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Permit D07-207 - REHABITAT NORTHWEST - LOT 5
REHABITAT NORTHWEST LOT 5 4612 S 140 ST D07 -207 Parcel No.: 3229200094 Address: 4612 S 140 ST TUKW Suite No: Tenant: Name: REHABITAT NORTHWEST - LOT S Address: 4612 S 140 ST , TUKWILA WA City -4f ,f 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 Owner: Name: REHABITAT NORTHWEST INC Address: 3601 MARGINAL WY SW , SEATTLE WA 98105 Phone: Contact Person: Name: CHAD DETWILLER Address: 3601 W MARGINAL WY S , TUKWILA 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 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 - 207 Issue Date: 05/09/2008 Permit Expires On: 11/05/2008 Expiration Date: 05/24/2009 DESCRIPTION OF WORK: CONSTRUCTION OF NEW 2624 SF SFR WITH 429 SF ATTACHED GARAGE AND 75 SF DECK. PROJECT ON VALLEY VIEW SEWER & WD #125 WATER. Public Works activities include: temporary & permanent EROSION /SEDIMENT CONTROL, LAND ALTERING, ACCESS AND STORM DRAINAGE. Value of Construction: $265,416.08 Fees Collected: $5,443.51 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 007 -207 Printed: 05-09 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied Print Name: (% 1-JG A i Ke City a.)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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 105 c.y. Fill 78 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Y N Private: Profit: N Private: Permit Number: D07 -207 Issue Date: 05/09/2008 Permit Expires On: 11/05/2008 Public: Non - Profit: N Public: Date: 051 M 1 o ed this permit and know the same to be true and correct. All provisions of law and ordinances 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 performan e of work. I am authorized to sign and obtain this development permit. Signature: l.%v -r• 1 �%�" Date: /1.6" This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D07 -207 Printed: 05-09 -2008 Parcel No.: 3229200094 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 4612 S 140 ST TUKW City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REHABITAT NORTHWEST - LOT 5 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -207 ISSUED 06/08/2007 05/09/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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'Iukwila D07 -207 Printed: 05 -09 -2008 Permit Center. 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: 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) 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: 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) 23: 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) 24: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 - 1/2" N.S.T. hose ports and one 6" Storz pumper discharge port, and shall have a 1 - 1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 25: Maximum grade for all projects is 15 %. 26: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Marshal 51. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 30: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 150 feet. 31: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) doc: Cond -10/06 D07 -207 Printed: 05-09 -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 32: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 33: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 34: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 35: Minimum 48 hours in advance applicant shall schedule a pre - construction meeting with City Utility Inspector at (206)433 -0179 or 206 -571 -6321. 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. Applicant shall obtain a Sanitary Sewer Permit from Valley View Sewer District © 9206)242 -3238 and Water Meter Permit from Water District #125. Tukwila inspection for water service line between meter and the house is required since WD #125 inspection terminates at the meter. 36: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 37: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 38: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 39: Any material spilled onto any street shall be cleaned up immediately. 40: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 41: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 42: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 43: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 44: It is strongly recommended that storm drainage designs be certified by a licensed engineer. Otherwise, the owner assumes liability for the design and any subsequent related damages. 45: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 46: Prior to the Final Inspection, a copy of PRIVATE access over City right -of -way including a maintenance agreement shall be submitted for PW review and then recorded by the applicant. Recorded copy shall be submitted to Public Works. 47: 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. doc: Cond -10/06 D07 -207 Printed: 05-09 -2008 48: Land Altering (grading) to be carried out in accordance with the plan dated and approved on 49: A copy of the recorded easement document for ingress /egress and utilities shall be submitted to the City Utilities Inspector prior to the Final Inspection. 50: All conditions of the FOSTER RIDGE PLAT plan approval shall be met. The Geotechnical Engineer of record shall provide certification on a lot by lot basis, including utility lines excavations that the work has been completed in accord with all geotechnical recommendations. 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 * *continued on next page ** D07 - 207 Printed: 05-09 -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: / i i Date: 0/9)� Print Name: 1 l 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 doc: Cond -10/06 D07 -207 Printed: 05 - 2008 Cbtitjgtty Hattie: at_ r'us+ . Malling Address: HISS /(o$ / €. 4.)F CITY UE CITY OF TUKWILA botttmtun /ty beVelopinent Department POW bile Wotkt bepdrtntent Pehnit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.ci. tukwila.it'a. us 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" ieettfitNflh1 : .eb:t #140,44 � / C�.k petty °Whets Name: Pt &br4s+ 1 . t /4«Jes �ilittg Addrt:ss: cJ. 14 41, S CJ ON tsho dri a toot ct K heft your petmtt is ready fv be last dtlt�:.. . r : 6lilig Address: ...V00 i W. I+ # •si& ( tJ4 S k) h -Mali Address: a.o"tS,rda Lariceltkcas1 Cdhu1eti Matte: 4e14i11t L,( weS� �'x - Mdiiing Address: ...& )I k). iva i„04,_( /,� In �, Sit) f Contact Person: &w ie/ i✓ -Mali Address: 4.a.e) &feL ;41 bet-4 d .cer-- Ctitittdetot Registration Number: I I411 AO. 9 7.3 �- Company 4ante: ' Mailing Address: C6titact Person: $ -Mail Address: Contact Person: Ii P -Mail Address: M:0 /04.,N aOdl p y c�, ao.e owt 0:\Applketiom \Poem- Appliee&aa On Linelt__ - Permit Application .doe Weed: 9 -2006 hh City LJr / King Co Assessor's Tax No.: 2 � 001C) Site Address: ‘Q f I O ��� ` ( " 2.0 *5 ? Suite Number: Floor: 1 s ) 4 New Tenant: ❑ Yes ❑..No 98/06 Zip Day Telephone: ) - 73 s 5 w14 9J'4 City State Zip // Fax Number: ( 4 93-r 7355 City Day Telephone: 4 , 7355 Fax Number: State Zip ) 933 - 9345 Expiration Date: OT/90/ • State Zip City Day Telephone: Fax Number: oh- B/st)7. City State Zip Day Telephone69S) - t 9 - € 9 7 Fax Number: ( 1 1 2 5 ) i 3 q— O 90? 7 Page 1 of 6 Valuation of Project (contractor's bid price): $ (C0 rl Existing Building Valuation: $ Scope of Work (please provide detailed information): ( rack Q- .3 - bJra0^∎ It . Ord &i4 iraeA-a Ic P Will there be new rack storage? ❑ Yes 1" Floor. Tloors- _• thru •.••-- attnitint. ..'• ' Accessory Structure" Attached Garage I .eteched ttcovered Garage:: : €At(aolieifCDrpO <.:: •Detsiched Cafpott..... Covered Deck `v. o If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage B 3`.0 Floor Deck Existing: -v— Q: Applications \Forme- Application! On Line3 -2006 - Permit Application . doe Revised: 9 -2006 bb Addition E Interior Remodel ::> ...; Structure /J/k. q2-1 p /Ja ofd type r. type Qnstrucpon.per Occupancy; V8 Q -3 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Sgi$ Floor area of principal dwelling: / SP/ 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. Handicap: Number of Parking Stalls Provided: Standard: Compact: i Will there be a change' in use'? ❑ Yes fq No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑....... Sprinklers ❑ Automatic Fire Alarm a( None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION -206 -433- 01'79 Scope of Work (please provide detailed information): otv4frucX - beckee. 7 Ski Water District ❑ ...Tukwila ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Celli licatc Water District it 125 Call before you Dig: 1 -80f- 424 -5555 Please refer to Public Works Bulletin #1 or fees and:estimate :shee Val Vuc ❑ ..Renton ❑ _Sci\ Availability Provided Septic System: ❑ On -site Septic System For oii-sire septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (juark b which apply): []7...Civil Plans (Maximum Paper Size – 22" x 34 ") ❑ ...Technical Information Report ( Storm I )rainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right - of - way Usc - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑...Construction.Excavalion Fill - Fight- of -\\av Non Right- of -isav ...Total Cut .6 cuhic \ ard, VI ...Total Fill 0 2 � chic \arils ( EP...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Pr lniaation Domestic Water ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line P Water Meter Sim... . 5/� WO # ...Temporary Water Meter Site _ WO i ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public Private __ ❑ ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line —_ . - Number of Public Fire Hydrants) ❑ ...Water Monthly Service Billing to: Name: Mailing Address: Water Meter Rcfund.'Billina: Name: Mailing Address: ❑ Sci\cr ❑ ...Sewage Treatment O.' ApplicationsForms- : \pplicat: ",,. ; a: ..c r .pu borris n J Revised' 9 -2006 ❑ .. Geotechrical Report ❑ .. MaintenL.nce Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage City City ❑ .. Highline ❑ .. Renton ❑ .. Seattle ❑ .. Right- of-way Use - Profit for less than 72 hours ❑ .. Right -of -way Use – Potential Disturbance ❑ ...Deduct Water Meter Size ❑...Traffic Impact Analysis ❑...Hold Harmless – (SAO) ❑...Hold Harmless – (ROW) ❑ .. Grease Interceptor ❑ .. Channelization .. Trench Excavation Ft.. Utility Undergrounding Day Telephone: State Day Telephone: state Zip Zip Page 3 of 6 Unit Type: Qt\ Unit Type: Qty Unit Type: ::Qty Bailer /Compressor•:::: : :Qty Furnace - RTU I 1 Air handling Unit HH10,000 Cl'M Fire Damper 0 - 3 HP /100,000 BTU Furnace=•100K BTU _Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected In Single Duct Thermostat 15-30 HP /1,000,000 BTU Suspended/Wall!Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP /1,750,000 BTU Appliance Vent I food and Duct _ Emergency Generator 50+ HP/1,750,000 BTU Repair or Addition to Heat/RefrigrCooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit 10.000 CFM tactncral„r Comm'Ind MECHANICAL PERMIT INFORMATION — 206-431-3670 MECHANICAL CONTRACTOR INFORMATION qq Company Name: 6ssi(c pa ; f- -st A; r : Pi,11. Mailing Address: Po Bo ,L. O City State Zip Contact Person: — Tirol Day Telephone: 660) `131 -C E -Mail Address: Fax Number: (-36 0) R9 7— `a S73 Contractor Registration Number i A STL 11 A- CS5 i- I L Expiration Date: a7 /S, Valuation of Mechanical work tcontractor's hid price): $ 7 OOO Scope of Work (please provide detailed information): — 1A0.l441( ,k3elJ ?cks Use: Residential Ncv' .... Replacement .... ❑ Commercial: Ne .. /❑ Replacement .... ❑ &L k3A- /83$s Fuel Type: Electric ❑ (ias.... Other: Indicate type of mechanical work being installed and the quantity below: C) 'Appl ications' Fonns-Applicat 0114); Revised: 9 - Page 4 of 6 Fixture Tv•e: Qty i Fixture Type: Qty Fixture Type (qty :- i i-*H- 'ype ( : Bathtub or combination bath /shower Drinking fountain or water " _ cooler (per head) Wash fountain Gas piping outlets L Bidet 1 ood- \\astc grinder. commercial Receptor, indirect waste Clothes washer, domestic l Floor drain Sinks Dental unit, cus idor Shower- single head trap Urinals Dishwasher, domestic. with inde endent drain I . o •ator Water Closet 3 Building sewer or trailer ark sewer Rain \\ atcr system — per drain (inside building) Water heater and/or vent I Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor. including its trap and vent. except for kitchen type grease interceptors Repair or alteration of water pipin ^_ and or water treating Nomment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas • PLUMBING AND GAS PiPiNG PERMIT INFORMATION Building Use (per Intl Building Code ): �lJ Occupancy (per int - 1 Building Cole 1: R - Utility Purveyor: Water: Kali NT is S p : Applications \Form,- Appl(cahow ( lint : - 'O(Y. .,wtl ;ppi:cnh `n cnc Rcvi,nl: 9.200', bh PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: ) 4',\ RA.AtLt.\ - Mailing Address: 317 I - S� reQ Contact Person: Tc)e.) City Day Telephone: (2S3 9 - 5'965' E - Mail Address: Fax Number: Contractor Registration Number T F L t.t. p q NjGC Expiration Date: 7 /31/0-i Valuation of Plumbing work (contrite tor s bid price): $ 000 Valuation of Gas Piping work (contractor' bid price): $ 2 Scope of Work (please provide detailed inlormation): " (I AI Q�t� ,. , F,;�I 5 0 ae r hest SFR Sewer: Ve I g4e, Indicate type of plumbing l ixIure, and/or gas piping outlets being installed and the quantity below: Wei 9P��5 State Zip Page 5 of 6 PERMIT APPLICATION NOTES - Applicable to all permits in Value of Construction in all cases. a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Appliea for \\ hick no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Budding Official nun Limn! one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and ustiliable 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 t\ riting and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). i HEREBY CERTIFY THAI i I (AV] 12.1 AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJM tRY isl' "1 I II. I ,AWS OF Ti -IF STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR . \l Ti ORIZEI) .\GENT: Signature: Print Name: Mailing Address: 3C3C..) ( W- /I42r5 41-7 S (� I Date Application Accepted: Q. V'ppi cations`.Fonno-: \pplicnn „i�. Revised: 9 -2906 Date: SA °,°-7 Day Telephone: - 73 S - S Date Application Expires: 214 iiet City • state Zip Staff Initials: J Page 6 of 6 Receipt No.: R08 -03320 Initials: JEM User ID: 1165 Payee: REHABITAT NORTHWEST, INC. ACCOUNT ITEM LIST: Description BUILDING INVESTIGATION 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 Payment Check 3662 58.00 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 3229200094 Permit Number: D07 -207 Address: 4612 S 140 ST TUKW Status: ISSUED Suite No: Applied Date: 06/08/2007 Applicant: REHABITAT NORTHWEST - LOT 5 Issue Date: 05/09/2008 Account Code Current Pmts 000/322.800 58.00 Total: $58.00 Payment Amount: $58.00 Payment Date: 09/22/2008 03:20 PM Balance: $0.00 doc: Receiot -06 Printed: 09-22 -2008 RECEIPT NO: R08 -01537 Initials: WER User ID: 1655 Payee: REHABITAT NORTHWEST, INC. SET ID: 0509 SET NAME: REHABITAT NORTHWEST SET TRANSACTIONS: Set Member Amount 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 130 3,568.90 D07 -208 3,568.90 M07 -134 194.00 M07 -135 194.00 PG07 -165 387.00 PG07 -166 387.00 TOTAL: 8,299.80 TRANSACTION LIST: Type Method Description Payment Check 3794 ACCOUNT ITEM LIST: Description BUILDING - RES GAS - RES MECHANICAL - RES PLAN CHECK - RES PLUMBING - RES PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES SET RECEIPT TOTAL: Payment Date: 05/09/2008 Total Payment: 8,299.80 Amount 8,299.80 8,299.80 Account Code Current Pmts 000/322.100 4,768.04 000/322.100 176.00 000/322.100 388.00 000/345.830 40.00 000/322.100 558.00 000/342.400 109.00 000/345.830 74.00 000/342.400 150.00 000/386.904 9.00 104.367.120 2,027.76 TOTAL: 8,299.80 2198 05/09 9711 TOTAL 8299.80 RECEIPT NO: R07 -01080 Initials: WER User ID: 1655 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: /hmww.ci.tukwila.wa.us Payee: REHABITAT NORTHWEST, INC. SET ID: S000000786 SET NAME: REEiABTTAT SET TRANSACTIONS: Set Member Amount D07 -205 1,874.61 D07 -206 1,671.62 "D07- -x 207 * 1,874.61 D07 -208 1,874.61 M07 -132 41.00 M07 -133 41.00 M07 -134 41.00 M07 -135 41.00 PG07 -163 42.00 PG07 -164 64.00 PG07 -165 64.00 PG07 -166 64.00 TOTAL: 7,693.45 TRANSACTION LIST: Type Method Description Payment Check 2241 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW SET RECEIPT TOTAL: Payment Date: 06/08/2007 Total Payment: 7,693.45 Amount 7,693.45 7,693.45 Account Code Current Pmts 000/345.830 6,393.45 000/322.100 1,000.00 000/345.830 300.00 TOTAL: 7,693.45 9143 06/08 9716 TOTAL 7693.45 Project: / /r/!il 6/ /4i /t/4( J s Type of Inspection: 1- /'v-i / \ 1 �J Address: Z /6/2 S / s 7 --- Date Called: Special Instructions: Date Wanted: 7- iG - O c.rti' Requester: Phone No: c - 25 -- 5 - 3z/7 '3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Insp or: ant p 4-i' 4/ i INSPECTION RECORD Retain a copy with permit /)47-107 PERMIT NO. (206)431 - 6 0 Date: • 0.00 REINSPECTION FEf REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd Suite 100. Call to schedule reinspection. Receipt No.: 'Date: iR°Wy ..a1 I AwiaPN•' in1F4a- H. 4 '. _'1r Project: tVEl•1 ab� k L 4 # 5 Type of Inspection: P w F'..