED c) a" rita Z CD p r--h CD ri) N t/) � n cn 0 ' � N a cy, CD co W cm Q � c CD ( W 5- CD m U) m 0 Iry co uol1oaala adoiS uo!TBOO1 TnodsuMoa sa aoue .10111d JOAO3 olTsBld JBaln gip aIld)oo1S .dS Z61 :s)paa IIt( Jo Bait( pp' %L "9Z :o6aaano3 o IB�ol dS 9Z9`1- : ka p TU!adTood IB�ol dS 0I.L`9 :Bait( 1o1 N011038803 3Il3O IIINI713d 9002 L 3 833 °litv'„ ",µL1 ziO ALIO O3Al2038 • NOISIAIQ JNla1ine spools) so X43 Outdid see 6utgwnic M�� � wp 130d a3dhfO3H 11Wb3d 31V8Vd3S NOISING ONIa"IIns ellivolrit 1 Se/3e Mea : P O OR '4 pleb POACUddv Po Amu vougurionapospeglope jo uogelO A 0t4 0 41011103 no vuoissituopuesicusainicins4 Wr Au P74 Puicl %Num" AdOCI 3 •sue Natal ueid leueRIPPe epnlow /ow pue leiguqns old meu a eambei inm suo4slned .3LoN •uolswa eulpltna el tni lenadde iolad snogM vont 40 edoos eye o spew eq Heys se600 oN SNOISIA3H puO DO :suol elnole3 o� (ueld edeaspue Jed pei nbe 6) Jib sel6noa (ueld edeospue Bad peJlnba 5) Jepe pail uJelsem (ueld edeospuei Jed peJinbe £) 1-1 !S Jaded pue6e awl u dea up) II!� IBanTonJTs )ooel pogsnaa „8 /g „D' luewanBd 2/ 1. : uolpas -ssoJ J luewened IBO!dAL 11 plans have been rcvicwed by Department for canformanc ards. Acceptance is sub ich do not authorize ds or ordinances of the desi eletion �\ vks l, tty sta omissions ;tLlupted star tor the adequac designer. Additions, drawings after this dat aiid will require a resub tar subsequent approv Final acceptance" subject to fie inspection by the Public W tics utilities inspector. 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BUJao4u l ToefoJd W � 5 °lop pX15 vt; : ovl 5-20 s . QM govt ! S ' r' 41/1 CI ;wrt _ MUM - "t)1 P v,o a�kwY FLOOR AREA, FT2 2 OR LESS 3 4 5 6 7 8 4 WALL- EXT. BELOW GRADE MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001 -1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501 -2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001 -2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501 -3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501 -4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001 -5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001 -6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001 -7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001 -8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 OPTION 10 GLAZING AREA % OF FLOOR GLAZ ING U- FACTOR 9 DOOR U- FACTOR 2 CEILING 3 VAULTED CEILING 12 WALL ABOVE GRADE 4 WALL - INT. BELOW GRADE 4 WALL- EXT. BELOW GRADE 5 FLOOR 6 SLAB ON GRADE VERTICAL OVERHEAD L 10% 0.32 0.58 0.20 R -38 R -30 R -15 R -15 R -10 R -30 R -10 II. 15% 0.35 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 IV. UNLIMITED GROUP R -3 OCCUPANCY ONLY 0.35 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 FAN TESTED CFM 0.25" W.G. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMTER MAXIMUM LENGTH FEET MAXIMUM ELBOWS 50 4 INCH 25' -0" 4 INCH 70' -0" 3 50 5INCH 90' -0" 5 INCH 100' -0" 3 50 6 INCH NO LIMIT 6 INCH NO LIMIT 3 80 4 INCH 2 N/A 4 INCH 20' -0" 3 80 5 INCH 15' -0" 5 INCH 100' -0" 3 80 6 INCH 90' -0" 6 INCH NO LIMIT 3 100 5 INCH 2 N/A 5 INCH 50' -0" 3 100 6 INCH 45' -0" 6 INCH NO LIMIT 3 125 6 INCH 15' -0" 6 INCH NO LIMIT 3 125 7 INCH 70' -0" 7 INCH NO LIMIT3 3 SUPPLY FAN TESTED CFM AT 0.4" WG SPECIFIED VOLUME FROM TABLE 3 -2 MIN SMOOTH DUCT DIAMETER MIN FLEXIBLE DUCT DIAMETER 50 -90 CFM 4 INCH 5 INCH 90 -150 CFM 5 INCH 6 INCH 150 -250 CFM 6 INCH 7 INCH 250 -400 CFM 7 INCH 8 INCH i GENERAL CODE ALL REQUIREMENTS OF THE 2006 INTERNATIONAL RESIDENTIAL CODE, ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED. BUILDING CONSTRUCTION TYPE: VB SEISMIC ZONE: D2 OCCUPANCY GROUP: R -3 WIND SPEED: 85 MPH EXPOSURE CATEGORY: D CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. SITE WORK GENERAL UNLESS A SOILS INVESTIGATION REPORT BY A LICENSED SOILS ENGINEER IS PROVIDED, THE FOUNDATION DESIGN IS BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACITY OF 2,000 PSF. EXTERIOR FOOTINGS SHALL BEAR 1' -6" MINIMUM BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. ALL BACK FILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. CONCRETE GENERAL CLASS AND USE F'C A. FOOTINGS B. SLABS ON GRADE 1. AIR ENTRAINING AGENT (3% TO 6 %) TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER 2. POSSOLITH 300 SERIES ( 4 OZ. PER 100# OF CEMENT ) TO BE USED IN ALL CONCRETE. 3. MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE. 4. WATER TO CEMENT RATIO PER INTERNATIONAL BUILDING CODE. REINFORCING STEEL ASTM A615 GRADE 60, REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCE APPROVED DETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315. CONCRETE COVER OF REINFORCING STEEL 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 1 -1/2" CONCRETE EXPOSED TO EARTH OR WEATHER 1 -1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER g /4 CARPENTRY GENERAL ALL FRAMING SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH 12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH 18" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH LUMBER STRENGTH (UNITS IN PSI) STUDS STUDS HEM -FIR #3 STUD GRADE JOISTS & RAFTERS HEM -FIR #2 (2X10) HEM -FIR #2 (2X10) BEAMS, HEADERS, LINTELS & GIRDERS 4" NOMINAL DOUG -FIR #2 6" NOMINAL DOUG -FIR #1 GLUE LAMINATED TIMBERS DOUG -FIR LARCHE (24F -V4) STRUCTURAL COMPOSITE TIMBERSn LAMINATED VENEER LUMBER PARALLEL STRAND LUMBER LOADING ❑❑ ❑ ❑❑ ROOF 15 PSF DEAD LOAD FLOOR 10 PSF DEAD LOAD CEILING 5 PSF DEAD LOAD DECK 5 PSF DEAD LOAD INTERIOR PARTITION EXTERIOR PARTITION MINIMUM SLUMP SACKS /C.Y. FV 75 75 FB 500 675 E '1,200,000 1,200,000 75 1075 1,300,000 75 980 1,300,000 95 960 1,600,000 85 1,350 1,600,000 165 2,400 1,800,000 285 2,600 1,800,000 290 2,900 2,000,000 + 25 PSF LIVE LOAD = + 40 PSF LIVE LOAD = + 10 PSF LIVE LOAD = + 60 PSF LIVE LOAD = 40 PSF 50 PSF 15 PSF 65 PSF 7 PSF 10 PSF WOOD BEARING ON OR INSTALLED WITHIN 1' OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/8" DIAMETER WITH 3 "X3 "X1/4" PLATE WASHERS @ 4' -0' ON CENTER UNLESS NOTED OTHERWISE. 7" MINIMUM EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. PLYWOOD ALL PLYWOOD WALL AND ROOF SHEATHING SHALL BE 1 LAYERS OF 7/16" OSB, UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING SHALL BE 3 /4" CDX TONGUE AND GROOVE UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 10D @ 6" O.C. @ EDGES AND 12" O.C. INFIELD. SPAN INDEX SHALL BE 40/20. STAGGER ALL PANEL EDGES AT ROOF AND FLOOR SHEATHING. ORIENTED STRAND BOARD (O.S.B.) SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. GLUE LAMINATED TIMBERS ALL GLUE LAMINATED TIMBERS SHALL BE DOUG -FIR LARCH, FABRICATED TO THE REQUIREMENTS OF THE US PRODUCTS STANDARD PS 56. LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF; 2,400 PSI IN BENDING, 1,100 PSI IN TENSION, 1,600 PSI IN COMPRESSION PARALLEL TO GRAIN, 560 PSI IN COMPRESSION PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR ( COMBINATION 24F -V4). GLUE LAMINATED TIMBERS TO BE AITC CERTIFIED. USE WATERPROOF GLUE. MANUFACTURED TRUSSES ALL TRUSSES SHALL BE DESIGNED BY REGISTERED STATE ENGINEER AND FABRICATED FROM ONLY THESE DESIGNS. TRUSSES SHALL BE STAMPED BY THE ENGINEER OR BY A QUALITY CONTROL AGENCY AS THE STATE TRUSS FABRICATORS COUNCIL. ALL TRUSS DESIGNS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. ALL NON BEARING WALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL OR PARTITION. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSSES. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE STRUCTURE. