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HomeMy WebLinkAboutPermit D08-188 - REHABITAT NORTHWEST - FOSTER RIDGE LOT 3FOSTER RIDGE, LOT 3 4601 S 139 ST EXPIRED 05 -12 -12 D08 -188 Parcel No.: 3229200092 Address: 4601 S 139 ST TUKW Suite No: Tenant: Name: FOSTER RIDGE LOT 3 Address: 4601 S 139 ST , TUKWILA WA Owner: Name: REHABITAT NORTHWEST INC Address: 3601 WEST MARGINAL WAYS , SEATTLE WA 98106 Phone: Contact Person: Name: CHAD DETWILLER Address: 3601 W MARGINAL WAY SW , SEATTLE WA 98106 Phone: 206 - 932 -7355 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 Cityllif 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 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -188 Issue Date: 08/14/2008 Permit Expires On: 02/10/2009 Expiration Date: 05/24/2009 DESCRIPTION OF WORK: CONSTRUCTON OF A NEW 2355 SF SFR WITH 438 SF ATTACHED GARAGE AND 216 SF OF UNCOVERED DECK. PROJECT ON VALLEY VIEW SEWER AND WATER DISTRICT #125 WATER. PUBLIC WORKS ACTIVITIES INCLUDE ACCESS DRIVEWAY, LAND ALTERING, STORM DRAINAGE AND EROSION CONTROL. Value of Construction: $247,840.59 Fees Collected: $5,271.62 Type of Fire Protection: NONE International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 22 D08 -188 Printed: 08-14 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City di/Tukwila 0 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: Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 25 c.y. Fill 50 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: doc: IBC -10/06 Permit Number: D08 -188 Issue Date: 08/14/2008 Permit Expires On: 02/10/2009 Date: 8-11-1-00 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 �/ iE/z... /�y U formance of work. I am authorized to sign and obtain this development permit. V Signature: Date: � Print Name: / /ad i4delb1 Sr 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. D08 -188 Printed: 08-14 -2008 Parcel No.: 3229200092 Address: Suite No: Tenant: 4601 S 139 ST TUKW FOSTER RIDGE LOT 3 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 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -188 ISSUED 04/11/2008 08/14/2008 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: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. doc: Cond -10/06 D08 -188 Printed: 08-14 -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 electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 17: 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. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: 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) 21: 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) 22: 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) 23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 25: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 26: Maximum grade for all projects is 15 %. 27: In combustible construction, fire blocking and draftstopping shall be installed to cut off all concealed draft openings (both vertical and horizontal). (IBC 717.1) (IBC 717.2.2(a,b) 28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 29: To schedule all construction fire - related inspections send an e -mail to fireinsprequest ©ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 30: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 31: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 32: The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in doc: Cond -10/06 D08 -188 Printed: 08-14 -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 Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (IFC Appendix B105.1) 33: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 34: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: These plans were reviewed by Inspector 514. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 37: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 38: 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. 39: Contractor shall notify Public Works Utility 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. 40: 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. 41: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 42: 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. 43: Any material spilled onto any street shall be cleaned up immediately. 44: 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. 45: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 46: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V 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. 47: 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. 48: 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. 49: It is strongly recommended that storm drainage designs be certified by a licensed engineer. Otherwise, the owner doc: Cond -10/06 D08 -188 Printed: 08-14 -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 assumes liability for the design and any subsequent related damages. 50: 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'. 51: 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. doc: Cond -10/06 * *continued on next page ** D08 -188 Printed: 08-14 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: a4 N f7.0 doc: Cond -10/06 • 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 Date: . `th D08 -188 Printed: 08-14 -2008 kt,` ark r1 I � Lr • f • CITY OF TUKWI Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Property Owners Name: PA-t+: 1..)ort'Lwes � — Mailing Address: 3Cd01 tO • Re es. 'ro Cc S G) Building Permit No. LO me' l 8 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No, p(2?2-oS(, (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 ** Gat /1, (�� Ili t fo. King Co Assessor's Tax No.:'T(Z a Site Address: 'KO ( $ iS9 a S(. tkw . �, 4) it 99[6.P LEA Suite Number: Floor: Tenant Name: A" (A' New Tenant: ❑ Yes ❑..No e City 4)14- State 9Tf‘C Zip , 116 We contact when your permit ready to be issued y {Z••�.i .. Name: aLof tt w;1ttr f Mailing Address: %C t.). /ua ei J &k E -Mail Address: Cfto•ot 'C .co f" Company Name: K.B.LUa4 Norat L`t t reJ Mailing Address: O. Izio ry �Ja 04.%. S tC Contact Person: dad &I' to E -Mail Address: Glad f ®. re. 4; .4. tea.- t/�- r.JeS co1-4. Contractor Registration Number: Re_ tuk$1).i 1 7 .3 K- Company Name: Revised: 9 -2006 bh • 1.3 P Contact Person: E -Mail Address: p oinitt ' ittcokil - All plans must be wet stamped by Engineer of Record Company Name: / -1u5 e aoescr k Mailing Address: M 735 i6, $ — A ve_ Contact Person: /l�uuC lJ E -Mail Address: 1.1:^3 i JaN e2O6 ( @ ,4 1‘00. ce p WApplicadonsWonne- Applications Linel3 -2 Ramat Application.doc Day Telephone: , i(N I, .1 r " S ( � IJ A 9 6 ) City �" State Zip Fax Number: 6 ) 4,33"SS — N E ONi C`to INFORMAtiiiN � i b dF�B tlBn lVieelliiiilfeol (pg 4) for Plumbing And Gas Piping (pg 5)) taA City State Day Telephone:(,') 4 - 73SS' Fax Number: (j 9,33— 7.155 Expiration Date: OS/d-Y /Oq 981156 Zip AItC$ITgGT U. CORD — All plans must be wet stamped by Architect of Record Mailing Address: City Day Telephone: Fax Number: State Zip (,kvtde.0 L /ae !.M 1807A_ City State Zip Day Telephone: 0 4 4 = 2 40 L ir9 - CYg7 Fax Number: &s) �•t 09 61. -7 Page 1 of6 TION= 20:6 -431 -3670 Valuation of Project (contractor's bid price): $ I RS, odd Existing Building Valuation: $ Scope of Work (please provide detailed information): �.aN6tT r..c+ /■e r.7 S F E 3 - be c r rM a r 355 SF Ka- e_ /*AZ ¢ 2.1.S4 l- ✓o ca Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): SS 2 Floor area of principal dwelling: ( 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: Compact: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm Q:Wpplications\Porms- Applications On Linen -2006 - Permit Application.doc Revised: 9 -2006 bit — None ❑ Other (specify) Handicap: Will there be a change in use? ❑ Yes ▪ No If "yes", explain: Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety No to 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 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 1J )1. P Pg 144 IN ( j/ e / Q' 2t`d Floor 70 2-_ 3 Floor Floors I thru a=- ) 6Y3 Basement 7 /2._ Accessory Structure' Attached Garage y 3 Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck a/. ( TION= 20:6 -431 -3670 Valuation of Project (contractor's bid price): $ I RS, odd Existing Building Valuation: $ Scope of Work (please provide detailed information): �.aN6tT r..c+ /■e r.7 S F E 3 - be c r rM a r 355 SF Ka- e_ /*AZ ¢ 2.1.S4 l- ✓o ca Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): SS 2 Floor area of principal dwelling: ( 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: Compact: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm Q:Wpplications\Porms- Applications On Linen -2006 - Permit Application.doc Revised: 9 -2006 bit — None ❑ Other (specify) Handicap: Will there be a change in use? ❑ Yes ▪ No If "yes", explain: Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety No to 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 ( I H y F A HiN • 206= 433 -0179 • cope of Work (please provide detailed information): Prbv i d e, a-C s g 4 J1 ; 4 t,S ce r l taJ S F s� erjsc:w1 1(aca.1F I Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. r District ...Tukwila VIA.. Water District #125 ❑ ...Water Availability Provided &yver District i ....Tukwila ❑ ...Sewer Use Certificate Proposed Activities (mark boxes that apply): ❑ ...Right - - way Use - Nonprofit for less than 72 hours ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way MI ...Total Cut 525 cubic yards ...Total Fill 2.S cubic yards Q:V plieationffonns Applications On Line U-2006 - Permit Application.doe Revised: 9 -2006 bh ❑ .. Highline (... ValVue ❑ .. Renton El ...Sewer Availability Provided ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. 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 ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance - ® ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements 121.. Pavement Cut ❑ .. Trench Excavation ❑ ... Traffic Control ❑ .. Looped Fire Line jii.. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Water 0 ...Permanent Water Meter Size... Sh$ " WO # 1451'N ❑ ...Temporary Water Meter Size .. WO # ❑...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment 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 1 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 Bill Floor Furnace Ventilation Fan Connected to Single Duct a Thermostat ` 15 -30 HP /1,000,000 Bill Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent 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 INFORMATION — 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: C4sfle 14a1,.tt 9- A /c Mailing Address: PO Hai. 4.2D Contact Person: T¢.rr t / Day Telephone: 2.o') ' q 7 — % Z‘ E -Mail Address: .e.- A ,2Ooc) ya G.00 , cam-, Fax Number: t!3Co) g9 7 — '83 73 Contractor Registration Number: () STI,. 1-1 A OS Expiration Date: c/S /O1S Valuation of Mechanical work (contractor's bid price): $ `b t 6Ob Scope of Work (please provide detailed information): Pr e v � d C . � a s 6 - b Scr,t etra._ $ Use: Residential: New Replacement .... El Commercial: New .... ❑ Replacement .... ❑ Q:Upplications\Porms- Applications On Linel3-2006 - Permit Application doc Revised: 9 -2006 bh 5e4 4JA 9838S City State Zip Fuel Type: Electric ❑ Gas... -. Other: Indicate type of mechanical work being installed and the quantity below: Page 4 of 6 ,Fiittitk@'bpi: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic 1 Floor drain Sinks S Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain I Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent 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 T., A11.GA • PWiNG OPRMIT INFORMATION — 206 - 431 -3• LUNMING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 'Td Z P(tr.a6r..31 Mailing Address: 311 l5l r Contact Person: TAU G4i E -Mail Address: ill T o.5c� u �cdw�ca�t - Nei -- Contractor Registration Number:1 P L (A :V PQ 71 Building Use (per Int'l Building Code): t/g Valuation of Plumbing work (contractor's bid price): $ .,OOO Valuation of Gas Piping work (contractor's bid price): $ . Scope of Work (please provide detailed information): � �a�I .a c t� u a : !' <S4 -cc,‘ 4= R . / Occupancy (per Int'l Building Code): - 3 Utility Purveyor: Water: XC /a-5 Sewer: V Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: z M 9 City Day Telephone: Col-St — 49 State Zip Fax Number: Col S3 S — OI71 Expiration Date: 7f31 04 QMpplications\Fomts- Applications On Line\ -2006 - Permit Application.doc Revised: 9-2006 bh Page 5 of 6 • • PERMIVANTI ., tiN NOTES — Applicable to all permits in this application Valle 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 OWNER OR AUT RIZED AGENT: �� Signature: G,�/ Print Name: e/r40/ AV W fit f Date Application Accepted: • QMpplications'Por ms- Applications On LineU -2006 - Permit Application.doc Revised: 9 -2006 bh • Date: f L 4 f �0 7 Day Telephone: 4? it) 13a - 73 T Mailing Address: gat ( W. / /Jet �6 S Scalig pyre City State Zip Date Application Expires: 011,4 tal 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 $49.25 10,001— 100,000 $49.25 for 1 s 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 1ST 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 Refty. 11 3 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. 5. Enter total excavation volume c9S cubic yards Enter total fill volume So cubic yards PERMIT # Q� � '/ g g 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization -- 43te) Erosion prevention <2;0 Water /Sewer /Surface Water /c) DO Road/Parking/Access 5 a A. Total Improvements sC'° 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) Use the following table to estimate the grading plan review and permit fee. the greater of the excavation and fill volumes. 1 Approved 09.25.02 Last Revised Jan. 2008 GRADING Plan Review and Permit Fees $ c73. `5 $250 (1) $ at 6 SO (4) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 33Co . oc) (5) 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. RECEIVED CITY OF TUKWILA APR 14 2008 PERMIT CENTER QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for l 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 1 100,000 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 Issuance/Inspection 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. t. Approved 0925.02 Last Revised Jan. 2008 2 $ (8) T1 nr arrcF°rc_nn RECEIPT NO: R08 -01158 Initials: JEM User ID: 1165 Payee: REHABITAT NORTHWEST, INC. SET ID: 0414 SET NAME: REHABITAT NORTHWEST SET TRANSACTIONS: Set Member Amount % 1,831.14 D08 -189 1,659.58 M08 -104 52.00 M08 -105 52.00 PGO8 -116 64.00 PGO8 -117 64.00 TOTAL: 3,722.72 TRANSACTION LIST: Type Method Description Amount Payment Check 3240 3,722.72 TOTAL: 3,722.72 ACCOUNT ITEM LIST: Description • 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 PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW SET RECEIPT Account Code Current Pmts 000/345.830 3,071.72 000/322.100 500.00 000/345.830 151.00 TOTAL: 3,722.72 Payment Date: 04/14/2008 Total Payment: 3,722.72 • Parcel No.: 3229200092 Address: 4601 S 139 ST TUKW Suite No: Applicant: FOSTER RIDGE LOT 3 Receipt No.: R08 -02938 Payee: REHABITAT NORTHWEST ACCOUNT ITEM LIST: Description BUILDING - RES PW LAND ALT PERMIT FEE 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3481 3,440.48 Account Code Current Pmts 000/322.100 000/342.400 000/342.400 000/386.904 104.367.120 RECEIPT 2,335.60 23.50 63.00 4.50 1,013.88 Total: $3,440.48 Permit Number: D08 -188 Status: APPROVED Applied Date: 04/11/2008 Issue Date: Payment Amount: $3,440.48 Initials: WER Payment Date: 08/14/2008 11:34 AM User ID: 1655 Balance: $0.00 doc: Receiot -06 Printed: 08-14 -2008 Pro t: `t! ICS Type of i rK i . V Address: Yit Date Called: Special Instructions: / Date Wanted:. a.m. r 1 - d'l — i p.m. Requester: Phone No: Al 2_5 - kai-- S 24y ? INSPECTION RECORD Retain a copy with permit Do' —r'8 INSPECTION NO. PERMIT NO. A4 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 t. (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Approved per applicable codes. 0- Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ProjFctI t � - v c ct � s_ Ty �p ctior L., co Addr Tv Date Called: 4 (I a f 13 9 — s 1-- Special Instructions: Date Wanted:. 1 ` Z� ( ( p.m. Requester: Phone N ' S 2 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 -3670 Permit Inspection Request Line (206) 431 -2451 Approved per applicable codes. corrections required prior to approval. COMMENTS: .f J Date : ® ` 2 . c C.d ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Project , f �S�tf .0-( _ Type of Inspection: W t T �t AJ Address: - r(, . -4(00 t t 3 ii�s' Date Called: Special Instructions: Date Wanted:. ( It _ — (( •' a.m '^ p.m. Requester: stone No: C -. ZST INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C '� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r b L pector• Date: k n REJNSPECTION FEE REQUIRED. Prior to next inspection. fee must be N. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Proje t: Ty of Inspection: _.-4 Address: 'ri, 4(00 1 139 ` ST Date Called: Special Instructions: Date Wanted:. �. 0.25 p.m. Requester: Phone .4 2_5_ 5 S Ilk. INSPECTION RECORD Retain a copy with permit /97. h_Dos- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 f Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Inspec or: Date: r Q-2Sf REINSPECTION FEE REQUIRED. Prior to next inspection; fee mist be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. WIIMINgr,arldtMattellfterIWA■ ,[w,. _ - ` ` COMMENTS: p?r 4-,pprovik4 o A {riiMe Address: `fti Date Ca led, r + 1 M S (F -.h 4.= A ‘, Al ,t tW , R. I J a 1 p D f■T I 3/a-1 EN :11".$ uk A--il 41.1 Date Wanted:. ! rr C9 a.m. ( ritr f -. t o t pi e, uJ S G•r i r S1 Ak--0 Phone No: VA 52-1V Proj -t: v c'1' 2' T of Insp Lion: l ea /Z,_ Address: `fti Date Ca led, r Special Instructions: 1413 6 Date Wanted:. ! rr C9 a.m. ( ritr Requester: t' Phone No: VA 52-1V INSPECTION NO. ✓l CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Q Approved per applicable codes. DCorrections required prior to approval. .,Date! r7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioa- Ins t ector: INSPECTION RECORD Retain a copy with permit A OOH PERMIT NO. COMMENTS: / (0 ( O hApt 0 A- St A J TkfJ h aO -0 (--0 t As A ire Aa.: 1 !-..1 A 1 1 j . rk- ■() 0 sr-4 A t,A AA c t & 0 a t a bLJy Date Wanted:. iv - ,2 o — // a.m. cps • I .IJ \ i' . 1 e 7-7-;c:Rg.fit;f. : t re 0 Q f`J r .I .S C Y--4 ' : A Q ei) `-d W f J€ 2 4- AJ J^ p / o/� r '11..11 ere pair (V 4 -A A IA 1 Ij -� ` ,/ S r S/ 5 ci e& J -- { - +� -��D 1 j r d ��`'`0 Project: t— 0-5 TT '2 f z o 3 Type of Inspection: F!? Qnui/G fsi /ff Address: AGO/ s /3 9 .5' Date Called: Special Instructions: D 2,P `-- U b,e. S e L J S 5 S-e aA 5 A/ CA --P 3 1v � 45 Date Wanted:. iv - ,2 o — // a.m. cps Requester: Phone No: zia 5_-_-_-43.2 4 9 - 5,2 9 P, 4i- co 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 Permit Inspection Request Line (206) 431 -2451 El Approved per applicable codes. EA-cft ✓l, 668 -/Se Corrections required prior to approval. n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. IL COMMENTS: Ty Type o pecti� r e�h/ 4 Address: �t �©( tai — 910 �prov�/ o (444 P s f —. Gtr✓ 04g-cc 's /VI , S S /l -- 't o 7S Cm' --, /Of t-�/ 5 , e 2 /6}q P . > ri} t! E' a , #t_r r P �,�/VA 7e_ naJe4 /I-4A di-/ 7 70A . r a d Protect: s.r.u. n .