■ Address: 4( 12 S 140 St Date Called: 1 !r ('Ip9 Special Instructions: Date Wanted: / — 1 f ifo1O1 a.m. P.m. Requester: S+tve.— Phone No: ❑ Approved per applicable codes. 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 Corrections required prior to approval. COMMENTS: — V,,p)("tc 'Inspector: (9S I Date: l (I Co 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: '1 -ii. ,� ,scu a x xcai COMMENTS: Type of Inspection: ��A/ �4 / - \ C c' 4 �� ,/ f /,;„ �- g .� _42 1 Date Wanted : z f n G - 4 p' , /vc.,9 Phone No: 3) "Pbt.i.L N, fi,vHI_y cg > ` " i(l -e )ci/n4 — % ?,xfr t-. Al, SS.jv C, Protect: ek6: f/7-{ Nw Type of Inspection: ��A/ �4 / - \ Address: y s i yu _,— Date Called: Special Instructions: .-- Date Wanted a. r1. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 El Approved per applicable - codes. L r 7 i a w t 69.00 REINSPECTION E REQUIRED. Prior_to inspection, fee must be p d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: 07 -207 1ZI C orrections required prior to approval. /— COMMENTS: tiUth ti,,o( 0....e( b« HA- p(a-td -L : ' c �p� (04-e_ aft t. d zeLe14 _ S -1 � ' fnn .sh.t e 4 �P�YY) t')l� 1'Yl.t.� i C' � C�� � �C at-' -/-vt `- lf 7 �-� . fen-vx � � I ✓'lJ "V-pvI L+ rcv • ..u. ( B'h !et .S t ,-- tu _Treed l 4v)atta /0 .pAAP_Afteei1 M.A. Ate-4 c' f,,f SS k-- lot sibtee titiy ccn.t_ lb 0 G 2 4 J' e- _ R La-t-f -- �r /ei, P . tie. i., -e4-e. tt. , V ti.4. { � . 7 . ef 1 1 p� a-1� - bl--�" t b esr..tite DNS -o p , V INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Pro' ct: Type o Inspection: • dress: Special Instructions: Date Called: Date Wanted: a.m. p.m• Requester: Phone No: ❑ Approved per applicable codes. Inspector; Corrections required prior to approval. Date: -i1110i 'Receipt No.: 'Date: I co ,J\Q,rtArK f o V 7 `J/""'' ea/Lo . '. _ ..., t' `. -..� i '':ice- LI $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .)67 -201 COMMENTS: ,-s %11 , R laz...424.A.A.12.,A...i- t j ka• -^-& in,) Date Called: Special Instructions: 3 3 2 t 1t 62 �c Date Wanted: a.m. 4-21'.- p.m. 4 .. Pho ?,Ily (o — z s S— 34').1 "�JIZ \ c- i 1 ct.,v, S 1 Q tom �c } ! 4 V t 4-Q- ( ' lc k \ d Z Q 3vV {� e•-('-‘1--- TU. � r A. --c--0 I t Oui 1 1 10 c2-4-01.-- Pro cr iie „,1 Au . ,-s T of Inspection: � , - ,.k P(kA. ,�, Address: 4(p 12- s‘)., , U 140 _ISt Date Called: Special Instructions: 3 3 2 t �( �' T Date Wanted: a.m. 4-21'.- p.m. Requester: �� Pho ?,Ily (o — z s S— 34').1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 Approved per applicable codes. 'Inspector: pp p n $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: "V Corrections required prior to approval. `Date: Dt(Z`i (' m qt-244.**Nr*clIfig4agtfr coal Pr j e t: Type of Inspection: d ress: Y1-1A //O S-6--- Date Called: OY//5/o9 Date Wanted: V / /L1uy ra `em Special ecial Instructions: LK box 1)•%houSe Code = 5631 )? y».' ; n { o ►G(ci o /� Requester: --}e U 2, Phone No: !INSPECTION RECORD fletain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I ...A ❑ Approved per applicable codes. ? o7 - a 0 7 Q Corrections required prior to approval. COMMENTS: - Fivic(? — 1ivla 00 1.1? Pfv►�I 1 cowl (e.4(6 n o-F (Inspector: e 5 (Date: 11 1 (4o1 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 64004111160,,e t' Cry.. r- }...r.a�- s2'1..1ra>.� >.s t "K.�r' ?'.�s•rc�!. :.k, eft- 'Receipt 't 'Receipt No.: 'Date: Pr ' ct: l e h f6 i 1 Nk.) Type of Inspectio A;il e / Z S // /e 45,./ `T Date Called: Special Instructions: Date Wanted: ` ted: / V r � d 6 : a.m - Requester: Phone No: - cz �S2 ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2b6)431 -3670 COMMENTS: 1 Rec" i pt No.: 'Date: lnspec P r: Date: ,. 0 0 Approved per applicable codes. Corrections required prior to approval. .00 RE NSPECTION E RE ' UIRED. Prior to inspection, fee must be Id at 6300 Southcenter lvd. Suite 100. Call to schedule reinspection. <1 COMMENTS: kJ L i Type of Inspect n:_ _ Add , 910 (01 Sa J► I'f v ,1 Date Called: Special Instructions: S Requester: A; 0 6 — S`t -.s J S k Ati 2 1 ')--eP n - 1 n 0 V- c-„ r il, a -- ,� _ () u r 3 J ( ivt. e-e j P-‘-/' 1 CCr { kJ L i Type of Inspect n:_ _ Add , 910 (01 Sa J► I'f v ,1 Date Called: Special Instructions: S Requester: Date Wanted :q Z ,a �O " o p.m. one No: Ph`1 ZS,^ & — 521 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ilns 06)431-3670 Approved per applicable codes. ❑ Corrections required prior to approval. (Date: Q , 2-6 _ nv El $60.00 REINSPECTION FEE`REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: 4b / r"� 4 N vV Type of Inspection: 4 i � Aj t 1Date: Address: 2 —& i 5 iyo s1 Date ailed: Special Instructions: Date W ted: �a. Requester: Phone No: CC 77 Inspect 9U( 4 i � Aj t 1Date: ` 2-4 r # INSPECTION RECORD Retain a copy with permit V 0 2 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 70 proved per applicable codes. Corrections required prior to approval. COMMENTS: f1 ri $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: O MENTS: J Go .c—, p roW I /1-e 4 ( I.,/- c__ r j _ " --- (,, ..(---. .) `1.L.. t - - - - : / e a • .a ,I--- k n _ .‘,.\--/— / 3 Al / - , ( r W /- vf re Dat eyltant : X7/7 o 1- rA ' - • n/6___,/, won 4 U 64-t.1 p43J EM I,.A TL 3a" h '- /IA- el 6<-42,4 rid a 1,0d ) 5 l M /-o «c". ,z4 /fr 'I,oTpe/ Go . f.rr 3' p tU+✓✓t_ of /AX .Ci1 1 . r 4 MAX meter & J . /Ail re -i Pe Pro' t410/ 7r�/ o v e l�f� Type o � ori: j Address /Z S /7 v Date Called: special Instructions: Dat eyltant : X7/7 o a.rfi Requester: Phone No: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 (206)431 -36 Approved per applicable codes. 1Insp: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. rrections re quired prior to approval. 1 Date:9 $ tJ I X T a $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: -E MMENTS: 5) i 6(1-Si A, / F�ANr Aa -NJ 8 j ;rod ('AMT 0 /‘ A S 1( 0 ! 'irer � 4 Nv'T - Al$ n•-ft! P /'NQcl . ipsJA SYVU jkoeS (0 0 Je- ore4 eeP y , £s r, Ay s s • Ay . le,'#zl c.N 1- Li , (, p t i : ,ti f,), 5v iJ NP ter %< 13 .r 0 r A.,)1 v j a .f if ell i i S h n Lies (? _ �,,4f� k skw -' Project: f _ �_ Type of Inspection: , \ R eA A-6' Pvf Address: Date Called: 1_ •it0( S "t. I-40 Special Instructions: Date Wanted: 9 " ' C) p.m. I © I " Requester: Phone No: 4 2 5 " - . . . ( 9 2' — SSZ j lflSPe Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTI• NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36;70 Ei Corrections required prior to approval. 'Date: sr -T 60.00 REINSPECTION FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suitef 100. Call to schedule reinspection. Receipt No.: 'Date: • it j lflSPe Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTI• NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36;70 Ei Corrections required prior to approval. 'Date: sr -T 60.00 REINSPECTION FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suitef 100. Call to schedule reinspection. Receipt No.: 'Date: • it Proj ct: A i ---- Type of Inspectiop Address: ft, M -. S. I46 Date Called: r Special Instructions: p n i / Date Wanted: a.m ��Z p: Requester: Phone No: 47 r ?,1 — c'Mr SPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit - ?AD 7 PERMIT NO. v (206)431 -36'0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: (lnctor� A (Date: I � o El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: !Date: Project:, I -k e h A be v AAA W Type of Inspection: (.60 Addiet s: (0 1 Z. 1 L L() cA- Date Called: Special Instructions: Date anted: — - 0( p.m. Requester: Phone No: , C ..) INSPECTION NO. INSPECTION RECORD Retain a copy with permit DO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (7 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 - pi-Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Ins tor: I Da ( t& y._ $ . 0 REINSPECTION FE REQUIRED. rior to inspection, fee must be pa at 6300 Southcenter Blvd., Suite 1 0. Call to schedule reinspection. 'Receipt No.: 'Date: Ppo p Type of Inspectio D ate Called: — 71110 2 Date Wanted: 7 prpg a.m. Address: r +4 P s * 14 to ' Special Instructions: Requester: Cone Ng: 4 j//11 09 �V 50 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 S Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: iti 0 344,..‘ . - ) S . r Inspector: Chi ra 4/fa L $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project; P hA tf Type of nspection: UcAvCorP -1' S 4 6 Address: LL.. 1 t L ID C-+ Date Called: Special Instructions: Date Wanted: 7- )0-06 (d.rIP p.m. Requester: Phone No: , �ZS - 44`7 -- CE. ( 1 INSPECTION RECORD Retain a copy with permit Do7- O7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: j inspectq fl r: Y Date: — n $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: Pr P . ► t. mo 1 H ype o fjxts ecti COI 5 Ad r� �S 1 ) Date Called: �� S± cial Instructions: ��� �4' u�� i Date Wanted: . LJ O P. Requester: P;) i f 0 % V 54 I DD-a.07 NSPECTION 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 S El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1 041 It ' A4 cc SL( �(d , ; (Inspector: Date: 1 /3 4 J $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 1 Prokt 4446/y4 Type of Inspection: Addre s: 4 /2 s / L/D --< Date Called: L) ,P .9 4( S Special Instructions: Date Wanted: G i Z 6, _ .._ p•m. Requester: Phone No: yz s — 9W - 41 - 2 </ INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspg'ctor: r ate: (9 El $60.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: Tyo...qf Inspec ion: g -e (.,- e:U A- L Ce- -7"x,1 Addre s �a 5 / Date Called: io tY T Zo l /) C) ` 7 '"fie ..-- J . r �/ (-A A tiI� { ��� l it S �t,.�e -r1�, F r. J, 0 f. xf "v Kr 6(p / 0xA o Phone No: QQ om! - ' 1 7 / 2-'5 ^- 6 `. - 2 �? C ) r- C,roi„ -ti.i 1 kAS 1 2e, (e)cte- ..i 1 P Proj Tyo...qf Inspec ion: Addre s �a 5 / Date Called: Special Instructions: 9 6 / y Date D Wanted: .—/ 0 - S Requester: Phone No: QQ om! - ' 1 7 / 2-'5 ^- 6 `. - 2 �? C ) N3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION p. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 'Inspect A 'Date: 6 _ 70 _ ri $60.00 REINSPECTIOI( FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection: rn,ldd4- r,d,(r per ( 35 c)/' () !M c — r , a k... —,� — _ r , - , P A -P el 1- P �� A-((, Jet,F 0', ( S C,i.) , v_ ALT J td ✓- .0 Q_ A-st ■ �.S P -(TI )/ )[ f p ),c-c.e IIIr k v I) , -f -,) . s f tki /st "_... S of E. re. - L .,, / t„1 r 1 A ( (J rr k &) I 0 Ai Ai Jet i_ -e I)),,fe A 0 IvDJ po I f Proj ( Vkeh4 f Nu) 1-6-t Type of Inspection: rn,ldd4- r,d,(r Address: L)h12 S 1 (4©S+ Date Called: Special Instructions: _ Date Wanted: tip —Z T406/ Requester: Phone No y2 : 0 7 —SZj6 INSPECTION RECORD Retain a copy with permit INSPECTION ` • PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 ID Approved per applicable codes. orrections required prior to approval. ) — Date: El $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southce er Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: M4 6� 76 NA /249i i -/ lv Type of Ins ection: � O7 - Addre s• 0 /Z S / yo S'� Date Called: Special Instructions: Date Waned: ,,ai�m. Requester: Phone No: 4/ 5- 829' —Z INSPECTION NO. INSPECTION RECORD Retain a copy with permit 0067767 _ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,/i 1 f 7.3 6 A � () C9l «&d, / / Inspectr � A / V IDate• ( O 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: Date: Proj9ct: Sprinklers: Fire Alarm: Tye of Inspection: Monitor: Address: U Suite #: s G ¢-- Contt ct Person , v '. Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER J Approved per applicable codes. A INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575- Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS I Corrections required prior to approval. COMMENTS: I / Hrs.: Inspector: a ,- v ❑ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 May 5, 2009 Introduction Group Northwest, Inc. Mr. Steve Detwiller Rehabitat Northwest 3601 W. Marginal Way SW Seattle, WA 98106 Subject: Foundation Soil Bearing Conditions Lot 2, 4606 S. 139 St. Tukwila, WA Dear Mr. Detwiller: Geotechnical Report Review d.CE,NED • oF Tt1KWILA MAY 0 5 2009 . ;ENTER tO7- Ref: "Subsurface Exploration, Geologic Hazards, and Geotechnical Engineering Report, Foster Ridge Short Plat, 46 Avenue South at South 139 Street, Tukwila, Washington ", Gary A. Flowers, PLLC Geological & Geotechnical Consulting, October 30, 2007. Per your request Adam Gaston of GEO Group Northwest, Inc., visited the subject site and observed the completed condition of the new house at Lot 2, 4606 South 139 Street in Tukwila, Washington. The purpose of our visit was to investigate the apparent bearing soil conditions at the new building foundation areas. A new two -story wood -frame single family residence was recently constructed at the subject site. Based upon discussions with you we understand that inspections of the building footing subgrades were performed by the City of Tukwila building inspector prior to the foundation pour. The City of Tukwila has indicated that verification of footing bearing pressures of 2,000 psf or greater is needed from a licensed geotechnical engineer. The following letter has been prepared in order to provide our opinion with regard to the current foundation bearing conditions. We have reviewed the referenced geotechnical report for the subject site. The geotechnical report describes soils at the subject site consisting of the following four units: 13240 NE 20th Street, Suite 10 • Bellevue, Washington 98005 Phone 425/649 -8757 • Fax 425/649 -8758 Geotechnical Engineers, Geologists & Environmental Scientists G -2780 May 5, 2009 G -2780 4606 S. 139 St, Tukwila, Washington Page 2 Units 3 and 4 are described as being medium dense to very dense or hard. Units 1 and 2 consist of loose soils which are not acceptable for bearing support. Based upon the Exploration Pit Logs for EP -16, which was located close to the subject new residence, soils at this location consisted of forest duff and loose fine SAND and fine sandy SILT (Units 1/2) overlying dense to very dense silty fine SAND with some gravel (Unit 3) at a depth of 4 feet below ground surface. Unit 3 soils were underlain by very dense fine SAND (Unit 4) at a depth of 15 feet below ground surface. Based upon this information it appears that the competent soils in the vicinity of the subject residence may be located at a depth of around 4 -feet below the existing ground surface. Findings Conclusions Unit 1 = Fill Unit 2 = Weathered / Disturbed Zone Unit 3 = Pre - Vashon Lodgement Till ( ?) Unit 4 = Diamictic Silt On May 5, 2009 Adam Gaston of GEO Group Northwest, Inc., met with Mr. Steve Detwiller at the site and observed the soil conditions in the crawlspace area for the new house. In general, the building footings appear to range in depth from 2.5 to 4 feet below the adjacent ground surface. We understand that the adjacent existing ground surface elevation is similar to the pre - construction elevation. Therefore the foundations range in depth from 2.5 to 4 feet below the original ground surface. Mr. Detwiller indicated that fills with a thickness ranging between 8" and 18" were placed adjacent to the existing footings within the crawlspace. We probed the soils adjacent to the footings in the crawlspace area using a'' /2 inch steel hand probe. Probe penetrations ranged from 8 inches to 18 inches confirming that a firm subgrade was located directly below the fills. We anticipate that the firm subgrade consists of the competent medium dense to very dense glacial till, Unit 3 soils, At the time of our site visit we observed no cracking or damage to the existing foundation or the building which would be indicative of soil settlement. Based upon the referenced geotechnical report, the information provided by Mr. Detwiller and our observations at the time of building completion, it appears that the building foundations are founded on top of the competent native site soils which are capable of providing an allowable May 5, 2009 G -2780 4606 S. 139` St, Tukwila, Washington Page 3 bearing capacity of 2,000 psf. If we may be of further service, please do not hesitate to contact us. Sincerely, GEO GROUP NORTHWEST, INC. (j‘,„ Adam Gaston Project Engineer 'dee -- William Chang, P.E. Principal Telephone: (206) 242 -9547 FAX: (206) 248 -1744 May 5, 2009 ZOafer° Dlslrlcf 96. 