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. ALL TRUSSES SHALL BE DESIGNED FOR UNIFORM LOADING AS FOLLOWS: TOP CHORD 35 PSF OF TRIBUTARY WIDTH BOTTOM CHORD 5 PSF OF TRIBUTARY WIDTH TILE ROOF 45 PSF TOP CHORD 5 PSF BOTTOM CHORD FIREPLACES ALL MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTIONS OF THE INTERNATIONAL BUILDING CODE AND THE INTERNATIONAL MECHANICAL CODE. GLUE LINER MINIMUM, 5/8" FIRE CLAY (OR EQUIVALENT) PER IBC. FLUE AREA PER IBC. CHIMNEYS SHALL SUPPORT ONLY THEIR OWN WEIGHT UNLESS SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL, AND AN OUTSIDE SOURCE OF COMBUSTION AIR. MINIMUM DUCT SIZE OF 6" SQUARE INCHES IN AREA PROVIDED WITH READILY ACCESSIBLE DAMPER LOCATED IN FRONT PART OF FIREBOX. PREFABRICATED FIREPLACES, CHIMNEYS, AND RELATED COMPONENTS TO BEAR U.L. OR ICBO SEAL OF APPROVAL AND TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. HEARTHS SHALL EXTEND 20" (MIN.) IN FRONT OF AND 12" (MIN.) BEYOND EACH SIDE OF FIREPLACE OPENINGS. FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOORS. INSULATION AND MOISTURE PROTECTION GENERAL UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN 1-1/2" CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION. BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. FACE STAPLE BATTS. FRICTION FIT FACED BATTS USE 4 MIL (0.004 ") POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RATING OF ONE (MAX). R -10 INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THOUGH WALLS , FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER - STRIPPED TO LIMIT AIR INFILTRATION. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE- RATED" AND MUST MEET THE ABOVE REQUIREMENT ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 283.73. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER STRIPPED, CAULKED AND MADE TIGHTLY FITTING PIPING FOR HOT WATER/STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT WATER SERVICE I5 REQUIRED TO BE INSULATED PER THE W.S.E.C. SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R -3 VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8" O.C. AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXCEED 1/16 ". A GROUND COVER OF 6 MIL (0.006 ") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER HT GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE IS INSTALLED ON THE WARM SIDE OF THE INSULATION. 2006 WASINGTON STATE ENERGY CODE (W.S.E.C.) - TABLE 6 -1 PRESCRIPTIVE REQUIREMENTS0,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 OF THE W.S.E.C. 1. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 13 %, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THE W.S.E.C. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS COMPLYING WITH NOTE 3. 'ADV' DENOTES ADVANCE FRAMED CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS WHERE BOTH (a) THE DISTANCE BETWEEN THE TOP OF THE CEILING AND THE UNDERSIDE OF THE ROOF SHEATHING IS LESS THAN 12 INCHES AND (b) THERE IS A MINIMUM 1 -INCH VENTED AIRSPACE ABOVE THE INSULATION. OTHER SINGLE RAFTER OR JOINST VAULTED CEILINGS SHALL COMPLY WITH THE "CEILING" REQUIREMENTS. THIS OPTION IS LIMITED TO 500 SQUARE FEET OF CEILING FOR NAY ONE DWELLING UNIT. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL A WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.2 OF THE W.S.E.C. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURERE'S SPECIFICATIONS. SEE SECTION 602.4 OF THE W.S.E.C. 7. NOT USED IN CLIMATE ZONE 1 8. NOT USED IN CLIMATE ZONE 1 9. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -6C OF THE W.S.E.C. 10. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U =0.40 OR LESS IS NOT INCLUDED IN GLAZING AREA LIMITATIONS. 11. OVERHEAD GLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1.5 OF THE W.S.E.C. 12. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. DOORS, WINDOWS AND SKYLIGHTS GENERAL DOORS TO THE EXTERIOR SHALL HAVE A MAXIMUM 7 -1/2" STEP TO A MINIMUM 36" DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE W.S.E.C. TABLE 6 -1 UNLESS NOTED OTHERWISE ALL SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED GLASS UNLESS NOTED OTHERWISE ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. MINIMUM NET CLEAR OPEN ABLE WIDTH OF 20" AND A MINIMUM NET CLEAR OPENING HEIGHT OF 24 ", MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR ALL FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD INFILTRATION CRITERIA ABOVE, BUT SHALL BE MADE WEATHER- STRIPPED, CAULKED AND BE MADE TIGHTLY FITTING. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. SEE PLANS FOR: 1. MAXIMUM GLAZING AREA. 2. GLAZING MANUFACTURER AND MODEL NUMBERS. WEIGHTED UA CALCULATIONS FOR SUBSTANDARD GLAZING. SAFETY GLAZING LOCATIONS PER INTERNATIONAL RESIDENTIAL CODE. 1. INGRESS AND EGRESS DOORS. 2. SLIDING GLASS DOORS AND SWINGING GLASS DOORS. 3. SHOWER AND BATHTUB ENCLOSURES. 4. GLAZING WITH THE EXPOSED EDGE WITHIN AND 24" RADIUS ARC OF EITHER VERTICAL EDGE OF DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE. 5. GLAZING GREATER THAN 9 SQUARE FEET THAT IS LESS THAN 18" ABOVE FINISHED FLOOR. 6. GLAZING IN ALL GUARD RAILS. SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS IS USED AS SINGLE GLAZING OR IN ALL PANES INSULATING UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE MET: 1. THE GLAZING DOES NOT EXCEED 16 SQUARE FEET 2. THE HIGHEST POINT OF GLASS IS NOT MORE THAN 12' -0" ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA. 3. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 3/16 ". MECHANICAL GENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY GUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE AND THE INTERNATIONAL MECHANICAL CODE. HEATING EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 70 DEGREES FAHRENHEIT AT A HEIGHT OF 3' -O" ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN THE W.S.E.C. DEFINITION OF BUILDING ENVELOPE FROM THE WASHINGTON STATE ENERGY CODE: LITHE ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES THROUGH WHICH THERMAL ENERGY MAY BE TRANSFERRED TO OR FROM THE EXTERIOR EXCEPT AS EXEMPTED BY THE W.S.E.C. 1. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF THE INTERNATIONAL MECHANICAL CODE. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE INTERNATIONAL MECHANICAL CODE 3. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE INTERNATIONAL MECHANICAL CODE. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE SO LISTED AND INSTALLED PER THE INTERNATIONAL MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND TOP ACCORDING TO THE INTERNATIONAL MECHANICAL CODE. LIQUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS PER THE INTERNATIONAL MECHANICAL CODE. HEATING AND COOLING APPLIANCES LOCATED IN GARAGE AND WHICH GENERATE A FLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP B, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION 1 OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019" (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE PER THE INTERNATIONAL MECHANICAL CODE. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH THE INTERNATIONAL MECHANICAL CODE. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH THE INTERNATIONAL MECHANICAL CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OF TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OF THE INTERNATIONAL MECHANICAL CODE. A TYPE B OR BW GAS VENT SHALL TERMINATE PER THE INTERNATIONAL MECHANICAL CODE. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2' -0" ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' -0" HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' -0" OF THE VENT PER THE INTERNATIONAL MECHANICAL CODE. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER THE INTERNATIONAL MECHANICAL CODE. HEATING EQUIPMENT ALL HEATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE 1987 NATIONAL APPLIANCE ENERGY CONSERVATION ACT AND BE SO LABELED. EQUIPMENT SHALL ALSO COMPLY WITH SECTION 1411 OF THE W.SE.C. HVAC EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150% OF DESIGN LOAD INTEGRATED WHOLE HOUSE VENT SYSTEM SPECIFICATIONS FROM THE 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE FOR THE INTERMITTENTLY OPERATED INTEGRATED FORCED AIR VENTILATION SYSTEM. 