` � 1 E. Ty Type o pecti� r e�h/ 4 Address: �t �©( tai — Date g S 1 k - , �\ Special Instructions: I ©,-D -A - , Date Wanted, O - q a.m. Requester: Phone T S ^ 8 ... 2 5 ....3 ZCs INSPECTION RECORD Retain a copy with permit FDD -18Y PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 i (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 IGI Approved per applicable codes. 0 Corrections required prior to approval. ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectioh. r M.tkVic -- n rnEriD *4.aban•.bnc Project: • 6)5 .. , 6 6L Type of Inspection: 1LRa,)f s f+ :1/ Address. p lI 3 e sr Date Calle J J t e 4 n /� Wantedl7 e Sp - Date .. 2 1 — 1/ • • p .m. Requester: Phone No: _ -IIS- 5 • • . CITY'OF'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 . Permit Inspection Request Line (206) 431 -2451 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. Approved per applicable codes. a Corrections required prior to approval. COMMENTS: tAmAxIS - TO fe(dele l insp tor:. �. x 0 i A , ,L4 ._1 -'! f DP. E Q .'n/\ 4 14 f/'JW, I i �� Il REINS CTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: -r 5 (( 4 l ' o. G. fg, r i1 & d C.1 ,. T fta.af •. 6. i pLrA-M i rlQ I - f 7 t: 7_ W ' `S, Lezt.T — L,As - N-4 ( A iv rq nr l ` '`�'� c i f p (kr m Jl_ � - �t ��� 1 � � /1 to .e/ z°0t P.. `` � elt r 1'AO-et, ' i i opet - .4rilf ,er s ! 414 5 r? t v Le Date Wanted: 1 ( - t D - AkeA . ar's; /l ( P Z,3 • Cp4J4P . vitliAr, w`r N itor: -7 - 4, Zrir t i s l'W)e4 ice • • • ::.INSPECTION RECORD Retain a copy with permit INSPECTION NO. ;. • PERMIT NO. • CITY•OF :TUKWILA BUILDING DIVISION C 6300 Southceriter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection RO-guest Line (206) 431 -2451 tJ Approved per applicable codes. Corrections required prior to approval. • ri REINSPECTION,FEE REQUIRED. Prior to next inspection, fee must be paid at 6300.Southcenter Blvd.. Suite 100. Call to schedule reinspection. Tyne of Inectioness: 7 t: 77, 4l � -- Sr — 0l : / 3. Date Called: Specia I nstructions: • . . d ' r 11 IOT— Date Wanted: 1 / 2. - I f a.m. m R equester: Phone No: ice • • • ::.INSPECTION RECORD Retain a copy with permit INSPECTION NO. ;. • PERMIT NO. • CITY•OF :TUKWILA BUILDING DIVISION C 6300 Southceriter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection RO-guest Line (206) 431 -2451 tJ Approved per applicable codes. Corrections required prior to approval. • ri REINSPECTION,FEE REQUIRED. Prior to next inspection, fee must be paid at 6300.Southcenter Blvd.. Suite 100. Call to schedule reinspection. Project: cos R,ices1.1g. Type of Inspection: OOX+v ;Est..AP .A3S/1 Address: W loo 1 S t 3c g /" Date Called: Special Instructions: Date Wanted:. 13 - - 11 a.m... pm. Requester: Phone No: d INSPECTION NO. INSPECTION RECORD Retain a copy with permit ,_Iga PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 proved per applicable codes. OCorrections required prior to approval. AP COMMENTS: El SPECTION FEE REQUIRE ' Prior to n t inspection, fee must be at 6300 Southcenter Blvd.. Suite 100. C ll to schedule reinspection. COMMENTS: Type of Inspectio — DO 0 n ) o i : A . f J / / S —in per elan - Ok -I-c> I0et ; ((. V ° el time, #o be- Gut of-F. flvsli Ili Gp) prior 40 PIilot) . Cp still v7eeeG -fo be- Yiudie) Ix, . Date Wanted: Requester d Phone Vas, y Projec Type of Inspectio Address: V619/ c )39 $' Date Called: ogiari ,, Special Instructions: Date Wanted: Requester d Phone Vas, y INSPECTION NO. INSPECTION RECORD Retain a copy with permit 2v318-/eir 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: '6 /30/11 ❑ $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: + Type o nspection,: I /� U`( r4G Of N Address: ii„ Date Called: ' p Wel - 41; 1 1 A A flx)A4_ Date Wanted: ZS [_..� �' p.m. Requester: X -2.5s -"4 1 :':,, [ -e ms ife �iv f t 6 ....--... A 4 Pro ' r Q S V + Type o nspection,: I /� U`( r4G Of N Address: ii„ Date Called: Special Instructions: / Date Wanted: ZS [_..� �' p.m. Requester: Phone N • Ph) -2.5s -"4 1 INSPECTION RECORD �� , �� Retain a copy with permit INSPECTI N NO. PERMIT NO. �� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 pr (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 A pproved per applicable codes. 0 Corrections required prior to approval. Inspec>;or: I Dat3r . , ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of Inspection: _ k- _ laJ Ai 0 I ati Address: Ili Date Called: Special Instructions: DC OS2 ;145 ear Date Wanted:. it p /, a�rn - � . --- I ) m Ai l 0V-- ` fi J -& C 7) u,J' , 45K. C_.JA 7 6 C7 f t M S 4 rV .S J p. ( - A 1 1 n7 _ k c ..Z \.1 e ` : e- `( Cr e , ()R , e- ?.i P ? �-1. A t Pro' t: �s S l rC• � Type of Inspection: _ k- _ laJ Ai 0 I ati Address: Ili Date Called: Special Instructions: DC OS2 ;145 ear Date Wanted:. it p /, a�rn - � . --- I ) m Ai l Requester: is Phone 4 7S- riS - 57i INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 12, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ❑ Approved per applicable codes. Elte<rections required prior to approval. n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. COMMENTS: gal,,, k - 1 L. Sref - i. r-' C Lxib )- w --TL , ,z ". 2. fit j eft'. Ar � A ,) A .S`hry 7) / Atfe Address: & ii- .P e-o i ) pet a ,/ 6 t..! t° 1 re PA fife ti Date Wanted:.. AJt3 -- 6 - e) let or( dA ,f. / ., Requester: , , ; Ph-4"U 2 -szi l g Pro' ct: p.s f � J 6 � Type of nspection� 0 Address: & Date Called: Special Instructions: `�' : I O __3 A' • . Date Wanted:.. � m. + 1 ' i r - ' F`p. Requester: , , ; Ph-4"U 2 -szi l g • • • INSPECTION RECORD Retain a copy with permit Dog - t g� PERMIT NO. INSPECTION 0.. CITY OF TUKWILA BUILDING DIVISION •• 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 1 Inspor: I (Date: q r ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. • Corrections required prior to approval. COMMENTS: Type o Inspection: 1 : - . 1) c k R' siff1.. , \Ct lam7' Date Called: 2� Se-1 1-5Ae 1 4.- S 51 vs ->: k. OS ; .Jc, L; r.. u � t A If . le op .< J6pi, ✓(Nit -Q � C� \e • 1? A L. tsl 1% QQe l + hw� . t w p t Atse - INT�JtoJP41 y Cr‘ t, ; O N ) 4 4 , \ , \ 4 C,F�cuY'_ } Z ?,.-k- 7--- btii. -4 coo %,lilr. s‘ < <a-T O-C SD , \ -a • :0. - i o ?I /WI �zc 0'► ¢ c7't'" 1 Project: T Type o Inspection: Address: D Date Called: Special Instructions: D Date Wanted 241- ( I k kkrjri Requester: Phone No Li Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit INSPECT! S ' 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 2-- (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 gi required prior to approval. nl sp"@'E or: Date: 2v. I REI SPECTION FEE REQ RED. Prior o next inspection. fee must be pa'd at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. COMMENTS: • n i 4 S (.,. S 4 f4 a } o oewcale4f V a p ('A lA %.,4.2.3%e j (I�. to <<a ? ) Sz■ v v¢c I; g' Lr r/ -c l .P I tier Address: 00 t 13 / E � Date Called: Special Instructions: I JT- ( a0ca -35C. -C38.6 Pro' i p ` Type Inspection: •• Address: 00 t 13 / E � Date Called: Special Instructions: I JT- ( Date Wanted: Requester: Phone No: 2t;) Ca- 2 SC 341"/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r ' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431 -2451 Cl Approved per applicable codes. ® Corrections required prior to approval. ecto Date: _7-IT -f1 SPECTION FEE QUIRED. Prio to next inspection. fee must be • at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.. Project: y / Type of Inspection: g 46 Q 1 1 /39 S Date Called: Special Instructions: Date Wanted: 5 — -20—// Q.):& p.m. Requester: SieCv6 Phone No: ZO 6-25 -yy 7 INSPECTION RECORD Retain a copy with permit ,668- " PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 El Approved per applicable codes. IR1 Corrections required prior to approval. COMMENTS: ova r . / tio, 4 15, Mil 0 Date: I 5°20—it OIUIRED. P rior tb / next inspection, fee must SPECTION FEE R p t be aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • Project: t�s -Per fti! e - 1.0 - Type of Inspection: Pre- - _��� ' Address: U 4 160/ .S 13_A Si Date Called: it 2,2-il Special Instructions: • Date Wanted: tZ / L - J /G' a 't: Requester: Phone No: 2 O (p - a-SS - 34-7 4 • ►�- 188 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 Permit Inspection Request Line (206) 431 -2451 � � E Approved per applicable codes. • El Corrections required prior to approval. • - COMMENTS: Pit - (04 (Otld,i 4- - v )rU- Inspector: 'Date: I7- I h r7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • rtri • i7►+ . ••'u 4RV.' • • y COMMENTS: Type of Inspec on: 76s 11 1 f fi w1Pctsc,c Qccep1a.lok a..-F c -i- er1 e. J o- formed 41 coi rc.r.,-Vor 41e- rieco(s 4a 1 rn S4 Ai f a si(-1-- stick- ( -Uie vlearby Cci -jck basin y l6\ D1ong_ cat( (6 1:45 Sirt. a.m. P.m. Requester / / G/ Phone No: L 255 - 5 JS/ Project: -ler t?IJkde lee Type of Inspec on: 76s Address . q1w/ 6/, _57 Date Called: 051aIha Special Instructions: Date Wanted: -Mut ScfrS( j 05 197/0 a.m. P.m. Requester / / G/ Phone No: L 255 - 5 JS/ pit) INSPECTION NO. INSPECTION RECORD Retain a copy with permit J)Cte - Ikk PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. Inspector: i7 C Date: 517-1 h 1 6 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: { C L., WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 Pre - Y V'S Aka Inks, > (i S f FILE COP - 7 , Fmk- s.e$ I, LPL r l JOB NO. 7 0 geil PAGE ( OF Z DATE I Z/1 � 1.4 l BY Z(.t � CHECKED BY PROJECT 4x s l 1 Q 4 (7 ) fit C2'i4 SUBJECT ( CJr r� r , Z p 0- L 0 - �. e ' 6 o • WANG ENGINEERING, INC. JOB NO. d, 08& . PAGE Z OF CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 r , r : r-f3' a= • r 6/ 0 at, t DATE 11/ I ? / 0 1 BY M T. W , CHECKED BY PROJECT. 1-..cx X S L csf 3 SUBJECT (L. • r , Tu t 49..z. I -P /r ' 471 ✓ r , 4 '10 __ ( 8 r 5-1. (1's -'/ o, AL ✓ r , 4 0 tc,t. O J OB N. 0/ U 6 PAGE OF WANG ENGINEERING, INC. � CONSULTING ENGINEERS DATE 1I 7/07 BY M 7� CHECKED BY l PROJECT I (X x 5 1A L. a 1 3 TEL: (425)489 -0927 FAX: (425)489 -0927 SUBJECT .x'43 t 6, 10 L L. r , r r :f 3 WY L Z I, er rr - � I r r its 1 C2 04* 7' '4.7 4 7 iZ i2St 4tai , r , WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 tet K . r , 6/41-1 -r S ".3 Z r i } W `/ ALL - -r IV S - t-6-x 14,T;(-:' a JOB NO. b70,58 PAGE 4 OF DATE' 2 /I) d7 BY 4 T W CHECKED BY PROJECT. N X X 5 / / Lot 3 SUBJECT , lerX Z w5( 644. = ; 3 11 r 33 4 Z r o.l L; WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 4 MOW �.L . t.491 41..c " a3 JOB NO. F' 7 & PAGE S OF DATE I �t 81o? BY M j?.AJ . CHECKED BY PROJECT ¢ r X X S 3 Lot 3 SUBJECT FL. 4 .. 6 4 p et: r) ( . : etpq-0-* O li t i x Za 11-#4 ._ t . el& ..x (per ( :.t.P.t -L; f -S o irgo Ps L t )xt;L. 644 , S WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 �'taYrye 5 r %TS -. JOB NO. 0 0 Sg PAGE 6 OF DATE 1 V6/01 �lO� BY ( CHECKED BY PROJECT q..he X S (3/h" L o} 3 SUBJECT 14 c t .G N,it A (1. U . 0, $ C. L..4 )4 D tD. X. Ca to .. (0o64r-t nj 6 2,..)X3 -D c ?s• .. 3 . 5 f 1 f f SSLI C M } Y 44 .+p RESULTS 7 Moment : (Coefficienl)(pb7) Reaction : (Coethcienl)(pb) Y FIGORE 1. -Plate fixed along three edges, moment and reaction coefficients, Load I, uniform load. POSITIVE SIGN CONVENT 7 M, M y y/b a, i /G 0 0.2 0.4 0.6 0.8 1.0 0 0.2 0.4 0.6 0.8 1.0 8 /A q10 1.0 +.1249 4.0052 +.0024 +.0002 -.0014 -.0024 -.0027 0 0 0 0 0 0 0.8 +.1248 +.0051 +.0023 +.0002 -.0014 -.0023 -.0026 +.0010 +.0005 +.0000 -.0003 -.0005 -.0005 0.6 +.1247 +.0052 +.0023- +.0002 -.0014 -.0023 -.0027 +.0010 +.0005 +.0000 -.0003 -.0005 -.0005 0.4 +,1250 '+.0051 +.0023 +.0001 -.0014 -.0023 -.0027 +.0010 •.0005 +.0000 -.0003 -.0005 -.0006 0.2' •.1185 +.0048 +.0021 +.0001 -.0013 -.0021 -.0024 +.0010 +.0004 -.0001 -.0004 -.0006 -.0007 0 +.0504 0 +.0001 +.0003 +:0005 +.0006 +.0007 0 +.0006 +.0016 +.0025 +.0031 +.0033 a� +.05041+.0116 +.0568 +.0893 +.1004 +.1141 = q/o 1.0 4 ,2483 +.0209 +.0096 +.0007 -.0057 -.0096 -.0109 0 0 0 0 0 1 0.8 +.2523 •.0206 +.0093 +.0006 -.0056 -.0093 -.0105 +.0041 +.0019 +.0002 -.0009 - .0016, -.0019 0.6 +.2513 +.0205 +.0093 +.0006 -.0056 -.0093 -.0105 +.0041 +.0018 +.0000 -.0013 - .00211 -.0023 0.4 +.2512 +.0196 4.0085 +.0003 -.0054 -.0088 - .0099 +.0039 +.0016 -.0004 -.0018 -.00271 - .0227 0.2 +.1905 +.0137 +.0053 -.0003 -.0039 -.0059 -.0065 +.0027 +.0007 -.0011 - .00241- .0C32 - .0034 0 +.0295 0 +.0005 +.0013 +.0020 +.0025 +.0027 0 :' +.0023 +.0063 +.0101 +.0126 +.0135 R +.0295 +.0236 +.1131 +.1786 +.2174 +.2301 8 /f = q/0 1.0 +.3711 •.0476 +.0219 +.0016 -.0130 -.0218 - .0247 0 I 0 0 0 1 0 1 0 0.8 +.3896 +.0466 +.0208 +.0012 -.0126 -.0208 -.0235 +.0093 +.0042 +.0004 -.0022 - .00361 -.0043 0.6 +.3757 +.0442 +.0193 +.0007 -.0122 -.0198 -.0223 +.0088 +.0036 -.0007 -.0039 -.0O591-.0065 0.4 +.3541 +.0379 +.0155 -.0003 -.0107 -.0167 -.0186 +.0076 +.0024 -.0021 -.0054 - .0075 -.0082 0.2 •.2133 •.0210 +.0075 -.0009 -.0059 -.0085 -.0093 +.0 ^42 +.0009 - .0017 -.0034 - .00441 - .0047 0 -.0015 0 •.0010 +.0027 +.0043 +.0054 +.0058 0 +.0050 +.0135 +.0215 +.02691•.0269 r; -.0015 14.0303 •.1666)•.2644 •.3220 •.3410 = q/0 1.0 +.5101 •.0852 +.0384 +.0022 -.0233 -.0383 -.0432 0 0 0 '0 0 1 0 0.8 •.5331 +.0807 +.0349 +.0013' -.0218 -.0353 -.0397 +.0161 +.0068 -.0001 -.0049 - .0077 -.0086 0.6 +.4805 +.0712 +.0298 -.0000 -.0199 -.0313 -.0233 -.0350 4.0142 +.0051 -.0026 -.0084 - .01201 -.0132 - .01251 -.0135 0.4 •.4148 +.0545 +.0209 -.0014 -.0156 -.0258 +.0109 +.0026 -.0043 -.0094 0.2 +.1928 +.0250 +.0087 -.0009 -.0063 -.0089 -.0096 +.0050 +.0015 -.0003 -.0008 -.0008 -.0007 0 -.0294 0 +.0019 4 .0050 +.0080 +.0100 +:0107 0 +.0094 +.0252 +.0399 +.049 4.0534 1 F -.0294 + +.0482 +.2263 +.3559 +.4322 +.4572 = q/0 I.0. 4.8592 4 .1788 +.0716 -.0010 -.0471 -.0726 -.0807 0 0 0 0 0 0 0.8 +.7864 +.1552 +.0607 -.0020 -.0414 -.0630 -.0698 +.0310 +.0112 -.0027 -.0119 -.0172 -.0190 0.6 +.5989 +.1207 +.0460 -.0033 -.0336 -.0498 -.0549 •.0241 +.0071 -.0067 -.0166 -.0225 -.0245 0.4 '•.4378 +.0786 +.0280 -.0033 -.02(4 -.0306 -.0333 +.0157 •.0036 -.0049 -.0100 -.0127 -'.0I:5 0.2 +.1185 +.0289 +.0109 +.0009 -.0034 -.0049 -.0053 +.0059 +.0060 •.0115 +.0166 +.0241 +.0262 0 -.0694 0 •.0042 +.0115 +.0182 +.0227 +.0242 0 +.0212 +.0576 +.0911 4.1,3514.1212 ; -.0694 +.0806 +.3383 +.5271 +.6368 +.6725 I = q/• 1.0 +1.2115 +.2613 +.0883 -.0105 -.0654 -.0927 -.1008 0 0 0 0 0 i 0 0.8 •.9558 +.2146 +.0727 -.0097 -.0551 -.0774 -.0840 +.0429 +.0134 -.0051 -.0164 -.0224 -.0243 0.8 +.6250 +.1547 +.0525 -.0083 -.0411 -.0566 -.0611 •.0309 +.0090 -.0069 - .01691-.0222 -.0238 0.4 +.3984 4.0916 +.0305 -.0043 -.0216 -.0290 -.0310 •.0183 +.0069 +.0029 +.0030 +.0045 0053 0.2 +.0434 +.0303 +.0127 +.0047 +.0033 +.0042 +.0048 •.0061 +.0149 +.0339 +.0542 +.0689 } +. 4.0742 0 -.0939 0 +.0074 +.0199 +.0311 +.0384 +.0409 0 +.0369 +.0996 +.1556 +.19191 +.2043 9 R -.0939 +.1167 +.4453 +.6760 +.8043 +.8450 Z /f = q/D 1.0 +1.6267 +.3304 +.0700 -.0345 -.0730 -.0844 -.0865 0 , 0 0 0 I 0 0 0.8 +1.0875 +.2609 4 -.0286 -.0589 -.0670 -.0683 +.0522 +.0116 -.0069 -.0143 -.0165 -.0169 0.6 +.5876 +,177$ •.0399 -.0195 -.0385 -.0422 -.0422 +.0356 +.0115 '+.0017 +.0011 +.0035 +.0049 0.4 +.3166 +.0901 +.0239 -.0056 -.0116 -.0101 +.0273 +:0668 -.0090 +.0196 +.0177`+.0315 +.0495 +.0634 +.0685 0.2 -.0540 +.0302 +.0140 +.0140 +.0211 +.0296 +.0702 +.0060 +.0389 +.0912 +.0796 +.1939 +.1388 +.1699 +.1805 0 -.1168 0 +.0159 +.0390 +.0565 0 +.2823 +.3340 +.3508 Ar -.1168 1 +.2429 +.651014..879314..9832 +1.0123 / } Y 44 .+p RESULTS 7 Moment : (Coefficienl)(pb7) Reaction : (Coethcienl)(pb) Y FIGORE 1. -Plate fixed along three edges, moment and reaction coefficients, Load I, uniform load. POSITIVE SIGN CONVENT 7 Y 10 MOMENTS AND REACTIONS FOR RECTANGULAR PLATES x Moment i (Coefficient)(pbt) Reaction . (Coefficient)(pb) Y POSITIVE SIGN CONVENTICN FIGURE 4. - Plate fixed along three edges, moment and reaction coefficients, Load IV, uniformly varying load. 8 M` I Mr 7 / b R� t /0 0 0.2 0.4 0.6 0.8 1.0 1 0 . 0.2 0.4 0.6 0.8 1.0 8/I = q/0 I 1.0 +.0082 +.0004 +.0002 +.0000 -.0001 -.0002 -.0002 0 0 0 0 0 1 0 0.8 +.0251 +.0011 +.0005 +.0000 -.0003 -.0005 -.0005 +.0002 +.0001 +.0000 -.0000 -.0001 -.0001 0.6 +.0496 +•0021 +.0009 +.0001 -.0006 -.0009 -.0011 •+.0004 +.0002 +.0000 -.0001 -.0002 -.0002 0.4 +.0751 +,0031 +.0014 +.0001 -.0008 -.0014 -.0016 '4.0006 +.0003 +.0000 -.0002 -.0003 -.0003 0.2 +.0942 +.0038 +,0016 +.0000 -.0010 -.0017 -.0019 1 +.0008 +.0003 -.0000 -.0003 -.0005 -.0005 0 +.0460 - 0 +.0001 +.0003 +.0005 +.0006 +.0006 1 0 +.0005 1,0014 +.0023 +.0028 •.0030 p7 +.0460 +.0136 +.0543 +.0839 +,1004 +,1056 = q/o I 1.0 +.0147 +.0022 +.0012 +.0002 -.0006 -.0012 -.0014 i 0 0 0 0 0 0 0.8 +.0523 +.0046 +.0022 +.0002 -.0012 -.0021 -.0024 i +.0009 +.0005 +.0002 -.0000 -.0002 -.0002 0.6 +.1015 +.0083 +.0037 +.0002 -.0023 -.0038 -.0042 1 +.0007 -.0000 -.0005 -.0009 -.0010 0.4 +.1514 4.0114 +.0049 +.0001 -.0032 -.0051 -.0057 , +.0023 +.0008 -.0004 -.0013 -.0019 -.0021 0.2 +.1494 +.0102 +.0037 -.0004 -.0030 -.0043 -.0047 4.0020 +.0004 -.0011 -.0022 -.0029 -.0031 0 +.0304 0 +.0004 +.0010 +.0016 +.0020 4.0021 • 0 +.0020 +.0052 +.0081 +.0100 +.0107 74 +.0304 +.0309 +.1052 +.1563 +.1856 +.1950 e/ = Q/o I 1.0 +.0189 +.0066 +.0040 +.0008 -.0020 -.0039 -.0045 0 0 1 0 0 0 1 0 0.8 +.0885 +.0117 +.0056 +.0006 -.0031 -.0054 -.0062 +.0023 +.0012 +.0004 -.0002 -.0005 -.0007 0.6 -.1541 +.0176 +.0075 +.0001 -.0049 -.0079 -.0088 i +.0035 +.0013 -.0006 -.0020 - .0029, -.0032 0.4 +.2107 +.0208 •.0079 -.0007 -.0061 -.0090 -.0099 '+.0042 +.0009 -.0019 -.0042 -.0056 -.0061 9.2 •.1691 +.014'5 +.0045 -.0012 -.0042 -.0057 -.0061 +.0029 +.0001 -.0022 - .00391-.00481-.0051 +.0152 I +.0188 4.0200 0 +.0102 0 +.0008 +.0020 +.0030 +.0038 +.0040 0 +.0039 +.0099 R +.0102 +.0474 +.1488 +.2154 +.2526 +.2645 ' z/1 = q/0 1.0 +.0326 +.0151 +.0088 +.0015 -.0046 -.0084 -.0097 . 0 0 0 0 0 0 0.8 +.1315 ".0216 +.0099 +.0007 -.0059 -.0099 -.0112 1 +.0043 +.0020 +.0002 . -.0011 -.0019 -.0022 0.6 +,1972 +.0273 +.0108 -.0005 -.0079 -.0119 -.0132 i +.0055 +.0015 -.0020 -.0047 -.0064 -.0070 0.4 +.2421 +.0277 +.0092 - .0019. -.0082 -.0115 -.0125 ; +.0055 +.0004 -.0042 -.0076 -.0097 -.0104 0.2 +.1607 +.0160 +.0041 -.0017 -.0044 -.0055 -.0058 '•.0032 -.0002 -.0026 -.0039 - .0044 -.0046 0 -.0045 0 +,0014 •.0033 +.0050 +.0061 +.0065 • 0 +.0068 +.0167 +.0252 +.0307 +.0325 k -.0045 +.0744 +.1942 +.2699 +.3108 +.3236 11/4 =q /0 1.0 1 •.1061 +.0406 +,0196 4 .0013 -.0115 - .0190.=.0214 - `1 0 0 0 0 0 0 0.8 •.2077i +.0433 +.0177 -.0003 -.0119 - 0184 - .0205 ' +.0087 +.0031 -.0012 7.0042 -.0061 -.0067 0.6 •.2408 +..0426 +.0145 -.0026 -.0124 -.0174 -.0189 +.0085 +.0010 -.0055 -.0102 -.0130 -.0139 0. •.2542 +.0349 +.0091 -.0039 -.0102 - .0130%.0138. +.0070., -.0011 -.0075 -.0115 - .0137 -.0143 0.2 •.1337 +.0163 +.0031 -.0017 -.0031 -.0033 -.0033 +.0033 +.0001 -.0000 +.0014 +.0029 +.0035 +:0584 0 -.0196 0 +.0028 +.0064 +.0093 +.0111 +.0117 0 +.0139 +.0320 +.0465 +.0554 R+ H -.0196 +.1256 +.2660 +.3923 +.4055 = q/o 1.0 +.19851 +.0644 +.0253 -.0013 -.0172 -.0252 _.0276' . 