125, J g G®un y Rehabitat Northwest Inc Re: Foster Ridge Development King County Water District #125 has accepted the installation of the water service lines, main line and fire hydrants for this development. Inspections were done by PACE Engineering. If there are any questions; please call the District at 206 - 242 -9547. Mark Parsons Superintendent King County Water District #125 I DO - (V C 2 g bt7 -A 1 1 Dol- -442 : Vol-- - 201- bo' --- Zak P.O. Box 68147, Riverton Hts. Br. Office: 3460 S. 148th St. Ste. 110 TUKWILA, WASHINGTON 98168 D 67- F9114- TT - r4A -- r, 14 zi ,4 I ( D1 MAY 0..5. KCIMITCENTER SHANE YOUNG Office Manager MARK PARSONS Superintendent WANG ENGINEERING, INC. Permtt CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 „ a. Try On OP....4 SUBJECT (2 vt ,�•. - . r + r r + r••r t + JOB NO. 1 -C 2- '�'O 70 . 4 PAGE / OF Z Z DATE �'l rf c BY Ni (-1/43 7 � CHECKED BY PROJECT /GI A E I t'rr fri-► < / o-> t-cv �.:..... :.. t.-. ...33,.x: r2. .. t a -1 Std , , ( 0 , i ps r - r s. 1S e...f. 40 014 C 4 CODE. COMPL Foc- IANCE It RECEIVED CITY OF TUKWILA JUN 0 8 7007 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 r \r PROJECT . ' 0 1 S SUBJECT Ft- . JOB NO. °7 OrZ w 0 7°--C4 • PAGE 2. OF DATE V S BY it4, TLJ CHECKED BY u : j.t t d � )e 4 ( fa r - .b .yo 07 4 1* C c--e T i r ,E) WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 pol.T 1$ P 3 SUBJECT Fe., 2.L takt. rt LC_. opt (A) teg — r , JOB NO. 0 . 7 7, 0T2- ( : ) 7°C e' PAGE S OF DATE BY M TL. CHECKED BY PROJECT 14.1 tit . Mit gig CF-1 ( t W. 33, 3g /1 '33 661 -- t 14.pt.0 r f r -wr 1' 10 -C L IC WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 • 4)+t ti 3 6 JOB NO. 0 7 ° S -2 " ° 70-s4 PAGE OF DATE 6 /54 ) 7 BY ti ri-ki CHECKED BY PROJECT a d t- 5 1711 SUBJECT iii 40 7 611.,L .1$ - 3 6 -2. b-I (P . X ( 7 . f et. WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 • tdi x Lrt t 1 JOB NO.y1 0 C 6 7 (- 9' PAGE C OF DATE 6 qo BY kA (A.) CHECKED BY PROJECT MO iS SUBJECT r — L 1. kf L • xeraelx aA4 )e ef 74:8 • 2 x 01/4,36 if t.".1 OrCp+ 24 4g 4 J.( 2. Ii 0 1 &/- 4 CI> WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 u41 at I.. .�. ar JOB NO. _� DATE tJ PROJECT Po SUBJECT FL s Prt Z v oS BY M r k Sar`1 f`` : . e. 14S PAGE' p OF CHECKED BY WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 PL L. L 1- JOB NO. VO "'"..• Oc4. PAGE ' OF DATE 6/ (07 BY Mr.. CHECKED BY PROJEC P oi; S Lr74 SUBJECT I OW x F efx (O 0 X 0..x.tV/t 7 r .L.:04q• S 1 7 1•v- 11E4 .( B_ j. f 1: HS 4. ? 7 .;) - ' q.c- ,c31, WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 P I L.L., tL JOB NO. 0 7 0 �- 070 DATE 6 $ O BY k( T �J PL S l�aX S1.6 X S' C 4 " 4'o ,c; �.- =,/.3 = 6 -1 , I 0 c�6 r ,, a XS' 7 3 0 3 4 i l WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 7 JOB NO. 070 S Z r `' 0 7 0-1 4' y PAGE 7 OF DATE 6 / ! Y �"� T w CHECKED BY PROJECT M `'6 r ,5 031 _ SUBJECT (Zef cc 0 (AA a ( 46.12: ( 1 ci 4 • p Pzit ( Witt -L 'c»' WANG ENGINEERING, INC. T /F: (425)489 -0927 Project: Project Number: SHT: f Madison O ot- Z o7 o (4 (Subject: - JRetaining Wall, Case 1 EFP (Active), pcf Allow. Soil Pressure (psf) Conc. Unit Wt (pcf) Unbalanced Backfill, H (ft) = Toe Width, A (ft) _ Heel Width, B (ft) _ Ftg Tks, D (ft) Wall ht abv Gd, h (in) _ Shear Key width, KR (in) Shear Key Depth, K (in) = Wall Tks, T (in) _ Soil Ht over Toe (ft) _ Resisting MR (ft-lb/ft) : Point Load@ Wall Top Wall Ftg Soil (over toe) Soil (over heel) Shear Key Total DL (lb) Center of DL, X (ft)= Friction Res. Focre (lb /ft) Pass. Res. Force (lb /ft) Total Sliding Res. (lb /ft) Cntr of all loads, XcG (ft) Soil Brg Psur f (psf) Wall Reinf. Ult. M @ Wall Base (ft-lb) = 5118.124 M u / /f bd = 0.052656 Preq'a Vert. As (in /ft) Vert. As (in /ft) min Toe Reinf Mu @ Toe Base (ft-lb /ft) M u /4f bd Preq'd Bot As (in /ft) • 40 Assumed • 2000 Assumed • 150 7.50 1.75 2.25 0.83 0.00 0.00 0.00 0.33 Wi 0.00 783.00 498.00 63.53 1363.73 0.00 2708.25 2.61 = 812.48 = 168.20 = 980.68 1.01 = 1792.18 <= allowable o.k. Soil Brg Psur f (psf) = 0 = 0.00272 0.2376 = 0.1152 = 3849.706 = 0.031668 = 0.001614 = 0 at Xi Wi'Xi 2.08 0.00 2.08 1631.25 2.00 996.00 0.88 55.58 3.21 4375.28 0.00 0.00 etc 7058.12 EFP (Passive), pcf Friction Coeff Soil Unit Wt (pcf) Conc. fp' (psi) Reinforcing, fy' (psi) Sliding Force (lb /ft) = 1499.91 OT M (ft-lb /ft) = 4329.75 =MR (ft -lb /ft) M /M F.S. (Sliding) 3x Xcc (ft) d (in) 0) Pmin d (in) w Pmin • 250 • 0.3 = 110.00 • 1.6 > =1.5, o.k. = 3000 = 60000 = 3.02 • 6.00 = 0.054402 _ 0.0033 Assumed Assumed Assumed Horiz. As (in2 /ft) min = 0.192 1p e Z'► = 6.71 = 0.032283 = 0.002152 WANG ENGINEERING, INC. T /F: (425)489 -0927 I SHT: 1 / ' Project: Madison Project Number: 0 - o S OlSubject: Retaining Wall, Case 1 Ult. M @ Heel (ft-lb) = 1482.808 Mu /Of bd = 0.00929 Preq'o To As = 0.000464 = 0.057299 P ( inZ /ft ) Pmin 7.71 = 0.00929 = 0.000619 WANG ENGINEERING, INC. T/F: (425)489 -0927 SHT: ( Z Project: Madison Project Number: /77 @C7- -•- 0 7 O S4- (Subject: . - !Retaining Wall Case 2 EFP (Active), pcf Allow. Soil Pressure (psf) Conc. Unit Wt (pcf) Unbalanced Backfill, H (ft) Toe Width, A (ft) Heel Width, B (ft) Ftg Tks, D (ft) Wall ht abv Gd, h (in) Shear Key width, K (in) Shear Key Depth, K (in) Wall Tks, T (in) Soil Ht over Toe (ft) Resisting MR (ft-lb /ft) : Point Load@ Wall Top Wall Ftg Soil (over toe) Soil (over heel) Shear Key Total DL (lb) Center of DL, XoL (ft) Friction Res. Focre (lb /ft) Pass. Res. Force (lb /ft) Total Sliding Res. (lb /ft) Cntr of all loads, XCG (ft) Soil Brg Psur f (psf) Wall Reinf. Ult. M @ Wall Base (ft-lb) M u /4f bd Preq'd Vert. As (in /ft) Vert. As (in /ft) min Toe Reinf Mu @ Toe Base (ft- lb /ft) Mu /4f bd Preq'd Bot As (in /ft) = 40 = 2000 = 150 = 7.50 = 1.75 = 2.25 = 0.83 = 0.00 0.00 = 0.00 = 8.00 = 0.33 Wi 855.00 783.00 498.00 63.53 1363.73 0.00 3563.25 2.48 = 1068.98 = 168.20 = 1237.18 = 1.27 = 5118.124 = 0.052656 = 0.00272 0.2376 = 0.1152 = 3507.706 = 0.028855 = 0.001468 • = 0.157622 Assumed Assumed Xi 2.08 2.08 2.00 0.88 3.21 0.00 = 1876.99 <= allowable o.k. Wi *Xi 1781.25 1631.25 996.00 55.58 4375.28 0.00 8839.37 EFP (Passive), pcf Friction Coeff Soil Unit Wt (pcf) Conc. f (psi) = 3000 Reinforcing, fy' (psi) = 60000 Sliding Force (lb /ft) = 1499.91 OT M (ft- lb /ft) = 4329.75 =MR (ft- lb /ft) M /M, _ F.S. (Sliding) 3x X (ft) Soil Brg Psur f (psf) = 0 d (in) w Pmin Horiz. As (in2/ft) min = 0.192 d (in) CO Pmin 250 0.3 = 110.00 = 3.80 6.71 = 0.029363 = 0.001958 Assumed Assumed Assumed 2.0 > =1.5, o.k. 6.00 = 0.054402 = 0.0033 0tC. 7 pot-rFc r $(etc Fire ct: WANG ENGINEERING, INC. T /F: (425)489 -0927 I SHT: 1 t 3 Project: Madison Project Number: er/ 0 5 Z -1. c) `7OS 4 Subject: Retaining Wall Case 2 Ult. M @ Heel (ft -lb) Mu /cf Preto Top As (in /ft) = 1482.808 = 0.00929 = 0.000464 = 0.057299 d (in) w Pmin 7.71 = 0.00929 = 0.000619 • WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 .SM.1C,. osot +.71C 4 = M.i...� l' ,4 JOB NO. 010 Z. "t- 070 S¢ PAGE t OF 6 � DATE / /( BY I 7 IA) CHECKED BY PROJECT M A e l / r s 011 SUBJECT Lk c'(- Sbo .. erg cuti Tozir p pri 6 •.d.'Z. 7 , f 3' *1 Eirr 4- 3 X° x 04 i..0 WANG ENGINEERING, INC. TEL: (425)489-0927 FAX: (425)489-0927 crop- t I t UrtzFC.- 3, 3,6 )e 0, Z„ o o 0 7c 0 4 JOB NO, o CONSULTING ENGINEERS DATE C BY M T CHECKED BY PROJECT SUBJECT L eat C 44-L Va C). PAGE IS OF `fl P 37 G6t 4 4 4 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 sc.) A z . ......... A z 3. S" Z. A u fie; .... F{,,,, . S �1 0-f lit)4 4- g CIO ($,s 3 1'.. = ....1.. -. :. �k....� ZO? ' t-.-s4et t JOB NO. 70 Z w 6 7 0 - ( OF DATE 6 g/a 7 BY -( 740 CHECKED BY PROJECT Ha d o& �x SUBJECT L a tt ►ra. (- /7 .... .. l ?ti 23.7.2 . t) 1 44 p l�- 1 P1— /4 5TV) ,eR,.- 3.4 46 ¢ i i .. 2 cs WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0)27 1 fd ( 11. a upp...; iq I JOB NO. 0 c z. .^.• 07 0 ral PAGE 1 OF DATE - 7 BY 763 CHECKED BY PROJECT 4 adrs &VI SUBJECT 1.. CS / SA( ("7 2.1 g s - p c pa z T Zzo2." Ct Z t C4 Om C z 4- S. I e it. • WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 .1 3LVPI 3Z3 C- 4i. 4. at( Ctir S . r c LT P4 7- M 47 4 s. 1,1 Etm V / IL C JOB NO. 0705 Z ` 0701 PAGE 'I 61 OF DATE 6 P C:7 7 BY i4 r W CHECKED BY PROJECT r Ad{ S 011 sumer L Aiera r 6 Oa-IL i , TI) ..: 31.4 f 'iltS 3 siLL • • • 3 16 dt d r 6 SHEAR WALL SCHEDULE (NOTES 1, 2, & 10) MARK SHEATH'G NAILING (NOTES 3 & 5) BLK'G OR JOIST TO TOP PLATE (NOTES 4 , 5, & I I) BOT PLATE TO BLK'G OR JOIST (NOTES 5 & 12) ANCHOR BOLTS (TO CONC. FIG..) ALOWBL SHEAR PLF P1-6 3/8" MIN 8d @ 6" OC TIm&o lb FOOL? 00F263 Earagg Oln` ... . ft7C$,' owe 5/8 " (¢@ 4' OC 213 P1-4 3/8" MIN 8d @ 4" OC 5/8 " (i)@ 3' OC 312 P1-3 3/8" MIN 8d @ 3" OC 5/8 " cp @3'- 4" OC 402 (NOTE 7) P1-2 3/8" MIN 8d a 2" OC 5/8 " q'@ 2'- 6" OC 525 (NOTES 7 k8) P2 -3 3/8" MIN, EACH FACE 8d C?. 3" OC 5/8 " (P@ I '- 8" OC 804 /to (Of Stu 6) (NOTES 7 & 9) 1'2 -2 3/8" MIN, EACH FACE 8d @ 2" OC 5/8 " cp@ I'- 3" OC 1050 (1280ON DF STUDS) (NOTES 7 & 9) • HORIZONTAL DIAPHRAGM SCHEDULE (NOTE I) I 15/32" MIN 8d a 6" (NOTE 3) • 197 PLF (CASE I) 148 PLF (CASES 2-6) UNBLOC- KED II 19/32" MIN 10d @ 6" (NOTES 3 & 8) 234 PLF (CASE I) 176 PLF (CASES 2-6) UNBLOC- KED III 15/32" MIN 8d @ 4" (NOTE 3) 295 PLF . BLOCKED IV 15/32" MIN 8d @ 2.5" (NOTES 3.7 &8) 435 PLF ' BLOCKED I 7 NOTES: I. ALL PANELS SHALL BE APA RATED PLYWOOD OR O.S.B., UNLESS NOTED OTHERWISE (U.N.O.). 2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE - PINE -FIR, OR BETTER, @16" OC, U.N.O. A LL PANELS EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, U.N.O. 3. APPLY TO ALL PANEL EDGES. SPACE SAME SIZE NAILS @ 12" OC ALONG INTERMEDIATE FRAMING MEMBERS. 14. PER SIMPSON STRONG -TIE CONNECTORS. 5. COMMON NAILS, U.N.O. 6. APPLY TO ALL STUDS. TOP AND BOTTOM PLATES, AND BLOCKING. 17. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATTE & FRAMING MEMBERS RECEIVING NAILING FROM ABUTTING PANELS. 8. STAGGER NAILS ALONG ADJOINING PANEL EDGES. 9. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND NAILS ON 1 EACH SIDE SHALL BE STAGGERED. 10. UNLESS NOTED IN DRAWINGS 11. OVER THE LENGTH OF SHEAR WALL ONLY (10 d TOE NAILS a, 9" OC ELSEWHERE) i 2. OVER THE LENGTH OF SHEAR WALL ONLY (16 d FACE NAILS @ I2" OC ELSEWHERE) C_S TYP 4x8 _ P / - dAto L_ Roof Framing ¢x 8 r- I _(_ P / -6 g —J 0 A 4 1 1 '4p V t pl—b 42 Ccr$ C�� tIoIT `- crosre /6 To 44IL Co2.l -tt d pper Fl Framing UN eLleit 4 C7 L. Bm ), 1,1 i3 c `- 40,17 C6 J. L.- Fdn, Main Ft Framing FILE COPY Gary A. Flowers, PLLC a Geologies! & Geotechnical Consulting 1953212` Avenue NE nrr. . , s omtsSlOflS. Shoreline, WA 981554106 I ( -rrta Oftze i a.L• SUIIS1JItFA(E E1 PLORATION, GEOLOGIC HAZARDS, AND GEOTECIINICAL ENGINEERING REPORT - -- FOSTER RIpGE SHORT PLAT 46TH AVENUE rt SOUTH ,AT -SOUTH 139TH STREET TUKWILA, WASHINGTON February 13, 1997 iAEEI) Revised November 13, 1998 (AESI) Revised October 30, 2007 (GAF, PLLC) Project No. 06005 I. PROJECT AND SITE CONDITIONS 1.0 INTRODUCTION This report presents the results of previous subsurface exploration, geologic hazards, and geotechnical engineering studies for the proposed residential subdivision. This current revision of the report has been requested by the City of Tukwila to reflect changes in the site plan firom 12' lots to 6 lots, changes in the roadway /driveway configuration and changes in the drainage syst for the site. The proposed lot locations and approximate locations of the explorati`+ accomplished for this study are presented on the Site and Exploration Plan, Figure 1 Al subsurface exploration and geological interpretations used in this report were provided by o in 1991 and 1996. 1.1 Purpose and Scope The purpose of this study was to provide subsurface soil and shallow ground wat data to be utilized in the design and development of the above - mentioned residential project. Field studies Included the excavation of 16 exploration pits and performing geologic studies to assess the type, thickness, distribution, and physical properties of the shallow subsurface sediments. Geoteehnical engineering studies were also conducted to evaluate seismic and erosion hazards and mitigations, the type(s) of suitable foundations, allowable foundation soil bearing pressure, anticipated foundation settlement, floor support, lateral wall pressures, and drainage considerations. This report summarizes the field work and development recommendations based on our present understanding of the project. 19532 12 Avenue NE Gary A. Htetvers, PLLC. SMwcGne Washington 98155-1106 20+5417-7640 t RECEIVED CITY OF TUKWILA NOV 01 2007 PERMIT CENTER Tukwila E I.' t ;!G 'Ein.f1,5JS)Lt REVIEWED FOR CODE COMPLIANCE tiPPRCUED FE[ -.1 2006 CORRECTION LTR# PU+ 2X1-- Plat ofFasterRidg€' Tiukwila, Washington 1953212* Menne NE Gary A. Plower', PLLC. Shoreline, Washington 08155-1106 2 chnical Se 1.2 Authorization Authorization to proceed with this study was granted by Mr. Richard Pederson (owner) and Mr. Chad Detwiller (Rehabitet Northwest/developer). This report has been prepared for the exclusive use of Richard Pederson and Rehabitat Northwest, and their agents, for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotec hnical engineering and engineering geology practices in effect in this area at the time our report was prepared. No other warranty, express or implied, is IT ade. It must be understood that no recommendations or engineering design can yield a guarantee of stable slopes. Our observations, findings, and conclusions are a means to identify and reduce the inherent risks to the owner. 2.0 PROJECT AND SITE DESCRIPTION This report was completed with an understanding of the project based on a site plan with lot layout, survey and topographic information provided by Penhallegon Associates Consulting Engineers. Inc. (PACE), and dated July 2004. Building plans and finish grade elevations w not available at the time of Ibis report, but it is anticipated that cuts on the upslope side of the structures will not exceed 10 feet, and will generally be less. The property was situated on the east side of 46th Avenue South between South 139th and South 140th Streets upslope and to the west of Interstate 5 in Tukwila, Washington. The parcel was located on north to northeast facing slopes with gradients ranging, from about 10 to 80 percent Based on topographic information shown on the site plan, total elevation change across the site was on the order of 70 feet. During the field work an area of standing surface water was noted within Tract 99, which has been identified on the site plan as wetland and open space. During the 1996 field study surface water was also observed flowing from the wetland area downslope and through a portion of Lot 2. The flow rate was estimated at roughly 5 gallons per minute. This field work was performed during a period of wet weather. Vegetation on the site primarily consisted of deciduous trees with a heavy undergrowth of berry vines, ivy, and other ground cover. An old retaining wall, approximately 40 feet long and 6 feet tall, was located at the south end of Tract 99. Also, based on site reconnaissance and information conducted in 1991, it was evident that some past grading or filling has occurred on small portions of the property. An old dirt access road extended from the present terminus of South 139 Street to the eastern edge of Tract 99. 