1. SOURCE SPECIFIC VENTILATION REQUIREMENTS. A. EXHAUST FAN REQUIREMENTS: 1. BATHROOMS, LAUNDRIES, AND POWDER ROOMS - 50 CFM @ 0.25" WG. 2. KITCHENS -100 CFM @ 0.25" W.G. RANGE HOODS AND DOWN DRAFT RANGES MAY BE RATED AT 100 CFM @ 0.10" W.G. (MIN) WHEN USED FOR EXHAUST FAN REQUIREMENTS. B. EXHAUST DUCT REQUIREMENTS: 1. BE INSULATED TO R -4 (MIN) IN UNCONDITIONED SPACES. 2. BE EQUIPPED WITH A BACK DRAFT DAMPER 3. TERMINATE OUTSIDE THE BUILDING. 4. COMPLY WITH TABLE 3 -3 ON THIS SHEET AND SECTION 303.3.4. 2. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORCED AIR SYSTEM USING THE FOLLOWING METHOD. 3. FRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLOWING: A. BE SIZED ACCORDING TO TABLE 3 -5 ON THIS SHEET. B. BE DUCTED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM WITHIN FOUR FEET UPSTREAM OF THE FURNACE BLOWER. C. BE INSULATED TO R -4 (MIN) WHEN LOCATED WITHIN HEATED SPACES. D. BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND OTHER FOREIGN MATERIAL. E. NOT RECEIVE AIR FROM THE FOLLOWING AREAS: 1. WITHIN TEN FEET OF AN APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET IS THREE FEET ABOVE THE FRESH AIR INLET. 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING FUEL BURNING APPLIANCES THEREIN. 5. CLOSER THAN TEN FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM, UNLESS THE VENT OPENING IS AT LEAST THREE FEET ABOVE THE FRESH AIR INLET. 6. ATTICS, CRAWL SPACES OR GARAGES. 4. THE INLET DUCT SHALL BE EQUIPPED WITH ONE OF THE FOLLOWING: A. A FIXED DAMPER INSTALLED AND SET TO MEET MEASURED FLOW RATES AS SPECIFIED IN TABLE 3 -2 ON THIS SHEET, OR B. AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE PRESSURE OF 0.70" WATER GAUGE AT THE POINT WHERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. 5. THE VENTILATION SYSTEM SHALL BE CONTROLLED BY A 24 -HOUR CLOCK TIMER INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER SHALL BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE FINAL INSPECTION THE TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE SYSTEM FOR A MINIMUM OF EIGHT HOURS A DAY. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS) ". NOTE: KING COUNTY RECOMMENDS THE INSTALLATION OF A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A MINIMUM SONE RATING OF 1.5 AND SIZED ACCORDING TO TABLE 3 -2 ON THIS SHEET AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING CAVITIES. INTERIOR DOORS SHOULD BE UNDERCUT ONE HALF INCH (1/2 ") ABOVE THE FINISHED FLOOR. TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS* MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC FEET PER MINUTE (CFM) * FOR RESIDENCES THAT EXEED 8 BEDROOMS, INCREASE THE MINIMUM REQUIREMENT LISTED FOR 8 BEDROOMS BY AN ADDIONAL 15CFM PER BEDROOM. THE MAXIMUM CFM IS EQUAL TO 1.5 TIMES THE MINIMUM. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING NOTE: 1. FOR EACH ADDITONAL ELBOW SUBTRACT 10' -0" FROM LENGTH. 2. FLEX DUCTS OF THIS DIAMTER ARE NOT PERMITTED WITH FANS OF THIS SIZE TABLE 3 -6 PRESCRIPTIVE SUPPLY FAN DUCT SIZING NOTE: 1. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER 1 INCH 2. FOR ELBOWS NUMBERING MORE THAN 3 INCREASE DUCT DIAMTER 1 INCH DUCTWORK DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH BY THE INTERNATIONAL MECHANICAL CODE. RECTANGULAR, FLAT, OVEAL AND ROUND DUCT JOINTS AND SEAM SHALL BE AIRTIGHT PER THE INTERNATIONAL MECHANICAL CODE. INSTALLATION OF DUCTS SHALL COMPLY WITH THE INTERNATIONAL MECHANICAL CODE. DUCT INSULATION BE INSTALLED IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE. oo1 319 7-11-‘::,„(-RVE:7::.-7,1TirS;:;\--;;NF-77:777:7143 IP (,;‘, x Or. '. ti , • RECEIVED CITY OF T IU <vviLA FEB 2 1 2008 PEHMI CENTER N w co w IY Lid 1 °'' N M N- u) co N 7 - cn 'co a) c o Z - Lt - (7) CD i �i 9 d- N M 9 zzr — — b co a — \— 2x8 Top of Windows Exterior Finish per Elevations over 7/16 OSB over 2x6 studs @ 16" o.c. w/ R -21 insulation over 1/2" GWB typ. @ Exterior walls. T.O. Ridge Line T.O. Subfloor Final /Existing Grade = 188' T.O. Footing 30 -year Shingles over 7/16" OSB over Pre- Engineered Trusses @ 24" O.C. over R -38 insulation over 5/8" GWB. Typ UNO Final Grad' r a- Existing - Grade = 185' `„ J 'A . _ 'n r 'A Stick - Framed Shed Roof @ 24" O.C. oio ■n Stick - Framed Shed Roof @ 24" O.C. 4 ° A 'A 12" Hardi -Plan Siding ST ° /fi A . • ° 6 'A Board & Batten Hardi w 1x2 @ 16" O.C_ ° 4 v° • ° v ° ° v° . _ 'A . 'A 'A 6 Provide 2x10PT for Future Deck Prior to Siding 4 4 4 v v° 4 _6 - n1 ='n A 'A - _6 _n 4 ,6_n_ x8 Top of Windows I I v° ' v° 'A .1'A ° 6 'A west _ Eevatb L 4 P e 4 a ° ,6 'A 4 East EQsvaOO r 12 30- a 4 v ' 4 v ° a v ° a v ° ' a 1,3'n L'A . n 'n /:\ 'A . 1 'A . / 'A . Q 'A . 'A o `- r,r---- v - v 1 ° e e 4 � A 4 4 A 4 /, 'A 4 6 A ear Shingles over of 7/16" OSB 2x12 DF #2 or Better @ 24" O.C. 8 insulation over 5/8" oof Only v ▪ e 6'n 4 .6 'n 6x12 2x6 2x2 Hardi Panel 2x6 Angle - Cut T.O. Ridge Line ED T.O. Top Plate b I co co Final T.O. Footing o •Grade = 185' — - Existing 4 v e 1 Grade = 184' 6 'A ; 5/4" x 4" Existing /Final \ Grade = 191' b Existing 7 v ; 1 Grade = 189' • 4 'n; 9 " T.O. Subfloor d, N — '`0 T.O. Top Plate T.O. Subfloor, - - \�-- M 0 7 4- N 0 co O co Final Grade ° = 185' �- Existing Grade - _ =184' ry I ° A co 9 Co 0 0 \- - \ -- 6x12 Final Grade = 191' o Existing Grade - ;--° M = 189' e v ° ° v , 4 n L L'n 6x12 e v , 4 i v n 6 'n 6x12 6x12 4 I v ° 5 'A 6x12 v , ° ° ° ° 4, `n . 4 'A ve . 4 'A . P !° v ° a ° 6 Continuous Footing 4 6, 4 c ° • 4 v ° ° v v ° 4 v° 4 v° 4 v ° 4 v-° 4 6 'A - 6 'A . 6 'A 6 'A . e ° ° 1 . 6 'A . ° 6 'A /6 'A . 'A North lS1J !1 Elie V l`_:.ltbll LI v e 4 ° 4 A . Q `A ti TV v L'A 6A 4 v ° , 4 e 4 South Revatoon v t 4 , A ° 'A 6 'A 'A 4 , ° v 4 , r v Tv 4 1° 4 ° 4 1 e 4 1 6'A 6'A . 1 \'A . Li 6 'A A 6x12 6x12 6x12 6x12 12 4 s r s v v v v 4 n ° 4 1 4 4 °• 4 °• 4 1 J� ,A 1 ,n y 'A 6 ` n DO731 4 ;' — Existing Grade = 185' Z0 — -\ Final /Existing -_ 11===113MAT 1111 • Grade = 188' 5' CV CITY O - FL FEB 212008 PE0 - di, i T CENTER co 0 w CO N CO 0) • 1 1 ) U L CD co 1 _ O 0) Z -1-• - 0 r rr_ E 70 L- CD _C to il- DC 515IS IN „Z1L S[ . -I. U ci Crawl Space Area 5' -0" o 6MII Vapor Barrier a 1 1 8 ' -8 " v v 4 ' -4 11 i 1 41 -411 , 5' -0"1 1 5' -0" 1_011 1 1 5' -0' , 2' -0 _si r'�'P 4 t a p:f 4. . .0 _ tg ry_a Q e��lav� r . . dq e" -'7 4 � . \ \ cc N N Z0 N \ \ a v . . v 4"' d a. _ A� a cn CV 0 Z0 4' -0" 11' -0" v �a P` • 2' -4" 2 1/2" 2,_911 2 1/2" i 11' -0" O c�. 1— t 4 1 5' -0" 5 -0" 4 15 41 4x10 DF Beam over 4x4 PT Posts over 14" x 8" Continuou$ Ribbon Footing w/ (2) #4 @ Center Typ UNO 4 5 ate • Garage Slab Above 4" Poured Concrete Slab over Granular Fill 1'65' 22 -0" r 10' -0" 4 -3" m 37' -0" 35 -8 O Crawl Space Area 6MiI Vapor Barrier over Compacted Fill • - a p" n aQ 37' -0" p o ,v ■ 3 -5 A ° o. 0 1 \ ,7 2 1/2" 2 1 -9 11 2 1/2" 111 -0" / 7 Foundat or nnen H w Eo Crawl Space Area 6Mil Vapor Barrier over Compacted Fill 5' -0" 11 a) 0 O 16' -0" c • e • p ,a 4 5/4" x 4" TK Cedar Decking over 2x10 PT Floor Joists 7 U 0 0 a• a - 4' -0" 4x10 DF Beam over 4x4 PT Posts over 14" x 8" Continuous Ribbon Footing w/ (2) #4 @ Center Typ UNO L en A • a 4 5' -0 a -� � - - q — pV; = == �i -^ � - t�q -4 p ' + ' - = � ={� �„"7"'� - __ � y- • pr'r T -�q 6 q -4 -.� e n �� -s y'4 -d- a -a v � A - -a o- a + 4a . d ;d: a"� jca � A -V a� A , 1-T- • a° 4 4 J L b 0 C7 a rzr \ \ 0 9 1 40 NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 'A" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) Foundation Notes 1. Written Dimensions take precedence over Scaled Dimensions. 2. All Footings to have a minimum depth of 18" Below Final Grade. 3. Step Foundations per Site Conditions. 4. All Concrete Footings to Rest on Firm Moistured Earth with Minimum 2,000 psf bearins pressure (refer to Soils Report when Required). 5. All Wood in Contact with Concrete or Masonary or Expose to Earth or Weather to be Pressured Treated. 6. Verify All Demensions and Field Conditions. 