0 0 0 0 0 0 0.8 •.2564 +.0601 +.0210 -.0028 -.0161 -.0226 -.0245 + +.0034 -.0026 -.0065 -.0088 -.0095 0.6 +.2485 +.0515 +.0149 -.0047 -.0145 -.0189 -.0201 +.0103 +.0003 -.0075 -.0125 -.0151 t.Oi59 , 0.4 +.2411 +.0372 4.0078 -.0049 -.0100 - .0118 - -.0122 +.0074 -.0021 -.0076 -.0099 - .01061 -.0107 0.2 +.1106 +.0154 +.0025 -.0006 -.0006 -.0000 +.0003 +.0031 +.0018 +.0060 +.0116 +.01601 +0175 0 -.0241 0 +.0044 +.0096 +.0137 +,0161 +,0169 0 +.0220 +.0482 +.0683 +.0804 +.08'5, p. a 7 -.0241 +.1691 +.3199 +.4038 +.4457 +.4584 ~' 11 c 0.2 1.0 +.3127 +.0857 .0207 -.0087 -.0199 - .0232' - .0238• 0 0 0 0 0 0 0.8 +.2929 +.0730 +.0158 -,0086 -.0172 4 -.0194 . +.0146 +.0023 -.0042 -.0072 -.0082 - 0085 0.6' +.2352 +.0560 +.0094 -.0083 -.0134 -.0142 -.0141 +.0112 -.0013 -.0077 - .0096' = .0096 -.0094 0.4 +.2148 +.0359 +.0038 -.0053 -.0065 -.0057 -.0053 +.0072 -.0021 -.0023 +.0012 +.0046 +,0059 •.0897 +.0132 4 .0021 +.0025 +.0050 +.0069 +.0076 1 +.0077 +,0220 +.0356 +.0444 +,0474 0 -.0204 0 1 +.0079 +.0158 +.0212 +.0243 +,0252 ' 0 • +,0396 +.0791 +.1062 +.1214 +.1262 • �/ -.0204 +.2452 +.3964 +.4966 +.5047 Y 10 MOMENTS AND REACTIONS FOR RECTANGULAR PLATES x Moment i (Coefficient)(pbt) Reaction . (Coefficient)(pb) Y POSITIVE SIGN CONVENTICN FIGURE 4. - Plate fixed along three edges, moment and reaction coefficients, Load IV, uniformly varying load. 8 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 1 4,1 0. o 7 74a z‘I' ....... CC ✓ r JOB NO. _ 0 7 8' PAGE OF DATE l E;f�BY M - 71.Z CHECKED BY PROJECT 44)( $ c) .. 3 SUBJECT ILA se u, G (,sJ rI ti 04 ape S tl)e 0 IRINA (P' 'tX 3 !1 x`'¢ I I r)e ?,. X o, t a0 3 vaS 1 O, 3 r , r g • ' fi' CV .o, 6 0 7 / / 1. 4 to), WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 clitsce e - -- 1 • • T JOB NO. V 70 16 \ PAGE 4) OF DATE eve) BY I''4 TEA) CHECKED BY PROJECT. ' 4 f0 ... )(5( S Los SUBJECT (3 Q S, tor wl tAi o f( r r r JEL Y . 'qPic 3Z '/ t i urL t , tcx ' ft) 11 4 (px z F— , - -3,a 4o : Z 2,7 . 1L) If CLAG DL only soil 1.83 8 120 1757 0.915 1607 wall 0.67 9 150 905 2.165 1958 fl 1 4.5 10 45 2.165 97 stud wall 1 17 7 119 2.165 258 ftg (10 ") 3.5 0.83 150 436 1.75 763 3261 4683 WI ^_ S` L Xcg= 1.44 0.77 1.29 DL +LL soil 1.83 8 120 1757 0.915 1607 wall 0.67 9 150 905 2.165 1958 fl 1 1 155 155 2.165 336 stud wall 1 1 119 119 2.165 258 ftg 3.5 0.83 150 436 1.75 763 fl live 1 1 510 510 2.165 1104 width (ft) ht (ft) u.w. wt. Xc wt*Xc e X 1.k1 6 3881 6026 X cg = 1.55 0.65 1.30 DL w/o fl soil 1.83 8 120 1757 0.915 1607 wall 0.67 9 150 905 2.165 1958 ftg 3.5 0.83 150 436 1.75 763 3097 4328 Xcg = 1.40 0.81 1.29 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 tok - �...f /, 7 x JOB NO. pp O7 086 ' \ PAGE / ` OF DATE �( OrO 7 BY I`17K CHECKED BY PROJECT C) S I e y� I^ SUBJECT t. (4.t kt,f W a // , - ' (,6e- ra,00,0t/ e lb o.. 00 c k 3 . I w 7 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 (lag • �P r 064.¢ Xz a JOB NO. (2 0 1 DATE E 1547 BY M l l T. �1 CHECKED BY PROJECT S ' X x 4 ) tgq 1 . SUBJECT 1 Q Sr (4 r Lk+ d ('( ■ c. fif. x t Cl k 3 i Z X (V• ) .•r• - -- PAGE r 3 OF C--i AL vs- r•' WANG ENGINEERING, INC. T /F: (425)489 -0927 Project: Project Number: SHT: 1 45xx S 139th, Lot 3 07088 (Subject: 15' Retaining Wall (@ garage parcel A) EFP (Active), pcf = Allow. Soil Pressure (psf) = Allow. Soil Psur for lateral = Conc. Unit Wt (pcf) _ Wall Ht, Hw (ft) = 5.00 Surchrge (ft) = 0.00 Unbalanced Backfill, H (ft) = 4.00 Toe Width, A (ft) = 0.67 Heel Width, B (ft) = 1.33 Ftg Tks, D (ft) = 0.67 Wall ht abv Gd, h (in) = 8.00 Shear Key width, KB (in) 0.00 Shear Key Depth, KD (in) = 0.00 Wall Tks, T (in) = 8.00 Soil Ht over Toe (ft) = 0.33 Wind M © wall top (#4t/ft) = Wind F @ wall top ( # /ft) = Wind M © wall base = D +L Resisting M (ft-lb /ft) Point DL @ Wall Top Point LL @ Wall Top Wall Ftg Soil (over toe) Soil (over heel w /surcharge) Shear Key Total D +L (lb) Center of D +L, XD +L (ft)= 0 0 0 Passive Force Resisting M (ft-lb /ft) : Pass. Res. Force (lb /ft) .= 125 Friction Res. Focre (lb /ft) = 312 Total Sliding Res. (lb /ft) = 437 1.33 *Sl$g Res. for Lateral = 583 Cntr of all loads, Xcc (ft) = 0.53 35 * 2000 * 2667 150 * Assumed Mom Wi Xi Wi *Xi 0 1.00 0.00 0 1.00 0.00 500 1.00 502 201 1.00 201 24 0.34 8 316 1.67 528 0 0.00 0 1042 1238 1.19 MR= Soil Brg Psur f (psf) = 1316 <= allow. Mom 42 EFP (Passive), pcf = 250 * Friction Coeff = 0.3 * Soil Unit Wt (pcf) = 110 * Conc. fp' (psi) = 3000 Reinforcing, fy' (psi) = 60000 Sliding Force (lb /ft) = 438 OT M (ft-lb /ft) F.S. (Sliding) 3 * Xcc (ft) = 731 1280 M /M, = 1.8 '> t, r p = 1.0 = 1.58 Soil Brg Psur f (psf) = 0 / 4 te-ve 41 0/6 CJol! J/L WANG ENGINEERING, INC. T /F: (425)489 -0927 I SHT: 2 I Project: 45xx S 139th, Lot 3 Project Number: 07088 'Subject: I 15' Retaining Wall (@ garage • Wall Reinf. Ult. M © Wall Base (ft-lb) = 757 Mu /4f bd = 0.0078 Preq'd = 0.0004 Vert. As (in /ft) = 0.0376 Vert. As (in /ft) min = 0.1152 d ( =T- 1.75 -.25, in.) = 6.00 w = 0.0078 Pmin = 0.0005 Horiz. As (in /ft) min = 0.192 Ult. M @ Heel (ft-lb) = 152 d (in) = 5.79 Mu /lf bd = 0.0017 w = 0.0017 Preq'd = 0.0001 Pmin = 0.0001 Top As (in /ft) = 0.0078 I S' WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 r , r Fe ci P 3 L L" tl zAb LL.= r OP L oilr -5 JOB NO. DATE :Feat 4-= PROJECT. 4; 7 X 5 13-01 L L1 L 3 SUBJECT ?EC L- PT .804.10 L 1 etas r r PsT t U 1 7 V PAGE 1 6 OF BY M7 W CHECKED BY 1 , 7 "mot r- r WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 r , LAJ Cs L.3 ( 4 , 4 Ctaks r bpx Pse . t „le JOB NO. 1 v 8 15 PAGE OF DATE (y115/67 BY M 71,3 CHECKED BY PROJECT 4.0( X 5 13 Lot f SUBJECT L a ficr•- r r , r r , 14 (ct $4.) /41ci /.4 I n. .1 air b P , 1 o t. t.sitki!rtrf- 1 �a 0,r $.3.4% 7.1.- CE- '"? 363 • WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 r cS 144 -u t } r f- c ..' T 5, , o 7 SUBJECT r r , / O • R JOB NO. 0? D Bb PAGE t C/ OF DATE 2. 7 BY M z CHECKED BY PROJECT t)(X S i . 1 LJ 1 3, r , r ( 3r i g 13 — - L4k T 0 t -,4 , WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 4 to 37,-‘ ft- 2,4 .1.2r$3 x t) S JP (S7 as1 JOB NO. C 7 CS PAGE / C r OF DATE BY H 7(..) CHECKED BY PROJECT, -- X X. 5 I 3 gill Lot 3 sumer Ldrect ll!ll ici 0 0 - ry'r-viirks 3 86 Ylat. WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 tom. 1.4 .E S , x - / - 1 j. (, k ( ctui r r , JOB NO. 0 706(5 PAGE 7-0 OF DATE BY MM.) CHECKED BY PROJECT ' KX S / Lori- SUBJECT L. free 1 t 7 7 4 14,6 ( t.4 . -r . Pi- Moo 'T t 16fS WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 C . -f Zr (7y W 13 CAch ("1 V74- . 1 p ?eV ` ■ -t s- 3381:- 74 JOB NO. U) 0 PAGE Z ( OF DATE r 2 0 BY ? ( \ CHECKED BY PROJECT it � e x S s 3 0 L 0t G SUBJECT t 1 4 4 3 .3 qS`4 'x ' , t4.24 = 3 114 t7Z /�-b 85 18 rp3 ;(151 4 frt 7e 44' 91 & TT !•v 0 903 7.4.ft :srtP L *D 6 .�. J.G 14-57.--3 7 -s -rte -f (.. SHEAR WALL SCHEDULE (NOTES 1, 2, & 10) MARK SHEATH'G NAILING (NOTE S 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. FTG..) ALOWBL SHEAR PLF P1 -6 3/8" MIN 8d @ 6" OC ' M ' ' DLfpII o as f tlff OW20 5')2 DCyAa6& 06l oG9G' Arm 5/8 " cP@ 4' OC 213 P1-4 3/8" MIN 8d @ 4" OC 5/8 " cp@ 3' OC 312 P1-3 3/8" MIN 8d @ 3" OC 5 / 8 " (p@3'- 4" OC 402 (NOTE 7) P1-2 3/8" MIN 8d @ 2" OC 5/8 " c@ 2'- 6 "OC 525 (NOTES 7 &8) P2 -3 3/8" MIN, . EACH FACE 8d @ 3" OC 5/8 " (ID@ 1'- 8" OC 804 Ito (of sru a) (NOTES 7 & 9) P2 -2 3/8" MIN, EACH FACE 8d @ 2" OC 5/8 " cto@ 1'- 3" OC 1050 (1280ON ,DF 5 T (NOTES 7 & 9) HORIZONTAL DIAPHRAGM SCHEDULE (NOTE I) I 15/32" MIN 8d @ 6" (NOTE 3) 197 PLF (CASE 1) 148 PLF (CASES 2 -6) UNBLOC- KED II 19/32" MIN 10d @ 6" (NOTES 3 & 8) 234 PLF (CASE 1) 176 PLF (CASES 2 -6) UNBLOC- KED III 15/32 " 8d @ 4" (NOTE 3) 295 PLF BLOCKED IV 15/32" MIN 8d @ 2.5" (NOTES 3,7 &8) 435 PLF BLOCKED NOTES: 1. 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, @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 MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 10. UNLESS NOTED IN DRAWINGS I i. 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 (a 12" OC ELSEWHERE) Z Z WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 r , r try S � e4 ( � ( t a, C�— Vi WA .... .a.. 47. c..1 K.F r. r ..P.�a��I a JOB NO. p. t) 0$ PAGE 2 3 OF DATE ' L IB q BY !A) 11 CHECKED BY PROJECT 4,tx (3 '7 L. Lo f-3 SUBJECT 1. `►1 'e v. r , r friskal)t tx -00 0 .. it f.. c?.7.5" . (-t S' (44 s r r , s O: - di IA a WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 1 - .4 k 7 K ti I ► tom �, to wt JOB NO. d 7 0 85 l PAGE a4 OF t DATE i 1 BY M no.) CHECKED BY PROJECT 4.1 x x S. I � j LLc) 1 l 3 SUBJECT L 4 f e v c. ( .L t... L `''': ...3 ? ( 0 1 tt- atop; ----z;V--- _ r } r . cet) . (s. etp Wa 44 20 L 6 7 6 - ( ricod 6 L, S) WIMP UMW ' r) 36..=47 Z3 74 7 1J trg w WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 TA %*1-. 0‘476)‘ JOB NO. en V v PAGE Z. rOF DATE Z1"f Vol BY M ZLtl CHECKED BY PROJECT 4-(5)6e S /3?/14 L V J SUBJECT L a t f ea. t 1 eicg c3c r- 4 ECG r r , 10708b z 6 ® 0 C516 a rsr3. C4 .)iclu J Comer TOWNSEND MODEL ROOF FRAMING & UPPER FLOOR SHEAR WALLS 114• =1• 0 cS /6 rY P. (97 obe• z7 I / irk/. 4x10 iLine of Floor >_ Ni ( / ► _1. .. _O.: • .l1 ► ul _S.: HE.: AL 31/2'x9 PSL (FLUS Line of Floor Above MONO TRUSSES 24.O.C. l Sr*b►c (To r CS16 @ Hdr & STHD10 @ Ftg 4210 Beam 0 16'X16')(8' FTG W/ (2) #4 E.W. (BOT OF FTG 12. MIN FROM FINISHED GRADE) TYP UNO X12 P.T. DF #1 !1 151 IF!! � irr 2X8 P.T. LEDGER w/ (3) ROWS OF 5/16' dia X 4' LAG SCREWS @ 16' O.C. MAIMIMAIMIIMEM x10 x4 PT Posts wl PB44 Post Base & BC4 Post Cap Typ THD 0 4X4 P.T. POST w/ BC CAP & EPB BASE TYP UNO 2x8 PT @16'O.C. LUS26 HANGER TYP @ JOIST ( +P14.. tf tA 2 to X2.3 STtiCe /0 ' C , w 3 8' Foundation Wall typical - See Detail dn. = HORI2. TIE P TO CONCRETE WALL t " 0 8' Wall 4 - 4%11) 2 EU (1-I 1 5/4' x 1• TK CEDAR OVER 2X10 JOISTS 0 1e'O.C.- E . AREA ONLY a' lour Covered Porgy 1B1 4XIU 4x10_, rn - 3 1/2• x 91/2' PSL (FLUSH) I I - r± (- -74/6/- t tl U O 07088 z 8 /-6 P1-6 (Pony Wall) I 4" Poured Concrete Slab over &mil Vapor ± Grrtnur over 4• r� Granular Fill i -�Cr,� '� ' —I I io to `2x4 Flared Studs @ 18' O.C. it (1 (This Wall Only) Garnoe Slab Slab on Grade Above 4' Poured Concrete Slab over 4' Granular FIII. Slope 4• to Overhead Door. Block Concrete Footina lbw Tor uyemeaa uoor TOWNSEND MODEL FOUNDATION & MAIN FLOOR FRAMING PLAN. BASEMENT SHEAR WALLS 1 a4" = 1 I T� 'L H HOR (TIE PONY WALL TO 0 10NCRETE WALL)— Step Down Foundation per Elevations See S2 A 8 ' • 19532 12 Avenue 11E RECEIVED CITY OF TUKWILA JUN 16 2008 PERMIT CENTER FILE CO Permit No. A. Flowers ?lag Geological & Geoteclinical Consulting 9532 Avenue NE Shoreline, WA 981554106 • SUBSPACE EXPLORATION, GEOLOGIC HAAS, AND GEOTECHNICAL ENGINEERING • REPORT FOSTER RIDGE SHORT PLAT 46TH AVENUE SOUTH AT SOUTH 1;39T1 STREET TUKWILA, WASHINGTON February 13,1997 (AESI) Revised November 13, 1998 (AES1) Revised October 30, 2007 (GAF, P IC) Project No. 06005 I. PROJECT AND SITE CONDITIONS Gary A. Flowers PLLC, Shoreline. Washington 98155 -} X106 • • • • , REVIEWED FOR CODE COMPLIANCE APPROVED JUL 3 1 2008 1.0 INTRODUCTION This report presents the results of previous subsurface explo r ; Qlf TUk 1I? I c � �? ' ? °y geotechnical engineering studies for the proposed residential s T of the report has been requested by the City of Tuicwiia 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 1. All subsurface exploration and geological interpretations used in this report were provided: 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 pro jeet: Field studies included the excavation of 16 exploration pits and performing geologie studies to assess.he type, thickness, distribution, and physical properties of the shallow subsurface sediments. Geotechnical engineering studies were also conducted to evaluate seismic and erosion, Wards and mitigations, the type(s) of suitable foundations, allowable foundation soil' bearing pressure, anticipated foundation settlement, floor support, lateral wall At ssures•, and drainage considerations. This report summarizes the field work and deveopnieitt.recommendations based on our present understanding of the project. 206=4174640 CORRECTION LTR # �.rL� POI ca i Plat of Faster Ridge Tukwila, Wenh1tgron 19532 1 Avenue NE Gary A. flowers PLLC. Shoreline, Washington 98155 -11066 2 Oeoteankcal getavice s .Report 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 exeelusive 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 geotechtiical 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 Pent llegon 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 Sonar between South 139th.and South 140th Streets upslope and to the west of Interstate $ in Tullkwila, Washington. The parcel was located on north to northeast facing slopes with gradients ranging from about 10 to 80 peteent 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.surfl ce water was also observed flowing from the wetland area downslope and tllraugh a portion of Tot 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 feetlong and 6 feet tall, was l o c a t e d a t the s o u t h end o f Tract 99. A l s o , b a s e d on• siteieccnnaissance land: s 4 tion conducted in 1991, it was evident that some past grading onff 11118Itas occurredon s,mallportions of the property. An old dirt access road extended from the present terminus of South 149 Streit to the eastern edge of Tract 99. 206.417 7640 Plat of Faster Rif& .• Tukwila, Wohiettiau • • • . • • "..? " CeoteeleilealS 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 haaard reconnaissance to gain information about the it 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 Inrlicated 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 .estimatieglocations from known site features shown on a topographic survey presented on a conceptual grading Tian prepared by PAC-TECH Engineering, Inc., identified as "Plan. C" and dated2/5/91, 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 conclusions 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 sub- e conditions between field explorations is necessary. It should be noted that differing subsurfaee 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 appropriatethanges. 3.1 Exploration Pits The exploration pits were excavated with either a rub'ber-tired, tractor-mounted backboe or a track-mounted excavator. The pits permitted direct, visual observationof subsurfiree conditions. Materials encountered in the exploration pits were studied and classified in, the field by an engineer or geologist. All exploration pits were backfilled innnediately after examination and logging. Selected samples were then transported to the laboratory for further visa Classification and testing, as necessary. 19532 le Avenue NE Gary A. mowers, PLIC &wank Washington 98155-1106 3 206-41/-7640 Plat ciFoster Ridge Tukwila, Washington 4.0 SUBSURFACE CONDITIONS 4.1 Stratigraphy Unit I - Pill Unit 2 - Weathered/Disturbed Zone Unit 3- Pre-Vashon Lodgement Till (?) 19532 12 Avenue NE Gary A4 Flowers, PUG Shoreline, Washington 9815541015 4 GeotechidealtSeridee.7 Root Subsurface conditions at the project site were inferred from the field extilorations accomplished for this study, visual reconnaissance dare site, and review of applicable geologic literature. As shown on the field logs, the exploration pits generally encountered fill and weathered/disturbed materials overlying glacially consolidated till, silt, and sand. Four ens were distingeished 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 schematit geologic cross sections (Figures 2, 3, and 4). Fill (material not naturally placed) was encountered in EP.I, EP4,.EP-5, EP EP-11, EP-12, and EP-16 and generally consisted of loose, moist to wet, brown, silty, fine sand or soft to medium ale& wet, brown, sandy silt. The fill materials were either plated &reedy over an old topsoil horizon or mixed within and in some cases includeditot 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 materials were encountered in .all of the exploration pits except EP-3, EP-9, and EP-12 and generally consisted of soft to stet, moist to wet, mottled gray to brown, sandy silt to silty, fine sand with scattered gravels, and generally ranged in thickness from about I to 4feet. Unit 2 materials were unsorted and unconsolidated, and generally appeared weathered and disturbed. These materials are interpreted to be colluvium, which is gravity tranSported raiterial derived from upsiope areas. These materials are also considered unsuitable for structural support Unit 3 sediments were encountered in all of the exploration pits except EP-I, EP-8, EP-9, and EP-13 and generally consisted of dense to very dense, moitt, mottled brown: fine sand matrix with an unsorted mixture ralP gravels. In EP-10, the lodgement till was. higlily weathered and was judged to be in a medium dense condition. The thietnw of Unit 3 sediments ranged from about 1 foot in EP-7 to over 1.1 feet in EP-14, and were eneouattifed as Wallow 44'3 feet in EP but in excess of 10 feet in EP Unit 3 sediments have been 'tentatively intergeted to be pre-Vashon age lodgement till deposits, and appear to onformably overlie Unit 4 deposits. These sediments were deposited at the sole of the advancing ice sheet which muffed in a 2045-417.7640 : ' "",.'!. • Plat of Foster Ridge Tukwila, Washington Unit 4- Diantictic Silt geoteehriletil Servitatlefiort material possessing relatively high strength, low toMpressibility, and low permeability characteristics. Unit 3 sediments are considered suitable for structural support. Unit 4 sediments were encountered in all of the exploration pits except EP-14 and EP45 at depths ranging from less than 4 feet to over 18 feet below the existing ground stuface. 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-gry 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 ice sheet damned northerly flowing drainages. Unit • 4. sediments are considered suitable for structural support. 4.2 Hydrology Ground 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 1perched" water table which forms during wet periods of the year atop the till and slit sedinteats..((Jnits 3 and 4). Perched water occurs when surface water infiltrates down through relatively permable soils such as Units I and 2 and becomes trapped or "perched" atop a comparatively iMpenneable 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 till 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. II. GEOLOGIC HAZARDS AND MITIGATIONS 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. 50 SEISMIC HAZARDS AND RECO ED MIT 0 TI Earthquakes occur in the Puget Lowland with great regularity. The yaSt make* of these events are small and are usually not felt by people. However large 'earthquakes do occur as evidenced 19532 12 Avenue Nil Vary A. Flowers, PLLC. Washington 98155-1106 . 