206-417-7640 Plant o, foster Ridge T odovila. ;Washington Undercutting of the toe of the steep slope along Macadam Road, on the eastern portion of the property (off-site) was observed and the near vertical cut (approximately 15 feet tall) was not retained. 3.0 SUBSURFACE EXPLORATION Field studies completed for this project (by others) included excavating a series of exploration pits and performing a geologic hazard reconnaissance to gain information about the site. The various types, of sediments, as well as the depths where characteristics of the sediments changed, are indicated on the exploration logs presented in the Appendix. The depths indicated on the logs where conditions changed may represent gradational variations between sediment types in the field. The explorations were approximately located in the field by estimating locations from known site features shown on a topographic survey presented on a conceptual grading plan prepared by PAC -TECH Engineering, Inc:, identified as "Plan C" and dated 2/5/91, and on a sit 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, depth of the explorations were completed within site and budgetary constraints. Because o nature of exploratory work below ground, extrapolation of subsurface conditions be explorations is necessary: It should be noted that differing subsurface conditions may sometime be present due to the random nature of deposition and the alteration of topography by past grading and/or filling. The nature, and extent of any variations between the field explorations may not become fully evident until construction. If variations are observed at that time, it may be necessary to re- evaluate specific recommendations in this report and make appropriate changes. 3.1 Exploration Pits The exploration pits were excavated with either a rubber - tired, tractor - mounted e track- mounted excavator. The pits' permitted direct, visual observation of subsurface conditions. Materials encountered in the exploration pits were studied and classified in the field by an engineer or geologist: All exploration pits were backfrlled itmnediately after examination and logging. Selected samples were then transported to the laboratory for further visual classification . and testing, as necessary. 19532 1 Avenue NE 3 Ceotechnicat .Servie x,rt Gary A. lowers, PLLC; Shoreline, Washington 98155 -1106 206-417-7640 Plat ((Foster Ridge Tukwila, J4'ashtngton 4,0 SUBSURFACE CONDITIONS Subsurface conditions at the project site were inferred from the field explorations a omplished for this study, visual reconnaissance of the 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 units were distinguished based on age and/or mode of deposition. These units are described below from youngest (uppermo to the oldest (lowermost), and are illustrated on the three schematic geologic cross s (Figures 2, 3, and 4). 4,1 Stratigraphy Unit I - Fill Fill (material not naturally placed) was encountered in EP -1, EP-4, EP -5, EP-9, EP-11, EP -12, and EP -16 and generally consisted of loose, moist to wet, brown, silty, fine sand or medium stiff, wet, brown, sandy silt, The fill materials were either placed directly over topsoil horizon or mixed within and in some cases included root debris. These fill materi in both quality and depth across the site, attaining a thickness of about 8 feet in EP-4. The quality and compaction of the fill materials was judged to be poor and is therefore unsuitable for structural support. Unit 2 - Weathered/Disturbed Zone 1953212' Avenue N1: Gary A. Flowers PLI.C. Shoreline, Washington 95133.1106 4 Unit 2 materials were encountered in all of the exploration pits except EP -3, EP -9, and EP -12 and generally consisted of soft to stiff, moist to wet, mottled gray to brown, sandy silt to silty, fine sand with scattered gravels, and generally ranged in thickness from about 1 to 4 feet. Unit 2 materials were unsorted and unconsolidated, and generally appeared weathered and disturbed. These materials are interpreted to be colluviuni, which is gravity transported material derived from upslope areas, These materials are also considered unsuitable for st Unit 3 Pre- iashonLodgement Till (') Unit 3 sediments were encountered in all of the exploration pits except EP -1, EP -8, EP -9, and EP -13 and generally consisted of dense to very dense, moist, mottled brown, silty, fine sand matrix with an unsorted mixture of gravels. In EP-10, the lodgement till was highly weathered and was Judged to be in a medium dense condition. The thickness of Unit 3 sediments ranged from about 1 foot in EP -7 to over 11 feet in EP -14, and were encountered as shallow as 3 feet in EP -2, but in excess of 10 feet in EP-4. Unit 3 sediments have been tentatively interpreted to be pre - Vashon age lodgement till deposits, and appear to conformably overlie Unit 4 deposits. These sediments were deposited at the sole of the advancing ice sheet which resulted in a 206 - 417.7640 Plat of Foster Ridge Geolechnicul Services Report Tukwila. Washington material possessing relatively high strength, low compressibility, and low perme ability characteristics. Unit 3 sediments are considered suitable for structural support. Unit 4 - Dianlicrlc Silt Unit 4 sediments were encountered in all of the exploration pits except EP -14 and EP -15 at depths ranging from less than 4 feet to over 18 feet below the existing ground surface. Where encountered, Unit 4 deposits extended beyond the termination depth of all of the exploration pits. Unit 4 sediments generally consisted of hard, wet, blue -gray silt containing dropstones with interbeds of micaceous, fine sand and were locally diamictic (material containing an unsorted mixture of silt, clay, sand, and gravel). The fine- grained nature of Unit 4 and the presence of dropstones, localized diamictic zones, and the gradational contact with the overlying till suggest that these sediments were deposited in a glaciolacustrine environment which formed as the advancing pre - Vashon ice sheet dammed northerly flowing drainages. Unit 4 sediments are considered suitable for structural support. 4.2.fydroloikv 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 "perched" water table which form during wet periods of the year atop the till and silt sediments (Units 3 and 4). Perched water occurs when surface water infiltrates down through relatively permeable soils such as Units 1 and 2 and becomes trapped or "perched" atop a comparatively impermeable barrier such as the till silt, An example of this occurs in the vicinity of Tract 99 and the proposed extension of South 139th Street. Seepage may also occur at random depths and locations in the non- uniform fill materials encountered on the site. It should be noted that fluctuations in the level of the ground water may occur due to the time of the year and variations in rainfall. IL GEOLOGIC HAZARDS AND MITIGATIONS The following discussion of potential geologic hazards is based on the geologic, s groundisurface water conditions as observed and discussed herein. The discussion limited to seismic,' landslide or mass - wasting, and erosion. ,5.O SEISMIC HAZARDS AND RECOMMENDED MITIGATION Earthquakes occur in the Puget Lowland with great regularity. The Vast majority of these eve are small and are usually not felt by people. However, large earthquakes do ,occur as evidenced 3212* Avenue NC Gary A. owers, I',t LC Shorclinc, Wathingtvn 911155.1106 5 206.117 -i640 by the 1949, 7.2 magnitude event and the 1965, 6.5 magnitude event. The 1949 earthquake appears to have been the largest in this area during recorded history. More recently, the Puget Lowland experienced a moderate 5.4 magnitude event in the spring of 1996. Evaluation of earthquake return rates indicates that an earthquake of the magnitude between 5.5 and 6.0 likely will occur within the next 8 to 12 years. A magnitude 7.2 earthquake is considered to be a 100 - year event by King County. The subject property is bounded by two significant fault zones. Approximately 7.5 miles north is the west trending Seattle fault. About 8.4 miles to the southwest is the north- northwe. trending Tacoma fault. The Seattle and Tacoma fault zones are interpreted to be thrust faults with steep dips (60° to 70 °) near the surface which flatten to 17° to 25° at depth. Tacoma faults are part of a series of surface manifestations of a north -directed thrust sheet underlying the Puget Sound region. A. recurrence interval for movement along these two faults has not been conclusively determined but is estimated to be in the range of thousands of years (Pratt, 1995). The most recent movement is interpreted to have occurred over 1,000 years ago. Faults , within the Puget Sound basin are currently being studied by the USGS (United States Geological Survey) and others using new and advanced technology. As such, it is possible that future fault zones may located that are closer to the project than those discussed above. Generally, there are four types of potential geologic hazards associated with large seismic events: 1) surficial ground rupture; 2) seismically induced landslides; 3) liquefaction; and 4) ground motion. The potential for each of these hazards to adversely impact the proposed project is discussed below. 5.1 Surf icial.Ground Rupture Generally, the largest earthquakes which have occurred in the Puget Sound/Seattle ar crustal events with epicenters ranging from 50 to 70 kilometers in depth. In addition, currently no known fault zones within about 7 to 8 miles of the project site. `l°hetii opinion, based on existing geologic data, that the risk of surface rupture impactin project is low. 5.2 Seismically Induced Landslides Gary A. F Avenue NE Shoreline. Wr.shington 98153.1106 The fill material and the weathered/disturbed zone (Units 1 and 2), are considered to have a moderate potential for seismically induced failure due to their loose condition, high t r istt content, high percentage of fine - grained material, and location on steep slopes. - The steep slot on the northeast and Cast sides of the property (northeast and east of Tract 99) are interpreted have < a high potential for seismic induced movement due to the presence of tnei dens sediments, fill/disturbed soils, and evidence of past movement. These areas are well away from Phil of Foster Ridge Tukwila, Washin ton Geotechnieal Services Report any areas of planned construction and will have no potential adverse impact on the new construction. 5.3 Liquefaction The encountered bearing soils (Units 3 and 4) have a low potential for liquefaction due to the consolidated nature of the dense lodgement till and hard diatnictic silt. Units 1 and 2 will be substantially removed and/or mitigated during construction such that they will present little to no liquefaction potential. 5.4 Ground Motion Based on the site stratigraphy and visual reconnaissance of the site, it is our opinion that any earthquake damage to proposed structures, when founded on, and keyed into, a suitable bearing strata, as recommended in the Design Recommendations section of this report, would be caused by the intensity and acceleration associated with the event and not any of the above impacts. As per the 2003 International Building Code, Table 1615.1.1, the subject site is defined as Site Class U. Structural design of the buildings should follow this site class designation. 6.0 LANDSLIDE HAZARDS AND MITIGATION The potential landslide or mass- wasting risk can be divided into two depth categories; shallow and deep. The potential shallow landslide risk would involve Units 1 and 2, and is considered to be moderate due to the presence of near- surface ground water and the unconsolidated nature of the materials. The steep slope areas northeast and east of Tract 99 are considered to have a high . risk of shallow landslides. The potential deep landslide risk would involve Units 3 and 4, and is generally considered to be low primarily due to the consolidated nature of the lodgement till and diamictic silt units. However, the steep downward slope located to the northeast and east of Tract 99 has a high risk of slope movement. This is due to the medium dense condition of sediments observed in 1l' -9, the observation of bowed and downed trees on the slope, evidence of past movement on the easternmost slope area, and the steep cut at the base of the easternmost slope. 6.1 Mitigation Since no development is planned anywhere near the northeastern and eastern steep no mitigation is warranted for potential shallow or deep seated landslides in these planned 6 lot development will not have any adverse affect art these steep slope are Cary A. Flowers, PLLC. 19532 I2 Avenue NE Sh,rciine, Washington 961554106 7 206-417.7640 Plat r f `.Faster Ridge Geotechnica Tiukwila, Washington 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 surfaces must be cone+ and tightlined into a suitable storm water drainage system. At no time should fill be placed on or above steep slopes. Grading on or around slopes should be reviewed by a representative of flan prior to design completion. Uncontrolled fill near or over tops of slopes may promo landslides or debris flows. In no case should any moderate or steep slopes be undercut unless a suitable retaining structure is constructed. 7.0 EROSION HAZARDS AND MITIGATION The encountered surficial sediments, as well as sediments at depth, possess a high potential f erosion, even on gentle to moderate sloping areas, when subjected to concentrated flows. To mitigate the erosion hazard potential and off -site sediment transport, we recommend that s storm water from impermeable surfaces, including roadways and roofs, should be tightlined in approved storm water facilities. Uncontrolled discharge from the impermeable lyu not be allowed to flow across the site sediments. A temporary sediment should be constructed to intercept sediment eroded during the construction p lace proposed project. Temporary check darns should be used along storm water drainages. 