7. Provide Temporary Bracing as Required. Until all Permanent Connections and Stiffenings have been installed. 8. Provide Double Joists or Blocking at Partitions Above. 9. Provide 15" x 7" Foundation Vents with 1/4" Corrosion Resistant Wire Mesh as Required per Code. 10. Crawl space to be a minimum of 18" Below Floor Joist and 12" Below Beams or Girders with min. 6 mil Black Vapor Barrier Gound Cover Lapped 12" at seams and extended to Foundation Wall at Sill Plate, typical. 11. All Beams to be 4 x 10 (see Notes Sheet for Lumber Strength Values. Unless Noted Otherwise. 12. All Posts to be 4 x 4 (4 x 6 at Beam Splices) Typical UNO. 13. All Isolated Spread Footings to be 18" x 18" x 6" Thick with (2) #4 Bars at Bottom each Way. Typical UNO. Holddown Schedule HPAHD22 4 Roof Ventilation Schedule: Roof Area: Main Floor: 615 SF Upper Floor: 1182 SF Total SF: 1797 SF Ventilation Required: 1797 SF /300 * 144 SI per SF = 862.56 SI Provide 1/2 Ventilation @ Eaves and 1/2 @ 12" Below Ridge Birdblocking @ Eaves: Net Ventilation Per LF: 3.5 SI /LF - 25% Reduction = 2.63 SI /LF Ventilation Required: 862.56/ 2/ 2.63 SI /LF = 164 LF 7" x 7" Attic Roof Jacks: Net Ventilation Per Jack: 49.00 SI /LF - 25% Reduction = 36.75 SI Each Ventilation Required: 862.56/ 2/ 36.75 Each = 12 Jacks re -Engineered Trusses @ 24" O.C. Pre -Engi Trusses 2x6 afters © 24" C oof Only . C. neered @ 24" 0.C. 2x6 Thi 2 Ventilation Typ This Roof Only Raft 4" Ro ers O.C. - Df On ly 2x12 Rafters @ 24" O.C. - This Roof Only Provide Notches @ Each Rafter for Room Framnrlg D07-319 CITY REC7J7 .TD `iL FEB 21 2008 FE HMI MI F GEtNITER co 0 0 N ILO C) 1 N 0) N 1 U c rn w W CO Cfl CO W - a 0 a) 0) 0 11111 17)" r a) co 1 _c N O 4) Z 0) - 0 a--r LL a) _c W 0 u. DRAWING# 2006-002 DATE: February 2 DRAWN BY: CSD APPROVED 5/4" TK Ceda Decking over 2x10 PT oists Canti evered " on Front 0 Co 9 m 0 cc� N O 3' -1" 2' -6" 11' -0" 2 -6" x 5' -0 3" 5' -2" 2' -6" x 5' -0" FAMILY ROOM 2 POWDER ROOM ' -9 7/8" 11 4 , 2 ' -8 " 4x10 H cr Abov CV O 0 x 0 U O CD rr II II II II II II BeAiln to be Sized b Engineer II II II II ;I I III . I I 0 II II II II II r // 5' -0" 2 CAR GARAGE 4" Poured Concrete Slab over 4" Granular Fill Line of Walls Above Solid Blocking 16' -0" x 7' -0 " R.O. 16' -3" x 7' -3" 22' -0 " 7 10' -0" 6' -0" NOOK 11' -0" 37' -0" 5' -0" 2' -6" N T Co 1' -10" 37' -0" Crawl Space Access 18" x 24" ' -0" x 3' -0" KITCHEN a i Main Floor 4' -0" 3' -0" 4' -0" FOYER Set Beam Height to 8" -0" Typ @ Porch Dan 3' -2 1/2" 16' -0" 2' -6" i 2' -6" 1 2' -5 1/2 3" 111 2' -6" x 5' -0" LIVING ROOM 15' -0" Deck 2 -6" x 5' -0" DINING ROOM 8' -6" cn: : :13g 11e =b0Ziz - - -- I I by Engineer - - -- tine oftloDr Above 2' -6" dge' 2' -6" 2' -6 " ii " 11' -0" 0 cD Provide Half Porch Post 2' -6" x 5' -0" Corner ' -6 1/2" 2' -5 1/2" \ \ \ d- co \ 1 0' O O 0 CV Main Floor Framing Notes: 1. Written Dimensions take precedence over Scaled Dimensions. 2. All Headers to be 4x10 D.F. #1 Unless Noted Otherwise (UNO). 3. Bottom of Headers to be 6'8" this Floor UNO. 4. All Exterior Walls to be 2x6 w/ R -21 insulation UNO. 5, All Frame Nailing to satisfy IRC Block all Plywood edges and nail with 1 OD at 6' O.C. Typical all Exterior Walls. 6. Provide Double Joists or Blocking where Partitions occur above. 7. Provide Solid Blocking over Supports. 8. Plate Height to be 81" this Floor UNO. 9. Fireblocking at all Plumbing Penetrations. 10. All Storage and Spaces under Staircases to be Finished with 5/8" G.W.B. 11. Denotes Solid Bearing under Concentrated Loads, Use (2) 2x4 at 4' Walls UNO. 12. Finish all Ceilings with 1/2" G.W.B. UNO. 13. At Garage use 5/8" Type "X" G.W.B. at all Common Living Walls and Ceilings, wrap all Posts and Beams. 14. Provide 26 -Gauge Galvanized Sheet Metal Flashing above Windows and Doors. (Typ) Lap Building Paper over. 15. Hold Siding 6" Above Final Grade. 16 Fasten Muti -Lam 2x Beams per IRC. 17. Upper Floor Framing to be 9 1/2" I -Joist at 16" O.C. typical UNO Plan shows direction. 18. Ceiling Joists to be 2x6 at 24" O.C. typical UNO Plan shows Joist Direction. 19. All voids to be Fire /Draft Blocked per IRC. 20. Install Water Heater per 1987 NAECA. See Sheet 1 Project from Impact per 2006 I.M.C. 21. Furnace to be placed 18" Abv. floor on 1 hour furnace platform w/ (2) 3/4" layers Plywood. Protect from impact per 2006 I.M.C. 22. Door between House and Garage to be 20 min rated. Solid core tight fitting with Self Closure. 23. Install Zero clr. frpl. pewr terms of Lists and Manufacturer's specs per IRC. 24. Provide Continuous Handrail at all Stairs a min. of 1 1/2" from wall. 25. Denotes Bearing Point and Hold Down Location. Area Summary Basement Floor: N/A Main Floor Plan: 964 sf Upper Floor Plan: 1060 sf Total Area: 2024 sf Garage: 495 sf Decks: N/A O d \\\ 0 N O CO N 6' -11" BEDROOM #2 I} [ 2' -6 " x 3' -6" 13'-8" dr 5' -0 " x 4' -6" 2' -0" 0 6' -0" 14' -9 1/2" 6' -9" 2'-6" sb MASTER BEDROOM 2' -6" x 4' -0" sb 2' -6" x 4' -0" 3'-1 0 3/4" ,2' -11 3/4'/ 2' -6" / 211 2' -6 ", 1' -1 1/2" 6' -10 1/2" 7' -6" 5' -0 1 /4" d , 5' -9 1/4" x 3' -6" Half Wall 3' High to Here u Do 10' -9 1/2" 37' -0" BEDROOM #3 n 2x10 Frame 4' -5 3/4" 1' -1 1/2" 7' -7 1/2" p 2 6' -0 " 3T-0" WALK -IN CLOSET 2' -6" x 3' -6" 0 3' -1 3/4" sb 3 1 - -- S 1-13- 4*(1,10 Hdr Above Ifi b " b Provide Furnace Platform per 2006 Uniform Mechanical Code Provide 2x12 Ledger for Rafters - Connect w/ Simpson LSSU 210 or Equal Typ 3' -0" x 3' -0" 2' -0 " f i 2'-4 1/2" 0 2' -1' Provide Safety Glass per Floor PDarn CO 4'-7 3/4" 5' -6 1/4" 0 15' -0" 10' -2" 5' -0" x 3' -6" OPEN TO BELOW BEDROOM #4 13'-0" bO1 31'1 0 a) a) i 0 io N b M Upper Floor Framing Notes 1. Written Dimensions take precedence over Scaled Dimensions. 2. All Headers to be 4x10 D.F. #1 Unless Noted Otherwise (UNO). 3. Bottom of Headers to be 6'8" this floor UNO. 4. All Exterior Walls shall be 2x6 w/ R -21 Insulation UNO. 5, All Frame Nailing to satisfy IRC. Block all Plywood Edges and Nail with 10d @ 6" O.C. Typ All Exterior Walls. 6. Provide Double Joists or Blocking where Partitions occur above. 7. Provide Solid Blocking over Supports. 8. Plate Height to be 8'1" this floor UNO. 9. Fireblocking at all Plumbing Penetrations. 10. All Storage and Spaces under Staircases to be Finished with 5/8" Type "X" G.W.B. 11. Denotes Solid Bearing under Concentrated Loads. Use (2) 2x4 at 4" Walls UNO. 12 Finish all Ceilings with 5/8" G.W.B. 13. Provide 26 -Gauge Galvanized Sheet Metal Flashing Above Windows and Door. Typical. Lap Building Paper over. 14. Fasten Multi -Lam 2x Beams per IRC. 15. Ceiling Joists to be 2x6 @ 24" O.C. typical UNO. 16. All Voids to be Fire /Draft Blocked per IRC. 17. All Tubs and Showers: Fireblocking between Studs - Limit Shower Flow to 3 G.P.M. - Waterproof Wall to within 70" Above Drain Inlet - All Glazing within 70" Above Drain Inlet to be Safety Glass - No Vapor Barrier behind G.W.B. 18. All Smoke Detectors to be 110 Volt Interconnected w/ Battery Back -up. 19. Provide Continuous Handrail at all Stairs a min. of 1 1/2" away from Wall. 20. Provide Safety Glazing at all Shower Enclosures/ Doors as required under IRC R308.4. 