5 206-4174640 Plat of Fostor Ridge Tukwila, Washington 5.1 Surficial Ground Rupture 5.2 Seismically Induced Landslides 19532 12 Avenue NE Gary A. Flowers, PLLC Shoterint Washington 95155.1106 6 Oadahnictil Servias by the 1949, 7.2 magnitude event and the 1965, 6.5 magnitude event The 1949 earthquake appears to have been the largest in ibis area during recorded history. More recently, the Puget Lowland experienced a moderate 54 magnitude event in the spews 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 73 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 mines are interpreted to be thrust faults with steep dips (60° to 70°) near the surface which flatten to 1r to 25° at depth. The Seattle and Tacoma faults are part of a series of surface manifestations of a tiorth.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 tuaards associated with large seismic events: 1) surficial ground rupture; 2) seismically induced landslides; 3) liquefaclioe; and 4) ground motion. The potential for each of these hazards to adversely impact The proposed project is 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 existing geologic data, that the risk of surface rupture impacting the proposed project is low. The fill material and the weathered/disturbed zone (Units land 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 dopes. The steep slopes on the northeast and east sides of the property. (northeast and east of Thict 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 206411-7640 Plat of Poster Ridge Tukwila, on 5.4 Ground Motion CeoiicdIr 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 Amniotic silt Units 1 and 2 will be substantially removed andior mitigated during construction such that they will present little to no liquefaction potential. 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 Recommendatinas section of this report, -would be caused by the intensity and acceleration associated with the event andnot any of the above itapacts.. As per the 2003 International 'Building Cede, Table 1615.1.1, the isublect sitcis dethaed as Site Class D. Structural design of the buildings should follow this site elass 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 involite `Units 1 arid 2, and is considered to be moderate due to the presence of near ground water and the unconsolidated nature of the materials. The steep slope areas northeast and east of Tract 99 are considered to have a hig 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 diamietie 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 medium dense condition of secliMentsobserved 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 outhese steep slope areas. 19532 12°' Avenue NE Gary A: Flowers, PtiLe. Shoglint. wamagton 981554106 7 2045417.7640 Plat tfFasrerRldge Tukwila; Washington 7.0 EROSION HAZARDS AND 1VIMGATIQN saeolechiticolSetvto ar Report 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 fully controlled and directed away from or to the bottom of sloping areas. All storm water from impermeable outfaces must be collected and tightlined into a suitable storm water drainage system. M no time should fdi be placed on or above steep slopes. Grading on or around slopes should be reviewed by a representative of this firm prior to design completion, Uncontrolled fill near or over tops- of slopes may promote landslides or debris Mows. In no case should any moderate or steep slopes be undercut unless a suitable retaining structure is constructed. The encountered surficial sediments, as well as sediments at depth, ;possess a h gh potential for erosion even on gentle to moderate sloping areas, when subjected to concentrated flows. To mitigate the erosion hazard potential and off-site sediment disport, we recommend That all storm water from impermeable suffixes, irieluding ftradvvays and rum, should be tightlinedinto approved storm water facilities. Uncontrolled discharge fro the impenneab3e surfaces should not be allowed to Dow across the site sediments. A tend orary sediment ciitehinent fticility should be constructed to intercept sediment eroded during the construction phases of the 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/at fences. Large- scale clearing should be avoided and as much of the natural vegetation on the slopes as is possible should be left intact. Construction should proceed during drier periods of the year and areas stripped of natural vegetation during construction should be replanted as soon as possible or otherwise protected. If construction occurs after November l and before April l exposed ground should be covered with mulch and additional temporary drainage control may be reconendecd as necessary. M. DESIGN RECOMMENDATIONS 8.0 INTRODUCTION The explorations indicate that, from a geotechnical standpoint. 1 is suitable for the proposed six lot development provided the risks . discussed are aeceeted and ther+eco contained herein are properly followed. The existing fill soils. and the materis1s in the 19332 Avenue NC Cary A. Flowers, PLLC. Shoreline. Washington 98155.1 8 206417.7640 Plat 4Foster Ridge Tukwila, Washington 9.0 SITE PREPARATION 19532 12 Avenue NE Gary A. rtowers;PLIX. Shoftline, Wrwillnetan 9U53-11O6 9 Geo:teak:it &Africa Row weathered/disturbed zone as described herein, are not considered suitable fbr 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 constructor' wilt 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 basonent structures are not utilized, or where basement excavations do not penetrate to beating soil, it will be necessary to deepen foundations to suitable bearing soil. Old foundations that may be encountered on the site, which are under building areas or not pat of future plans, should be reraoved. Any buried trtilities sboOld be remove•or relocated if they are under building areas. The resulting depressions should be backfilted with structural fill as discussed under the Structural Pill section. Site preparation of planned building and road/pad ang 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, surneial soils exist due to grubbing operations should be considered as U to the depth of disturbance and treated as subsequently recommended for structural fzlt 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 pockets may exist and the depth and extent of stripping can best be determined in the field by the geotechnical engineer or engineering geologist When overexcavatien and dripping is completet4 we recommend that road and parking areas be proofrolled with a fully loaded, tandem tete dump truck to identify any remaining soft spots. Soft areas should be further overexeavated 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, Piecing whigh sigengat woven geotextile fabric such as AMOCO 2002 or approved equivalent,. and haddilling 'with approved structural fill. The geotextile fabric should be placed as pet man recommendations. The structural fill should be placed in accordance with the retommeedations presented in the Structural Fill section of this report. 206417-7640 Plat of Foster Ridge Tukwila, W!ashh tan Prior to paving, all roadways should be proofrolled as. descriVed 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 haekfilled with structural fill. 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 rook 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 aidin 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 fill 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 sti f 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 recornpacted to at Least 90 percent of the modified Proctor maximum density using ASTR+t:D 1557 as the standard. Ifthe subgrade contains too much moisture, adequate recompaetion may be difficult or .impossible to obtain and should probably not be attempted. In lieu of recompaction, the area to receive fill 19532 I2" Avcnuc NE Gary A. Ftawers, I'LLC. Shor tbiq Wntlrigton 98155 -1106 10 '. . • ,GEoteelatitalRerviees Report 206417.7640 1 Plat ((Foster Rid Tukwila, Washington should be blanketed with washed rook 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 as non- organic soil, acceptable to the geotechnical engineer, placed in maxitnum 8-inch loose lifts with each lift being compacted to a min' imnm of 95 percent of themodified Proctor tnaxhnum density using ASTM:D 1557 as the standard. In the cage of roadway and utility tteneh 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 21-1:1V. 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 1ilI h.ould 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.Jsensitive, and were well above their optimum .moisture content at the time dour field exploration.; Even during summer months, itis 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 still 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 ttuniber of in-place density tests should Mao 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 petft5intance 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 naturat soils of Units 3 or 4, or structural fill placed as previously dt.s.' cussed,: We recommend-that an allowable bearing pressure of 2,000 pounds per square foot (psf) be tildlY 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 Aveau0148 Gary A. Vtowers, PLEC Shoreline, Wasbington 98155 11 Geotechnieal Services Report 206417-7640 1 Plot of Faster Ridge Tukwila, Washington 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 ort 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 GeatechnklaiSei'iik sReport 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 sot 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 slabAonngrade. 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 subgtade should be covered with 4 inches of pea gravel to act as a capillary break. The pea gravel 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. 13,0 LATERAL WALL PRESSURES 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 01 percent of their height, may be designed using an equivalent fluid equal to 40 pounds per cubic foot may. Fully restrained, horizontally backflled rigid walls which cannot yield should be designed for an equivalent fluid of 60 pcf. Surcharges from sloping ground, adjacent footings, heavy construction egUipment, 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 uniferne'borizontal backfill consisting of imported sand and gravel compacted to 90 percept of ASTM:D 1557 with a blanket 19532 12 Avenue NE Gary A. Flowers,PLLG Shoreline. Washington 9S S5 - 1106 12 205-4174640 Plat 0/ Foster Ridge Tukwila Washington 14.0 DRAINAGE CONSIDERATIONS 19532 12 NE 13 OeateehnicalServi *kW drain of washed drain rock imm 'ediately adjacent to the wall. in lieu ofpkteing 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 soil containing less than 5 percent passing the No. 200 sieve, based on the minus No. 4 sieve fraction. Alternatively a geotextilothainage mat, such as Wed/rain, Incur/rain 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 backfill as this will increase the pressure acting on the wall. A lower compaction/nay result in settlement behind the wall especially if any structures (sidewalks, landscape walls, stairways, patios, etc) will be placed atop the backfill soils. As indicated previously, both shallow perched water and. ground water within sand beds of Unit 4 will likely be encountered during construction. Traffie:across.the on solls, when they are damp or wet, will result in disturbance of the otherwise firm stratwn. 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 summer 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 gavel. The level of the perforations in the pipe should be set approximately at the bottom of the fhoting and ihe drains should be constructed With suffiient gradient to allOW gravity discharge -away from the building. In addition, if select, free backfill is not-used, retaining walls should be lined with a minimum 12-inch thick washed gravel blanket or geotextile drainage mat4hat extends to within 1.5 feet of ground surface and which ties into the footing drain. Itoof andsurface runoff should not discharge into the footing chain system but Should .be handled. by a Ite,parate tightline drain. In plannhig, exterior grades adjacent to -walls: should be stopedclownward 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 1 lbOt into the dense, relatively impermeable soils. A rigid, perfointect PVC pipe should be.placednear the .bottern.of the trench, embedded in washed drain rock, The pipe should 'have sa4ient slOpe.to• dainty gravity and the water should be directed into an approved. storm drainage fttility. Asper 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 thawetland in Tract 99. tary A. Flowas, Shoreline, Washington 981554103 206417•640 1 Plat of Fasts r Ridge Tukwila, Washington Respectfully Submitted, Principal Engineering Geologist REFERENCE 19532 12th Avenue NE 14 'Gary k Flowers PLLC: . Shoreline, Washington 98155-1106 Gary A. El ers, P.E.G. Robert M. Pride, P.E. Geotechnical Engineer • • • Geciechnieal Seivices.ROpOPt 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 connect the detention vault to an existing catch basin on private property north of the subject site. Installation of the HOPE 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 geotechnical engteering 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 beconte apparent. We have enjoyed working with you on this study and are corfdent•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. Attachments: Figure 1, Site and Exploration Plan Figures 2, 3 and 4, Schematic Geologic Cross Sections AA', 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. 206-417-7640 4584 42 5 *ES m Efr utt OP-1 Approxinfeetocasalofexpioratrompit *tots sectlea REFEctetce PENHALIEWN ASSOCIAUS CONSULTING. ENGINEERS.INC.. 713104 A"PPOkniAt • GAItY A. FLOWERS, PLLC SITE AWEXPLORATION FOSTER RIDGE SHORT PLAT TutawitiNitsitiliGioN FIGURE 1 DATE 1001 PRO/ NO 06.005 •-. • • ....A • 2* SCALE 1141'Ftet . r 1 10041 111 NOLILVAB111 A ihi gTht) l enZieri iarmwvi P ccameairsin 9661103111030 v9ozwAyl:0 • MAIMIDIM 1 ' 11011.039 SSW* 0190103e owisEnoS e alma neemstow-pon stmounretw-s 41W1 gextromposocvpinkaana 4 41411 JS3M 1 eillWattgi NMI 4M.tinialYAM 19532 12 Avenue NE Plat ufPo.terRidge le aSei iees Repast Tukwila, Washington APPENDIX A EXPLORATION 1 O • Gary A. Flowers, PLLC. Shoreline, Wathingtoit 98155.1106 2064114640 _ Dense becoming very dense, moist, mottled irate', t3iity, fife sand matrix with gravel and cobbles (L>tdgemt nt l 11 �. Unit 3) Hord, moist, blue -grey, silt, diaiictic upper 1'. 2'+ boulder at approximately 7'. (Unit 4) 13011• 0 12' • Note: Minor seepage at approximately 2'-3'. No caving. . - . Loose, wet, dark brown, silty, fine sand 1v3th occsaional graves, acme ed toots. (Pill) Overlies approximately 1' •thlait red toil 11 i2nn. _Ottit_,11 r _. ® Medium at ff to stiff, vet, mottled grey, Bendy stilt to silty, fine .and, _ occasional gravel. Weathered/ distu rbad tomb. __Minor * atex .-- -,.._- seepage at approximately 5', (Unit 2) • Very stiff becoming hard, moist to wet, grey, aandy site to silty, fine sand. Grades to hard, wet, blue -grey silt with trace to some clay, occeeional, dropstones. Some brocciatad /sliekene ded rauJrfaces, biamictic lenses and lnterbeds of fine sand. from 12 (Unit 4) 8 0 H @ 1 4 ' ,. Noto: Minor to moderate seepage at app o" y 5*. No saving, 1 0 NUMBER Iwo 10 16 0 NUMBER EP 6 10 FOSTER RIDGE TUKWILA, WASHINGTON EXPLORATION SEDIMENT CE8CRl}o' tor4 SEDIMENT DESCRIPTION Subsurface ocri&llorw depicted reproseni our obsgrvertOne M the time end taeedghl f:`d1N eutplatetary hob; reedited br fteel6glo Interpretation enpleeerina analysts, end Mrd peentc "troy ore not neceienrtiy reptetteiteiN &Of fitt ribnes ar►dbeettolw, WO ti O not accept reeperistbility tot the uce or btteepietatian by others of Mfarlttntton iparteifideti #lilt 6296A .JAN t1:9 9 • _thi WW Topsoil. • Loose to medium dens wet, mottled brown .s ty, fine nand with ,gravel., ��_ e ed unsort, Uteathered1,�U`dt;rb0,d_ZofOt. (T at _ __ .,• Loose, wet, dark brown, silty, fine sand 1v3th occsaional graves, acme ed toots. (Pill) Overlies approximately 1' •thlait red toil 11 i2nn. _Ottit_,11 r _. ® Medium at ff to stiff, vet, mottled grey, Bendy stilt to silty, fine .and, _ occasional gravel. Weathered/ distu rbad tomb. __Minor * atex .-- -,.._- seepage at approximately 5', (Unit 2) • Very stiff becoming hard, moist to wet, grey, aandy site to silty, fine sand. Grades to hard, wet, blue -grey silt with trace to some clay, occeeional, dropstones. Some brocciatad /sliekene ded rauJrfaces, biamictic lenses and lnterbeds of fine sand. from 12 (Unit 4) 8 0 H @ 1 4 ' ,. Noto: Minor to moderate seepage at app o" y 5*. No saving, 1 0 NUMBER Iwo 10 16 0 NUMBER EP 6 10 FOSTER RIDGE TUKWILA, WASHINGTON EXPLORATION SEDIMENT CE8CRl}o' tor4 SEDIMENT DESCRIPTION Subsurface ocri&llorw depicted reproseni our obsgrvertOne M the time end taeedghl f:`d1N eutplatetary hob; reedited br fteel6glo Interpretation enpleeerina analysts, end Mrd peentc "troy ore not neceienrtiy reptetteiteiN &Of fitt ribnes ar►dbeettolw, WO ti O not accept reeperistbility tot the uce or btteepietatian by others of Mfarlttntton iparteifideti #lilt 6296A .JAN t1:9 9 • _thi WW 1 0 NUMBER Iwo 10 16 0 NUMBER EP 6 10 FOSTER RIDGE TUKWILA, WASHINGTON EXPLORATION SEDIMENT CE8CRl}o' tor4 SEDIMENT DESCRIPTION Subsurface ocri&llorw depicted reproseni our obsgrvertOne M the time end taeedghl f:`d1N eutplatetary hob; reedited br fteel6glo Interpretation enpleeerina analysts, end Mrd peentc "troy ore not neceienrtiy reptetteiteiN &Of fitt ribnes ar►dbeettolw, WO ti O not accept reeperistbility tot the uce or btteepietatian by others of Mfarlttntton iparteifideti #lilt 6296A .JAN t1:9 9 • _thi WW NUMBER 0 6 10 18 5 10 mean CCE2, 4Nc NUMBER BP-4 15 3 FOSTER GE `I UKWILA, WASHINGTON SEDIMENT DESCRIPTION EXPLORATION N 'ii LOG SEDIMENT OESCRIPT'ICN Subsirieoo eonditione deplated taproot:di our o eeivettorte, at Ow tti ii o and 10 atitiit. et tilirestrilarofell liakThekittlett by ogte bterpretntton, enttineelkia analysts, end judgme4 they ate not neoo5 aitiy rapretterrettve , t o trod boo11ortp, Wo wltl trot except responsibility for the we of Interpretation* other° of IfOifitatikiti prawitrrtadtolt ttilotirp f 9829!A IJAT UA . iS971 Soft to medium tiff, wet, brown, sandy silt to silty, fine sand, some root debris. (Pill = Unit 1) Overlies approximstoly 1i' thick topsoil. horizon. , saturated, -- -"-- Soft to medium eti , mottled, blue -fey, sandy silt to silty, fine send, ocraeioael gravel, unsorted. eathsred /diituibel one. i � Water - setnene kappxoximately t_- _. Dense becoming very, dense, moist, mottled bztdwn, Silty, fist and matrix 1 4 0. Br v_61, and cobbles,,__ uneo rted .... ,. (Lodxemont_ Till Un t _s)_ a , .. .. , Vet stiff to hard, wet, blue -grey silt w t1 fine stand interbeds.. Mi:iror seepage at approximately 8'. (Unit 4) BON 0 15' Not Minor seepage et approximately sit no caving NUMBER 0 6 10 18 5 10 mean CCE2, 4Nc NUMBER BP-4 15 3 FOSTER GE `I UKWILA, WASHINGTON SEDIMENT DESCRIPTION EXPLORATION N 'ii LOG SEDIMENT OESCRIPT'ICN Subsirieoo eonditione deplated taproot:di our o eeivettorte, at Ow tti ii o and 10 atitiit. et tilirestrilarofell liakThekittlett by ogte bterpretntton, enttineelkia analysts, end judgme4 they ate not neoo5 aitiy rapretterrettve , t o trod boo11ortp, Wo wltl trot except responsibility for the we of Interpretation* other° of IfOifitatikiti prawitrrtadtolt ttilotirp f 9829!A IJAT UA . iS971 - Topeo .3.. • -- -"-- Dense becoming very dense, moist, mottled 'I e►4n, a i tit, fine sand matrix E with gravel and cobbles, untfortad.. (Lodgement 'fall - Unit 3) Hard, moist to Wet, blue -grey, silt with interbedg of fine sand. Some brecciated, alic cons1ded turfaca_s. Moderate water flow from fine sand. Dense at approximately 14', (Unit 4) B � Note: Moderate water flaw at apprroximataly 14'. No caving. NUMBER 0 6 10 18 5 10 mean CCE2, 4Nc NUMBER BP-4 15 3 FOSTER GE `I UKWILA, WASHINGTON SEDIMENT DESCRIPTION EXPLORATION N 'ii LOG SEDIMENT OESCRIPT'ICN Subsirieoo eonditione deplated taproot:di our o eeivettorte, at Ow tti ii o and 10 atitiit. et tilirestrilarofell liakThekittlett by ogte bterpretntton, enttineelkia analysts, end judgme4 they ate not neoo5 aitiy rapretterrettve , t o trod boo11ortp, Wo wltl trot except responsibility for the we of Interpretation* other° of IfOifitatikiti prawitrrtadtolt ttilotirp f 9829!A IJAT UA . iS971 0 5 0 NUMBER 10 16 NUMBER BP-6 5 10 15 FOSTER RIDGE Tuicwiuk, WASMINVON EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIMENT DESCRIPTION Subsurface oon414046 depleted teproite81 outobsoilabro . 