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 erosion. Protective measures may include, but are not necessarily limited to, covering plastic sheeting, the use of low stockpiles in flat areas, or the use of hay bales/silt fenc scale clearing should be avoided and as much of the natural vegetation on Te'sl possible should be left Intact. Construction should proceed during drier periods of the areas stripped of natural vegetation during construction should be replanted as soon: as passible or otherwise protected. If construction occurs after November 1 and before April 1, exposed gris with mulch and additional temporary drainage control may be recommended III. DESIGN RECOMMENDATIONS 8.0 INTRODUCTION The explorations indicate that, : from a geotechnical standpoint, the parcel is suitable for the proposed six lot development provided the risks discussed are accepted and the recommendations contained herein are properly followed. The existing fill soils, and the materials in the 1953212 Avenue NE Gary A. Flowers, PLLC. Shoreline, Washington 98155 -1106 206.411 1640 Plat of Faster Ridge Tukwila Washington weathered/disturbed zone as described herein, are not considered suitable for foundation support. The depth to bearing strata in the exploration pits within the proposed development area, varied from about 3 feet to 6 feet below the existing ground surface but may be deeper in some areas. It is anticipated that proposed excavations for building construction will - remove much of the unsuitable soil from the building footprints. Therefore, conventional spread footings keyed in and bearing on; firm, unyielding, natural sediments, or properly placed structural fill, will be suitable for foundation support of the residences. If daylight basement structures tues are not utilized, or where basement, excavations do not penetrate to bearing soil, it will be necessary to deepen foundations to suitable bearing soil. 9.0 SITE PREPARATION Old foundations that may be encountered on the site, which are under building areas or nut part of future plans, should be removed. Any buried utilities should be removed or relocated if they are under building. areas. The resulting depressions should be backfilled with structural fill as discussed under the Structural Fill section. Site preparation of planned.building and road/parking areas should include removal of all trees, brush, debris, and any other deleterious material. Additionally, the upper organic topsoil should be removed and the remaining roots grubbed. Areas where loose, surficial soils exist due to grubbing operations should be considered as fill to the depth of disturbance and treated as subsequently recommended for structural fill placement. Existing fill and soft silts should be stripped down to the underlying medium dense or stiff, natural soils. Since the density of the soil is variable, random soft pockets may exist and depth and extent of stripping can best be determined in the field by the geoteclnnical engineer or engineering geologist. When overexcavation and stripping Is completed, we recomme road and parking areas be proofrolled with a fully loaded, tandem axle dump truck to identify any remaining soft spots. Soft areas should be further overexcavated and backfilied 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 ace risk associated with having unconsolidated fill and natural sediments underlying these areas of the development, an alternative " methodology , may be utilized. This would overexcavating a minimum of two (2) feet of the unsuitable soils, placing a high geotextile fabric such as AMOCO 2002 or approved equivalent, and backfilling wi structural fill. The geotextile fabric should be placed as per manufacturer's re mmendation The structural fill should be placed in accordance with the recommendations presented in the Structural Fill section of this report. ethnical Seri i s Rep Geotechnical Services Report Plat of Foster Ridge Tukwila, Washington Prior to paving, all roadways should be proofrolled as described above to identify any soft or yielding areas. The geotechnical engineer or his representative should be present during the proofrolling. All unsuitable areas should be further overexcavated and backfilled with structural 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 rock is considered for the access and staging areas, it should be underlain by engineering stabilization fabric to reduce the potential of fine-grained materials pumping up through the rock and turning The area to mud. The fabric will also aid in supporting construction equipment, thus reducing the amount of crushed rock required. We recommend that at least 10 inches of rock be placed over the fabric; however, due to the variable nature of the near-surface soils and differences in wheel loads, this thickness may have to be adjusted by the contractor in the field, 10.0 STRUCTURAL FILL If fill is to be placed on slopes steeper than 511:1V (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 dale new fill into the hillside. Generally, the keyway for hillside fills should be at • least 8 feet wide and cut into the lower, dense or stiff, natural sediments. Level benches would then be cut horizontally across the hill, following the contours of the slope. No specific width is required for the benches, although they are usually a few feet wider than the dozer being used to cut them. All fills proposed over a slope should be reviewed by our office prior to construction. After overexcavationtstripping has been performed to the satisfaction of the geotechnicrd engineer/engineering geologist, the exposed ground SUrr8Ce should be recompacted to at least 90 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. If the subgrade contains too much moisture, adequate recimgraction may be difficult or impossible to obtain and should probably not be attempted. In lieu of recompaction, the area to receive fill Gary A. hovers, PLLC. 19532 12 NE Shoreline, Washington 98155-1196 10 206-417-7640 Plat of Poster Ridge Tukwila, Washington should be blanketed with washed rock or quarry spells to act as a capillary break between the new fill and the wet subgrade. Where the exposed ground remains soft and further overexcavation is impractical, placement of an engineering stabilization fabric may be necessary to prevent contamination of the free-draining layer by silt migration from below. After reconipaction of the exposed ground is tested and approved, or a free-draining rock course is laid, structural fill may be placed to attain desired grades. Structural fill, is defined as non- e soil,' acceptable to the geotechnical engineer, placed in maximum S-inch loose lifts With each lift being compacted to a minimum of 95 percent of the modified Proctor maximum density using ASTIVED 1557 as the standard. In the case of roadway and utility trench filling, the backfill should be placed and compacted in accordance with current municipal codes and standards. The top of the compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the location of the perimeter footings or roadway edge before sloping down at an inclination no steeper than 211:1V. 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 fills should be limited to • favorable dry weather and .stry subgrade conditions. The on-site soils contained significant amounts of silt, are considered to be extremely moisture-sensitive, and were well above their • optimum moisture content at the time of our field exploration. Even during summer months, it is likely that the on-site soils may be too wet to compact for structural fill. In addition, construction equipment traversing the site when on-site soils are wet can cause considerable disturbance. If proper compaction cannot be obtained, a select import material consisting of a clean, free- draining gravel and/or sand should be used. Free-draining soil is defined as soil containing less than 5 percent passing the No. 200 sieve, based on the minus No. 4 sieve fraction. A representative from our firm should inspect the stripped subgrade and be present during placement of structural fill to observe the work. A representative number of in-place density tests should also be conducted by an independent soil testing laboratory. In this way, the adequacy of the earthwork may be evaluated as filling progresses and any problem areas may be corrected at that time. It is important to understand that taking random compaction tests on a part-time basis will not assure uniformity or acceptable performance of a fill, As such, we are available to aid the owner in developing a suitable monitoring and testing program. 11.0 FOUNDATIONS Spread footings may be used for building support when founded on the dense natural soils of Units 3 or 4, or structural fill placed as previously discussed. We recommend that an allowable bearing pressure of 2,000 pounds per square foot (psi) be utilized for foundation design purposes, including both dead and live loads. An increase of one-third may be used for short-term wind or 19532 12 Avenue NE Gary A. Flowers, FLLC. Shoreline, Washington 98155-1106 1 1 Geotechnical Services Report -76,1 Plat of Foster Ridge trkw11q, Washington 12.0 FLOOR SUPPORT Geotechnical Services Report seismic loading. All perimeter footings should be buried at least 18 inches into the surrounding . soil for frost protection; interior footings require only 12 inches burial. To limit settlements, all footings should have a minimum width of 14 inches for one -story structures with 2 inches of width added for each additional story. Anticipated settlement of footings founded on medium dense natural sediments or approved structural fill should be on the order of 1 inch. However, disturbed soil not removed from footing excavations prior to footing placement could result in increased settlements. All footing areas should be inspected by a representative of this firm prior to placing concrete to verify that the design bearing capacity of the soils has been attained and that construction conforms with the recommendations contained in this report. Such inspections may also be required by the governing municipality. Perimeter footing drains should be provided as discussed under the section on Drainage Considerations. It is our understanding that a crawl space type construction may be used for portions of homes built on slopes. Construction of the crawl space should include covering the soil below the floor system with a moisture barrier to reduce dampness. It is our understanding that within basement or garage areas the floors will be slab -on- grade. Slabs may be cast over medium dense /medium stiff natural ground or approved structural fill. Where moisture intrusion through the slab is to be controlled, the slab subgrade should be covered with 4 inches of pea gravel to act as a capillary break. The pea 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 baackfill behind walls or around foundation units should be placed as pe our recommendations for structural fill and as described in this section of the report. Horizontally backfilled walls w uch are free to yield laterally at least (let percent of their height, may be designed using an equivalent fluid equal to 40 pounds per cubic foot (pet). fully restrained, horizontally backfilled rigid walls which cannot yield should be designed for an equivalent fluid of 60 pcf. Surcharges from sloping ground, adjacent footings, heavy construction equipment, floor leads, or sloping ground must be added to the above values. Slopes above retaining walls shall be graded to no steeper than 31 V. a ckfill The lateral pressures presented above are based on the conditions ofa.unifornr, horiz consisting of imported sand and gravel compacted to 90 percent of ASTM:D 1557 wi 1953212' Avenue NE Gary A, Flowers, P"LLC. Shoreline, Washington 9$155.1106 2 12 17-7644 Plat of Foster Ridge Tukwila, _Washes on .. drain of washed drain rock immediately adjacent to the wall. In lieu of placing a blanket drain, a select import of free - draining sand and gravel may be used to backfill the wall. Free- draining soil is defined as soil containing less than 5 percent pass the No. 200 sieve, based on the minus No. 4 sieve fraction. Alternatively a geotextile drainage mat, such as MiraDrain, IncaDrain or DettaDrain 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 may result in settlement behind the wall especially if any structures (sidewalks, landscape walls, stairways, patios, etc.) will be placed atop the backfill soils. 14.0 DRAINAGE CONSIDERATIONS As indicated previously, both shallow perched water and ground water within the sand be Unit 4 will likely be encountered during construction. Traffic across the on -site soils, when they are damp or wet, will result in disturbance of the otherwise firrn stratum. Therefore, prior to site work and construction,' the contractor should be prepared to provide drainage as necessary. This will likely be required even during the 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 gravel. The level of the perforations in the pipe should be set approximately at the bottom of the footing and the drains should be constructed with sufficient gradient to allow gravity discharge away from the building. In addition, if select, free- draining backfill is not used, retaining walls should be lined with a minimum 12 -inch thick washed gravel blanket or geotextile drainage mat that extends =° within 1.5 feet of ground surface and which ties into the footing drain. Roof and surface run should not discharge into the footing drain system but should be handled by a separate, rigid, tightiine drain. In planning, exterior grades adjacent to walls should be sloped downward awn+ - from the structure to achieve surface drainage. As requested by the City of Tukwila an interceptor drain should be installed along elevation of lots 5 and 6 prior to beginning site work, The interceptor drain should consi 18 -inch wide trench which is excavated a minimum of 1 foot into the lower, dense, relatively impermeable soils. A rigid, perforated, PVC pipe should be placed near the bottom of the trench, embedded . in'washed drain rock. The pipe should have sufficient slope to drain by gravity and the water should be directed into an approved storm drainage facility. As per city requirement, the collected ground water should be discharged into a suitably designed level spreader system located at the east end of the interceptor drain that will serve to provide recharge to the wetland in Tract 99. 19332 le AvenneN.E Gary A. Flowers, PLIC. Shoreline, Washirtgton98135.1106 13 Geotechnical .Services Report 206. 4174640 Plat of Foster Ridge Geotechnical Services Report` Tukwila, Woking:on The planned storm water drainage system for the site includes a detention vault to be placed north of Lot I and installation of an HOPE 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 engineering and monitoring services during construction. The integrity of the foundations, driveways and roadways depends on proper site preparation and construction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. We have enjoyed working with you on this study and are confident that these recommendations will aid in the successful completion of your project If you should have any questions, or require further assistance, please do not hesitate to call. Respectfully Submitted, Gary A. FI ers, P.E.G. Robert M. Pride, P.E. Geotechnical Engineer Principal Engineering Geologist Attachments: Figure 1, Site and Exploration Plan Figures 2, 3 and 4, Schematic Geologic Cross Sections A B - and C (by others) Appendix A, Exploration Pit Logs (by others) REFERENCE Pratt, T.L., 1995, The Puget Lowland Thrust Sheet: Presentation to the October meeting of Northwest Geological Society, Seattle, Washington. 19532 12 Avenue NE Gary A. Flowers, PLLC. Shoreline, Washington 98153 14 206-fl 4 nl *LIVAT$Ofl Ix Flit f 000103D 2t1VIB,CIS t a"it!(IJii id011.03S SS= 0001030 OLIMACOS it MIMI as+N•wa+w NOr+a►w -rhail w++rir -z ibn lid •aMO Plat of FaTter Ridge TtrkWfla, !t'ashfngtar 19532 12 Avenuc N6 APPENDIX A E LOl ATION LOGS Geotechnrcal Sers'iceru Report AISSZSIVAI Gary A. Flowers, PLLC. Shoreline, Washtngtcm 98155 -1106 206-417 -7640 NI. IS 10 15 NUMBER EP-2 0 6 10— POSTER FUDGE TUKWILA, WASHINGTON EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIMENT DESCRIPTION tlubstrtsae Condithens dapbtad represent our abe rvedons it the time end location at this !e intupeetation, s ogii.s.rin0 analysis, sad JtdoenenL They we not neeesserly reeprssentstive tt accept tesponetbil ty for the nee or hterpr.tstion by others et Infntmetion pommeled en thin • 098296A JANUARY" 1997 ra ASSOCIATED EA " TH SCIENCES INC Loose, Wet, dark brown, silty, fine sand with occasional gravel, scattered roots. (Fill) Overlies approximately 1' thick red -brown soil horitnn. (Unit 1) Medium stiff to stiff, wet, mottled grey, sandy It to silty, fine send occasional gravel. Weetherad /disturbed ere. Minor to moderate = ter. (eepageat approximately 5'. (Unit 2) ------- Very stiff becoming hard, moist to wet, grey, sandy silt to silty, fine sand. Grades to hard, wet, blue -grey silt with trace to some clay, occasional dropstonea. Some breccieted /slickenaided surfaces. biemictic lenses and interbads of fine send from 12' -14'. (Unit 4) Dense becoming very, dense, moist, mottled brown, silty, fine sand ratrix withjravel and cobbles. unsorted. (Lodgement Till -• Unit 3) BoHfll4' Note: Minor to moderate seepage at approximately 5'. float ng, NI. IS 10 15 NUMBER EP-2 0 6 10— POSTER FUDGE TUKWILA, WASHINGTON EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIMENT DESCRIPTION tlubstrtsae Condithens dapbtad represent our abe rvedons it the time end location at this !e intupeetation, s ogii.s.rin0 analysis, sad JtdoenenL They we not neeesserly reeprssentstive tt accept tesponetbil ty for the nee or hterpr.tstion by others et Infntmetion pommeled en thin • 098296A JANUARY" 1997 ra ASSOCIATED EA " TH SCIENCES INC Topsoil, Loose to medium dens wet, mottled brown silty, fine sand wit gravel, J unsorted. Weathered /disturbed tone. (Unit 2) Dense becoming very, dense, moist, mottled brown, silty, fine sand ratrix withjravel and cobbles. unsorted. (Lodgement Till -• Unit 3) Hard, moist, blue - grey, silt, diemictic upper 1'. 