21. All Stairways shall be illuminated and controlled by switches at both top and bottom of the stairs as required by IRC R303.6. • '1\ RECE CITY OF :.ILA FEB 2 1 2008 PEHNII T CENTER 0 w w 1 U - So 0) � M N C0 I Q N Cm° 0) I m CO -5 0 0 I a) c3) C) L co O co N Q 4) Z .0 cu -ir a LL. PRODUCT CODE SIZE COUNT U -VALUE AREA (in SF) TOTAL AREA (in SF) TOTAL U -VALUE SINGLE HUNG 2' -0" x 3' -0" 2 0.37 6.0 12.0 4.44 HORIZONTAL SLIDER 3' -0" x 3' -0" 2 0.35 9.0 18.0 6.3 SINGLE HUNG 3' -0" x 4' -0" 2 0.37 12.0 24.0 8.88 PICTURE WINDOW 6' -0" x 5' -0" 1 0.35 30.0 30.0 10.5 HORIZONTAL SLIDER 5' -0" x 4'-0" 1 0.35 20.0 20.0 7.0 HORIZONTAL SLIDER 6' -0" x 5' -0" 2 0.35 30.0 60.0 21.0 SLIDING PATIO DOOR 6' -0" x 6'-9" 1 0.35 40.5 40.5 14.2 HORIZONTAL SLIDER 4' -O" x 4' -6" 2 0.35 18.0 36.0 12.6 HORIZONTAL SLIDER 5' -0" x 3' -6" 2 0.35 17.5 35.0 12.25 HOZIZONTAL SLIDER 5' -0" x 4' -6" 1 0.35 22.5 22.5 7.9 WINDOW TOTALS 298.00 105.07 GLAZING % = TOTAL GLAZING AREA / TOTAL HEATED AREA 298.00 / 2078 14.3% AVE U -VALUE = TOTAL U -VALUE / TOTAL GLAZING SF 105.07 / 298.00 0.35 E E 2 E N c x 0_ 0 = N 0 z E 0 Fpo u) co cV b 00 \- - 25 -Year Composite Shingles over 15# Building Felt ° over 7/16" OSB "' over 2x12 DF #2 or Better Raft over R -30 Insulation over 5/8" GWB _ (Family Room Roof or E? M o Exterior Finish per Elevations over 7/16 OSB over 2x6 studs @ 16" o.c. w/ R -21 insulation over 1/2" GWB typ. @ Exterior walls FLOOR JOISTS PER PLAN BATT INSULATION PER PLAN 3/4" T &G OSB SUBFLOOR GLUED & NAILED z z 2 Ea z BEAM PER PLAN BOTTOM OF BEAM (2) SIMPSON A24 FRAMING ANCHORS @ EACH POST L p SOLID BLOCKING -2X CLEAT ON EACH SIDE P.T. POST PER PLAN 6 MIL VAPOR BARRIER 7 CONTINUOUS FOOTING Spacing between Guards shall not allow the passage of a sphere of 4" or more. Tread 10" Min @12 "from most Narrow Point per IRC R311.5.3.2 2x4 Thrust Block 1 1/4" Dia Min Handrail 3/4' T &G Subfloor over 9 1/4" TJI Joists over 5/8" GWB Interior Stair & Railing shall be built per Interio Stair Detail �i T i T i T i T i T t T t T i T t T i T i T i j i T i T i T t T t T t T t T i T i T t T t T t T t T t T i% _►. � lSSIi MISIiTSI its iitiNSISialiiSERII;EMI ifiliiiialii 1St IiTiaSit 4x1 0 Beam over 4x4 PT Posts over 8" x 16" footing ly) Guards to Comply w/ IRC Section R312 Interior Stair Fireblocking @ Mid -span 25 -year Composite Shingles over 15# Building Felt over 7/16" OSB Sheathing over Pre - Engineered Trusses at 24" O.C. (3) 2x12 Stringers 12 Landing (if Required) to Conform to the 2003 IRC R311.5.4 Beam per Plan Below Stairs install (1) Layer 1/2 G.W.B. on walls and ceiling z 12 TYPICAL 2X EXTERIOR WALL: FINISH PER ELEVATION OVER 7# BUILDING PAPER AIR INFILTRATION BARRIER 1/2" SHEATHING 2x STUDS PRT PLAN @ 16" o.c. BATT INSULATION PER PLAN 1/2" GYPSUM BOARD 2X BOTTOM PLATE 1 1/4" X 9 1/2" LSL TIMBERSTRAND RIM BOARD WEATHER TIGHT CAULKING LEVEL OF FINAL GRADE SHALL REMAIN A MIN OF 6" BELOW EXTERIOR FINISH EXTENT OF EXCAVATION BACKFILL TIGHTLINE STORM D (4" SDR35) SAND STOP CONCRETE FOOTING 6" GRAVEL (MINIMUM) ON 4" DIA. WEEPING TILE 4" 8' 16" Overhang @ Eves 12" Overhang @ Gable 16" 4" " W/ CRAWL SPACE co - Co _\ 0 0 • co L -\ b CV TYPICAL I -JOIST FLOOR SYSTEM: 3/4" T &G OSB SUBFLOOR 9 1/2" TJI FLOOR JOISTS @ 16" o.c. w/ FULL BLOCK WHERE REQ'D 1/2" DRYWALL FILL VOID WITH BATT INSULATION 2X P.T. SILL PLATE W/ ANCHOR BOLTS & 3 "X3 "X1/4" WASHERS PER SHEAR WALL SCHE 12" MAX. & 4 1/2" MIN. FROM ENDS & 7" EMBEDMENT. (ELSEWHERE USE 5/8" DIA. 10" A.B. W/ 3 "X3" X1/4" WASHERS FASTENED TO FOUNDATION WALL AT 48 "O.C. limudiallismis v � V A 0 0 0 c C 0 " POURED CONCRETE WALL 6MIL. POLY VAPOR BARRIER OVER CONSTRUCTION FILL 3 #4 REINFORCING BAR VERTICAL @ 18" O.C. W/ ALTERNATE BENDS & HORIZONTAL @ 10" O.C. (2) #4 REINFORCING 8" FOUNDATION WALL BAR CONTINUOUS GLAZING SCHUDULE TYPICAL 2X EXTERIOR WALL: FINISH PER ELEVATION OVER 7# BUILDING PAPER AIR INFILTRATION BARRIER 1/2" SHEATHING 2x STUDS PRT PLAN @ 16" o.c. BATT INSULATION PER PLAN 1/2" GYPSUM BOARD 2X BOTTOM PLATE 1 1/4" X 9 1/2" LSL TIMBERSTRAND RIM BOARD WEATHER TIGHT CAULKING EXTENT OF EXCAVATION BACKFILL TIGHTLINE STORM D (4" SDR35) SAND STOP CONCRETE FOOTING 6" GRAVEL (MINIMUM) ON 4" DIA. WEEPING TILE 4 " 8" 16" 4" 8" FOUNDATION WALL BASEBOARD TYPICAL I -JOIST FLOOR SYSTEM: 3/4" T &G OSB SUBFLOOR 9 1/2" TJI FLOOR JOISTS @ 16" o.c. w/ FULL BLOCK WHERE REQ'D 1/2" DRYWALL Li r7 ILL VOID WITH BAIT INSULATION 2X P.T. SILL PLATE W/ ANCHOR BOLTS & 2 "X2 "X3/16" WASHERS PER SHEAR WALL SCHE 12" MAX. & 4 1/2" MIN. FROM ENDS & 7" EMBEDMENT. (ELSEWHERE USE 5/8" DIA. 10" A.B. W/ 2 "X2" X3/16" WASHERS FASTENED TO FOUNDATION WALL AT 48 "O.C. TYPICAL 8" CONCRETE WALL: 8" CONCRETE DAMPROOFING/WATERPROOFI NG PER IRC R406.1 2X STUDS PER PLAN @ 16" O.C. R21 BATT INSULATION AIRNAPOR BARRIER 1/2" DRYWALL BOTTOM PLATE 4' GRANULAR FILL 6MIL. POLY VAPOR BARRIER 4" POURED CONCRETE SLAB #4 REINFORCING BAR VERTICAL @ 18" O.C. W/ ALTERNATE BENDS & HORIZONTAL @ 10" O.C. (2) #4 REINFORCING BAR CONTINUOUS b0T 319 RECEIVED CITY OF TP;....1\1LA FEB 2 1 2008 PERMIT CENTER L1.1 rn w 11 w co co co (75 u) VJ - I r M N (c) V) /1 CO as I a) d .� c ^ Co W c a N 0 ne2 • ID L- CCs 0 r 0 I - 4,C (D E (2 T SNOW FLOOR LIVE LOAD DECK LIVE LOAD BALCONY LIVE LOAD WIND SEISMIC DESIGN CATAGORY L 11' -10" CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER #5 BARS AND SMALLER NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: SLABS, WALLS E7 • e 1' -6, TYP. 14x8 STRIP � 9s p FTG. W/ (2)#4 `,; @ CNTR., TYP. .o [•1 - I 4x8 CONT. 4" POURED CONCRETE SLAB -ON -GRADE OVER 4" MIN. GRANULAR FILL BAINBRIDGE MODEL 3" 2" 1 1/2" 3/4" 4x8 CONT. 5' -0" STRUCTURAL GENERAL NOTES 25 PSF 40 PSF 40 PSF 40 PSF SEATTLE, 60 PSF ELSEWHERE 85 MPH, EXPOSURE B D (SITE CLASS D) MAX. LINE UP W/ COL ABOVE 7 FOUNDATION & MAIN FL FRAMING PLAN 1/4 " =1' 7- -E -- - -- e U ° O — tor 4x8 N CONT. rn -E} Px -x CONSTRUCTION: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE 2003 AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. DESIGN LOADS: T FOUNDATIONS: (1) FOUNDATIONS TO BE PLACED ON FIRM UNDISTURBED EARTH, AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. (2) ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) (3) FOUNDATIONS FOR ALL BUILDINGS WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN 1 FOOT IN 20 FEET SHALL BE LEVEL OR SHALL BE STEPPED SO THAT BOTH TO AND BOTTOM OF SUCH FOUNDATION ARE LEVEL. CONCRETE: CONCRETE TO ATTAIN A 28 -DAY COMPRESSIVE STRENGTH OF 2,500 PSI, USING TYPE 1 CEMENT, AT LEAST 5' /z SACKS PER CUBIC YARD. MAXIMUM SLUMP IS 4 ". MAXIMUM AGGREGATE SIZE IS 1 '/2'. REINFORCING: ALL BAR REINFORCING TO CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC TO CONFORM TO ASTM A185. ALL HORIZONTAL REINFORCING TO BE CONTINUOUS AT CORNERS AND INTERSECTIONS BY USE OF CORNER BARS LAPPING 2' -O" EACH DIRECTION OR BY LAPPING REINFORCING 2' -O" AROUND CORNER. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR PLATES, ETC., IS PROHIBITED EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE AS INDICATED ON THE DWGS. THE LENGTH OF LAPPED SPLICE SHALL BE 48 BAR DIAMETERS MINIMUM, UNO. THE NONCONTACT SPLICED REINFORCEMENT SHALL NOT BE SPACED TRANSVERSELY FARTHER APART THAN 6 ". WELDED OR MECHCNICAL CONNECTIONS SHALL DEVELOP 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR IN TENSION. THE FOLLOWING MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED: LEGEND: 1 A - C) DENOTE SHEAR WALL & WALL TYPE PX -X HPAHD22, TYP 161 P1 -6 COMMON TRUSS ©24" O.C. P.1. -4 P1 -3 SIM 4x8 O U 0 Zo ° 5 1/8x18 GL FLUSH HARDWARE: ALL HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE, UNO. J m ❑ 4x8 4x8 • oa ITT HANGER (UPSIDE DOWN) U 0 TT LUMBER: LUMBER 2 INCH NOMINAL TO BE H.F. #2 OR BETTER, UNO. LUMBER OVER 2 INCHES NOMINAL TO BE D.F. #2 FOR BEAMS, AND #1 FOR COLUMNS, UNO. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. PRE - FABRICATED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF D.F. OR H.F. AND BEAR SEAL OF MANUFACTURER. SUBMIT TRUSS SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. PRE - ENGINEERED STRUCTURAL LUMBERS: ALL ENGINEERED LUMBERS SHALL MEET OR EXCEED Fb =2,900 PSI, Fv = 285 PSI, FcII = 2,900 PSI, Fc 650PSI, AND E =2.0 E, UNO. JOISTS: TJI JOISTS TO BE OF SIZE AND TYPE SHOWN ON DRAWINGS AS MANUFACTURED BY TRUS -JOIST CORPORATION AND TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. • NAILING: ALL NAILS SPECIFIED TO BE COMMON WIRE NAILS. FRAMING NAILING TO BE IN COMPIANCE WITH TABLE R602.3(1) I.R.C. UNO. WHERE A 3" SINGLE NOMINAL SILL PLATE IS USED, 2 -20d BOX END NAILS SHALL BE SUBSTITUTED FOR 2 -16ds COMMON END NAILS FOUND IN LINE 8 OF THAT TABLE. P1-4 ANCHOR BOLTS: ALL BOLTS TO CONFORM TO ASTM A -307 OR AS SHOWN ON THE DRAWINGS. ALL ANCHOR BOLTS SHALL BE 5/8" DIAMETER J BOLTS W /3 "x3 "x1/4" PLATE WASHERS, 7" MINIMUM EMBEDDED IN CONCRETE, AND PLACED AT NO MORE THAN 6' OC, UNLESS NOTED OTHERWISE (UNO). ONE BOLT SHALL BE PLACED WITHIN 12" OF EACH END OF THE SILL PLATE W/ MINIMUM 2 BOLTS PER SILL PLATE PIECE. ROOF, FLOOR, AND WALL SHEATHINGS: (1) ALL SHEATHINGS SHALL BE A.P.A. RATED CDX PLYWOOD OR 0.S.B. (2) ROOF SHEATHING TO BE 1/2 INCH, SPAN RATING 32/16, FLOOR SHEATHINGS TO BE 3/4 INCH MIN. T &G, SPAN RATING 48/24, AND EXTERIOR WALL SHEATHING TO BE 1/2 INCH, SPAN RATING 24/0., UNO. (3) FASTEN AT ALL SUPPORTED EDGES WITH 8d NAILS AT 6 INCH OC AND AT INTERIOR SUPPORTS WITH 8d NAILS AT 12 INCH OC., UNO. (4) ROOF AND FLOOR SHEATHINGS SHALL BE INSTALLED WITH LONG DIRECTIONS PERPENDICULAR TO SUPPORTS. (5) THE FLOOR SHEATHING SHALL BE GLUED TO THE SUPPORTS WITH AN APPROVED ADHESIVE. F- J 0 r 5 1/4x11 7/8 PSL (EXTEND TO WALL CORNERS) -- -JACK TRUSS @24" O.C. w 0 2 4x12 4x8 OPN'G U ° 0 r i0 - @l N i-0) P1 -3 14 7 C516 -R, TYP co OPN'G CORNERS P1 -6 4x8 P1 -4 LINE OF WALL ABOVE SOLID BLK'G I 1101 (1) —J 1 3/4x9 1/2" PSL SINGLE RIM JST BAINBRIDGE MODEL P1 -6 LTS18 1 SOLID BLK'G V + X0 0 2x12 ©24" O.C. 181 LOW ROOF 3 1/2x9 4x8 ° 1 1/4 PSL ■ w 0 fL' P1 -6 14 UPPER FL FRAMING & MAIN FL SHEAR WALL PLAN 1/4 " =1' ° 0 4x8 CONT LOW ROOF 13 iN '0 4 p0-T31 `i COMMON TRUSS @24" O.C. TIMBER CONSTRUCTION NOTES: (1) WHEN TOP PLATE IS INTERRUPTED BY HEADER, HEADER SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE EACH END. USE 2- SIMPSON MSTA24 CONNECTORS, UNO. (2) PROVIDE SOLID BLOCKING OVER SUPPORTS. (3) ALL EXTERIOR STUD WALLS SHALL BE 2x6 STUDS @ 16" OC MAX. ALL INTERIOR STUD WALLS SHALL BE 2x4 MIN STUDS @ 16" OC MAX., UNO. (4) WALLS, EXCEPT PARTITION WALLS, SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. TOP PLATE LAP SPLICE SHALL BE 4' MIN IN LENGTH W/ 16d NAILS @ 3" OC (STAGGERED). (5) ALL DOOR AND WINDOW HEADERS NOT CALLED OUT IN PLANS SHALL BE (2)2x8 HF #2 MINIMUM W/ ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4' OR LESS, AND ONE CRIPPLE AND TWO STUDS FOR OPENINGS OVER 4' WIDE. (6) ALL COLUMNS NOT CALLED OUT IN THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER W/ 16d FACE NAILS @ 12" OC MAX. (7) SPIKE LAMINATED 2 -2x COLUMN FOR HOLDOWN W/ 16d FACE NAILS @ 4" OC MAX. (8) PROVIDE SIMPSON AC OR BC CAP AT EACH POST TO BEAM CONNECTION, UNO. (9) WHERE STRUCTURAL COLUMNS AND POSTS ARE EXPOSED TO WEATHER OR TO WATER SPLASH ABOVE A CONCRETE SURFACE, PROVIDED A MIN. 1" PLINTH ABOVE THE CONCRETE SURFACE. (10) FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIP GALVANIZED PER ASTM A -153 OR BE STAINLESS STEEL. CONSTRUCTION NOTES: (1) CONSTRUCTOR SHALL VERIFY ALL NOTES, DIMENSIONS, AND CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT AND THE ENGINEER FOR THE DEVIATIONS. (2) SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. (3) CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SIT AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OR ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. N C5 „Ili a Z C7 O r . CN"\-1 EE = LES o W I- J W CO Z 0 L 7 ZM ® W �O LL 0 1- W Z N LJ ❑> wp O� gwO ct 0 z Lt ❑ F- w I— co I-- Z Flo co W 06 D ❑ < W z LL L1J < IO Z Z Q O �� �,- O t , ❑ LI- U- a.Z° 4 :D E P1 -6 CS16 -R, TYP - - -- OPN'G CORNERS c4 VALLEY JACK @24" O.C. OVERFRAME 4x8 P1-6 P1 -6 L! 1 8 COMMON TRUSS @24" O.C. w 0 c P1 -6 1 4x8 .. 4x8 � — P1 -6 BAINBRIDGE MODEL 15 ..... co w 17 16 - 1 r • - 4x8 1 P1 -6 P1 -6 +Q•• 4x10 -1 /r CS16 -R / 4x8 -- LUS48 13 � `, 0O 10 2x12 @24" O.C. ROOF FRAMING & UPPER FL SHEAR WALL PLAN 1/4 "=1' 4x8 RIDGE j U � P1 -6 P1 -6 CS16 -R, TYP LEGEND: PX -X MARK P1 -6 P1-4 P1 -3 P1 -2 P2 -3 P2 -2 G2 -7 G2 -4 SHEATHING 3/8" MIN 3/8" MIN 3/8" MIN 3/8" MIN 3/8" MIN, EACH FACE 3/8" MIN, EACH FACE 15/32" MIN 11 19/32" MIN III 15/32" MIN NOTES: NAILING (NOTE S 3 &5) 8d @ 6" O.C. 8d @ 4" O.C. 7 8d @ 3" O.C. 8d @ 2" O.C. 8d @ 3" O.C. 8d @ 2" O.C. 1/2" GWB, EACH 5d COOLER @ 7" O.C. FACE (NOTE 6) UNBLOCKED 1/2" GWB, EACH 5d COOLER @ 4" O.C. FACE (NOTE 6) UNBLOCKED DENOTE SHEAR WALL & WALL TYPE PX -X SHEAR WALL SCHEDULE (NOTES 1, 2, & 10) BLKG OR JOIST BOTTOM PLATE TO TO TOP PLATE BLKG OR JOIST (NOTES 4, 5, & 11) (NOTES 5 & 12) HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) 8d @ 6" (NOTE 3) 10d @ 6" O.C. (NOTES 3 & 8) 8d @ 4" (NOTE 3) ANCHOR BOLTS (TO CONCRETE FTG, SEE GENERAL NOTES) 5/8" ANCHOR BOLTS @ 4' 0.C. 5/8" ANCHOR BOLTS @ 3'0.C. 5/8" ANCHOR BOLTS @ 3' -4" O.C. 5/8" ANCHOR BOLTS @ 2' -6" O.C. 5/8" ANCHOR BOLTS @ 1' -8" 0.C. 5/8" ANCHOR BOLTS @ 1' -3" 0.C. 5/8" ANCHOR BOLTS @ 6'0.0. 5/8" ANCHOR BOLTS @6'0.C. (NOTE 7) (NOTES 7 & 8) (NOTES 7 & 9) (NOTES 7 & 9) UNBLOCKED UNBLOCKED BLOCKED 1. ALL PANELS SHALL BE APA RATED PLYWOOD OR OSB, UNLESS OTHERWISE NOTED (UNO) 2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE - PINE -FIR, OR BETTER, @ 16" OC, UNO. ALL PANEL EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, UNO. 3. APPLY TO ALL PANEL EDGES, SPACE SAME SIZE NAILS @ 12" OC ALONG INTERMEDIATE FRAMING MEMBERS. 4. PER SIMPSON STRONG -TIE CONNECTIONS. 5. COMMON NAILS, UNO. 6. APPLY TO ALL STUDS, TOP, AND BOTTOM PLATES, AND BLOCKING. 7. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE & FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 8. STAGGER NAILS ALONG ADJOINING PANEL EDGES. 9. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 10. UNLESS NOTED IN DRAWINGS. 11. OVER THE LENGTH OF SHEAR WALL ONLY (10d TOE NAILS @ 9" OC ELSEWHERE) 12. OVER THE LENGTH OF SHEAR WALL ONLY (16d FACE NAILS @ 12" OC ELSEWHERE) bL» 319 cij Z o o z 1 E i w uu F- -J LLJ 40 z CD Lc` z J � W c\I p� UJ 0 2 E LIU O ��Q o z co W o June 11, 2007 SHEET i - N 0 00 N LLL J H SHEAR WALL -• PER PLAN 3 5 HOLDOWN - PER PLAN FL JST, - PER PLAN " #4@18" OC FL BM, PER PLAN 4" • L 8" 4" 4" DRAIN 1 3" MIN • • 1 HOLDOWN STRAP PER PLAN (BEND @ HDR) A.B. PER SHEAR WALL SCHD FOR SIZE AND SPACING, UNO (2)#4 #4@16" OC (2)#4 --- ROUGHEN & CLEAN 2x BLK'G 4X4 PT W/PB BASE &BC CAP, UNO FTG PER PLAN FOR SIZE AND REINF. - 4" CONC. SLAB z -- HEADER PER PLAN CS16-R HOLDOWN STRAP (BEND @ HDR) 2X RIM (1 3/4X LSL FOR TJI FL), UNO 10d TOE NAILS @8" OC 2 4 6 f.c 2 CD WALL PER PLAN HOLDOWN -- PER PLAN #4@12" OC #4@18"0C E.W. 8d@4" OC A35@48" OC FL BEAM, PER PLAN HOLDOWN, PER PLAN 4" 8" 16d@9" O.C. P1-6 S.W.; 16d@6" O.C. P1-4 S.W. r 7 3" 6" 3" 16d@6" P1-6 WALL; 16d@4" P1-4 WALL; 16d@3" P1-3 WALL; 16d@2" P1-2 WALL; 16d@12" ELSEWHERE --- SOLID BLK'G TO MATCH HOLDOWN STUDS ABOVE 5/8"%%c A.B. @3' O.C. P1-4 WALL, @ 5' O.C. WHERELSE — ROUGHEN & CLEAN, TYP 10d TOENAIL @8" OC S.W. PER PLAN - FL JST, PER PLAN FOR SIZE AND DIRECTION ROUGHEN & CLEAN - 1 3/4"x RIM JST ---STUD WALL (SHEAR WALL WHERE / OCCURS) 7 SHEAR WALL OR - BRACED WALL PER PLAN 2x4 MIN OUTRIGGER ©6' MAX OC 10d TOENAIL @8" OC WALL PER PLAN 15 FL --- ROOF TRUSS, PER PLAN ----- "NI / 2x SOLID BLK BM, PER PLAN EQUAL, 24" MAX 8d @4" OC • L (12" MIN.) --- 16d @ 9" OC ' 2x SOLID BLK'G (6) 10d TO BLK'G A35 ©48" OC L (12" MIN.) ' • STRAP, P PLAN -.1 / . TRUSS PER— PLAN — 45 DEG MAX --- BM, PER PLAN 1/1 2X6 BLK'G W/ A23 CLIP EA END DIAGONAL BRACING @48" MAX OC (2X6 FOR L>8', 2X4 FOR L=< 8') W/ (6) 16d TO BLK'G & A23 CLIP TO WALL TOP PLATE FULL HT. WLL STUDS IF DIAGONAL BRACING SHOWN ABOVE IS OMITTED — DRAG TRUSS, 4000# CAPACITY WALL PER — PLAN HOLDOWN -- -- PER PLAN 10d TOE NAILS @8" OC 12 8d@4" OC 2X BLK'G W/(3)10d TOENAIL PER BLK'G STUD WALL, ----- PER PLAN 12" MIN SHEAR WALL, PER PLAN - - FL JST PER PLAN FOR SIZE —A35@48" OC OVER P1-6 S.W; A35@30" OC OVER P1-4 S.W; A35@20' OC OVER P1-3 S.W; A35@14" OC OVER P1-2 S.W; A35@8" OC OVER P2-3 S.W. r.