61106'0166 0E416665124HW 620610161 hold atedned by 001W* Interpretation, enebioeflkt ndy, caxi ludgesen14 Toy are IVA neoo,�y ITiptittitilath) 611 61001 new Ant 106611610). we ikenot accept rettoostatity to the AM Of bttia41161000h*viniot al [WM iiiiiiii $0666616tC01110111402. 0E16206A. JANUARY 1997 Also !Ekon% INC Soft to medium stiff, wet, brown, sandy silt to silty, fine sand, 'ISOM root debris. (Pill - Unit 1) Overlies approtimaely l' thick topsoil horizon. Medium stiff, mount t wet, tn tt.ea brown, sandy silt to silt , , fino 'eland, scattered gravel. Weathered/dieturbed zone. (Unit 2) Dense becoming very dents, moist, mottled brown, silty, fist sand matrix with gravel and cobbles, unsorted. (Lodgement Till - Unit 3) Hard, moist to U8t, blue silt with fine sand intetbeds. (Unit 4) BION 0 14' Note: Minor to moderate water as page at approximately V. No caving. - ---- ---- - - 0 5 0 NUMBER 10 16 NUMBER BP-6 5 10 15 FOSTER RIDGE Tuicwiuk, WASMINVON EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIMENT DESCRIPTION Subsurface oon414046 depleted teproite81 outobsoilabro . 61106'0166 0E416665124HW 620610161 hold atedned by 001W* Interpretation, enebioeflkt ndy, caxi ludgesen14 Toy are IVA neoo,�y ITiptittitilath) 611 61001 new Ant 106611610). we ikenot accept rettoostatity to the AM Of bttia41161000h*viniot al [WM iiiiiiii $0666616tC01110111402. 0E16206A. JANUARY 1997 Also !Ekon% INC Topsoil. Medium stiff, motet to wet, mottled 'brown, naUy niJit to silty, fine Dense becoming very dense, motet, mottled brown, silty fine sand ustt 2 with gravel and cobbles, unsorted. (Lodgement Till - Unit 3) • Hard, wet, blue-grey, silt with fine sand interbsta and 184004. (ravel zone at approximately 12' with moderate water flow, (Unit 4) 80H II 15i . . Note: Moderate water flow at approximately,12'; n taVing. ------- 0 5 0 NUMBER 10 16 NUMBER BP-6 5 10 15 FOSTER RIDGE Tuicwiuk, WASMINVON EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIMENT DESCRIPTION Subsurface oon414046 depleted teproite81 outobsoilabro . 61106'0166 0E416665124HW 620610161 hold atedned by 001W* Interpretation, enebioeflkt ndy, caxi ludgesen14 Toy are IVA neoo,�y ITiptittitilath) 611 61001 new Ant 106611610). we ikenot accept rettoostatity to the AM Of bttia41161000h*viniot al [WM iiiiiiii $0666616tC01110111402. 0E16206A. JANUARY 1997 Also !Ekon% INC 0 5 10 15 NUMBER EP 5 10 15— NUMBER 400 .111 Subsurface aundatens depleted represent as (*sweater= at the ifice Land iscaticise) exateralatiflaiiise.ateditkidby geo1oate kthopretatlo a. ohetlaaarktil eeefrielb. end itttszcat. They aro not nacassatily repr�thov ftratittiidkeeitotta, We Wtiltiat moot resperattbatir for the meet trearpretailefstvethare of feforauttlanwasteifeirea FOSTER RIDGE TUKWILA, WASHINGTON E'XPLORATION 'Pri LOG SEDIMENT DESCRIPTION SE:DIME:WI* DESCRIPTION G96.206A. VARY oArE0 Net, INC , .1 Medium stiff, moist to wet, mottled brown, sandy silt to silty, fine sand, scattered grovel. Weathered/disturbed 40110. (Unit 2) Dense becoming very dente, moist, mottled brown, silty fine sand matrix with ave1 and obbies un e tad ame - 1 n Dense, wet, brown becoming blue-grey, fine Sand, atitedousi overlying hard, motet to wet, blUe-grey, silt, diaMiCtic. Witter swags in sand lease. (Unit 4) SOH 0 11' Note: Moderate water seepage at approximately 6'. Kb caving. Role terminated due to boulder into at 11'. 0 5 10 15 NUMBER EP 5 10 15— NUMBER 400 .111 Subsurface aundatens depleted represent as (*sweater= at the ifice Land iscaticise) exateralatiflaiiise.ateditkidby geo1oate kthopretatlo a. ohetlaaarktil eeefrielb. end itttszcat. They aro not nacassatily repr�thov ftratittiidkeeitotta, We Wtiltiat moot resperattbatir for the meet trearpretailefstvethare of feforauttlanwasteifeirea FOSTER RIDGE TUKWILA, WASHINGTON E'XPLORATION 'Pri LOG SEDIMENT DESCRIPTION SE:DIME:WI* DESCRIPTION G96.206A. VARY oArE0 Net, INC 0 0 6 10 16 1 Forest ttufi; _'Soft,, moist brown grading to gray, . fine, sandy SILT (01, 2) 10 15 Number EP-8 Stiff grading to very dense, moist, gray, silty, floe SAND with some: fine to medium sand tenses; weathered i -11l' to 6'. (UNIT 4) BON 14' Note: Slight seepage at 6'; no caving. Number EP-9 Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washi 98033 Phone: 206427- 01 Fax: 206427 5424 EXP 8 • Soft, moist, brown, tine, sandy S11.1; many roots to it4: diameter. (I III - UNIT 1) Forest duff. Medium dense, moist, brown, silty, fine SAND with some medium sand tones. IOW 4) BOW a!)16' Note: No seepage; no caving. Pit located et top of scope: slope alas bowed heath sumttinisoemndWcna dgblod topectordouroboavol(ani Igelmo and Iocothn ►holt; tnmepratattan, oni tntelto0 on** oad pIdptnent 1'M hoot mom* riponaolibookatiremoloodlotaitoto accept o0►t rdorptetallonby 0ttidteotttdercritao towed emboli* aovi owed By an foster Rid.60. [�s - OMnston r 0:98298A ber 1:996 Forest duff. Loosattok moist to wet. brow% Atty. tine SAND to fink body QM OM 2) Medlin dense, mobt, brown with mot:111ft silty, fine. SAND (Weathered Iiii): below 8' lenses at amuse sand and (not occasional Waders to 18" diameter. (UNIT 3) Dense, damp to mold with depth; thtbrown, slily, thte SAND. (UNIT 4) %TIE itr seepage no caving. i Forest dttft Loose/soft, wet dark brown grading to brown, silty, tine SANDtotne, sandy SIM UNIT 1(UNIT 2) Medium dense becoming dense With depth, moist to wet, brown grading to .grawelity, lite SAND Witt Softie coarse sand, trace gravel. (UNIT 3) Dense, wet, gray, silty, fine SAND, trace gravel and dropslonaa (uN)r4) • . . . 1301.4 (§) 18' Nolo. Medium seepage at V.; attar:eying due tot ea ,.. : 0 6 10 0 6 10 aft 16 Number EP-10 Associated Earth Sciences Inc. 911 Fifth Avenue Suite 10 Kirkland i Washington 98033 Phone: 208-8274701 Fax: 208-827-5424 • EXPL TION PIT LOG Number EP-11 Subsatzeuttaktuk &Wad taptestuil ettb arittioditott WOO bolk ittiatitift bterptabillomuttiaitv what, bM fit �t itiiiiiiiiitpliateitlialiviatailulatillatataiii accept rftottithIllty hit tho u crW vatatAlid Oft thtio Rated By r womlowrawiamiliiiiumewto,wai•• PostorR1 Thkw1IWS Projecl Ho. 6962911A December 1986 1 0 6 10 16 0 6 1 0 15 Dense to very dense with depth, moist to wet, greenish-gray, silty, dine to medium SAND, trace g rnveL (UNIT 9) Dense t motet mottled brown SilV;_ find SAND with too:Lowel ljNiT3) Very dense, ntolsta bluish-gray, silty, fine SAND to fine, Bandy SILT with trace gravel and with lenses offine sand with some gravel. (lila 4) 1 Forest duff, Soft, moist to wet dark brown, silty, fine SAND, trace gravel; occasional dropstartes to 9° diarriater. (FIII - UNIT 1) BOH @ 16' Note: Slight seepage at 3' and 8'; no caving. Number EP-12 Number EP-13 nunciiitnco onnnitIonn deptdad tapionnin absentinn Offintittin bnoidoulabributwoorriroymeittogritlly gentogin InintpunatInn, 000001tnn etintintn, end Liftman ilk* noottottly ropottiliOnonfinhiiiiiannitia AN Wraniffinci aanopinmponallIti fathom ar intanikinallOn by Onlarn dtbronnallanjennenlivi on No ton Associated Earth Scienr..es„ In 911 Fifth Avenue, Suite 100 Kirkland, Washingqn 98033 Phone: 206427-7701 Fax: 208-827-5424 ) • Reviewed orest duff. Soft, moist to wet, dark brown grading to light brown, silly, line SAND. (UNIT 2) Very dense, moist, light brown, silty, fine SAND with some dropstories, (UN)T 4) Grades to very hard, moist to wet, gray, silty, fine SAND to fine sandy SILT, 110r119 allakeAslde surfaces. (UNIT4) BOH @ 18 Note: No seepage; no caving. :Fostkrilidge • Tukvvilk.W011ngton :Project:Nth 0:96296A . Debetnbet 1996 -1 Forest duff .. Loose, moist to wet,, dark brown grading to tight brown, silty, firmaAND (UNIT 2) Dense to very dense, motet, tight brown, silty, fine SAND. (UNIT g) • @ 12' to 13' tense of medium to coarse sand with silt, BOH@16' Note: Moderate to rapid soonest 12; no owing, 1 0 6 10 15 0 6 NMI f=orest dug, Loose becoming dense, moist, dark brown grading to light brown, silty, fine SAND. (Liter 2) Vary dense, motet, light brown, silty, tine AND breoclatod. (UNIT 3) ® 8' to 9' Tense of coarse sand and gravel eg 12' to 12-112' tense Ovary dense, motet gray, edify, tine sand. 7- BON t@ 15' Nate: Seepage t 1', 4', and 8; no owing, Number EP -15 10 15 Number -14 subsuexe oondWdne c r o s a n d t p i e s m u out otsdNveitotiat Co isootind Italia of ell OksittishROXISAal if i l *4O00 Isisrpsalabn onpOsitio outailltuotakdOUoiltolittOODI ne erbtftptli radteY 'c' WoeiiGho1 =apt rorpouts* WAG use W titrpratatlonby OOte I ctlnlbrmetidn gadded oh 04 10 Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washin on 98033 Phone: 206.827. 1'01 Fax: 206.827-S424 EXPLcRA PIT LO fl • novtato lay Ostend Awn a bin tofu ject o. G9 298A December 1998 1 Forest daft Sot loose betomtng dens% motet to wet, darn brown.gluttttig b itgfit btwn, matttatt, Bitty. too SAND to fine sandy Slti: tt1NIT1IUNIT 2 Dense to very dense, moist, tight brown, silky, fine SANDwith soma gravaIwiith depth. 01 tT 3) a 11` to 12'tense of btowm medium sand, Vein dense, moist to wet. brown,stity ftne SANG, (UNJT4) BM( @18' Note: Slight seepage at 11' to 12 no caging. 0 15 6 10 _._. 6 — 10 _ 16 — Number EP -16 Number • PIT Subsusince contlitmdanlantinganatnInigobsewillOninihn WoadIntakeoI Ns tinin Hfadi Ogotnplo bdetprotottom optimist* conbsla, andNdpntsni: 1twaie+ioinegaesartinp+nsanfiibwo nt r ihlevAh+St a oaptresponstauty farina we or b otion others ei tintbrmatloa frannritad on thistge Associated Earth Sciences„ Inc. 911 Fifth Avenue, Suite 100 Kirkland, WashI an 98033 Phone: 206- 82`7"01 Fax: 206 - 827 -6424 - logo dap 'U a,. Washington Pitted No1.496296A December 1996 Armored By `° 04 -02 -2012 ity CHAD DETWILLER 3601 W MARGINAL WAY SW SEATTLE WA 98106 RE: Permit No. D08 -188 FOSTER RIDGE LOT 3 4601 S 139 ST TUKW Dear Permit Holder: -or- Marshall echnician File: Permit File No. D08 -188 1 Tt Department of Community Development 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 05/12/2012. Based on the above, you are hereby advised to: Jim Haggerton, Mayor Jack Pace, Director 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 05/12/2012, 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, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 Chad Detwiller Rehabitat Northwest, Inc. 3601 Marginal Wy S Seattle, WA 98106 City of Tukwila Department of Community Development Jack Pace, Director RE: Request for Extensions Rehabitat Northwest - 4601 S 139 St Dear Mr. Detwiller, This letter is in response to your written request for an extension to Permit NumbersiD:08t1I88•, M08 -105, and PG08 -117. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. A letter mailed to you on January 28, 2010 stated that no additional extensions would be grated and that inspections must be conducted in order for the permits to remain in good standing. Since that time no inspection were scheduled on the mechanical and plumbing /gas piping permit which resulted in both of those permits expiring on June 30, 2010. On the other hand inspections were conducted on the building permit (both Public Works inspections). After reviewing your request the Building Official determined that the previous decision stands with the caveat that a building inspection must be conducted before the expiration date of May 30, 2011 or the permit will expire. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, shall ician No. D08 -188 W:\Permit Center\Extension Letters \Denials\Permits\2008\D08 -188+ Permit Extension Denial #2b.doc jem Jim Haggerton, Mayor If you plan to move forward with construction then the expired permits will require a new submittal inclusive of the application, plans, and associated fees. Currently plans and permits are being reviewed under is the 2009 IBC /IRC. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 puil,clinti Neitihliurhuucls1Since 1986 April 28, 2011 Bob Benedicto Building Official — City of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 License #: REHM .6M— � 011 I DEVELOPME T cevakia / /1, --no ,404,04x T346-456 We would like to request an extension for the above permits connected to the Foster �� p Ridge Development. We closed on Foster Ridge Lot 4 on 04/28/2011 and the new owner looking to purchase Lot 3 as a vacant lot for additional yard space. In the event the new owner does not want purchase the vacant lot, we will proceed with building this permit. We are requesting a 60 day extension to the permit. RE: Permit Extensions: PG08 -117, M08 -105 Dear Mr. Benedicto, 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 Manager Rehabitat Northwest, Inc 4-etia ova c a r,taf0.4_, 04/4 . W908 - U(9-,J _ vT v \o clo‘ced \m-f -e41/4-19 3601 W. Marginal Way SW Seattle, Washington 98106 Steve Detwiller Builder /Developer Ofc 206.932.7355 Fax 206.933.7355 steveo rehabitatnorthwest.com 04 -01 -2011 CHAD DETWILLER 3601 W MARGINAL WAY SW SEATTLE WA 98106 RE: Permit No. D08 -188 4601 S 139 ST TUKW Dear Permit Holder: Sincerely, -or- Bill Rambo Permit Technician File: Permit File No. D08 -188 city of Tukwila Based on the above, you are hereby advised to: Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 05/30/2011. 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 05/30/2011, 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. 11-Q 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 lJ! November 24, 2010 Steve Detwiller Rehabitat Northwest, Inc. 3601 Marginal Wy S Seattle, WA 98106 Dear Mr. Detwiller, er Marshall Technician File' Permit No. D08 -188 RE: Request for Extensions Rehabitat Northwest - 4601 S 139 St This letter is in response to your written request for an extension to Permit Numbers D08 -188, M08 -105, and PG08 -117. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. If you recall, the last extension letter mailed to you dated January 28, 2010 stated that no additional extensions would be grated and that inspections must be conducted in order for them to remain in good standing. After reviewing your request the Building Official determined that the previous decision is to remain in affect. This request for extension has been denied and consequently the permits have expired on the dates as follows: D08 -188: November 23, 2010 M08 -105: June 30, 2010 PG08 -117: June 30, 2010 Due to the fact that these permits have expired, a new application inclusive of plans, specifications, and fees must be submitted. Currently plans and permits are being reviewed under is the 2006 IBC /IRC. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, 1 j W:\Permit Center\Extension Letters \Denials\Permits\2008\D08 -188+ Permit Extension Denial.doc jem Q Jim Haggerton, Mayor mmunit/ ID'eVelopment Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 e Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 November 22, 2010 Bob Benedicto Building Official — City of Tukwila 6300 Southcenter Blvd. Suite Tukwila, WA 98188 • • RE: Permit Exte sions: PG08 -117, M08 -105, D08 -188 Dear Mr. Benedicto, 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, Steve Detwiller President Rehabitat Northwest, Inc /1 ,totq.,4141 , c-h-izt. ,66tAic.f g' ca, ! W /l- Z3 -MO 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 building permit for this development. We expect to resolve these issues in the next 90 days. Mod - \ PGn-II1 ' axNd tp poi - 0 ) 1`. 1117- 10 -01 -2010 CHAD DETWILLER 3601 W MARGINAL WAY SW SEATTLE WA 98106 RE: Permit No. D08 - 188 4601 S 139 ST TUKW Dear Permit Holder: • City qf Tukwila epartment of Community Development Jack Pace, Director 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, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/23/2010. Based on the above, you are hereby advised to: Sincerely, Jim Haggerton, Mayor 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 11/23/2010, 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. Bill Rambo Permit Technician File: Permit File No. D08 -188 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 CHAD DETWILLER 3601 W MARGINAL WAY SW SEATTLE WA 98106 RE: Permit No. D08 -188 4601 S 139 ST TUKW Dear Permit Holder: -or- Sincerely, R Bill Rambo Permit Technician File: Permit File No. D08 -188 • City of Tukwila Department of Community Development Based on the above, you are hereby advised to: Thank you for your cooperation in this matter. Jim Haggerton, Mayor Jack Pace, Director 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, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 06/30/2010. 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 06/30/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 anuary 28, 2010 Steve Detwiller Rehabitat Northwest 3601 W Marginal Wy SW Seattle, WA 98106 Dear Mr. Detwiller, Sincerely, fer Marshall t Technician lty of Tu ,j ,n l Jim Haggerton, Mayor Department of Community Development RE: Request for Extension #3 Development Permit No. D08 -188 Mechanical Permit No. M08 -105 Pbg/Gas Piping Permit No PG07 -165 & PG08 -117 Foster Ridge, Lot 3 — 4601 S 139 St This letter is in response to your written request for an extension to Permit Numbers D08 -188, M08 -105, and PG08 -117. 