2'+ boulder at approximately 7'. (Unit 4) ` BOH P 12' Notes Minor <seepage at approximately 2' -3'. Na caving. NI. IS 10 15 NUMBER EP-2 0 6 10— POSTER FUDGE TUKWILA, WASHINGTON EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIMENT DESCRIPTION tlubstrtsae Condithens dapbtad represent our abe rvedons it the time end location at this !e intupeetation, s ogii.s.rin0 analysis, sad JtdoenenL They we not neeesserly reeprssentstive tt accept tesponetbil ty for the nee or hterpr.tstion by others et Infntmetion pommeled en thin • 098296A JANUARY" 1997 ra ASSOCIATED EA " TH SCIENCES INC NUMBER 0 10 15 10 16 NICER 0 8 AIN EP -4 EXPLORATION PIT LOG D DESCRIPTION SEDIMENT DESCRIPTION tAbsurfeae aondltions &plated represent our e6aervations in the Roar end location • Intsrptetsflat, to ring enalysls, and judgment They Om not iaciasssaty tapresenti Octopi tssponsL5ty for **use or Interpretation by others of Information p FOSTER RIDGE TUKWLA, WASHINGTON ABSCICIAT EARTH SCIENCES. INC • Soft to medium stiff, wet, brown, sandy silt to silty, fine sand, some root debris. (Fill - Unit 1) Overlies approximate I' thick topsoil horitnn. Topeoil. Deng- becoming very dense moist, mottled brown, silty, fine send >t trix with gravel end cobbles, unsorted. (Lodgement Till - Unit 3) I Dense becoming vary dense, moist, mottled brown, silty, fine send . m atrtx with gravel and cobbles, unsorted. (Lodgement Till - Unit 3) Hard, moist to wet, blue -grey, silt with interbeds of fine send. Some_brecciated, elickensided surfaces. Moderate water flow from fine send. Dense at approximately 14'. (Unit 4) Very stiff to hard, wet, blue -grey silt with fine sand interbeds. Minor seepage tt approximately 8'. (Unit 4) Boll 0 14' Note: Moderate water flow at approximately 14'. No 'caving. NUMBER 0 10 15 10 16 NICER 0 8 AIN EP -4 EXPLORATION PIT LOG D DESCRIPTION SEDIMENT DESCRIPTION tAbsurfeae aondltions &plated represent our e6aervations in the Roar end location • Intsrptetsflat, to ring enalysls, and judgment They Om not iaciasssaty tapresenti Octopi tssponsL5ty for **use or Interpretation by others of Information p FOSTER RIDGE TUKWLA, WASHINGTON ABSCICIAT EARTH SCIENCES. INC • Soft to medium stiff, wet, brown, sandy silt to silty, fine sand, some root debris. (Fill - Unit 1) Overlies approximate I' thick topsoil horitnn. Soft to medium stiff, saturated, mottlid, blue-grey, sandy silt to silty fine sand, occasional gravel, unsorted. Weathered /disturbed co ne. Water swans at eaproximstelt 8'. (Unit 2) I Dense becoming vary dense, moist, mottled brown, silty, fine send . m atrtx with gravel and cobbles, unsorted. (Lodgement Till - Unit 3) Very stiff to hard, wet, blue -grey silt with fine sand interbeds. Minor seepage tt approximately 8'. (Unit 4) SOH 0 15' Note: Minor seepage at approximately 8', no caving. NUMBER 0 10 15 10 16 NICER 0 8 AIN EP -4 EXPLORATION PIT LOG D DESCRIPTION SEDIMENT DESCRIPTION tAbsurfeae aondltions &plated represent our e6aervations in the Roar end location • Intsrptetsflat, to ring enalysls, and judgment They Om not iaciasssaty tapresenti Octopi tssponsL5ty for **use or Interpretation by others of Information p FOSTER RIDGE TUKWLA, WASHINGTON ABSCICIAT EARTH SCIENCES. INC JANUARY NUMBER EP B .15 NUMBER EP - 0 S -- 10-- FOSTER RIDGE TUKWLA, WASHINGTON EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIMENT DESORPTION labour's** eaxdnone dkepioted tweeted our abservattarts atiorpetstkrn, engk*ettnp analysis, and talpreent. they we flat nreaess+u accept respersblity to the rase et interrelation by ethers at tafontration presented ASSOCIATED EAIt [`H Bt ENCE t I VC Soft to medium etiff, wet, brown, sandy silt to silty, fine sand, some root debris. (Fill - Unit 1) Overlies approximately I' thick topsoil horizon. Medium Stiff, moist to wet, mottled brown, sandy silt to tsilty, fine jeand; scattered gravel. Weathered /disturbed sone. (Unit 2) ` Dense ,�.�,.. becoming very dense, moist, mottled brown, silty, fine stand matrix` with gravel and cobbles, unsorted. (Lodgement Till - Unit: 3 Herd, moist to wet, blue -grey, silt with fine end interbede. (Unit 4) Bait P 14' Note: Minor to moderate rater seepage at approximately 5 No caving. JANUARY NUMBER EP B .15 NUMBER EP - 0 S -- 10-- FOSTER RIDGE TUKWLA, WASHINGTON EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIMENT DESORPTION labour's** eaxdnone dkepioted tweeted our abservattarts atiorpetstkrn, engk*ettnp analysis, and talpreent. they we flat nreaess+u accept respersblity to the rase et interrelation by ethers at tafontration presented ASSOCIATED EAIt [`H Bt ENCE t I VC Topsoil. Medium stiff; moist to wet, mottled brown, sandy silt to silts, fine ppd. so t red Prdvel, Weathered/disturbed sots (Urelt ,2 ,�.�,.. Dense becoming very dense, moist, mottled brown, silty, fine sand matrix with gravel and cobbles, unsorted, (Lodgement Till - Un 3) Herd, wet, blue- grey, silt with fine sand interbeds end 'diemct ,c lenses. Gravel tone at approximately 12' with moderate water fltw. (Unit 4) BORp15' Motet Moderate water flow at approximately 12'; 'no +cavin JANUARY NUMBER EP B .15 NUMBER EP - 0 S -- 10-- FOSTER RIDGE TUKWLA, WASHINGTON EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIMENT DESORPTION labour's** eaxdnone dkepioted tweeted our abservattarts atiorpetstkrn, engk*ettnp analysis, and talpreent. they we flat nreaess+u accept respersblity to the rase et interrelation by ethers at tafontration presented ASSOCIATED EAIt [`H Bt ENCE t I VC 10 18 £P -7 NUMBER a 5 10 FOSTER RIDGE TUKWILA, WASHINGTON EXPLORATION PIT LOG SEDIMENT DESCRIPTION ENT DESCRIPTION fleissurfeee eorwdtlons depleted r pres.nt our otx.rrallone et the Viae end leoatloa of en sxp1oratoryt bele. Ali. +t.rpx.tsllon, enufneerfno i Mfysis, and phignent. They ere not n o.eu*Sy repreeenfailve of sew S..s and bcst ttoeept feepdnslbsly for Ike use et htenxetstIon by ethers of informatlen presented on die tog. 090296A 9 ASSOCIATED EARTH S CIENCE , INC Topsoil. Medium stiff, moist: 'to wet, mottled brown, sandy silt to silty, fine sand, scattered gravel. Weathered /disturbed tone. (Unit, 2) moist, brown, i1ty, fine matr Dense becoming vary dense, mottled send vi h 1 :.nd cob let unabrted. Lod:ement .. �- .tri Dense, wet, brown becoming blue -grey, fine sand, aicac out, over lying herd, moist to vat, blue -grey, silt, diamictic. Water se epage n sand lenses. (Unit 4) DOH 0 11' Note: Moderate water seepage at approximately 6'. No caving. Hole terminated due to boulder tone at 11'. 10 18 £P -7 NUMBER a 5 10 FOSTER RIDGE TUKWILA, WASHINGTON EXPLORATION PIT LOG SEDIMENT DESCRIPTION ENT DESCRIPTION fleissurfeee eorwdtlons depleted r pres.nt our otx.rrallone et the Viae end leoatloa of en sxp1oratoryt bele. Ali. +t.rpx.tsllon, enufneerfno i Mfysis, and phignent. They ere not n o.eu*Sy repreeenfailve of sew S..s and bcst ttoeept feepdnslbsly for Ike use et htenxetstIon by ethers of informatlen presented on die tog. 090296A 9 ASSOCIATED EARTH S CIENCE , INC .1 forest duff. • , Soft, moist, brown to gra , In send SILT. UNIT2 • • Stiff grading to very dense, mots(, grey, silty, fine SAND with some fine to medium send ten ses; weathered 1 -112' to 5. (UNIT 4) SOH (0 14' Note: Slight seepage at 8'; no caving. 10 10 16 1 6 " Number EP -8 EXPLORATION PIT LOG Number EP -9 Fares t duff. — Soft, moist, brown, fine. SON co 5. Note: No seepage; no caving. Pit located at Associated Earth Sciences, Inc: 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 2 08- 827 -7701 Fax: 208- 827.5424 y SILT, many roots to 1/4: dtametet: (Fill - UNIT 1) Medium dense, moist, brown, silty, fine SAND with some medium s zones; (UNIT 4) of slope; elope has bowed trees (tote rocs conditions dopktod nprwnt out oboomSar it it, lino it bonbon of Ihb ho4e, modlioti by peon 1OstprMWori, t nsrei uietytts,endpdpensnf flay n hot riatassatitt np osetdesve of Ow *nos tnd bcstiont W val not except tospartsbilly tot the tee it bdsrprdtion by others d Mnfotmobett preeenhd an this by Foster Ridge Tukwila, Washington Project No. G96296A December 1996 Reviewed By 1 Forest dull. _ (" Loos so wet, dark brown grading to brown, silty, fine SAND to fine, sandy SILT. (UNIT 1/N 2) Medium dense becoming dense with depth, moist to wet, brown grading to gray, silty, fine SAND with Marne coarse sand, trace gravel. (UNIT 8) fi' lenses of soar Dense, wet, gray, silty, fine SAND, trace gravel and dropstones. (UNIT 4) BOH Q 18' No Medium seepage at 6'; slight caving due to seepage. Forest du ff. t ocra , rrroist to we brawn, silty, fine SAND to fine, sandy SILT, (UNIT 2) Medium dense, moist, brown with mottling, silty, fine SAND (Weathered Till); be sand and gravel; occasional boulders to 18" diameter. (UNIT 3) fi' lenses of soar te nse, damp to moist with depth, light brown, silty, fine SAND. (UNIT 4) DOH 0 16' Note: No seepage; no cowing. 16 6 10 10 16 ;..... Number EP - 10 ORATION PIT LOG Number EP -11 subturtete mnmtbne daakied rsprsseit our Obsievelen e! ew erne end tedban of lei beetwelety Intitentiedlon, said netJ5 enA+h, indPitenent They ye not Messes* npreesntaavti at st,es Ind b ,coat relpotaLIity for the we et tnerprtbnan by Otters of bNormeNon pre:eNed en life toil Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 206- 827 -7701 Fax 206 - 827-5424 We wIe Foster Ridge Tukwila, Washington Project Project No. G96296A December 1996 10 16 Yaw 10 _... 16 — EXPLORATION PIT LOG Soft, moist to wet, dark brown, silty, fine SAND, trace gravel; occasional dropetones to 9" diameter. (Fill UNIT 1) Dense to very dense with depth, moist to wet, greenish -gray, silty, fine to medium SAND, trace gravel. (UNIT 3) Dense, moist, mottled brown, silty, fine SAND with some gravel. (UNIT 3) Very dense, moist, bluish-gray, silty, fine SAND to fine, sandy SIC.T with trace gravel and with lens sand with some gravel. (UNIT 4) 130H @ 16' Note: Slight seepage at 3' and 8 no caving. Number EP -13 Fares t duff, Soft, moist to wet, dark brown grading to light brown, silty, tine SAND. (UNIT 2) SOH tit 18' Note: No seepage; no caving, Associated Earth Science% Inc. 911 Fifth Avenue Suite 100 Kirkland, Washington 98033 Phone: 206 -827 -7701 Fax 206 - 827 -5424 Vary dense, motst, light brown, silty, fine SAND with some dropstones. (UNIT 4) Grades to very hard, moist to wet, gray, silty, fine SAND to fine sandy SILT, some all riald alai (UNIT 4) *ebonies* middens depleted itortsset our observation et the one end tueatIon el this enrploratety tole, inodined by gaoiophi Interpretation. ennlnserinp ens ysle, end judgment They sn hot oseess yrsprnantattve et Char times and location, We wilt not sowpt tettgoistbillty for the nq or intefpreteUon try otters of inteecmalen preeanted en Ids by ti of fine Poster Ridge Tukwila, Washington Project No. 396296A December 1996 1 Forest d uff, Loose, moist to wet, dark brown grading to light bro rn, silty, fine D. (UNIT 2) Dense to very dense, moist, light brown, silty, fine SAND. (UNIT 3) C 12' to 13' tense of medium to coarse sand with silt. SOH 16' Note: 0, to rapid seepege at 12; no caving. 10 1 S 10 16 Number EP -14 1 Forest duff. EXPLORATION PIT Loose becoming dense, moist, dark brown grading to light brown, silty, Very dense, moist, light brown, silly, fine SAND; braccleted. (UNIT 3) 8' to 9' tense of coarse sand end gravel 12' to 12 -112' le nse otvery dense, moist, gray, silty, fine sand BON C 15' Note: Seepage at 1', 4', and 8'; no caving Number EP -15 ne SAND, (UNIT 2) . OG tubaurtme ooidlbon decided moment ow ohurveilan a the Ilan and boar r of Oat artery hole, modeed by Amok Marpnta0on,'relabel snayth, and Judgment. They am mt noanarit npriso *ailm N ober Snot and bcatlont We MINA accept 'operability for ties Ito or kdalpnliUon by otter, or tnlormaUon prow don Site top Associated Earth Sciences, Inc. 911 Pith Avenue, SuIte 100 Kirkland, Washington 98033 Phone: 206 - 827 -7701 Fax: 206-827 -5424 Foster Ridge Tukwila, Washingt Project No 09629 December 1996 . 1 Forest duff. • Soft/loose becoming dense, moist to yet, Clark brown grading to fight br , trfratti ,silty, fine l3AN1 fine sandy SILT. (UNIT 1/UNIT 2) Dense to very dense, moist, fight brawn, silty, fine SAND with some gravel with depth.. (UNIT 3) 011' to 12' tense of brown medium sand. Ve dense, moist to wet, brown, el , fine SAND. UNIT 4 SON C 16' Note: Slight seepage at 11' to 12'; no caving. 16 10 15 6 10 ...... Number Number P -16 faubturtn:e OoMabM Oepined rammed our cbttrrtelon a ere rat end bwrn et d+lt tworeiory hoN. Ott lin**, end ludOm ttry we not Maus* espraarWwe et sear Imes incept tttporabllly lOf ese set Of bU Fidatlan by ethers d Iritsrn.aeon pntenitd on tMt bg Associated Earth Sciences, Inc. 911 nth Avenue, Suite 100 Kirkland, Washi ton 98033 Phone: 206 - 827 - 7701 Fax: 206- 827 -6424 Foster Ridge Tukwila, Washington n Project No, G96 96A December 1996 EXPLORATION PIT LOG Reviewed By f'J i March 31, 2009 Steve Detwiller Rehabitat Northwest 3601 W Marginal Wy SW Seattle, WA 98106 RE: Request for Extensions Development Permits D07 -207 & D07 -208 Mechanical Permits M07 -134 & M07 -135 Dear Mr. Detwiller, City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director This letter is in response to your written request for extensions to Permit Numbers D07 -207, D07 -208, M07 -134, and M07 -135. 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 handing the permits as follows: Permit D07 -207 will be extended an additional 30 days, through April 20, 2009 as requested. • Permit D07 - 208 will not be granted an extension since an inspection has been completed and the expiration date was automatically extended through September 20, 2009. • The mechanical permits M07 -134 and M07 -135 which expired March 4 and March 6, 2009 respectively and are to remain expired. As stated in the expiration notice letter, extension requests must be received prior to the date of expiration. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, J fer Marshall Pe it Technician File: Permit No. D07 -207 P:\Permit Center\Extension Letters \Pennits\2007\D07 -207 Permit Extension.doc ]em 6300 Southcenter Boulevard, Suite #100 • Tukwila. Washincton 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Neighborhoods Since 1986 City of Tukwila Dept of Community Dev 6300 Southcenter Blvd, Suite 100 Tukwila, Wa. 98188 0 6-if 0 ;21 1191 ' Ref; Permits; D07 -208, M07 -135, M07 -134, D07 -207 To Whom it May Concern, Dear Ms/Mr., We are in the process of getting final inspections completed on the above permits. We will need another 30 days to accomplish this. Thank you in advance of your consideration. Steve Detwiller- President Rehabitat Northwest, Inc. License #: REHABN'016MA Steve Detwiller Builder /Developer ofc 206.932.7355 Fax 206.933.7355 steveCrehabitatnorthwest.com MA►R S 0 2009 - s sait eefrie,v‘a. 1 2197 arta 208 30js as V.97 e 01 2 4(2 1 5 11- C 7 9 0 1 3601 W. Marginal Way SW Seattle, Washington 98106 02 -02 -2009 CHAD DETWILLER 3601 W MARGINAL WY S TUKWILA WA 98106 RE: Permit No. D07 -207 4612 S 140 ST TUKW Dear Permit Holder: City of Tukwila 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 writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. hi the event you do not call for the above inspection and receive an extension prior to 03/30/2009 , 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, ‘ 1>ag 4 R4C(J/' Bill Rambo Permit Technician xc: Permit File No. D07 -207 02 -12 -2008 CHAD DETWILLER 3601 W MARGINAL WY S TUKWILA WA 98106 RE: Permit Application No. D07 -207 4612S140STTUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 06/08/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 03/04/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 03/04/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, x c: Ter Marshall 't Technician Permit File No. D07 -207 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 December 11, 2007 Chad Detwiller 3601 W Marginal Wy SW Seattle WA 98106 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Request for Permit Application Extension Development Permit Application No. D07 -207 Mechanical Permit Application No. M07 -134 Plumbing/Gas Piping Application No. PG07 -165 Rehabitat Northwest, Lot 5 — 4612 S 140 St Dear Mr. Detwiller: This letter is in response to your written request for an extension to Permit Application Nos. D07 -207, M07 -134, and PG07 -165. The Building Official has reviewed your letter and considered your request to extend the above referenced permit applications. The City of Tukwila Building Division will be extending the expiration date of your permit applications for an additional 90 days from the original application expiration date (through March 4, 2008) as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, e if r M rshall P it ec ician File: Permit No. D07 -207, M07 -134, & PG07 -165 P:\Pemiit Center?Extension Letters\Pemit Applications\2007\D07 -207+ Application Extension.doc jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Neighborhoods Since. 