• WINDOW OPNG ‘— STRAP PER PLAN, TYP @ EA CORNER 16d@9" P1-6 WALL; 16d@6" P1-4 WALL; 16d@3" P1-3 WALL; 16d@2" P1-2 WALL; 16d@12" ELSEWHERE 2X RIM (1 3/4x LSL FOR HOLDOWN TJI FL), UNO PER PLAN A35@48" OC SOLID BLK'G TO MATCH HOLDOWN STUGS ABOVE SHEAR WALL, PER PLAN — RAFTER PER PLAN — H2.5 @ EVERY OTHER RAFTER 2X MIN BLK'G, TYP •- WALL, PER PLAN WALL PER - -- PLAN 10d TOE NAILS @8" OC 9 RAFTER -- PER PLAN W/(3)16d TOENAILS TO TOP SUPPORT 13 TRUSS PER PLAN 17 (3)16d TOE_ NAILS EA BLK'G BM PER -- PLAN _J 8d@4" WALL PER PLAN - . OC \ 2X BLKG W/(3)10d \ TOENAIL \ PER BLK'G 2x12 LEDGER W/(2) ROWS 1/4"%%cx4" LAG SCREW @16" O.C. (TO TOP PLATE & EA STUD) 16d@9" P1-6 WALL; 16d@6" P1-4 WALL; 16d@3" P1-3 WALL; 16d@2" P1-2 WALL; 16d@12" ELSEWHERE 2X RIM (1 3/4x LSL FOR TJI FL), UNO SOLID BLK'G TO MATCH HOLDOWN STUDS ABOVE (4)10d EA BLK'G FL JST PER PLAN FOR SIZE 2x SOLID (TJI FOR TJI FL) BLK'G @48" OC A35@48" OC OVER P1-6 S.W; A35@30" OC OVER P1-4 S.W; A35@20 OC OVER P1-3 S.W; A35@14" OC OVER P1-2 S.W; A35@8" OC OVER P2-3 S.W. GIRDER TRUSS PER PLAN fx1 4x4 POST BM WHERE OCCURS HDR PER PLAN A35@48" OC ROOF TRUSS PER PLAN 8d@4" -• OC 2X BLK W/(3)10d TOENAIL PER BLK'G WALL PER PLAN 10 14 18 (2)1/4"o.c. x 4" MIN. LAG SCREW TO EA STUD, TYP 16d@4" OC (2x STUDS) • -40. “;‘ A ST6224, UNO HOLDOWN, PER PLAN (2) 518"F A.B. PER TYP FTG. SEC FOR REINF. (3-#4 MIN VERT. ALT HOOK @ BOT.) - A35@48" OC H E PLAN F011 TO CO . PER ZE -- STUD WALL P1-6, UNO — SHEAR WALL EDGE NAILING SHEAR WALL PER PLAN bOT319 --- ROOF TRUSS PER PLAN June 11, 2007 SHEET S3 4 REVISED PER FIELD INFO 03 /13 /OEHPP PDC 3 REVISED PER DISTRICT COMMENTS 02/10 /OEHPP PDC 2 REVISED PER DISTRICT COMMENTS 9 -12 -05 LMR PDC 1 REVISED PER OWNER REVIEW COMMENTS 7/03 FPH PDC SYM REVISION DATE BY APP'D p DI EX. FIRE HYDRANT PARCEL NO. 734760-0541 4514 S. 140TH ST MALDONADO, ADRIAN C EX. WATER METER PARCEL NO. 734760 -0541 2 SPOOL N RECORD --LQT PARCEL NO. 734760 -0545 4525 S. 139TH ST GOSS, GERRILYNN LOCATION OF SURFACE FEATURES AND UTILITIES SHOWN WEST OF CULVERT ARE APPROXIMATE BASED ON FIELD INFORMATION. CONTRACTOR TO VERIFY LOCATIONS AND HAVE 45 2 5 ALL UNDERGROUND UTIUTIES LOCATED BEFORE COMMENCING WATER MAIN CONSTRUCTION IN S. 139TH ST. CONTACT ENGINEER IN CASE OF CONFLICT (TYP.) /45 LF 8" DI, C1,, 52 RJ �5MN dO EM99 0 Nr.S \ \ \ 1 -8" 45' BEND, (RJxRJ) \ \ 22.0' WA EASEMENT \ \\ TO INCLUDE ALL O DRIVEWAY (TYP.) \ ACCORDANCE WITH THE i.i. . CRITERIA FOR SEWAGE WORKS CONSTRUCTION LOCATE EXISTING WATER SERVICE LINE TO LOT 4525 SERVED FROM METER ON S. 140Th ST. CONNECT NEW METER TO SERVICE LINE. ABANDON EXISTING SERVICE AT S. 140TH ST. 4526 I.E. WA 211.00± TOP SS 209.66 22.5' WATER EASEMENT TO INCLUDE ALL OF DRIVEWAY (TYP.) I.E. WA 200.8± FIELD BOOK: I. . D 222.33 TOP WA 221. .51 1 REFERENCE INFORMATION \ - - .._. - - DATE NOVEMBER 2006 JOB NUMBER 05109.00 CONNECT TO EX 4" TEE R 1-4" GATE VALVE, (RJxFL) 1 -4 0 x8" DI REDUCER, ( FLxMJ) 1 -2' SPOOL 4" DI PIPE 14.5 LF 8" DI PIPE E 1 -8" COUPLING SLEEVE X 46.8 U .r � N C- z 0 DESIGNED HPP DRAWN HPP I CHECKED PDC U L. T� 0 0 12" FIR 4502 S. 139TH ST TENJER, ZORAN & VIOLETA PARCEL NO. 734760 -0440 6" FIR 8 DECID. c 0 EIGE 20'± VICINITY MAP (NTS) z ULVER PARCEL NO. 734760 -0445 (VACANT) METTLIN, JERRY D GRA VEL CONC. WATER METER (TYP.) FINAL METER LOCATION TO BE COORDINATED WITH DISTRICT & OWNER (TYP.) 4509 AS B Da NOV .006 By TH ! An Erdneerhl 243 LF RESTORE GRASS SURFACE TO APPROXIMATELY MATCH EX. CONDITION. AC PAVEMENT 3" DI, CL 52 PARCEL NO. 734760 -0540 4509 S. 139TH ST WISDON, MELYNDA J 12 CULV =RT IE 218.21 2 �a NOTE THESE AS -BUILT DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY THE PROJECT CONTRACTOR OR INSPECTOR AND OTHERS. THE ENGINEER IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT. FIELD VERIFICATION OF CRITICAL FACTS AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FoR FUTURE WORK. PARCEL NO. 734760 -0450 4514 S. 139Th ST METTLIN, JERRY D CONC. WALL /CURB RESTORE AC BERM 1- 4" TEE RL ,�C FL 8 Fes" DI, CL 52 SPOOLS (PExPE) IE 23a 3a E €2EA -1 LF & 1EA-6LF} 1 -4" GATE VALVE (FLxRJ) 1 -8 "x4" REDUCER, (FLxRJ) 1 -8" ADAPTOR (FLxRJ) 1 -8 "x6" TEE, (RJxFL) 1 -6" GATE V (FLxRJ) 1 -FIRE HYDRANT ASSEMBLY, (RJ) 8 LF 6 ", CL 52 SPOOL, (RJ) 1 -8 "x8" TEE, (RJxRJ) 1 -8" PLUG (MJ) ALL RJ SHALL BE MEGALUGS (TYP.) 750 Sixth Street South Kirkland, WA 98033 PH: (425) 827 -2014 1- 800- 945 -8 Kirkland . Seattle . Federal Way 4524 S. 139TH ST BENSON, REONA 1 -8 "x6" TEE, (FLxFL) 1 -8" GATE VALVE, (FLxRJ) 1 -8" ADAPTER, (FLxRJ) 1 -6" GATE VALVE, (FLxRJ) 1 -FIRE HYD. ASSEMBLY, (RJ) ALL RJ = MEGA -LUGS (TYP.) -SP PARCEL NO. 734760 -0470 RE GR SU AP MA CO Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. www.paceengrs.cam FAX: (425) 827 -5043 . Portland ORE SS FACE TO ROXIMATELY CH EX. DITION. 8, 139TH ST , DEFLECT PIFE AT MAXIMUM ONE -HALF OF' ;5 2 J ASPH SINGLE MANUFACTURER'S RECOMMENDATION (TYP.) I.E. W TOP SD 19 19 9.81 12 CUIW SER ---- -- 1 45' BEND, (RJxRJ) MAI a BOXE AC PAVEMENT IE 207.95 RESTORE AC BERM 41 LF 8" DI, CL 52 "T TING WAY MIN. OF (2) DI, CL 5 (FULL LENG BE RES (RJ) J SIGNATURE ROW APPROVED FOR CONSTRUCTION KING COUNTY WATER DISTRICT NO. 125 APPROVAL SUBJECT T0: WASHINGTON STATE DEPARTMENT OF HEALTH FIRE MARSHAL CITY OF TUKWILA GRADING AND /OR RIGHT -OF -WAY PERMIT DATE King County Water District No. 125 72 LF 8" DI, CL 52 RJ PIPE SURV. CPU FIE: DATUM: ■ \ SCALE \ Ja I :E. _W� 4. ATI ONE /AYS . TOP 1; 2 -8" 4q‘• E NDS, (RJzF� 1 � N. - \ \ \ \ \ \ 1� .._ N. N. \ - ` - \ \` N. N. \ \ -..._` \ N.. \ \ N . N . , -0 ` -..:,N. . N. . N. N. 1 " -20' 2 10 i B VAT 1ON ERS FOR t \ TO FU .ME ON P 0 f DE M • ' 05 MAIN- �O T -SAL- I T'i N.S. - DE CURATE IN O 73l UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. W.D. N 0.125 STANDARD NOTES: 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1 --800- 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND WD #125 SPECIFICATIONS. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. 7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH -ON JOINT OR MECHANICAL JOINT, CEMENT LINED (ANSI A21.4), EXTERIOR COATED WITH COAL TAR VARNISH. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD A21.10, A21.11, B16.2, B16.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT LINED. 8. ALL GATE VALVES TO BE MUELLER. ALL HYDRANTS TO BE MUELLER. 9. CUT -INS AND LIVE TAPS TO BE MADE BY CONTRACTOR. WD #125 SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL, OR ROMAC SST \MTh STAINLESS STEEL FLANGE. 12. CONTRACTOR I5 RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT -INS, AND LIVE TAPS. 13. 3 1/2 FOOT MINIMUM COVER OVER ALL WATERMAIN PIPES. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 SUPERINTENDENT. 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD #125 SUPERINTENDENT OR DISTRICT ENGINEER. 18. REFER TO WD #125 CONDITIONS AND STANDARDS, FOR ALL REMAINING NOTES AND DETAILS. 19. PROVIDE 3/4" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISTING WATER METER. 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. 21. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIP1TA11ON. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D -1557. ALL OTHER AREAS TO BE 90% MAXIMUM DENSITY MODIFIED PROCTOR. 23. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS. 25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. W `k27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO 125. FOSTER RIDGE SHORT PLAT WATER PLAN AS BUILT �IC:.i(u.tae� GRAPHIC SCALE 20 0 10 20 40 -4 1. 1111111/ ; ,4t F _. ..... r,: --; • JV 017 s� i av`iEi CENTER ( IN FEET ) 1 inch = 20 feet _0 f'?PA Call before you 1- 800 -424 -5555 UNDERGROUND SERVICE (USA) DWG NO.P8673wa04AS3.dwg [WA SHEET 1 OF 1 v io_ c ¢ 0 Lri r� CV (NI CNn; c.0 =- 0 n h - rn00 /00 co NN • CT) o_ in if L. ujLiE.; H r . Q i� v>11 0 L7 I.E. .. g CB r15, TYPE I RIM 190.10 189.15 136. 185.95 (12"-E,S) • _D °ER CITY COMMENTS PEVISIONS P`:VISED PER CITY COMMENTS .'",ED PER OY?J`R CC'"': ENTS CB ; 2 TYPE I RIM 197.86 197.88 I.E. 1--96 192.98 C - C 2 • " ^ 5= 0.2428 11, 54 "o E MATERIAL SEPARATOR. SEE DETAIL. SOLID LID RIM 1-e-9:ee- 19 9.0 2 I- G- x-8-.90 185.62 (NW) I.E. 1E5.90 185.82 (NE) 1- E-:,--4-R-5.9 0 185.67 (SE) TW 200.4± BW 197.0± CB 16 TYPE I RIM 202-90. 