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 your permits through June 30, 2010. Please note that there will be no further permit extensions will be granted towards these permits. From this point on these permits can only be extended via inspections being conducted. If expired, this project will require a new application inclusive of plans, specifications, and all fees. Please note that the second plumbing/gas piping permit referenced in your request (PG07 -165) does not require an extension — it was finaled on July 16, 2009 If you should have any questions, please contact our office at (206) 431 -3670. File: Permit No. D08 -188, M08 -108, PG08 -117, and PG07 -165 W: \Permit Center\Extension Letters\Denials\Permits\PG07 -165 Pennit Extension Denial.doc jem Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 a Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 rig"IVugliliorli'cii ) cIs sln'c� I,�fi(; " ".. City of Tukwila Dept of Planning and Development 6300 Southcenter Blvd. Suite #100 Tukwila, Wa. 98188 1-11-10 Ref; Permit # PG08 -117, D08 -188, M08 -105 and PG07 -165 • C. *im. cnitvlcl) Dear Ms /Sir, Due to difficult economic times in the home building business this project has been delayed. We would appreciate an extension of the permits listed above. Sincerely, Steve Detwiller- President Rehabitat Northwest, Inc. 3601 W. Marginal Way SW Seattle, Wa. 98106 RECEIVED JAN 12 2010 I ice a: REHABh'016M COMMUNITY n' bop ; Steve Detwiller Builder /Developer ofc 206.932.7355 Fax 206.933.7355 steve<'rehabitatnorthwest.com .A LL p Mtt3 1-14 lettatx at � t I SOLO f v ND ' fi11pep, Hat REIN -t • WooAEGC -� cs a3 Psi b 02-1 TAP "TV owam Oete) 1 g w 1.1 ---(1) TAzt-Akr Fes, DI/zyzoto 3601 W. Marginal Way SW Seattle, Washington 98106 CHAD DETWILLER 3601 W MARGINAL WAY SW SEATTLE WA 98106 RE: Permit No. D08 -188 4601 S 139 ST TUKW Dear Permit Holder: Based on the above, you are hereby advised to: -or- Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D08 -188 • City of 7'L1k1N1l • Department of Community Development The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. Jim Haggerton, Mayor Jack Pace, Director 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, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 02/05/2010. 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. In the event you do not call for an inspection and /or receive an extension prior to 02/05/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 July 20, 2009 Steve Detwiller Rehabitat Northwest 3601 W Marginal Wy SW Seattle, WA 98106 Dear Mr. Detwiller, Sincerely, ifer Marshall it Technician • CityofTu/. Department of Community Development Jack Pace, Director RE: Request for Extensions Development Permit No. D08 -188 Mechanical Permit No. M08 -105 Plumbing /Gas Piping Permit No PG08 -117 Foster Ridge, Lot 3 — 4601 S 139 St This letter is in response to your written request for an extension to Permit Numbers D08 -188, M08 -105, and PG08 -117. 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 your permits an additional 180 days from the original date of expiration, through February 5, 2010 as requested. If you should have any questions, please contact our office at (206) 431 -3670. File: Permit No. D08 -188, M08 -108, & PG08 -117 W:\Perrnit Center\Extension Letters\Permits\2008\D08 -188+ Permit Extension #2.doc jem • TT Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 i I3uilclin NeighhorhooclslSince "1986 Dear Ms /Sir, Sincerely, Steve Detwiller- President Rehabitat Northwest, Inc 3601 W. Marginal Way SW Seattle, Wa. 98106 License d: REHABN'016MA City of Tukwila Department of Planning and Development 6300 Southcenter Blvd. Suite #100 Tukwila, Wa. 98188 JUL 14 2009 Ref; Permit # PG08 -1 17, D08 -188, M08 -105 and PG07 -165 Due to difficult economic times in the home building business this project has been delayed. We would appreciate an extension of the permits listed above. - 7 -ot.•- • l) &O nV QYs 3601 W. Marginal Way SW Seattle, Washington 98106 a‘,/t,,Sweesdli „46 oWel Steve Detwiller Builder /Developer ofc 206.932.7355 Fax 206.933.7355 steve(n rehabitatnorthwest.com CHAD DETWILLER 3601 W MARGINAL WAY SW SEATTLE WA 98106 RE: Permit No. D08 - 188 4601 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 08/09/2009. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- Department of Community Development Jack Pace, Director 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 08/09/2009, 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, f rL r fYI Bill Rambo Permit Technician File: Permit File No. D08 -188 City of Tukwila Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Telephone: (206) 242 -9547 FAX: (206) 248 -1744 May 5, 2009 7&cfer° Za sfrib/ 96. 125, .76;79' Goun i Rehabitat Northwest Inc Re: Foster Ridge Development Mark Parsons Superintendent King County Water District #125 • SHANE YOUNG Office Manager P.O. Box 68147, Riverton Hts. Br. Office: 3460 S. 148th St. Ste. 110 TI KWILA, WASHINGTON 98168 If there are any questions; please call the District at 206 - 242 -9547. o o op I ‘ 1 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. larteEDIEZ COWCFritt!IMA MAY 0 . :009 PERMITCENTER MARK PARSONS Superintendent January 15, 2009 Steve Detwiller Rehabitat Northwest 3601 W Marginal Wy SW Seattle, WA 98106 RE: Request for Extensions Development Permit No. D08 -188 Mechanical Permit No. M08 -105 Plumbing/Gas Piping Permit No PG08 -117 Foster Ridge, Lot 3 — 4601 S 139 St Dear Mr. Detwiller, • • CityofTui 7a Department of Community Development Jack Pace, Director This letter is in response to your written request for an extension to Permit Numbers D08 -188, M08 -105, and PG08 -117. 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 your permits an additional 180 days from the original date of expiration, through August 9, 2009 as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, fer M2rshall it Technician File: Permit No. D08 -188, M08 -108, & PG08 -117 P:\Pemrit Center\Extension Letters \Pemrits\2008\D08 -188+ Permit Extension.doc jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 13uilclin ; NeighliorhoodsjSince "IJti(i City of Tukwila Bob Benedicto Building Official 6300 Southcenter Blvd Tukwila, Wa. 98188 -8548 Ref; Building Permit D08 -188 Dear Mr. Benedicto, I am writing this to request an extension to a building permit that we have been issued. Due to conditions outside of our control we have not been able to sell homes and therefore need more time to start and /or complete our projects. We are anticipating a great recovery in 2009 and are confident that things will return to normal in the market. Thank you for your consideration. Sincerely, Steve Detwiller, President Rehabitat Northwest, Inc. rmr a: RLHABN'076MA! CE1V �� JAN 12 2009 eva a gi cietyi et -/4 -t 3601 W. Marginal Way SW Seattle, Washington 98106 Steve Detwiller Builder /Developer ofc 206.932.7355 Fax 206.933.7355 steveo rehahitatnorthwest.com 1 -7 -09 �'�Gf v 0214 6/1 ° Old oll0 01 -02 -2009 CHAD DETWILLER 3601 W MARGINAL WAY SW SEATTLE WA 98106 RE: Permit No. D08 -188 4601 S 139 ST TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, xc: 'ter Marshall, 't Technician Permit File No. D08 -188 City of Tu eta Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 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 wrttin' and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/10/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 1 • June 4, 2008 Chad Detwiller 3601 West Marginal Way SW Seattle, WA 98106 RE: CORRECTION LETTER #1 Development Application Number D08 -188 Foster Ridge — Lot 1— 4601 South 139 Street Dear Mr. Detwiller, This letter is to inform you of corrections that must be addressed before your development permit 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 Planning and Public Works Department. At this time the Building and Fire Departments have no comments. Planning Department: Chris Beale at 206 433 -7141 if you have questions regarding the attached comments. Public Works Department: Joanna Spencer at 206 - 431 -2440 if you have questions regarding the attached comments. 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 -3670. Brenda Holt Permit Coordinator encl City of Tukwila Department of Community Development Jack Pace, Director File No. D08 -188 P:\Permit Center \Correction Letters \2008\D08 -188 Correction Ltr #1.DOC wer • • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1 DATE: APPLICANT: RE: ADDRESS: April 28, 2008 Chad Detwiller D08 -188 4601 S 139 St — "Lot 3" PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Chris Beale is the planner assigned to the file and can be reached at 206 - 431 -7141. The first page on the plans needs to specifically show the actual shape of the foundation - specifically include the outline of the front porch, the rest of the shape is accurate according to the basement cross cut - along with the shape and position of the rear deck. Please indicate that the deck meets the 10' "additional building setback ". The first page on the plans need to demonstrate that the 5' side setback is meet from the closest point to the side property line. You indicate the setback as 5' on the north facing side yard [the portion of the building facing lot 1 ] but the closest point — the very corner of the building — is actually less than 5'. The first page on the plans needs to specifically show the trajectory of easement "E5 -L5" across the lot, using exact measurements and widths. The "Project Information" key on the first page indicates that the lot area is 5223 sq ft but your recorded short plat indicates that the lot size is 5848.9 sq ft. This is critical because the minimum lot size for each of these lots is 5225 sq ft. Please indicate or explain how you came to determine this new lot area calculation. f DATE: June 2, 2008 PROJECT: Foster Ridge, Lot 3 4605 S 139 St PERMIT NO: D08 -188 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Submit current copies of water and sewer availability letters. They are valid only for one (1) year and both of them are expired or will be expired by the time permit will be issued. 2) Show proposed finished floor on you elevation plan. 3) Since permit for each lot stands on it's own, please submit pertaining geotech reports and cross - reference them on your site plan (report date, title, name, address, phone number of geotechnical consultant). 4) Revise your site plan per attached mark -up and return it with your revision resubmittal. P: joanna/comments 1 D08 -188 • B PUBLIC WORKS DEPARTMENT COMMENTS PERMIT COORD COPY � PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -188 DATE: 06 -16 -08 PROJECT NAME: FOSTER RIDGE - LOT 3 SITE ADDRESS: 4601 S 139 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Building Division P blic Works El Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28 -02 Incomplete n TUES/THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: n n DATE: DATE: 6, k r / 0,,,.,0 Planning ivision Ti Permit Coordinator No further Review Required DUE DATE: 06-19-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 07-17-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -188 DATE: 04 -14 -08 PROJECT NAME: FOSTER RIDGE, LOT 3 SITE ADDRESS: 4601 S 139 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPART ENTS: IA (1 4 B i ./ ng ivision Pu DK Woribi J , 3 —b � Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [V Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 •PERMIT COORD COPY 0 PLAN REVIEW /ROUTING SLIP 150 fir. 0-20E Fire Prevention ❑ Permit Coordinator DUE DATE: 04-1 7 -08 No further Review Required DATE: DATE: Planning Division CY Not Applicable DUE DATE: 05 -1508 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) li Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: (R-5 Bldg ❑ Fire ❑ Ping PW E" Staff Initials: (1) s. } Date: 4/ Z /a$ 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.tulcwila.wa.us ❑ Response to Incomplete Letter # E Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: FOSTER RIDGE — LOT 3 Project Address: 4601 South 139 Street Sheet Number(s): ( A 3 , , S "Cloud" or highlight all areas of revision including date of vision Received at the City of Tukwila Permit Center by: \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: ullitoeb • 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: D08-188 Receive', CITY OF TIJKW1LA JUN 1 2008 PERMIT CENTER Contact Person: Chad Detwiller Phone Number: 6 13Z -73 SS Summary of Revision: Z v: s 11 C-4.- PJa to azJ •cc.re w+. 5 'AA,. 1; N� t'�►c.J -Gt. frTtJe EI:.., ',v�GeoI de ck- c✓ /6 kkts ' /e iL k eai if No if * 4- - kY .; J..s c . AI;(/ Aui AGA.r $e,40.. •' Re v;se 144.- Qr�A °- c_o ✓e r-� 11 i .e -- //// r c. u • r a v i J " 4t ais / 0 Lr PGA a yrtorf �n.`f4 -I (-2 � r° t oc L eo ■c /......7-4S r ■ ° l eras - lam er�NCed °+-s s a pirtAli C.., Se_izer A ` &; 5 p er J t-e, 4 u e 4 Part A: (To Be Completed by lAppIicant) , Purpose of Certificate: a Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: la Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: jCo`uj,, I,..i /(J -g, Phone <a0c,) 113 Z_ 7.8s- Property Address or Approximate Location: Tax Lot Number: 4l,(t S/39 S T�r`.,..n Legal Description(Attach Map and Legal Description if necessary): L o g 1 " ` . 3 of ' r - 5 . P. t.c) Li -o& r; FFSe R.,J IL 3") P 4('Le_l .4- 3a -aciao - c;C— Part B: (To Be Completed'by Sewer :Agency ) 1 A a. Sewer Service will be provided by side sewer connection only to an existing (...v size sewer OA/ •feet4feat the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or RECEIVED ❑ (2) the construction of a collection system on the site; and /or CITY OF TUKIMLA ❑ (3) other (describe): JUN 161008 PERMIT CENTER 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 CI b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. Ida. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: c v-S - e, O sec, GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $5,721.40 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) CORRECTION b. Easements: ❑ Required !`i May be Required LTR# 1 c. Other: DOI •••• 1SS . �Y F CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY Residential: $50 Ce rtificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability at the above sewer agency information is true. This certification shall be valid for one year ignature. I hereby ce from the d . ,�_ By r �,. Title 14816 NOIry Road South P.O. Bc 9550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 Commercial: $100 Cn i.03 Date • 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 ofSewerAvailability /NonAvailability and this Attachment, and fully understand the terms and conditions herein. Applicant's Signature Date 4/3/ �Ow e� itio ati n' <, ., r :. ti r.:,. ,: Q 9 .'” llt .. ✓. •S,,- - 1 f f } r . t�r� - any.: ° tr ogt tai t' P.,ersdn : , �y 1 ,. ^ i:: r} r ' y.,y�o . R . ;,ac p' ::.�;� �' � � �. � a , a Name: / Name: eQLL'{0. --- 0or S • -mac Address: 3c..0 t ' J ja , , 4 i ' q s . ti Address: Phone - ?32- 73 5 S Phone: CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 Site address (attach map and legal description showing hydrant location and size of main): 4(001 S . caq4' � This certificate is for the purposes of: ff Residential Building Permit Commercial/Industrial Building Permit ❑ Rezone te Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is /'5"v ft. Area is served by (Water Utility District): fi'dhA Owner/Agent Signature rt FQEowbe: c ;omai413311.014 ter, tiitty >d st ic . o . r e � t v . ... 1. The proposed project is within U. V LLJ i 14 2. o improvements required. (Use separate sheet if more room is needed) I hereby certify that the above information is true and correct. A COreyt - 1.' A- p i sr r 2 5 Agenc hone V 2_06 { \applications \water availability (7 -2003) Printed: 9 -16-03 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: Pa ( ' Z ' ❑ Preliminary Plat By bi ❑ Short Subdivision ❑ Other y ..S ..,4•�.D (City /County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 5. Water a ilability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. CIT RECEIVED - KWWILA JUN 16 Mod 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 10,00 gpm at 20 psi residual for a duration of 2 hours at a velocity of 1 Q fps as documented by the attached calculations. CORRECTION LTR# 1 EN I ER - i3 - o8 Date Es fi r eS 0 7 --13- o'7) This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" PO? EI Name Role Effective Date Expiration Date DETWILLER, STEVE PRESIDENT 05/09/2003 Bond Amount FROST, PHILLIP TREASURER 05/09/2003 919249 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 2 NATIONWIDE MUTUAL INS CO 629413 02/28/2005 Until Cancelled 03/14/2006 $12,000.0003/04 /2005 1 COLONIAL AMERICAN LPM4062070 02/28/2003 Until 07/19/2006 $12,000.00 03/03/2003 Untitled Page 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. REHABITAT NORTHWEST INC Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company REHABITAT NORTHWEST INC 2069327355 3601 W MARGINAL WAY SW SEATTLE WA 98106 KING CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Separation Date Previous License Next License Associated License Specialty 1 Specialty 2 602241649 ACTIVE REHABNI973KZ CONSTRUCTION CONTRACTOR 5/9/2003 5/24/2009 REHABN *016MA GENERAL UNUSED Business Owner Information • Bond Information Page 1 of 2 https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= REHABNI973KZ 08/14/2008 Project Information: Project Address: 4601 S139th Street - Lot 3 Tukwila, WA Tax Parcel: 3229200092 Project Number: 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.: 5,849 SF Lot Calculations: Lot Area: 5,849 SF Total Footprint of Dwelling: 1,541 SF Total Lot Coverage: 26.3% Legend Stockpile with Clear Plastic Cover — - — Filter Fence DDS Downspout Location Slope Direction Building Setback - - Grade Line Building Outline 10' -0' mid 0 Scale Bar: 1" = 10' 20' -0• 1 Note: Reference Geotechnical Conditions and Recommendations per Geotechnical Report by Gary Flowers, PLLC dated 10/30/07. Increase Asphalt Width to 15 Per Fire Existing Edge of Payment - Increase Width to West Property Line to Allow 15' Access Per Fire Type 50 Catch Basin w/ Traffic Grate RIM = 201.5' IE =199' (Proposed) Provide New Thickened / Edge of A • al Per Detail onnect Roof �. House , -F,idsting FF = 206' Type4CB �\ r��a5 Existing Pavement "g m , al Width -8 i 15' -0" . -' m 0 S3 MAY ,15.:2012 72 Proposed Pavement Width 20' -0 1/8" Existing Easement Width ED Remove existing Asphalt & replace with Landscaping (Hatched Area Only) 12" Storm Main (Existing) Tut WA) I 1... A- Pu tit M$ING 1045PEcTIOw ��M E 5 faR.Vt A" 15 tau I R.,ED s Wee W D l's 00G3 Rol - I NSPECT DOA NSTR•eftIM © r THE W 1 Existing Type 1 Catch Basin RIM = 199.42 IE= 195.17(12 "- NE, 6 ") IE = 195.32 (12" - SW) I \ 197.5 (62aNW) Sp - Existing Storm Easement Ref: 20071011001097 S.. Additional Building Setback Wetland Limit Line 10' -0" Existing Private Road Connect to Existing Sewer Cleanout (IE = 189.89') Connect with Existing Tar Shoulder Roadway (Private Road) SE REQUIRED Fat p Elecicaf umbing Gas Piping City of Tukwila BUILDING DIVISION C Cat TukW Pavement Cut (1" in depth) 1 1/2" Pavement 4" 5/8" Crushed Rock Structural Fill (mii Depth 4 ") 15' %N. " LOW FOR SCE CODE COMP Typical Pavement Cross - Section: Tree Legend Worpelsdon Sweetgum (2 Required Per Landscape Plan) MAY 1 5 2012 RECEIVED CITY OF TUKWItA JUN 16 2008 PERMIT CENTER FILE OPY Permit No. mar review approval Is subject to errors and omissions. Approval 01 the violation otcr s not authodze of approved Field Copy and ac ed •' Receipt l ged : BY Date:.5�, City of Tukwila BU DING DIVIIS! N REVISIONS No changes shall b made de to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and gmissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac • of the design rests totally with the designer. Additions, deletions ,or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval.,- Final acceptance is subject to field inspection by the Public Works utilities inspector, Date: Subdivision Key CORRECTION LTR# w U co 00 C0 oo LO w N CI) (7 0 C CY) (0 CDC 0 CU Z - . co L CO CD 17; Q LL. LL 1 C \-‘ 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 M <500 50 75 65 98 80 120 95 143 110 165 125 188 140 2f8 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 I. 12% 0.35 0.58 0.20 R -38 R -30 R -15 R -15 R -10 R -30 R -10 II. 15% 0.40 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 0.40 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 2 50 4INCH 25' -0" 4 INCH 70' -0" 3 50 5 INCH 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 9 INCH 11 INCH GENERAL CODE ALL REQUIREMENTS OF THE 2006 INTERNATIONAL RESIDENTIAL CODE 3rd EDITION, 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 MINIMUM CLASS AND USE F'C SLUMP SACKS /C.Y. 