1986 Rehabitat 400 Northwest November 20, 2007 Bob Benedicto Building Official -City of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 Dear Mr. Benedicto 1 2 3 I 2 3 RE: Permit Extensions: M07 -135, D07 -207, M07 -132, D07 -208, M07 -134, D07 -205, PG07 -166, PG07 -163, and PG07 -165 3 2 - We would like to request an extension for the above permits connected to the Foster Ridge Development. We are actively working with departments within the City of Tukwila to resolve several issues related to the short plat for this development. We expect to record the short plat within the next 3-4 weeks. Once the short plat is recorded, we will continue to work with City of Tukwila departments to complete these complete the permit process and build these homes as quickly as possible. Thank you for your cooperation and assistance in resolving this matter. Please contact me if you have any questions or concerns. Sincerely, a.64 Chad Detwiller Finance Manager Rehabitat Northwest, Inc License #: REHABN`016MA Steve Detwiller Builder /Developer Ofc 206.932.7355 Fax 206.933. steve@rehabitatnorthwest.corn .. 2 L C011artJ'iTi DEVELONIEN" ag iditat ealue ccfr'l-all, 9od bld triattav 3601 W. Marginal Way SW Seattle, Washington 98106 - &P 12-19- 6 AOLI1/91 11 -06 -2007 CHAD DETWILLER 3601 W MARGINAL WY S TUKWILA WA 98106 RE: Permit Application No. D07 -207 4612 S 140 ST TUKW Dear Permit Applicant: Thank you for your cooperation in this matter. Sincerely, er Marshall t Technician xc: Permit File No. D07 -207 city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current permit application files, it appears that your permit application applied for on 06/08/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 12/05/2007 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 12/05/2007. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 September 28, 2007 Chad Detwiller 3601 W Marginal Wy SW Seattle WA 98106 City of Tukwila RE: CORRECTION LETTER #1 Development Permit Application Number D07 -207 Rehabitat Northwest, Lot 5 — 45xx S 139 St Dear Mr. Detwiller, Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Fire, and Public Works Departments. At this time the Planning Department has no comments. Building Department: Fire Department: Public Works Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Alan Metzler at 206 575 -4407, if you have question regarding the memo. 1) Provide a site plan that shows entire development including access from public street. Show fire hydrant location to scale and distance via vehicular travel to structure. Joanna Spencer at 206 431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, &IS Bill Rambo Permit Technician encl File No. D07 -207 P:\Pemrit Center\Correction Letters \2007\DO7 -207 Correction Ltr #1.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: July 16, 2007 Project Name: Rehabitat Northwest - Lot 5 Permit #: D07 -207 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The footing and downspout drainage system shall require additional information. The footing discharge system will generally be separate from the roof drain system. Provide a design detail for the dispersion or "detention system ". Identify on the site plan location of the new dispersion system, where drain pipes shall run. The drainage /detention system shall not impact adjacent property. 2. In addition to item 1) Sheet A-6 the details refer to "sand stop" for drain cover. To eliminate any confusion, please revise note to reference code description as "filter media ", "filter membrane material" or better known as (filter fabric). (IRC R405.1, UPC 1101.5.1) 3. A portion of the basement slab shall be at a point that is within 24" of the exterior grade. Provide a detail and indicate on the plan where R-10 insulation shall be required to meet Washington State Energy Code. (WSEC 502.1.4.8, 502.1.4.10, Table 6-1 # IV & 602.4) 4. The parcel number 32292200090 shown on the site plan does not meet King county records. Correct parcel shall show 3229200090 (remove one #2). 5. Due to the steep slopes in the vicinity of the house the foundation shall be designed by an engineer. A soils report by a geotechnical engineer shall be required to identify soils bearing capacity and provide recommendations for the foundation and footing construction. Please provide a soils report with the engineered foundation design. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: September 26, 2007 PROJECT: Rehabitat NW SFR Lot 5 of Foster Ridge Short Plat REVIEW #: 1 PERMIT NO: D07 - 207 PLAN REVIEW: Contact Joanna Spencer at (206)431 -2440 if you have any questions regarding the following comments. 1) Please execute attached Sensitive Area Hold Harmless Agreement. See attached form. A separate form shall be executed for each lot of Foster Ridge Short Plat. 2) November 13, 1998, Associated Earth Sciences, Inc. geotechnical report shall be updated to incorporate new lot configuration and new International Building Code requirements. Special attention shall be given to Chapter III, Design Recommendations. Please submit the original report and subsequent report amendment. Please cross reference these reports on your plan (date, report title, name, address, phone number of geotech firm ). 3) Submit an As -Built utility plan for Foster Ridge plat so location of utility connections to existing stubs can be verified. 4) Plans for single family homes in or adjacent to sensitive areas shall be prepared, signed, stamped and dated by a Washington State registered Professional Engineer. Please state earthwork quantities on plan: cu yds of cut and cu yds of fill and any yardage that needs to be exported. Plan you submitted shows only existing contours which do not match contours shown on site plan submitted for lot 6. 5) In addition a composite grading/utility plan shall be submitted for the whole Foster Ridge site showing existing and proposed contours (2 -ft intervals), driveway slope and elevations, footprints of proposed structures, finished floor elevations for homes and garages, any rockeries, retaining walls and cumulative earthwork quantities. 6) Show appropriate cross - sections through lots 5 and 6 and 5 and 4 including finished floor elevations, existing and proposed grades. 7) See attached mark -up for additional comments. (P:Laurie Admin/Joanna/Comments D07 -207) June 14, 2007 Chad Detwiller 3601 W Marginal Wy SW Seattle WA 98106 RE: Letter of Incomplete Application # 1 Development Permit Application D07 -207 Rehabitat Northwest, Lot 5 — 45xx S 139 St Dear Mr. Detwiller: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 8, 2007 is determined to be incomplete. Before your application can continue the plan review process the following item from the following department needs to be addressed: Planning Department: Nora Gierloff, at 206 433 -7141, if you have any questions concerning the following comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted throueh the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, shall cian Enclosures File: D07 -207 V City of Tukwila Department of Community Development Steve Lancaster, Director 1. The site plan must show easements, landscape restoration and contours. P:\Permit Center\Incomplete Letters\2007\D07 -207 Incomplete Ltr #1.DOC jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D07 -207 DATE: 11 -01 -07 PROJECT NAME: REHABITAT NORTHWEST, LOT 5 SITE ADDRESS: 4612 S 140 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: a/ 0 ill u ing Division lic W rk DETERMINATIpN OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 6(( AO 1!_ o'b1 Fire Prevention V''. Structural n Incomplete Planning Division Permit Coordinator ❑ No further Review Required DATE: DATE: n C DUE DATE: 11 -06-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n DUE DATE: 12-04-07 Approved ❑ Approved with Conditions Q Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07-207 DATE: 07-6-07 PROJECT NAME: REHABITAT NORTHWEST LOT 5 SITE ADDRESS: 45XX S 139 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 14 41 BuikJi&g ltsion • Of Public Works. Structural Permit Coordinator IC a a ERMINATION Of COMPLETENESS: (Tues., Thurs.) Incomplete DUE DATE: 07-10-07 Complete Not Applicable 111 Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: ,LT1 COORD COPY' PLAN REVIEW/ROUTING SLIP APPROVALS OR CORRECTIONS: Structural Review Required Fire Prevention t( Plankg gision No further Review Required LI DATE: DUE DATE: 08-7-07 Approved 111 Approved with Conditions 0 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 9 Departments issued corrections: Bldg Fire Ping 0 PWtr Staff Initials: Documents/routing slip.doc 2-28-02 ACTIVITY NUMBER: D07 -207 DATE: 06 -08 -07 PROJECT NAME: REHABITAT NORTHWEST, LOT 5 SITE ADDRESS: 45XX S 139 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Comments: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural P annin Departments determined incomplete: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DUE DATE: 06-1 2-07 Not Applicable E TUES/THURS ROUTING: Please Route ❑ Structural Review Required El No further Review Required DATE: ' ,/,4 Division lLy Permit Coordinator ❑ DUE DATE: 07 -10-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: irk w City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ////01 Plan Check/Permit Number: D07-207 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Cit RECEIVED MLA NOV 01 1007 Project Name: Rehabitat Northwest, Lot 5 Project Address: 45XX S 139 St Contact Person: Chad Detwiller Phone Number: 004) 952 -736 Summary of Revision: fri,v;ale) C8 fe CONNK• go r oG�.: 1,s �o eld;s'Fiu5 S'(or n. 5s f�r�. v; S cu-atQ CoNF3cc7�-:et4 i'l�. , r oleae i)S. 4oda - 6 ) A. 8x..; a Se 440 1. 5 �� Sam() c�a � • �i U - -C.0 a ;c.' �ro ACE t ce i ' :e►9 s � b Osea 64,4. o 44 of p ar"( II" 4-o tor-rack. Pro,l tJcd a C ; ab oQ 4L6. te4c doixs CF'1 e- i�li ea.1 p eeet4 e scer.4 Area. ic111.441 la.vc r P4.) fluty. -0? Sheet Number(s): 4/ 4 Z Oro "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by Entered in Permits Plus on It 1,0 t b pplications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Date: ? /a /0? City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: ) 7- aO7 Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project tfSxst S/, cl 5¢ — .2 ,,'f *S Project Address: ma y , / -k Sc 5 /S' S'f . - ,La 't ' / Contact Person: a i11cc� Phone Number: (vex, 93a-7s Summary of Revision: 1, aid , / en r- ; `{ a A.,0 1 cam- ,A) , ) - f :Q,u P cvvdN ....p 4-6 1-e. i.._. aec-esS ?oit\L per- Pre- RECEIVED vRX-OF-T JUL -- 6 2001 Sheet Number(s): A( "Cloud" or highlight all areas of revision including date of revi:Iio Received at the City of Tukwila Permit Center by: t ar Entered in Permits Plus on 7--1 7 \applications\forms- applications on linelrevision submittal Created: 8 -13 -2004 Revised: Steven M Mullet, Mayor Steve Lancaster, Director PERMIT CENTER . CER I I11CATE OF S WER AVAILABI .+ TY /NON.AVAI i Residential: $50 Certificate of Sewer Availability OR To Be Completed bi Applicant) Purpose of Certificate: ❑ Building Permit ❑ Short Subdivision ❑ Preliminary Plat or PUD ❑ Rezone Proposed Use: o• Residential Single Family ❑ Residential Multi - Family • ❑ Commercial ❑ Other Applicants Name: 14 ; L* Qo u 14816 L ary oad South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 Property Address or Approximate Location: Tax Lot Legal Description(Attach Map and Legal Description if necessary): L-bt s oc TuSt0 ( sP Loy - oess Commercial: $100 ❑ Certificate of Sewer Non - Availability ❑ Other .Phone: OGZ? 93z - 73S6 : Part (To Be'Completed by. Seaver Agency) 1. OR ❑ b. By Sewer Service will be provided by side sewer connection only to an existing c.0 size sewer tuns the site and the sewer system has the capacity to serve the proposed use. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2 (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR LI b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. ©a The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ S50. SFC: s2&42- .fig UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $6796 4.9residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required ❑ May be Required • c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the dat • nature. Title . PERMIT: $ /00. O o Date RECEIVED CITY ;tJFcvviLA JUN 08 ?001 VA-21)11 (p • / - 07 r► ATTACHMENT TO VAL VIDE 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 maybe 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 6/1) Date License Information License REHABNI973KZ Licensee Name REHABITAT NORTHWEST INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602241649 Ind. Ins. Account Id TREASURER Business Type CORPORATION Address 1 3601 W MARGINAL WAY SW Address 2 City SEATTLE County KING State WA Zip 98106 Phone 2069327355 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/9/2003 Expiration Date 5/24/2009 Suspend Date Separation Date Parent Company Previous License REHABN *016MA Next License Associated License Business Owner Information Name Role Effective Date Expiration Date DETWILLER, STEVE PRESIDENT 05/09/2003 Bond Amount FROST, PHILLIP TREASURER 05/09/2003 919249 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #3 CAPITOL INDEMNITY CORP 919249 03/07/2006 Until Cancelled $12,000.00 03/14/2006 Look Up a Contractor, Elect&;an or Plumber License Detail Page 1 of 2 ' Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= REHABNI973KZ 05/09/2008 -t, Scale 5' - 0" 10' -0" 2 iiinim iI I I I I I 0 1 Bar: 1" = 5' Le Description: Project Address: 4612 S140th St Tukwila, WA Tax Parcel: 3229200090 Project Number: ntr '. J /L04 -0085 - Lot Subdivision Project Owner: Rehabitat Northwest, Inc. 3601 W Marginal Way SW Seattle, WA 98106 Contact Person: Chad Detwiller Office: (206) 932 -7355 Fax: (206) 933 -7355 Direct: (425) 829 -5298 220' 222' 224' co N o) '7 8" Water Existing Water Main N_ 2 U W Lot Coverage: Total Lot Area: 5,549 SF Total Area of Dwelling: 1,594 SF Total Lot Coverage: 29% Total Area of all Decks: 230 SF v 1610 SewcRs usik'` V�Lt- '� tSR-M tT 19 12,6au ta-D \ `L' S S2 °45'8" \ 24.06' \?