203.36 I.E. 197.25 198.66 (N,S) 20 .30 LF 12" LCPE S= 971-03 0.0467 C D ,e17, TYPE I SOLID LID RIM 205.10 _u5.10 I.E. 200.14 (N,S) 24 22 t,127 CB #18, TYPE I 5(. L ICE I_ID - RIM 20S.10 204.71 I.E. 2-n9 --2 200.31" (12 " -N,W)' I.E: 6" 200.76 4525 4526 INSTALL TRASH RACI -. --- ^�T CULVERT INLE1 7 I.E. SET CULVERT INLET I.E. TO--= 200.54 COLLECT DISCHARGE FROM EX. I.E. CULVERT. FIELD LOCATE EX. 203.05 .. " - -- CULVERT. S =0.01 MIN. 0.3914 CONNECT- WALL DRAIN TO 6" PVC CB #6, TYPE , I RIM 199.20 199.42 I.E. 195.20 195.17 (12 " - NE, 6 ") I.E. 195.20 195.32 (12 " -SW) CB #7, .TYPE I RIM 201.50 205.31 I.E. 200.70 201.31 (12 " -N,S) I.E. 201.20 201.96 (6 ") CB , 8, TYPE I SOLID LID RIM 211.00 212.44 I.E. 207.91 208.34 (N, E) -5- 52 LF 6" CURTAIN DRAIN S = 8. -161• 0.2604 SEE DETAIL 15 LF 6"---- CURTAIN DRAIN 5= 0.127± SEE DETAIL Rim 2-2-670-G 225.54 I.E. 22r 220.74 (NW,E) SURF/'CE . RUNOFF F+ 'W ARROW (TYP.) 20 LF 6" PVC S =0.010 0 29 LF 6" PVC 5 =0.055 10LF PVC 1. E. • 5 =0.330 20 99 I.E. 202.4± I.E. 217.4± 21 LF URTAIN DRAIN S =0.100 SEE DETAIL 219 -�_ /'.•/ EXIST. AC BERM /LIP��. r 9 10/02!00 -PP PDC PDC j _DRD PDC I PY APP'D 46TH AVE S co 1,P I PDC 16 LF 6 "LCPE 5 =0.035 PIPE BLOCK ONNECT WALL DRAINS I.E. 188.51 104 LF CB . #1 TYPE I 12 "LCPE RIM 182.00 181.52 5 =0.068 I.E. 170.40 178.87 (NW) / 4-8- 25 LF 12 "LCPE S-0,187 0.2944 1� LF 12" LCPE S =0.483 00 o PDC N 11 ` L i lco m CO n zvrov L (N E i 18 LF \I.E. I 6., PVC 215.59; S =9 -9.2.9 0J.r'2056 C9 I'14 Th -'E RIM '223.0_L 222.98 (MATCH EXIST.) I.E. 220.F. A 220.93 3 LF _ 12 "D.I., • GL 52 .00$3 " 221.29 PROVIDE PLUG AT END OF CURTAIN DRA 14- 133 LF12" __LCPE s =0.01-0- 0.0054 j 28 LF /6" PVC S =0- 0.0089 128 LF 12" CONTINUOUSLY FUSED HDPE 5 =0.35± I.E. 208.61 I.E. \\ 195:15, _• \ 71 25.11 LF �FxVC ' '"S-- 6�19r� .- . 718' 7,9 : Co 78± • LINE A 100.01 • _,,, � ,....,.,.. . , � ... .,.... .. �. • •::r _ .. .••- . ' 1 . ,,,..,, w „ 750 Sixtr • Kirkland LIftE E 1 10 LF 6 -0.010 r `' :' L 6 "P VC 5 =0.053 CQ I.E. 179.66 - CONNEGT CONNECT VAU i i IIGALC� DRAIIV� FOOTING DRA I.E. 181.5± et* MIN. S =0.010 -$ 41 LF 12 "LCPE 5= 9:040 - \0.0229 I.E. 1-87 5- 19 ; 94 6 • F 6 "P"VC 0 -4 CB ; 5 TYPE RIM 191.30 193.39 ' I.E. 187.46 188.04 (12= - NW) l� 188yb9 '(12 " -SWN- - t E. 188646 ") . f\ \ 7 •\ ` ;: - --sDCO sr E \ DETAIL (TYP.) P / / r' �/ \f CB `r9 TYPE I 1 PIS" -'3.20 213.61 I.E. 2' 208.46 (' 2 " I E. 20.8 I.E. - 208.4 " (6 " -SE) CB #4, TYPE II, 54"0 RIM 193.20 193.90 I.E. 187.06 186.95 (12 " -N'W) LE. 187.06 187.10 (12 " -SE) LE: 137.56 187.50 (6 ") 4 WATER QUALITY /DETENTION VAULT TOP VAULT LID 191.7± BOTTOM VAULT (INSIDE) 181.21 181.15 ('.' BOTTOM VAULT 180.5± \ C10 VAULT INSIDE DIM. 56'x16'x9.5' 5' DET. STORAGE (185.2' - 190.2') = 4,480 CF 3' HT. WQ VOL. (182.2'-185.2') = 2,635 CF 1' SEDIMENT STORAGE [' 5' FREEBOARD SEE DETAIL CONNECT TO EXISTING CB I.E. 133.40 - -26 Lr / 6" PVC S- E 0.005 L.E. 200.27 CO 208.95 ••• OEM \-128± LF 6' GUN LAIN DRAIN SEE DETAIL 'OT. CUPTI\IN DRAIN /STORM DR ^ 1N / �� COMMON TRENCH t 21 LF 12"LCPE S =0.039 0.0510 Lngineerin', • r - Penhallegon Associates Consulting Engineers, Inc. 1. ew .�Orgrnf7 �. • (.: . Saattle . F"drr '+ • Portland INSTALLATION OF THE SD LINE REQUIRES EASEMENT FROM PROPERTY OWNER. EXISTING 12" O STORM DRAIN 30 6 edge 2" LCPE I.E. 217.25 218.70 �CB #12 TYPL ' RIM 2.3.00 2)3.:." LE. 212.38 220 02 (12 - !.F. 219.77 (12 " -E) 219.5/ (6 ") P.O. - BURIAL OF THE PIPE MUS HAND OR W111-I MINIMAL - CAUSE THE LEAST DIS THE EXTENT POSSIBLE, BETWEEN AND AROUN TREES. SECURE WITH INTERVALS. ALL D15 STABILIZED FOR E 9 50± LE LEVEL SPREE r R. SEE DETAIL, P n CONTRACTOR SHALL MAKE PEST EFFORT T RETAIN AND NOT REMOVE TREES DURING INSTALLATION OF LEVEL SPREADER. TREES REMOVED SHALL BE REPLACED ON A 1 TO BASIS. - R.S. PEDERSEN ')18, M 1 -RYSVILLE, WA BE ACCOMPLISHED EITHER BY IZED EQUIPMENT THAT WILL BANCE TO THE SLOPE AREA. T THE PIPE SHOULD BE THREADED TREES INSTEAD OF REMOVING ANCHORS AT MINIMUM 20 FOOT URBED AREAS MUST BE IMMEDI OSION PROTECTION. q 7 8 E LY _ 'ENCE N _ .... ,, - ,,, FILE: DATE ''CAI E 7 _ p ____ _ P� �J JUL s 17 CAUTION: 6 UTILITY CONFLICT NOTE: C 0 7P4' FOSTER RIDGE SHORT PLAT STORM DRAINAGE PLAN AS - BUILT EXISTING PERVIC JS SURFACE AREA: EXISTING IMPER'•!OUS SURFACE AREA: PROPOSED PEP', OUS SURFACE AREA: PROPOSED IMPER /IOUS SURFACE A PE: : - yAp NOV 01 Z .G7 F e-i;v'ili C,ENLIER (xR.- \P111( • 1 inch = t t THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCI IJDE CALI.INCI UTILITY LOCATE @I 1- 800 -42 5555 ANl Tl +rr: POTHOLING ALL C THE EXISTING UTILITIES AT LOCATIONS OF NEW 'JTIL' T CROSSINGS TO I ~ 'H vSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLIC - E SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE ENGINEER* TO PE:70LVE ALL PR OBLEMS PRIOR TO PROCEEDING V`1TI-I CONSTRUCTION. LANDUVER 0Q_T-ES; (BASED ON 0.80 -ACRE SITE AREA TO Bt DISTURBED. THE REMAINING 2.07 ACRES OF THE TOTAL 2.87 -ACRE SITE ARE PERVIOUS AND REMAIN UNDISTURBED') 34,412 SF -136 SF 21,344 SF 13,504 SF F, before y,.r' D °- 1-800-424-555r; UNDERGROUND SERVICE ' c. <F,>/ 98673.01 C5 END IE 27.37' REVISED PER DISTRICT COMMENTS REVISED PER OWNER REVIEW COMMENTS REVISION 9 -12 -05 30.0' VACATED ROW PDC PDC APP'D 81.04' A DESIGNED HPP DRAWN HPP Pc • , EX 8" SS 5 =0. 06 vE vr. NT r PAVED c Li 4525 CONSTRUCT CROSSING IN ACCORDANCE WITH D.O.E. CRITERIA FOR SEWAGE WORKS CONSTRUCTION 4. 4 (VED) 4524 IE= 188.40± IE =190.95± IE= 191.41 IE =203.2 IE= 209.04 526 1' END IE= 203.82 EX. SSMH RIM 228.1± (ADJUST TO MATCH FG) 0 N) 4, 1 6" CLEANOUT AT END IE= 189.44 0 1 1 1 IE= 189.30 14 LF -6" PVC 5 =0.01 (NOT Engineering Plnnninq Surve Penhallegon Associates Consulting Engineers, I nc. 750 Sixth Street South Kirkland, WA 98033 www.pcceengrs.com PH: (425) 827 -7014 1- 800 - 945 -84.08 FAX (425) 827 -5 Kirkland • Seattle Federal Way Portland (917EW ono edge N , et1 6" CLEANOUT AT END IE= 189.89 1 !'/ F- 1 1, 1C e �1nC� N 82 ' 2 0'06" W RJFFFR 30,939 s.F otto 14816 MILITARY ROAD SOUTH SEATTLE WE, 98169 8 VAL VUE SEWER DISTRICT 244 1 DATUM: f REFERENCE INFORMATION FIELD BOOK: SURV. CPU F1LE: 7 , ' • 1 y I J ,, 'S r 0� 3 DATE JULY 2002 SCALE 1 -20' 1)0I-- 319 FOSTER RIDGE SHORT PLAT SEWER PLAN 20 K:1/ 01 2`'.57 P r4[`'!U! C 'VIER GRAPHIC SCALE 0 10 70 ( IN FEET ) 1 inch = 20 feet DWG NO. P8/:- SHEET C1 Z0 Call before you Dc. 1 -800- 424 -5555 UNDERGROUND SEPV_f (L'" JOB NUMBER 03053.00 Project Information: Subdivision Key Project Address: 4606 S139th Street - Lot 2 Tukwila, WA Tax Parcel: 3229200090 Project Number: D07- 319/L04 -085 - 6 - Lot Short Plat Project Owner: Rehabitat Northwest, Inc. 3601 West Marginal Way SW Seattle, WA 98106 Contact Person: Chad Detwiller Office: (206) 932 -7355 Fax: (206) 933 -7355 Direct: (425) 829 -5298 Lot S.F.: 5,710 SF Existing 12" LCPE Connect R +of Drains Only to Existing CB #5 IE = 188.04' (12" NW) IE = 188.09' (12" SW) IE = 188.64' (6 ") r I e Q46, ,, Zfol j '"o Existing Private Road Connect Footing Drain Only to Existing Connection @ Retaining Wall i 45 Connect with Existing Tar Shoulder Pavement Cut (1", 10' Roadway (Private Road) Typical Pavement Cross- Section: 1 1/2" Pavement /8" Crushed Rock Structural Fill (min Depth 4 ") 4 " 15 ' pa k.3- er-45 150 1-Ever&- pociirc) Tree Legend Paper Birch (3 Required Per Landscape Plan) Western Red Cedar (5 Required Per Landscape Plan) Douglas Fir (9 Required Per Landscape Plan) Lot Calculations: Legend co 4 \L ki t Lot Area: 5,710 SF Total Footprint of Dwelling: 1,525 SF Total Lot Coverage: 26.7% Total Area of All Decks: 192 SF Stockpile with Clear Plastic Cover Filter Fence ©Ds Downspout Location Slope Direction RECEIVED APR 2 8 2009 CQMMUNIW DEVELOPMENT 1- . 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