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 40, 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 3 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 FV FB HEM -FIR #3 75 500 STUD GRADE 75 675 JOISTS & RAFTERS HEM -FIR #2 (2X10) 75 1075 HEM -FIR #2 (2X10) 75 980 BEAMS, HEADERS, LINTELS & GIRDERS 4" NOMINAL DOUG -FIR #2 95 960 6" NOMINAL DOUG -FIR #1 85 1,350 GLUE LAMINATED TIMBERS❑ DOUG -FIR LARCHE (24F -V4) 165 2,400 STRUCTURAL COMPOSITE TIMBERSE LAMINATED VENEER LUMBER 285 2,600 PARALLEL STRAND LUMBER 290 2,900 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 + 25 PSF LIVE LOAD = + 40 PSF LIVE LOAD = + 10 PSF LIVE LOAD = + 60 PSF LIVE LOAD = E 1,200,000 1,200,000 1,300,000 1,300,000 1,600,000 1,600,000 1,800,000 1,800,000 2,000,000 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 2 LAYERS OF W CDX OR 1" OF PLYWOOD, 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 40120. 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 UNIFORM 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 IS 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. 'ADV' DENOTES ADVANCE FRAMED CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 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 BUILDING 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 UNIFORM 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' -0" 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: EITHE 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 UNIFORM MECHANICAL CODE. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE UNIFORM 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 UNIFORM MECHANICAL CODE. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE SO LISTED AND INSTALLED PER THE UNIFORM 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 UNIFORM 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 UNIFORM 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 UNIFORM MECHANICAL CODE. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL CODE. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH THE UNIFORM 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 UNIFORM MECHANICAL CODE. A TYPE B OR BW GAS VENT SHALL TERMINATE PER THE UNIFORM 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 UNIFORM 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 UNIFORM 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.S.E.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 2003 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 EX DUCTWORK DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH BY THE UNIFORM MECHANICAL CODE. RECTANGULAR, FLAT, OVEAL AND ROUND DUCT JOINTS AND SEAM SHALL BE AIRTIGHT PER THE UNIFORM MEECHANICAL CODE. INSTALLATION OF DUCTS SHALL COMPLY WITH THE UNIFORM MEECHANICAL CODE. DUCT INSULATION BE INSTALLED IN ACCORDANCE WITH THE UNIFORM MECHANICAL CODE. rctru:vvtU tOR CODE COMPLIANCE City Of Tukwila UILDING DIvJsi . N MAY 1 5.2012 APPROVED JUL 21 2808 ED RECEIVED CITY OF TUKWILA APR 14 2008 PERMIT CENTER N W rA W ce d0 Cfl 00 Lc) um) M M CD CI) I (55 M U Te C (f) N - 1-70 O N ( c ) _c 't 0 Zo CO ce _CI a? CD O 1/ / 2' -9 1/4 5' -10" 5' -10" - 5' -10" 5' -10" - 5' -10 " ! 5 5' -5" -- 6 6x12 — — R Roof Jacks Typ 6 7' -10" L 7' -10" M M 7 7' -10" �-� 7 7' -5" 7 4x12 -1/2" x 12" HardiPlank , i iii — , iii i — m m N co N - N` T.O. Ridge Line 0 ro b CD \ 0 0 co 2 "x6" Fascia Typical 5/4" x 4" Window Wrap- - (Front Side Only) T.O. Subfloor 0\ Final Grade = — \ 199' 0 to T.O. Ridge Line 0 to \ T.O. Top Plate 00 T.0 Subfloor T.O. Top Plate T�. Subfloor \ - - T.O. Top Plate Existing Gra = 202' Final Gra 200' i' Existing Grade ' 198' h ill - < 1/2" x 8" h ill HardiPlank Composite Shingles over 15 #felt over 7/16" OSB Composite Shingles over 15# felt over 7/16" OSB 5ast E v tilor west Elevation Line of Continuous Footing T.O. Ridge Line T.O. Top Plate 5/4" x 4" Window Wrap - (Front Side Only T.O. Subfloor Existing /Final — — — — T Grade = 204' `2x10 Band Board T.O. Top Plat inal Grade 195' _ Existing Grade = 193' T.O. Slab T.O. Top Plate a 00 Eo arage T.O. Existing Grade — \- T.O. Ridge Line —\ -- T.O. Subfloor T.O. Top Plate 03 r M kr T.O. Subfloor \ - T.O. Top Plate 0? M Existing /Final Grade = 204' Final Grade Elevation Notes: 1. Verify all sheer wall nailing and Holddowns prior to start of construction. 2. Caulk all Exterior Joints and Penetrations. 3. All Exterior Walls shall be finished per Elevations over Vapor Barrier on 7/16" OSB. 4. All Roofing Surfaces shall be Composite Shingles over 15# Building Felt over 7/16" OBS sheathing. 5. Provide Weather stripping and Metal Flashing at all Doors and Windows and Counterflashing at all Roof Penetrations and Skylights. 6. Provide Continuous Metal Gutters and Downspouts © All Eaves, Typical. Final Grade = 195' Existing Grade — — = 193' 6x12 - 4— 2" x 8" Rake Board Typ. 12 South Elevation Roof Ventilation Schedule: Roof Area: Main Floor: 522 SF (35 %) Upper Floor: 930 SF (65 %) Total SF: 1452 SF Ventilation Required: 1452 SF /300 * 144 SI per SF = 696.96 SI Provide 1/2 Ventilation @ Eaves and 1/2 @ 12" Below Ridge Birdblocking @ Eaves: Net Ventilation Per LF: Ventilation Required: 7" x 7" Attic Roof Jacks: Net Ventilation Per Jack: Ventilation Required: 3.5 SI /LF - 25% Reduction = 2.63 SI /LF 696.96/ 2/ 2.63 SI /LF = 133 LF - (Main = 46 LF; Upper = 87 LF) 49.00 SI /LF - 25% Reduction = 36.75 SI Each 696.96/ 2/ 36.75 Each = 10 Jacks - (Main = 4; Upper = 6) 12 6x12 6x12 North EDev Dor 12 4 MAY 1 s; 201z Existing Grade = 202' - J Final Grade = 200' DOI. I <2Z. 12 J Final Grade --\ cc 0 00 4 "x10" Beam on 4 "x4" Posts on 4" Concrete Slab over 4" Granularb Fill co T.O. Subfloor —_ \ 0 CN 199' — -' Existing Grade_ \ = 198' rcr T.O. Basement y - - - -y � Footing ntv' 1014 CU OK CODE COMPLIANCE APPRO VED JUL 31 2OQ9 City Of Tub N T- 0 RECEIVED CITY OF TUKWILA JUN 1.6 2008 PERMIT CENTER Ln ti Y M I— (1) o:F., N o) U •v- C (4.0 11; f4r1 a) - t O cn Z cCS O H co co a) Et J 1 1 21 1/2" 13' -2 1/2" , 7' -0" 11'. -6" 3' -3 1/2" COUNT 10' -0" 6' -6" AREA On SF) TOTAL AREA (In SF) 3' -0" _ 4' -0" x / 4' -0" 4' -0" x 4' -0 18 54 18.36 36X42 HORIZONTAL SLIDER 3' -0" x 3' -6" .v h - 7= 0.35 10.5 •_ ° o ,_ • p °- 36X24 PICTURE J ' 0.34 ° • 9 1/2" I- Joists TJI 2.04 48X48 HORIZONTAL SLIDER 1- y ' N r Basement 0 .- d 0 0 . L r fn SD - N co r 4x10 Header 2 "x24" (wide) Foamboard Insulation Typical on Basement Perimeter. 12'_l" 80 ° a I 36X80 ENTRY DOOR 4" Poured Concrete Slab over 6 mil Vapo 1 0.34 a Barrier over 4" °0 Z Granular Fill. " 4.1 1.40 5' -0" 6'-7" 1 -6" x 4' -6" 4 0.31 + 21 9.99 . 2' -6" x 4' -6" , I 0.31 _ . p . Da v p 22.5 o . ° - 24X24 SINGLE HUNG 2' -0" x 2' -0" 1 0.31 4 4 4. 60X48 HORIZONTAL SLIDER 5' -O" x 4 -0" 0 5' -0" 3'- 1 " 3V48: _ 1.0 12X80 PATIO DOOR . 6 -0" x 6' -8 1/2" 1 0.34 Zi o Li N 13.68 ` o WINDOW TOTALS Bathroo : 1 lac 2' -1° Ng. 1611 AVG U -VALUE TOTAL U -VALUE / TOTAL GLAZING SF - 0.35 I J [!! ' I ! T . - .. 4 p r BTocR - out 36 °x24° - . °• . d ° I> 4 .. • . °° . d ° Dn . . ° r 1 I I I I j I r 1 4'::9" - - ' HPAHD22 Crawl Space Access c y > Crawl Space C° U r O .2 z r 2x4 Firred Wall - Studs @ 16" O.C. (This Wall Only) Garage Slab ° n v ^^ / '' W \ O -a — N � ~ 6 mil Black Poly - co Var Barrier a) I 5/8" x 10" Anchor Bolts @ 48" O.C. HPAHD22 w/ 3 "x3" Washer Typical Above Slab on Grade 4" Poured Concrete Slab over 4" Granular Fill. Slope 4" to Overhead Door. Note: Poured Concrete Wing Walls shall be 48" High Per Structural Engineer's Specifications (Ref: Pg. 21) , ° 4 ° o ° 4 ° o A Dn ° d • ° ° . . . d D ° d • . t _ . _ -, p - Q p , _ _, p Q p I .v _ ° ° °° `° ` ° . ` . 5/4" x 4" over Covered >° 4° d D • • . 2x10 Joists @ l 16" O.C. Porch 4 Above ° .v ° _ o . °, o p a .v _ o . ° V p ' o p b .° ° _ ' . 4 r ;• � ,- Block c ricrewe Foolin � 16'6" Door. l 1 for Overhead , 16' -3" k 15' -0" 1' -10 1/2" 20' -0" / 35' -0" PRODUCT CODE SIZE COUNT U- VALUE AREA On SF) TOTAL AREA (In SF) TOTAL U -VALUE 48X54 PICTURE 4'0" x 4'6" 3 0.34 18 54 18.36 36X42 HORIZONTAL SLIDER 3' -0" x 3' -6" 1 0.35 10.5 10.5 3.68 36X24 PICTURE 3' -0" x 2' -0" 1 0.34 6 6 2.04 48X48 HORIZONTAL SLIDER 4' -0" x 4' -O" 5 0.35 16 80 28.0 36X80 ENTRY DOOR 3' -0" x 6' -8 1/2" 1 0.34 4.1 4.1 1.40 18X54 SINGLE HUNG 1 -6" x 4' -6" 4 0.31 6.15 21 9.99 30X54 SINGLE HUNG 2' -6" x 4' -6" 2 0.31 11.25 22.5 8.33 24X24 SINGLE HUNG 2' -0" x 2' -0" 1 0.31 4 4 1.2 60X48 HORIZONTAL SLIDER 5' -O" x 4 -0" 1 0.35 20 20 1.0 12X80 PATIO DOOR . 6 -0" x 6' -8 1/2" 1 0.34 40.25 40.25 13.68 WINDOW TOTALS 268.35 93.68 GLAZING % . TOTAL GLAZING AREA 1 TOTAL HEATED AREA 268.35 / 2355 11.4% AVG U -VALUE TOTAL U -VALUE / TOTAL GLAZING SF 93.68 / 268.35 0.35 Attach 2x12 using L Nails - (4) 16d Nails O.C. to Wall Studs LSU26 Hangers NOTE: Ledger to Blocked in Wall Ca & Nailed @ 6" O.C. 2x6 Ledger 2x12 @ 24" O.C. Stick - Framed 4x12 Pitch dg sin u Vi :6 Pre- Gird W/ (THA2 Engin 6x12 Upper 2x6 24" Stic 6x1 ngir eere @24 "C r Tr.�ss angers ) @ each 3red Truss itch @ all evel Roo .C. Framed Pitch � Tru .C. fs sses Glazing Schedule FOOTING INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlined in the geotechnical report. Prior to requesting a footing inspection, the Geotech engineer of record shall verify the soils condition and provide an inspection report prepared and signed by the Geotech engineer. Geotech report shall verify that soils conditions including compacted fill shall satisfy specifications as outlined for footing /foundation construction. Geotech engineers report shall be presented to the building inspector at time of footing inspection. 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 1 /2" 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. Appliances located inside living space. (IRC M1703.2, M1703.2.1) Combustion air: Outside combustion air shall be supplied through openings or ducts. One opening shall be within 12 inches for the top and one shall be within 12 inches of the bottom. Openings shall have a free area of at least 1 square inch per 4,000 Btu/hr total input rating of the appliances. (IRC M1701.4 Exception #2.) Appliances installed in an enclosure in which all combustion air is taken from the outdoors, the enclosure shall be equipped with a solid weather stripped door and self - closing device. (IRC 303.5) Air exhaust and intake openings that terminate outdoors shall be protected with corrosion - resistant screen minimum open size of /a inch or maximum Y2 inch... and protected against weather conditions. CV Basement Plan Notes: 1. 2. 3. 4. Contractor to verify all notes, demensions, & conditions prior to beginning construction. Provide Adequate Supporting Blocking over all supports. Install 4 "x10" headers over all openings unless otherwise noted (U.N.O.). Posts to be 4 "x4" @ Beam Joints on 90# felt. U.N.O. 5. All Footings to rest on undistrubed soil. 6. Soffit, Vent, and Insulate all cantilevered areas. 7. Install Simpson Concrete to Wood Holddowns 1 1/2" from corners and Window Rough openings. Also see Manufacturer's Specs. 8. All wood in Contact with Concrete shall be pressured- treated. 9. 2,000psf assumed soil bearing capacity shall be verified in field. 10. See plan notes for additional notes. 11. Use 5/8" x 10" Anchor Bolts with 3 "x3 "x3/16" Washers @ 48" O.C. U.N.O. N c9 CV N 0 1 EX 8" Foundation Wall (typical) See Detail zo MAY ,15 2012 Lift gip Install HTT22 co Ln M DS r• \ (Horizontally DS 0 DS = Downspout <14 Deck Above 35' -0" assm &t Hoar Man Foundation Vent Calculation 210 sf /150 = 1.4 sf Foundation Venting Required 105/144 x (.75 Net Screen Area) = .547 sf per Vent 1.4/.547 = 3 Vents Required. tep Down oundation er Elevations ee A2 DS O rd I L DSO Hold Down Legend • Indicates Simpson STHD14 Hold Downs (6 Required This Plan) X Indicates Simpson HPAHD22 (2 Required This Plan) L Indicates Simpson HT22 (2 Required This Plan) O CV C�V cY) I stall IHTT22 ( Horizontally) 1 -10 1/2" 0 N NCV j .'vv L) r .'% CODE COt�PLip MCE APPROVED JUL 1 2008 City Of Tukwila N BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 14 200d PERMIT CENTER 0 W 0 m 2 00 00 Cti LO Cfl ti 11 3 M (/) O -C (NI C3) CI) in ;s 41- a) ' 03) � O O co Z to O ct _c J DRAWING# 2005-002 TE: November 19, 2007 APPROVED Solid Blocking @ Cant. Above Strap with CS16 over Blocks @ 48" O.C. 4x10 Beam io x to II - ! 1.11 5 -4 1/8" CO CO cc a 4x11 Hdr 3' -0" x 3' -6" KITCHEN HDWD 3' -0" RBS42 w 10' -1" FPLY r Dining Room N HDWD 236 V_4636 I I 1 B -18 W3912 E O 1 0 1 T > - 4 1 II Drop F ame J It o Matdh 4' -6" 1' -6" 4x10 dr Line of Rlo Abov J, 4' -6 1/8" x4 P.T. Posts w/ BC60 Post Base and BC4 Post Cap Typical 15' -0" n 11' -8" Covered Porch WK030 1 1836 ODD36 Desk B30 TBK BSM36 o N Y 01 FPLY CV 3 1/2" x 9 1/2" PSI3 BRA 9 1/2" Sty Be Up HU41 Hanger Typ r iNIZ9 AGE 9 _ 18" Utilities 4' -1" / " Platform HU 410 Par /8 /t-Hanger / 3 1/2" x 9 1/2" P (Flush) _ Foyer HDWD Trr -TEX 4x10 Hdr 4x10 Hdr P2128.5 LY Nook / 00 35' -0" 6' -0" 35' -0" 8' -2 7/ 2' -6" 0 N 0) 11 1' -6" x 4' -6" V Venilation Schedule Ballard 1 -8 1/8" 3' -0' 1 13' -1" 4.10 Hd HD 2' -4" -n 13' -0" 2 CAR GARAGE Note: Poured Concrete Wing Walls shall be 48" High Per Structural Engineer's Specifications (Ref: Pg. 21) 4x12 Hdr Above 16' -0" 16' -0" 20' -0" See 2006 Washington State Indoor Air Quality Code Symbol Manufacturer Model Number or Equal 'Nutone' 1 'Nutone' QT 130 1.0 Sones 102cfm @ .25 WG. 132cfm @ .10 WG QT 80 1.5 Sones 63cfm @ .25 WG 80cfm @ .10 WG Notes: *Use QT 130 (100 cfm min.) © all Kitchen and whole house fan *Use QT 80 (50 cfm min.) @ all other locations *AII Fans to Vent to Outside. *AII Other Requirements of 7 W.S.E.C/VAIQ must be met. WOO 3' -0" ti 5 1/8" x 16 1/2" N GLB (Dropped) 1' -6" x 4' -6" Family Room 3 HDWD . N = N 3' -1" S 4x16 1 SolicdBlock - Floor Joists 1 1 and Strap w/ CS 16 @ L _ _ e•LO.C. n LerBlcks- - - j Line of Floor Above 3' -9" CV I m 0 ' 6 m' 01 O m Y I m N 2' -0" C 1/2" -0" SD Smoke Detector Povrtio, koirilt41 Iry Area Summary Basement Floor: 712 Main Floor Plan: 941 sf Upper Floor Plan: 702 sf Total Area: 2355 sf Garage: 438 sf Decks /Patio: 216 sf 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. 1 N CV N 1 CV M O X / / 14' -10 1/2" 3 -4 1/2" 5' -11 1/2" 10' -9 1/2" / 7 -8 7/8' 3' -2 5/8" 2' -0" / 2'_0" / / 6' -0" 5' -0" Provide CS16 © 48" O.C. Beam to Blocking Bedroom #2 CPT 10' -1" Bedroom #3 CPT 10'-1" 4x10 Hdr 4' -0" x 4' -6" 3' -6" k 31 -6" 7' -0" TWA 24 9 3' -10 1/2" K -IN CLOSET CPT ,'-8 7/8" CPT Open To Below 4' -1" 4x10 Hdr 3' -0" 2' -0" U p Half Wall 3' High 9) 2'-4" Main Bathroom 0 Vinyl 35' -0" 32' -7 1/2" IS$ 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 8'1" 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 A2 General Notes for Impact per 2006 U.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 U.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. 5' -0" 35' -0" CV 4x10 Hdr 2 ' -0" x 3' -0" e- A - n sundry R inyl 5' -6" 2' -8" O 1 per Moor r Moan \ \ 1 0'-4" S oaking' Tiih = Master Bedroom (Vaulted Ceiling) CPT Provide CS16 @ 48" O.C. Beam to Blocking - Line of Beam Below 4x10 Hdr 4' -0" x 4' -6 1, 6'-4 3/4" Cr) la,. .,:!.:, 2 '_ 4 " o) 12' -5" 0) MAY ,15 2,012 2' -4 1/2" / 2' -4 1/2" > 0 < 0 2'_1" 0 1 4 Z M O 1 ti KCV LCV.I tU r CODE COMPLIANCt APPRO JUL 3 1 206 City OrTukwila Bum NG DIVISIC _ 0) t o.c1 Furn B -Vent Co RECEIVED CITY OF TUKWILA JUN 1 6 2008 PERMIT CENTER CO N w W 11 w J 0 00 co co 1 Railing Built to Code. 3' high railing with spacing < 3 1/2" between Spindles 4 "x10" Deck Beam Secured to 4 "x4" Post on 2'x2'x1' Pier Pads. Top of Pier Pads shall be minimum 18" below Final Grade I 4 1 'A . L, Exterior Finish per Elevations 7# Building Felt over 7/16 OSB over 2x6 studs @ 16" o.c. w/ R -21 insulation over 1/2" GWB typ. © Exterior walls. 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 BACKFI LL TIGHTLINE STORM DRAIN (4" SDR35) SAND STOP CONCRETE FOOTING 6" GRAVEL (MINIMUM) ON 4" DIA. WEEPING TILE Vaulted Ceiling (4x12 Inside Pitch) ()) (( (( (( (( ((R -((3))0(( Attic ) )) (( (( (()) ``))( )c) J C_) )) �)c)(��()�)�J�)(()�J�)()c)T ALK-IN CLO 3/4" T &G OSB subfloor FOYER over 9 1/4" TJI joists @ 16" O.C. Insultated with R -21 Insulation 3' High Typical U.N.O. Half Wal ltTt Tit tTtitTtTiTtTtIiItTtTIStTtiiTI it It Tt Ti Ii TtTt itTt IZTt Tt Til tTIltTtTtitItTtTtTtTiItTiitTtI TtTtTtU 4 "x1 1" Beam supp by 4 "x4" posts on 2 4" Concrete Slab over 6 Mil Vapor Barrier over 4" Granular Fill = 1= 11= 1E1 =1= 1=1 1 1E1= •' m m 11 ===111=1n m = "m E1 E =11 1== 1n =11 =11 =1 E1 E1=1=1_1Ell E1=1 =1 = ITI= ITI =II =ITI =111=111 °III =II = III= III 1= = 11111 11 =11 El E1 =111 =i1 =I1= 1 =TETEll lu i m= m= ln= lnEm= ln= ln= mE1nE111E1 ITI 11-111=111=11 =111= EII 111 I=I 11E 111 =11 E111E11 = 111 = 11 E III =III= 111 =111= 111= 111= 111 =11 =111E111E111E111 =11 =1 — 11 =111= 111 =111= 111 =11 =11 =II =111 =111 =1= 111E 111E 111= 111EI1I =I1 Ell = 111E111E111E11 Ell = 11= 111= 111= 111= 111 =11 =11 =11 =11 = 111 =11 = 111=11=111=111=111=11 =111=111=111=I IIE1 =11 EITI=11 =11= 111 =111E111E11 =11 EITI =111 =11= 111E1 .S111=IIIEIIIEII EI11E111E111EIIIE11 E1 III =II =111 = 111E 111= 111E11 Ell EITI= 111 =11 111 =11 = 111 =111= 111 =111= 111= 111 =111= 111 =11 =111 — ITIEME 111 =11 ==111 =11 ITI ==111 =11 =ITI= 111=uIOU1 111 =11 =111 =111C10�111 =111=111 R -38 Attic Insulation Final Grade Varies See Elevations A 1 11 dr 4" t ' v A 8" 25 -Year Composite Shingles over 15# Building Felt over 7/16" OSB over 2 "x12" @ 24" O.C. (this roof only) over R -30 Attic Insulation over 5/8" GWB. 16" A > 4 4" 12 1 A 8" FOUNDATION WALL Line of Co tinuo s Footing 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) • REINFORCING BAR CONTINUOUS 12 BdoIng Sedan 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 L.1 r1 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. TYPICAL 8" CONCRETE WALL: 8" CONCRETE DAMPROOFING/WATERPROOFING PER IRC R406.1 2X STUDS PER PLAN © 16" O.C. R21 BATT INSULATION AIRNAPOR BARRIER 1/2" DRYWALL A A 9 c 0 " 5 o o c 25 -Year Composite Shingles over 15# Building Felt over 7/16" OSB over R -30 Attic Insulation over 5/8" GWB 8 'ro co 0 0 Ei rn z 0 BACKFILL 62 2 EXTENT OF EXCAVATION FILTER FABRIC Railing Built to Code. 3' high railing with spacing < 3 1/2" betwe - n Spindles Spacing between Guards shall not allow the passage of a sphere of 4" or more. 6" GRAVEL (MINIMUM) ON 4" DIA. PERF PIPE Tread 10 "Min @ 12" from most Narrow Point per IRC R311.5.3.2 2x4 Thrust Block ___111_111=1 1=- III ICI= T.O. Ridge Line T.O. Top Plate T.O. Sulor T.O. TopPae Final Gra • e =11 1= f4 ' = III =1 v A 1 1/4" Dia Min Handrail v A > ' v A > INTERIOR STAIR A A v A v Stringers (3) 2x12 Final Grade v n V 1 ' v A > n A n �� v n 0 I T L� O M 1 00 Guards to Comply w/ IRC Section R312 EX 3 RED MAY 1 5 2012 Fireblocking @ Mid -span CONCRETE FOOTING EINFORCING BARS KEY FOOTING WITH INSULATED SLAB FLOOR JOISTS PER PLAN BATT INSULATION PER PLAN 3/4" T &G OSB SUBFLOOR GLUED & NAILED BEAM PER PLAN BOTTOM OF BEAM (2) SIMPSON A24 FRAMING ANCHORS @ EACH POST A !Ai - V A 16" 1/ L > V A A > V ~ \ O 0. SOLID BLOCKING 2X CLEAT ON EACH SIDE P.T. POST PER PLAN 6 MIL VAPOR BARRIER 4" POURED CONCRETE SLAB 6MIL. POLY VAPOR BARRIER — 5" GRANULAR FILL CONCRETE WALL PER STRUCTURAL 2" RIGID INSULATION A A A 2" RIGID INSULATION CONTINUOUS FOOTING Landing (if Required) to Conform to the 2003 IRC R311.5.4 Below Stairs install (1) Layer 1/2 G.W.B. on walls and ceiling Beam per Plan 2 N (2) #4 BAR CONTINUOUS Og ( MAY 15 2.012. 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 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 FILL VOID WITH BATT INSULATION WEATHER TIGHT CAULKING FINAL GRADE EXTENT OF EXCAVATION BACKFILL SAND STOP CONCRETE FOOTING TIGHTLINE STORM DR4IN (4" SDR35) I 6" GRAVEL (MINIMUM) ON 4" DIA. WEEPING TILE 11 A g 4 4 o a o 4 4 u ao 1- I a 4 4 • , o , L �= 111 =111 = 111 =111 . I :1I LJ r-I 6" MIN. A 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. 4" 4 8" dr 4" 16" "10 6MIL. POLY VAPOR BARRIER OVER CONSTRUCTION FILL 2 "x6" PONY WALL 8" FOUNDATION WALL W/ CRAWL SPACE 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 FILL VOID WITH BATT INSULATION 8" POURED CONCRETE WALL 0 3 c C 0 r1 0 O #4 REINFORCING BAR VERTICAL @ 18" O.C. W/ ALTERNATE BENDS & HORIZONTAL © 10" O.C. (2) #4 REINFORCING BAR CONTINUOUS 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 11 2X6 STUDS (4/16" O.C. VAPOR BARRIER G.W.B. 2X P.T. SILL PLATE W/ ANCHOR BOLTS & 2 "X2 "X3!16" WASHERS PER SHEAR WALL CHE 12" MAX. & 4 112" 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 "0.C. TYPICAL 8" CONCRETE WALL: 8" CONCRETE DAMPROOFING 2X STUDS PER PLAN @ 16" O.C. R21 BATT INSULATION AIRNAPOR BARRIER 1/2" DRYWALL OTTOM PLATE GRANULAR FILL MIL. POLY VAPOR BARRIER 4" POURED CONCRETE SLAB (2) #4 REINFORCING BAR CONTINUOUS K I:VitVVI:L) � CODE COMPLIANCE APPROVED JUL 31 2003 City Of Tukwila BUILDIN VISION RECEIVED CITY OF TUKWILA APR 14 2008 PERMIT CENTER ti 0 0 N L a) 0 w 0 co 1— (75 00 Q CCU Lo M CY N M ILO 7r, a a) O N O I - U ■ O Vo V♦ O 1 _c - t O O Z W 17; O � LLI DESIGN LOADS: 23 8" Foundation Wall typical - See Detail IN HORIZ. TIE PONY WALL TO CONCRETE WALL © 8" Wall 11 H 4 4" SNOW FLOOR LIVE LOAD DECK LIVE LOAD BALCONY LIVE LOAD WIND SEISMIC DESIGN CATAGORY 'P1 -6 5.5' H N o 0 co r O 21 4x1 0 11.5' 5/4" x 4" TK CEDAR OVER 2X10 JOISTS @ 16" O.C. - y THIS AREA ONLY 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 P1-6 (Pony Wall) .1 � LL 0 Covered Porch Above 3" 2" 1 1/2" 3/4" 1B1 3 1/2" x 9 1/2" PSL / (FLUSH) H STRUCTURAL GENERAL NOTES Deck Above MB1 4 H " 4" H co 0 N 0 25 PSF 40 PSF 40 PSF 40 PSF SEATTLE, 60 PSF ELSEWHERE 85 MPH, EXPOSURE B D (SITE CLASS D) 4x1 0 0 0 0 0 L N U) 1 11 P1 -6 6.25' 4" Poured Concrete Slab over 6mil Vapor Barrier over 4" Granular Fill 1 2x4 Firred Wall - Studs @ 16" O.C. (This Wall Only) 1H1 4x10 Garage Slab Above Slab on Grade 4" Poured Concrete Slab over 4" Granular Fill. Slope 4" to Overhead Door. Block Concrete Footing 16'A" for Overhead Door TOWNSEND MODEL FOUNDATION & MAIN FLOOR FRAMING PLAN, BASEMENT SHEAR WALLS 1/4" = 1' P1 -6 (Pony Wall) Vo CONSTRUCTION: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE 2006 AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. 0 y 4' 4" 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 % SACKS PER CUBIC YARD. MAXIMUM SLUMP IS 4 ". MAXIMUM AGGREGATE SIZE IS 1 A". 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' -0" EACH DIRECTION OR BY LAPPING REINFORCING 2' -0" 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: Step Down Foundation per Elevations See S2 23 . "(TIE PONY WALL TO - CONCRETE WALL) 11 o � © 18 Typ To Wall Corner Studs Hdr & STHD10 @ Ftg 4x10 Beam 1 -6 .75' CD P1-4 N = r _ N 2 4x10 14 FB4 4x10 9 1/2" I- Joists TJI, Series 110 @ 16" O.C. FB1 4x4 PT Posts w/ PB44 Post Base & BC4 Post Cap Typ 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. NAILING: ALL NAILS SPECIFIED TO BE COMMON WIRE NAILS. FRAMING NAILING TO BE IN COMPIANCE WITH TABLE 2304.9A I.B.C. UNO. 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. HARDWARE: ALL HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE, UNO. 16 "X16 "X8" FTG W/ (2) #4 E.W. (BOT OF FTG @ 12" MIN FROM FINISHED GRADE) TYP UNO MHRD3 4x10 (Line of Floor Above 4x10 Hdr 2x6 Rafters @24 "O.C. (To Post) Line A (FLUSH) f Floor ove 2X8 P.T. LEDGER w/ (3) ROWS OF 5/16" dia X 4" LAG SCREWS @ 16" O.C. P1 P1- 7' • 2.33' ' 3 1/2" x 9 1/2" PSL (FLUSH) 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. ROOF, FLOOR, AND WALL SHEATHINGS: (1) ALL SHEATHINGS SHALL BE A.P.A. RATED CDX PLYWOOD OR O.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. 15 4x10 Double Joists N m 4x10 TOWNSEND MODEL UPPER FLOOR FRAMING & MAIN FLOOR SHEAR WALLS 1/4" = 1' 6X12 P.T. DF #1 20 13 3 ' 6 P1-4 2x8 PT @ 16" O.C. LUS26 HANGER TYP @ JOIST 4X4 P.T. POST w/ BC CAP & EPB BASE TYP UNO MHDR1 4x10 MONO TRUSSES @24 "O.C. 4x10 ., 4x10 P1 -4 ;P2 -3 Pour Conc Typ Walls to 3' High MAY ' ' 5;au 4bCV t OMpU rUik COMPLIA CODS C R pVE'p p�P OCT I CA 0 9 .. I- RECEIVE CITY OF TUK LA APR 14 ` 1008 PERMIT CENTER 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. CV W O V Z a Z C► W > Q ZQ�� N =W o W F— nn o) W�_ —1 r:1- Z� O Z �OLL O � w Z Q W CIr w� _ M - 0 0 C!) Q WZ I=' m 00 ~ W W v, 0 U_ G Q Q =O Z Z <CO # '5 � uO w Z LL Z 0 w W 01.. 2 ! 0_ Q January 03, 2008 V. ETIRLS 06/08/ SHEET S1 SHEAR WALL SCHEDULE (NOTES 1, 2, & 10) MARK SHEATHING NAILING (NOTE S 3 &5) BLKG OR JOIST TO TOP PLATE (NOTES 4, 5, & 11) BOTTOM PLATE TO BLKG OR JOIST (NOTES 5 & 12) ANCHOR BOLTS (TO CONCRETE FTG, SEE GENERAL NOTES) P1 -6 3/8" MIN 8d @ 6" O.C. 5/8" ANCHOR BOLTS @ 4' O.C. P1 -4 3/8" MIN 8d @ 4" O.C. / .2) 5/8" ANCHOR BOLTS @ 3' O.C. P1 -3 3/8" MIN 8d @ 3" O.C. `, 5/8" ANCHOR BOLTS @3' -4"O.C. (NOTE 7) P1 -2 3/8" MIN 8d @ 2" O.C. nF CO 5/8" ANCHOR BOLTS @ 2' -6" O.C. (NOTE 7) P2 -3 3/8" MIN, EACH FACE 8d @ 3" O.C. ■' V 5/8" ANCHOR BOLTS @ 1' -8" O.C. (NOTES 7 & 9) P2 -2 3/8" MIN, EACH FACE 8d @ 2" O.C. �/ O 5/8" ANCHOR BOLTS @ 1' -3" O.C. (NOTES 7 & 9) G2 -7 1/2" GWB, EACH FACE UNBLOCKED 5d COOLER © 7" O.C. (NOTE 6) Q 5/8" ANCHOR BOLTS @ 6' O.C. G2 -4 1/2" GWB, EACH FACE UNBLOCKED 5d COOLER @ 4" O.C. (NOTE 6) 5/8" ANCHOR BOLTS @ 6' O.C. HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) I 15/32" MIN 8d @ 6" (NOTE 3) UNBLOCKED II 19/32" MIN 10d @ 6" O.C. (NOTES 3 & 8) UNBLOCKED III 15/32" MIN 8d @ 4" (NOTE 3) BLOCKED NOTES: 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) W W EL C7 0 W Z Z 0 J LL LL January 03, 2008 ` ,. o * 19568 o ".gIS 2 s � /ONAL. t' CXP RES 06/08/ 4 � SHEET S2 © CS16---, 12 P1 -6 u 20' 4x10 CID CS16 Girder Truss � 14x10 J El Trusses @ 24" O.C. 2' P1-4 24 4x10 Drag Strut Connector DSC (G.T. to Wall Top) (2) 6.25' `rJ P1 -4 CS16 @T &B Window Corner Ridge Line Iley Jack 24" O.C. CS16 TOWNSEND MODEL ROOF FRAMING & UPPER FLOOR SHEAR WALLS 1/4" = 1' 12 11 T ' / ,Girdee Truss 4x10 P1 -6 13' 0 x ti CS16 MAY 15 2.012 ED 1)0 1 Kr. Gp�AP -��' APPRO • 01.0 RECEIVED CITY OF TUKWILA APR 14 2008 PERMIT CENTER CV ' W F3?) U Z Z z Q� � — N = W O W I- J 0 ) C9 L o zco n W d . O u- C9 O w z J C) W 2 of 2 0 o C/) *k <C W Z I_- 0 S co 00< w W 0 0 T1 SHEAR WALL PER PLAN HOLDOWN PER PLAN A.B. PER SHEAR WALL SCHD FOR SIZE AND SPACING, UNO 4" CONC. SLAB . e . 7/i9Y/` A *4016" OC (90° ALT HOOK 0 GOT) ROUGHEN 4 CLEAN - -fi 13 Sd04 or 2X BLK'G W/(3)10d TOENAIL PER BLK'G 10d TOEN 08 O.G. WALL PER PLAN (4)IOd E,4 BLK'G RAFTER (OR TRUSS) PER PLAN FL JST PER PLAN 2x SOLID (TJI FOR TJI FL) BLK'G 0 48" OC 19 STUD WALL (2)I6d TO EA STUD Sd04" OC 2X LEDGER RAFTER PER PLAN W/ (3)1Od TOENAILS TO LEDGER - 21 . d • • • .a A .TYF • °' 4 ,E 11 4 z / //0/Ac` 16d09" P1 -6 WALL, 16d*+6" P1 -4 WALL; 16de3" PI -3 WALL; 16d02" P1 -2 WALL; 16d€12" ELSEWHERE /I OR HDR PER PLAN STUD WALL (SHEAR WALL WHERE OCCURS) 7- HOLDOWN PER PLAN 14 ri 8d 04" O,C, 2x BLK W/ 16d 0 S O.G. TRUSS PER PLAN A35 ( TO TOP PART OF RIM JST OR BM) FL JST PER PLAN WALL OR BM /W1 . _ ' -- r all 11 11 (2) *4 BLDG PAPER ? DAM (BETWEEN CONC. 4 FL JST, 4 cq OVER SILL WALL PER PLAN HOLDOWN PER PLAN *4016" OC a0 c 4 "m DRAIN A.B. PER SHEAR WALL WHO FOR SIZE AND SPACING, UNO (2) *4 ROUGHEN 4 CLEAN Pg1 5/4" CEDA DECKING STRAP PER PL (0 EA END OF DECK) FLASHIN DECK JST PER PLAN STUD WALL PER PLAN STUD WALL PER PLAN FL JST PER PLAN NOTE: FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIP GALVANIZED PER ASTM A -153 OR BE STAINLESS STEEL. 10d TOENAIL 08" OC HOLDOWN PER PLAN PER UPP S.W. EDGE NAILING PANEL BREAK PER LOWER S.W. EDGE NAILING 4 DRAIN PER S.W. ED NAILING FOR SHEAR WALL SPLICE LENGT =48 BAR DIA. 18 MIN. WASHED CLEAN GRAVEL a HOLDOWN PER PLAN • ROUGHEN 4 811 CLEAN PER PLAN STUD WALL PER PLAN 16d09" A.B. e 5' O.C. MAX (PER SHEAR WALL SCHD FOR SHEAR WALL) (2) *4 *5 012 O.C. q E *5015 *4012 O.G. BACKFILL AFTER BASEMENT CONC. SLAB -ON -GRADE SHOWN ATTAIN DESIGN STRENGTH " CONC S.O.G. SHEAR WALL PER PLAN 16d09' 2x RIM (1 3/4X LSL FOR TJI FL), UNO SHEAR WALL PER PLAN SOLID BLK'G TO MATCH HOLDOWN STUDS ABOVE FL JST PER PLAN 5ST1328 U.N.O. 2x6 NAILED TO RIM JST W /(2) ROWS 16d 0 2 1/2" O.C. MIN. WALL PER PLAN DRAG TIE PER PLAN 4' - 6 11 HOLDOWN PER PLAN PER UPPCR S.W. EDGE NAILING 10d TOENAIL 21%C BREAK PER LOWER S.W. EDGE NAILING (3)16d TO NAILS EA BLK 22 z HDR PER PLAN 2 ROWS 16d 06' OC (2x STUDS) HOLDOWN, PER PLAN A.B. PER SHEAR WALL SCHD WALL TOP LATE *4 0I2" O.C. E.W l0 WALL ENTR; VERT BARS 9O° HOOKS 0 BOT) 23 SHEAR WALL PER 2x RIM (1 3/4X LSL FOR TJI FL), UNO SOLID BLK'G TO MATCH I- IOLDOWN 5313d EN BL ( FL JST PER PLAN FOR SIZE 2x SOLID (TJI FOR TJI FL) BLK e 48" OC SHEAR WALL PER PLAN 2X BLK'G W/(3)10d TOENAIL PER BLK 143 EVER OTHER TRUSS WALL PER PLAN 8d04 OC ROOF TRUSS PER PLAN POST 4 POST BASE PER PLAN STRIP FTG PER PLAN FOR SIZE AND REINF. (MIN. 12 W/ 2 - *4) FL JST PER PLAN A.B. PER SHEAR WALL SCHD. FOR SHEAR WALL (5 OZ. MAX FOR OTHER WALLS) (2) *4 *4012 O.C. (H) *4016 O.G. (V) *4016 O.C. 8 " aA / /AV / 11 2 ROWS 16d0 5" P2 -3 SW (ALT 0 2.5 ") c4 811 Q II 4 DIA DRAIN P2 -3 5W SHEAR WALL PER PLAN 10c1 TOENAILS 0 011 o,C, HOLDOWN PER PLAN E ER FL DIAP1 -I EDGE NAILING (STAGGER) FL JST, PER PLAN 2 ROWS 16d0 5" P2 -3 SW (ALT 0 2.5 ") A.B. PER SHEAR WALL SCHD GABLE END TRUSS SHEATHED AND NAILED TO MATCH SHEAR WALL SHEAR WALL PANEL EDGE NAILING SHEAR WALL PLAN EQUAL, 24" MAX 2x4 MIN OUTRIGGER 0 4' MAX OC PANEL BREAK RUSS PER- PLAN 45° MAX 2X6 BLK'G W A23 CLIP EA END (6) 10d TC BLK'G IAGONAL BRACING 0 48" MAX OC (2X6 FOR L >8', 2X4 FOR L.< 8') W/ (6) 16d TO BLK'G 4 423 CLIP TO WALL TOP PLATE GALLON FRAMING IF DIAGONAL BRACING SHOWN ABOVE 15 OMITTED 8l SHEAR WAL PER PLAN 2 ROWS 16d €12" 0. PI -6 # P1 -4 WALLS, 2 ROWS I6d 0'1" O.C. PI -3 4 P1 -2 WALLS, HOLDOWN P PLAN (2)2x, OR (1)4x OR 6x SWEAR WALL OUTSIDE CORNEIR SHEAR WALL PER PLAN MAY 15,_ 2012 24 12" MIN SHEAR WALL, PER PLAN ti STRAP PER PLAN, TYP EA CORNER ti WALL PLAN PER SHEAR 2X MIN BLK'G, TYP SHEAR WALL, PER PLAN RECEIVED CITY OF TUKWILA APR 14 2008 PERMIT CENTER . ti W O Z o0 Z C) W 0 �Q Z Q _ — N OC = W WI-Jc W # Z � > N O Z — " Z C CI W I oW 0 Z ~ 5 SHEET 1— co W (o W ?� 0 F- p0 U) Z Z Q W Z I- CO 00< W W D (1) a 0 December 21, 2007 0 ., CA \VAS 1 R �xP4R s S3 U 0 0 0 2 0 00 X O 0 a_ 0 e) N 0 00 X mot" 0 I z 0 U re) N 0 X 0 I U w 0 ° 03 m () Q N N. co c0 X CO j o Co 0 r` c 0 o 00 O X J m 0 ¢ / n' ro 0 000 r nro N .CVCV ua co co oi 0) M � Z < z co EL. lei z w► -o� w >Oww LL (n CL X 11 1 I. I CONNECT TO EX 4" 1 -4" GATE VALVE, 1 -4 "x8" DI REDUCER, 1 -2' SPOOL 4" 14.5 LF 8" 1 -8" COUPLING 5- • S. 139th ST. S. 140th ST, S. 141st ST. t ST. d ST. DESIGNED HPP DRAWN HPP CHECKED PDC // c, 'n TEE R (RJxFL) ( FLxMJ) DI PIPE DI PIPE SLEEVE x 2 6 S. 139th ST. 0 S. 142nd ST. a-� ik . n. 0 REVISED PER FIELD INFO S. 137th ST. 1 S. 140th ST. 3 REVISED PER DISTRICT COMMENTS 12" FIR DITCH EX. FIRE HYDRANT 13908 1/2 45TH AVE S. REYNOLDS, ESTHER D IRENE 13908 3 co m SITE 2 REVISED PER DISTRICT COMMENTS 1 REVISED PER OWNER REVIEW COMMENTS SYM REVISION PARCEL NO. 734760 -0440 4502 S. 139TH ST TENJER, ZORAN & VI OLETA PARCEL NO. 734760 -0525 6" FIR E GE VICINITY MAP (NTS) " DECID. i Li .w 20'± -5 112 CO 1C PARCEL NO. 734760 -0445 (VACANT) METTLIN, JERRY D 03/13/061 PDC 02 /10 /O6HPP PDC 9 -12 -05 LMR PDC 7/03 FPH PDC DATE BY APP'D 24" DECID 0 s Date NOV 006 By TH P s. An Engkieerh9 WATER METER (TYP.) FINAL METER LOCATION TO BE COORDINATED WITH DISTRICT & OWNER (TYP.) 4509 AS B ILT PARCEL NO. 734760 -0450 4514 S. 139TH ST METTLIN, JERRY D RESTORE GRASS SURFACE TO APPROXIMATELY MATCH EX. CONDITION. AC '..t:aEx 3' YL' :4..:k T. 243 LF " DI, CL 52 - 1 39TH DEFLECT PIPE AT MAXIMUM ONE -HALF 0 ........... ' " "' "" " "" -- $s 1 SINGLE MANUFACTUER'S RECOMMENDATION (TYP.b - -SERVI YP -..... ,.. -..-.. GRAVEL ULVERT M4,I PARCEL NO. 734760-0540 4509 S. 139TH ST WISDON, MELYNDA J 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. t 4514 S. 140TH ST MALDONADO, ADRIAN C PARCEL NO. 734760 -0541 520 EX. WATER METER PARCEL NO. 734760 -0541 RESTORE I AC BERM; LOCATION OF SURFACE FEATURES AND UTILITIES SHOWN WEST OF CULVERT ARE APPROXIMATE BASED ON FIELD fr INFORMATION. VERIFY LOCATIONS AND CONTRACTOR 2 5 ALL UNDERGROUND UTILITIES LOCATED BEFORE COMMENCING WATER MAIN CONSTRUCTION IN S. 139TH ST. CONTACT ENGINEER IN CASE OF CONFLICT (TYP.) �\ 1- 4" TEE RJ J( FL 81�- DI, CL 52 SPOOLS (PExPE) 7.1g: v. xij ' : I2EA -1LF & 1EA -6LF/ i:. 1 -4" GATE VALVE (FLxRJ) 1 -8 "x4" REDUCER, (FLxRJ) 1 -8" ADAPTOR (FLxRJ) 1 - "x6" TEE, ( RJxFL) 1 -6" GATE VALVE, (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.) 1 -8 "x6" TEE, (FLxFL) 1 -8" GATE VALVE, (FLxRJ) 1 -8" ADAPTER, (FLxRJ) 1 -6" GATE VALVE, (FLxRJ) 1 -FIRE HYD. ASSEMBLY, (RJ) A LL RJ =MEGA -LUGS (TYP.) AC PAVEMENT ..A,,. vr:tr ". :17; ':wl.• A....76wrn PARCEL NO. 734760 -0545 412(4 --- 1 s 750 Sixth Street South Kirkland, WA 98033 PH: (42.5) 827 -2014 1- 800 - 945 -8408 Kirkland . Seattle . Federal Way PARCEL NO. 734760 -0470 4524 S. 139TH ST BENSON, REONA 4525 S. 139TH ST GOSS, GERRILYNN - RE ORE GR SS SU FACE TO AP ROXIMATELY MA CH EX. CO DITION. -CONS Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. www.paceengrs.com FAX: (425) 827 -5043 . Portland RESTORE - AC BERM 41 LF 8" DI, CL 52 41, I.E. WA 200.8 TOP SD 199.81 1 , • -8 " 45' BEND, (RJxRJ) r M ......- `r f I. 7;i "eTr.3 µµ MIN. OF (2) STI DI, CL 5 PI (FULL LENGTH- . BE REST Al (RJ) J INT {Yr111 2 SPOOL f M 204.' E r98 eN C 1/ '45 LF 8" DI, C1 52 RJ PPE, 1E 19110 NW,S 1 -8" 45' BEND, (RJxRJ) 22.0' WA EASEMENT TO INCLUDE ALL OFF, DRIVEWAY (TYP.) I.E. SS 205.53 TOP WA 201.0± S CROSSING IN � ACCORDANCE WITH THE . 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.) EXISTING PRIVEWAY SIGNATURE I.E. WA 200.8± l 15 Q \ WAT ER EASEMET \ ! \ ` 1 RIM 229.18 !: 216.70 N,W ROW 0 i APPROVAL SUBJECT TO: WASHINGTON STATE DEPARTMENT OF HEALTH FIRE MARSHAL. CITY OF TUKWILA GRADING AND /OR RIGHT -OF -WAY PERMIT , 30.0' \VACATED \ROW °. APPROVED FOR CONSTRUCTION KING COUNTY WATER DISTRICT NO. 126 DATE King County Water District No. 125 • .22t. ..:... 72 LF 8" DI, CL 52 RJ PIPE 1E i MAY ,I 5 2012 FIELD BOOK: SURV. CPU FILE: DATUM: is P 2 - 8" 45113EN DS, (RJcF I. . SD 221,33 TOP - 221.3± -- • REFERENCE INFORMATION 1 \ \ '` \, \ \ \ \ \ , ..- ▪ \ - n ` \ \ \ \ e \ \ \ \ \ a \ \ \ \ \ \� \ \ N \ \ \ `` `, ` 'I', N N N N. \ \. - N N N. � T � \ N N. •,, N \ ' ) N �- -.''.� \ \ \ N. \ N N. N. ' }a \ \ ` \ \ N. --,?- z ;- -N7, 15'17 \� \ ▪ - N N. \ \ \ \N N. \ ...:,.■ N. � � - \ `` - \ `., `\ • 1 ATION 9Ri AYS 1 Jr- DATE NOVEMBER 2006 SCALE \\ \ \' s�, �Q `\ \ c \ \ \ \ \ '0 \ 1 " -20' 30.0' G VATION�BY\O .'" ERS FOR / ) RUT •ME ON 1 "PROVIDE MCI V�.� •fl~ V MAIN- F0k - ALL I SI -T C• �. • IYIONS. � Q P • . DE'AQCU ATE TER IN''D.EPTF1` IN AAA 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. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL, OR ROM AC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS 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 PRECIPITATION. 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. 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. 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO 125. 11. � m 26. 1 V‘ ) ;c, W.D. NO.125 STANDARD NOTES: 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 0 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. 20 FOSTER RIDGE SHORT PLAT WATER PLAN AS. BUILT GRAPHIC SCALE 0 10 20 ( IN FEET ) 1 inch = 20 feet SHEET 40 Call before you Dig. RECEIVED CITY OF TUKWILA APR 14 2008 PERMIT CENTER 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) JOB NUMBER 05109.00 DWG NO.P8673wa04ASB.dwg [WAT OF 1 co co oo 0, n C0 C) CO Co Co Co co co co c co co x 27.37' �4 — 19 LF -6" 5 =0.01 raa > 100.01' CONSTRUCT CROSSING IN ACCORDANCE WITH D.O.E. CRITERIA FOR SEWAGE WORKS CONSTRUCTION END IE= 203.82 IE= 209.04 0.0' G °ESS TO 221 21 END IE= 209.88 81.04' A 2 44 .54 ' DESIGNED HPP DRAWN HPP CHECKED PDC EX8 "SS 5= 0.067 AC PAVEMENT (PA VED) 2 1 SYM 4524 (PA VED 4525 IE= 188.40± IE= 190.95± IE= 191.41 IE =203.2 W EL c 00 J `n' REVISED PER DISTRICT COMMENTS REVISED PER OWNER REVIEW COMMENTS REVISION 30.0' VACATED ROW 9 -12 -05 7/03 DATE • EX. SSMH RIM 228.1± (ADJUST TO MATCH FG) LMR FPH BY PDC PDC APP'D .7f x 78 OP 0 0 IE= 189.30 14 LF -6" PVC S =0.01 6" CLEANOUT AT END IE= 189.44 6" CLEANOUT AT END IE= 189.89 4 NOT ` �e - i4, 2 L Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 750 Sixth Street South Kirkland, WA 98033 PH: (425) 827 -2014 1 - 800 - 945 - 8408 www.paceengrs.com FAX: (425) 827 -5043 Kirkland . Seattle . Federal Way Portland VAL VUE SEWER DISTRICT 14816 MILITARY ROAD SOUTH SEATTLE WE, 98169 REFERENCE INFORMATION FIELD BOOK: SURV. CPU FILE: DATUM: e V LJ ) DATE JULY 2003 SCALE 1 " -20' 6 FEFEVENcE ()MGT GRAPHIC SCALE 20 0 10 20 40 Ktv CODE COMPLIANCE APPROVED JUL 1 To City Of Tukwila ON BUILDING -p DIVISION_ RECEIVED CITY OF TUKWILA JUN 16 2000 PERMIT CENTER ( IN FEET ) 1 inch = 20 feet FOSTER RIDGE SHORT PLAT SEWER PLAN M AY , 15 2012 0 Call before you Dig. 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) JOB NUMBER 03053.00 DWG NO. P8673ss.DWG SHEET C 1 OF