\°' Existing CB #9 Type I RIM = 213.61' I E = 208.46' (12 ") IE = 208.81' (6 "- NE) IE = 208.91' (6" - SE) S 87 °48'59" E 100.01' Tree Planting Schedule Worpelsdon Sweetgum 6 Required per Landscaping Plan Paper Birch 2 Required per Landscaping Plan Western Red Cedar 4 Required per Landscaping Plan Douglas Fir 1 Required per Landscaping Plan 0 February 13, 1997 (AESI) Revised November 13, 1998 (AESE) Revised October 3l1:, 2107 (GA1, Proje No`; 06003 TutKWa_A 15PEC` '" t OF (AMH SEP )tc Li UV (S fzscoAtiLft s ) 5 OEs of 1 09p C . � t N s' P1 OF TH (AD M • Lot fi Storm Con enn ctrorr Gary A. Flowers, Mi.,C Geological & Geoteehnical Consulting 19532 12 Avenue NE Shoreline, WA 98155 -1106 (W6)4i7 - 765 Ingress/ Easeme Lot 6 gress t to 3 ' -1 15/3 Lot 5 5/8" W/M - Lot 6 ' - 5/8' —W/M ewer IE = 209.81' Connect Footing Drains with Type 50 Catch Basin to existing Storm system House FF = 224' 4" Perf Pipe to connect Footing Drains to Existing Storm Detention System 4" SDR35 to connect Roof Drains to Existing Storm Detention System Building Cantilever Type 50 Catch Basin 20'-7 5/32" SUBSURFACE EXPLORATION, GEOLOGIC HAZARDS, AND GEOTECHNCC u ENGINEERING REPORT FOSTER RIDGE SHORT PLAT 46TH AVENU E SOUTH AT SOUTH 139TH STREET TU%CWILA, WASHINGTON Connect to Existing Storm System I E = 209.08' `212' SEPARATE PERMIT REQUIRED FOR: Mechanical ! Electrical Plumbing [ .. Gas Piping City of Tukwila BUILDING DlVISiON Filter Fence for TESC -218' -220' 222' - 224' Subdivision Key CrTY NOV 0 1 2001 PEHMIT CEN\JTEf FILE COPY Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved FieldCopy = . r. is admowledged: B C Date: City of Tukwila BUILDING DIVISION These plans have been reviewed by the Public !?prigs Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy 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: 01300 CORRECTION 2D4 co co 0) F- 0) in 5 LO vcj- N (� ® Q, - 2 + CZ CU CD 2 0 (1) Z - LCD co 2 -C 0) o co c9 co T.O. Top Plate 0 CV - C+r] T.O. Subfloor - \ T.O. Top Plate 0 co ;1- T.O. — \ ° Subfloor — Existing /Final — Grade = 215.5' 0 cc - — \— 0 Co 0 co T.O. Ridge Line T.O. Top Plate 6x12 Existing /Final Grade = 222' 11 1111,(111111,/1(.1 ° °- ° °- p ° o 6 . A' n'L\ . n'4 . n' . A' 12 Provide Railing where required by Code Line of Continuous Footing Allow 12SF of Flat area Below All Egress Exits for Fire Safety Typ 2x8 Band Boar 1/2" x 8" Hardi Plank west E svat00n A A' n' A'�? . A'. n' L� & . A'L� . A' • A' k . A'L� . A' East E sv atooi 12 Composite Shingles over 15# Building Felt (typ) Line of Continuous Footing ° 4 ° , 4 A . 4 'n 6x12 T.O. Ridge Line —" co as co T.O. Top Plate —� 0 T.O. Subfloor o T.O. Top Plate ` 0 50 T.O. Subfloor � — T.O. Top Garage 0 Slab Existing /Final Grade = 222' r 0 O M cc 0 Co 0 cc 0 ♦ - — `n co 0 co Existing /Final Grade = 215.5' \ — \— \ T.O. Ridge Line co cc 0 cc 9 \ T.O. Top Plate :O. Subfloor \ T.O. Top P ate TAO. Subfloor "T.O. Top Plate 6x12 Existing /Final T.O. Grade = 215.5' — — Basement Slab I • °� ° 4 • L T.O. Ridge Line Top Plate 0 cc — _ T.O. Subfloor 0 T.Q. Top Plate a Co T.O. _ a Subfloor - -� Existing /Final 0 Grade = 222' d- cc 9 T Basement Slab 6x12 6x12 Top of Garage Slab ° ° ' ° ' ' _AL L1 n' A A' n . n' >\ ° ° e - nn ° ° - ° ° - ° e L-L n' n n' n' n' 4 • n' n' 4 Line of Continuous Footing Composite Shingles over 15# Building Felt (typ) • C. A' n' L . n' L . A' n A' n . A'LI A' 4 n' 6 . n' 12 North Mevatoom v ° 4 6x12 Line of 0ontinuous Footing South EDc v or 6x12 6x12 6x12 6x12 a A 4 4 °I Q'n . p 'n _/ , n; ° °° ° I ° ° C. • °. n' L V6 . A . n'Q . n' • A' A' n'L Existing /Final Grade = 222' T.O. Ridge Line - - \- T.O. Top Plate T.O. Subfloor — \ T.O.Yop Plate T.O. Subfloor T_O_ Top Plate T.O. Basement Slab T.O. Ridge Lin cc T.O. Top Prat T.Q. Subfloor r T.O. Top Plat: M T.Q. Subfloor o T.O. Top Plate Existing /Final T.O_ Grade = 215.5' Basement Slab co i co 9 Co co cc U CO ' _ F RECEIVED CITY OF - p'U . I NOV 01 2007 FEK VVIT CENTER N- 0 0 N 0 L E 4) 0 z W Q co T ILO - 5 a) co s s P1 r 1 M N C7 co d (0 C D Ta 5 N - 0 a 2 c a "ti U) aroma a� 2 3 1 c- a a) Z o) 2. E L Co cD ia) 0 ®C i PRODUCT CODE R.O. SIZE COUNT U -VALUE AREA (in SF) TOTAL AREA (in SF) TOTAL U -VALUE 48X30 HORIZONTAL SLIDER R.O. 4'-0" x 2 -6" 1 0.35 10 10 3.5 36X60 SINGLE HUNG R.O. 3' -0" x 5' -0" 2 0.37 15 30 11.1 48X18 HORIZONTAL SLIDER R.O. 4 x1 2 0.35 6 12 4.2 48X48 FIXED PICTURE R.O. 4 -0" x 4' -0" 3 0.34 16 48 16.32 48X54 FIXED PICTURE R.O. 4 x 4' -6" 1 0.34 18 18 6A2 60X60 FIXED PICTURE R.O. 5' -0" x 5' -0" 2 0.34 25 50 17.0 24X54 SINGLE HUNG R.O. 2' -0" x 4' -6" 2 0.37 9 18 6.7 14X80 SIDELITE R.O. 1' -2" x 6' -9 1/2" 1 0.34 7.92 7.92 2.7 24X48 SINGLE HUNG R.O. 2' -0" x 4' -0" 1 0.37 8 8 3.0 36X36 HORIZONTAL SLIDER R.O. 3' -0" x 3' -0" 1 0.35 9 9 3.2 48X42 HORIZONTAL SLIDER R.O. 4' -0" x 3' -6" 1 0.35 14 14 4.9 48X48 HORIZONTAL SLIDER R.O. 4' -0" x 4' -0" 1 0.35 16 16 5.6 60X48 HORIZONTAL SLIDER R.O. 5' -0" x 4' -0" 3 0.35 20 60 21.0 WINDOW TOTALS 300.92 105.34 GLAZING % = TOTAL GLAZING AREA / TOTAL HEATED AREA 300.92 / 2267 13.3% AVG U -VALUE = TOTAL U -VALUE / TOTAL GLAZING SF 105.34 / 300.92 0.35 C LV CV co a) 3' -0" y- a - cI v N 0 , o 0 E- 0 c U O E p L . � c co 0 c0 co O m W 4 . • 1 r THD14 .D t Ir x V� I Q M O 19 p�1 \ ` '\T �` r a D 0 1 _ 0 x - Covered Porch Above Poured Concrete Wall per Retaining Wall Schedule STHD14 4 d v p i 1_n11 4 6' -0 4x10 Header Note: Allow for Firred 2x4 Walls when Rough Plumbing 2 1_ 6 11 4x10 Head S Basement 4" Concrete Slab over 6 Mil Black Vapor Barrier on 4" Granular Fill. 2 2 4 1__I__L_ .1 - I I I I 13 -0" (2) 2 4 3 1/2" x 9 1/2" P_SL (Dropped) 5 "x12" Footing 6' -U 1/13 Roughed -in Bathroom 5/4" Cedar Deckin..g__ over 2x10 Joists © 16" O.C. over Poured 9 Concrete Footing co 17' -4" r Sump Pump 2 ' -5 7!8' ff v r STHD14 1Mly ad s oon Modell Basement Moor Man 4' -O" x 4 -0" 0 0 m. 23 0 -7Nr 1 N T C) 4 4 4 , c ° ° 11 1 38' -0" 1/" 1 11 38' -0" Hold Down Legend Indicates Simpson STHD14 Hold Downs (4 Required This Plan) 9 M co Co STHD14 16' -6" 20' -8" 19 Block out 16'6" Foundation for OH Garage Door 16 -0" x 7' -0" R.Q. 16' -6" x 7 -3" Garage Slab Above 4" Concrete Slab over 6 Mil Black Vapor Barrier on 4" Granular Fill. Slope 4" toward OH Door. v ° 4 , L. 2 -6 4 A .v 4 4 a ti co iJ Roof Franong Basement Plan Notes: 1. Contractor to verify all notes, demensions, & conditions prior to beginning construction. 2. Provide Adequate Supporting Blocking over all supports. 3. Install 4 "x10" headers over all openings unless otherwise noted (U.NO). 4. 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 Constact 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 "x1/4" Washers @ 48" O.C. U.N.Q. 12. Insulate Slab per A6 where slab height is less than 24" within Final Exterior Grade. A Pre - Engineered Trusses @ 24" O.C. \\_ Glazing Schedule: �°+ R E Ci' I m 't�' �� 3, a � 5•,,y ,.__.. �I CODE CO m ' r F . RECEIVED ;m( OF NOV 01 2001 PEHMI T CENTER 1` O O N 0 w w Co N CO Lo Lo co F- C S l� G ■ 1 I cf) N N f c) ( .0 c 7-1) N o 2 cf) r rrr� rll�rrr/ CD 2 (i) c- o Z a) - a 14 m il Co 0 1 W Et u \ \ \ c9 N- N ti N \ \ 5' -3" 3' -3 3/4" Foyer Tile 5' -8 3'-O" 6' -0" 10' -5 1/2" 3' -6" x 3' -0" Kitchen Vinyl 1" 1' -2" x 6' -9 2 ' -1 1/2" Covered Porch (Wood) 4" x 10" Beam to Support Roof Above t.11e Fug /2" 1 5' -2 1/2" '_ " ITT 29.5 Hangers a1=Tv_o .1=1-17=1 = =-1=1-C=L 1=1 - 1__1 n . 1=1 Eating Nook Tile 4x10 Beam Flush w/ ITT 29.5 Hangers Typ. own asem 3' -1" Den/ Office CPT 3 1/2" x 9 1/2" PSL Between 1' -4 1/2" 5' -0" x 4' -6" P.T. 4x4 Posts Over (3) 2x10 Nailed Togetl ier 6' -1 3/4" 18' -3 1/2" 10'_0" 5' -0" 5' -0" x 4' -6" RO -4 ." 5 1/2" x 9 1/2' LVL Flush 0 0 m0.) • O 4' -b 1 r2 Wi7ER r. Wood - Framed Walkway Joists 6x10 DF Heade bovc Full Length h r1_ 7 r 38'_0" 4 9" 0 Concrete Ballard for Car Stop 16X6 Post / 4x6 -, Post 5' -2 1/2" 9' -8 1/2" 5' -0" x 4' -6" Family Room CPT 17' -6 1/2" 5' -6" Provide 26 Gauge Metal StraO 6nchoring Water Hea {er to Wall. 18" Platform 8 3/4" x 19 1/2" R4F -V4 GLB ItrolVedI U, 0 O 2 -Car Garage 7 R.O. 16' -6" x 7' -3" 5' -0" x 4' -6" r r co to LOO 0) x uc p 3/4" x 1 1/2" C LB 24F -V _ KFlush) N 4{'x10 "DF Ciont. 20' UI -'-4 L 1 CD 's 10' -0" 6' -10" y 3' -6 1/2" Gas Firepla CO Too X 0 d Simpson HGUS5.25 /10 6 a r` Maoism ModM Mah Hoor Flan 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 1OD 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 1 Project from Impact per 2003 I.M.C. 21. Furnace to be placed 18" Abv. floor on 1 hour furnace platform w/ (2) 3/4" layers Plywood. Protect from impact per 2003 I.M.C. 22. Door between House and Garage to be 20 min rated. Solid core tight fitting with Self Closure. 23. Install Zero cir. frpl. pewr terms of Lists and Manufacturer's specs per IRC. 24. Provide Continuous Handrail at all Stairs a min. of 1 1/2" from wall. 25. Denotes Bearing Point and Hold Down Location. Area Summary Basement Floor: 711 Main Floor Plan: 886 sf Upper Floor Plan: 1027 sf Total Area: 2624 sf Garage: 429 sf Patio: 218 sf ti ss- 3' -6" 7 4' -0" x 4'-6" 4x10 Header Above Opening Typ. 4x10 DF He -rider Above u 4' -0" x 2' -6" 3' -3 3/4" 6' -O" 16' -0" Master Bedroom (Vaulted Ceiling) CPT 15' -3" Dowi 12' -6" Open to Below Bedroom #2 CPT N SD SD - r 0 Install Furna Platform in Attic per 2006 Mechan, 11' -5" 4x10 DF Header V-Above -- 5'-0" x 4' -6" 6' -0" 6' -3" 12' -3" d 34' -0" Cn W 2X10 Wo Fram-- for Fu ► ace Line of Wall Below flock Floor Joists 34' -0" 6' -11" 5' -0" .I.C. CPT 1 6' -6 1/2" e 2 -6" 2' -6" SD Linen 0 Closet E Closet Co 2' -1" fMl acloson Mod s0 Upper' Floor Nan Closet f J_s,_ _It 2' -6" SD 0 11' -1" Glazing w/ Obs Glass 3'410 4x10 DF Header 4 ' Above 4' -O" x 3' 6" 2' -3 112'2' -4 1/2" 2.0 10' -7 /2" Master Bathroom Tile 5' -0" 6' -1" =1' -6_° 0 2 ' -5 1 10' -7 1/2" 5' -0" Soaking Tut_ 2 MAIN . 5 BATH Vinyl 5' -3" Bedroom #3 CPT 4x10 DF Header Above x 4' -6" 2' -4" 5' -0" SOT 0 a N 9 CV a M Upper Floor Framing Notes 1. Written Dimensions take precedence over Scaled Dimensions. 2. All Headers to be 4x10 D.F. #1 Unless Noted Otherwise (UNO). 3. Bottom of Headers to be 6'8" this floor UNO. 4. All Exterior Walls shall be 2x6 w/ R -21 Insulation UNO. 5. All Frame Nailing to satisfy IRC. Block all Plywood Edges and Nail with 10d @ 6" O.C. Typ All Exterior Walls. 6. Provide Double Joists or Blocking where Partitions occur above. 7. Provide Solid Blocking over Supports. 8. Plate Height to be 8'1" this floor UNO. 9. Fireblocking at all Plumbing Penetrations. 10. All Storage and Spaces under Staircases to be Finished with 5/8" Type "X" G.W.B. 11n Denotes Solid Bearing under Concentrated II Llloads. Use (2) 2x4 at 4" Walls UNO. 12 Finish all Ceilings with 2- Layers of 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 @ "Stick- framing" reference. 16. All Voids to be Fire /Draft Blocked per IRC. 17. All Tubs and Showers: Fireblocking between Studs - Limit Shower Flow to 3 G.P.M. - Waterproof Wall to within 70" Above Drain Inlet - All Glazing within 70" Above Drain Inlet to be Safety Glass - No Vapor Barrier behind G.W.B. 18. All Smoke Detectors to be 110 Volt Interconnected w/ Battery Back -up. 19. Provide Continuous Handrail at all Stairs a min. of 1 1/2" away from Wall. 20. Install Furnace in Attic on Platform per 2006 Mechanical Uniform Mechanical Code CUDE COM G 0-. r_ r PFCE VED C97( OF TUKWILA NOV 01 2007 PENMIT CENTER N- 0 0 N 0 I- a) 0 E a) 0 z I- 0 Lo 0 w rn w co cy) CO I _c Lo , c 1- co VJ N ( 04 V 04 0) co C� r (0 Q Q, N cd O In co w � a) 2 - t O O s rp a) co O _c - ( 7 ) o Q II N \- — Finish per Elevation over Tyvek Vapor Barrier over 2x4 DF #2 or Better Studs @ 16" c.c. Typ @ Exterior Garage Walls. 9 Co \- — 18" Utility Platform (tilt boring per Floor Plan ver 3/4" OSB over 1/4" TJI Joists @ 16" o.c. ver 5/8" G.W.B. (typ) 4" Poured Concrete Slab over 6 mil Vapor Barrier over 4" granular fill. Spacing between Guards shall not allow the passage of a sphere of 4" or more. Tread 10" Min @ 12" from most Narrow Point per IRC R311.5.3.2 Line of Continuous Footing 1 1/4" Dia Min Handrail k r > <' M m 2 2x4 Thrust Block Interior Stair 4 Guards to Comply w/ IRC Section R312 (3) 2x12 Stringers Fireblocking @ Mid -span • .� pva 7 O v ve° ; Q q ^o . ?.. p ' g e a p a o� d P • [Mlaaoson Modell 3ffildrig Sactnon 30 -year Composite Shingles over 15# Building Felt over 7/16" OSB over Pre - Engineered Trusses 24" o.c. (typ) UND Landing (if Required) to Conform to the 2003 IRC R311.5.4 Beam per Plan P Below Stairs install (1) Layer 1/2 G.W.B. on walls and ceiling 12 • 4 4 7 . P y q e q •p°o -P s 0 q ° P 'v P nish per Elevation over yvek Vapor Barrier over E9 x6 DF #2 or Better Studs nr 16" o.c. (typ) UNO - z C 1 ih TYPICAL 2X EXTERIOR WALL: FINISH PER ELEVATION OVER 7# BUILDING PAPER AIR INFILTRATION BARRIER 1/2" SHEATHING 2x STUDS PRT PLAN @ 16" o.c. BATT INSULATION PER PLAN 1/2" GYPSUM BOARD 2X BOTTOM PLATE 1 1/4" X 9 1/2" LSL TIMBERSTRAND RIM BOARD WEATHER TIGHT CAULKING EXTENT OF EXCAVATION BACKFILL TIGHTLINE STORM D (4" SDR35) FILTER FABRIC 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 WEATHER TIGHT CAULKING LEVEL OF FINAL GRADE SHALL REMAIN A MIN OF 6" BELOW EXTERIOR FINISH EXTENT OF EXCAVATION BACKFILL TIGHTLINE STORM DF IN (4" SDR35) I FILTER FABIC CONCRETE - FOOTING 6" GRAVEL (MINIMUM) ON 4" DIA. WEEPING TILE 8" 16" 4 " 8" FOUNDATION WALL 1 11 A 11 _ 1 BASEBOARD BOTTOM PLATE M arm I sled A 8" FOUNDATION WALL W/ CRAWL SPACE 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 ILL VOID WITH BATT INSULATION 2X P.T. SILL PLATE W/ ANCHOR BOLTS & 2 "X2 "X3116" WASHERS PER SHEAR WALL SCHE 12" MAX. & 4 1/2" MIN. FROM ENDS & 7" EMBEDMENT. (ELSEWHERE USE 5/8" DIA. 10" A.B. W/ 2 "X2" X3/16" WASHERS FASTENED TO FOUNDATION WALL AT 48 "O.C. TYPICAL 8" CONCRETE WALL: 8" CONCRETE DAMPROOFING/WATERPROOFING PER IRC R406.1 2X STUDS PER PLAN @ 16" O.C. R21 BATT INSULATION AIRNAPOR BARRIER 1/2" DRYWALL 4" GRANULAR FILL 6MIL. POLY VAPOR BARRIER 4" POURED CONCRETE SLAB #4 REINFORCING BAR VERTICAL @ 18" O.C. W/ ALTERNATE BENDS & HORIZONTAL @ 10" O.C. (2) #4 REINFORCING BAR CONTINUOUS M J O 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 0 C r , acf L1 r 0 7 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. 8" POURED CONCRETE WALL 6MIL. POLY VAPOR BARRIER OVER CONSTRUCTION FILL 0 3 #4 REINFORCING BAR VERTICAL @ 18" O.C. W/ ALTERNATE BENDS & HORIZONTAL @ 10" O.C. (2) #4 REINFORCING BAR CONTINUOUS EXTENT OF EXCAVATION BACKFILL FILTER FABRIC 2X10 RIM JOIST 1X12 SKIRT BOARD (2) 3/8" X 4" GALVINIZED THRU BOLTS PER POST 8" HARDI- SIDING 7/16" OSB 2x4 STUDS @ 16" o.c. 2x2 SP DLES @ 5 "O.C. PRESSURE TREATED SILL. OR FOUNDATION GRADE SILL FINISH GRADE UNDISTURBED EARTH z 2 Q ✓ 6" GRAVEL (MINIMUM) ON 4" DIA. PERF PIPE z N BEAM PER PLAN BOTTOM OF BEAM SIMPSON (2) A24 FRAMING ANCHORS @ EACH POST- r 16" SOLID BLOCKING .-2X CLEAT ON EACH SIDE P.T. POST PER PLAN i6 MIL VAPOR BARRIER r CONTINUOUS FOOTING 4X4 POSTS @ L 6' -0" O.C. FOOTING WITH INSULATED SLAB FLOOR JOISTS PER PLAN BATT INSULATION PER PLAN 3/4" T &G OSB SUBFLOOR GLUED & NAILED IIIIII� y �4 rd 11= 11� 1 L 4 ` U L , � I I :4 r B 4 / L L 4 U L L k >"":‘.. \ \ " a 1„. a. A > A L qr. L _L r L L iii ■ V A 1 V V v A > A V V Final Grade A A > V A A A A A V A , V A A \v� A v v FRONT PORCH DETAIL A A > A > A 5/4" CEDAR DECKING CONCRETE WALL PER STRUCTURAL —2" RIGID INSULATION 4" POURED CONCRETE SLAB 6MIL. POLY VAPOR BARRIER — 5" GRANULAR FILL 2' RIGID INSULATION CONCRETE FOOTING EINFORCING BARS KEY C ) #4 BAR CONTINUOUS A 2x10 JOIST @ 16" O.C. 1 A 0 REBAR 3" FROM TOP AND BOTTOM AND 1' -6" O.C. MAXIMUM HORIZONTAL 1/2" X 10" ANCHOR BOLT 6' -0" O.C. AND 4 "MINIMUM / 12" MAXIMUM FROM ENDS OF EACH SILL PLATE REBAR @ 1' -6" O.C. VERTICAL WHERE STEM WALL EXCEEDS 2' -0" OR WHEN CONSTRUCTION JOINT OCCURS `.''• A 0 INTERIOR GRADE MAY BE EXCAVATED DOWN TO TOP OF FOOTING TO PROVIDE CLEARANCE TO JOISTS ti N P :( D CITY OsFTif ; ;A:W1/iLA NOV 01 ZOO/ PEHIVMI T CENTER Co CO a) Ct, cr) x Lo y � C) N VJ 1 ----1 CO 1 CD TD CN 2 U c c O V / a) 2 c- 0 Z o) Lt Co 0 _c - ( 7 ) W Q tit u_ 0 0 0 ro r- uo co x Ca 0 rn 0 N- CD aJ a [D a, 0 I In 5 ¢ r : o - 0 0 rJ -rOr7 n csi c\J 2 coo CO CON n� x io o= co (NI O7� r') n u Z I CC) COL_ X w LL.1 w ¢ z �wH�li w >pww Ecn DRAWN HPP CHECKED PDC REVISED PER FIELD INFO REVISED PER DISTRICT COMMENTS REVISED PER DISTRICT COMMENTS REVISED PER OWNER REVIEW COMMENTS REVISION -12 -05 Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 750 Sixth Street South Kirkland, WA 98033 PH: (425) 827 -201 1- 800- 945 - Kirkland . Seattle . Federal Way www.paceengrs.com FAX: (425) 827 -5043 . Portland King County Water District No. 125 REFERENCE INFORMATION FIELD BOOK: SURV. CPU FILE: DATUM: DATE NOVEMBER 2006 RECEIVED CITY OF TL V"V NOV 01 2007 FOSTER RIDGE SHORT PLAT q PEHMI i T CENTER ER WATER PLAN AS BUILT JOB NUMBER 05109.00 SHEET I OF DWG NO. P8673wa04ASB.dwg [WAT 12" CONC ULVERT SINGLE WATER METER (TYP.) FINAL METER LOCATION TO BE COORDINATED WITH DISTRICT & OWNER (TYP.) DEFLECT PIPE AT MAXIMUM ONE -HALF OF MANUFACTURER'S RECOMMENDATION (TYP. AC PAVEMENT " DI, CL 52 PARCEL NO. 734760 -0540 4509 S. 139TH ST WISDON, MELYNDA J 12' CULVERT E 21a21 PARCEL NO. 734760 -0541 4514 S. 140TH ST MALDONADO, ADRIAN C 2 SPOOL n EXC RIVE \205 . TCD P TER DI N RECORD ,LQT NO. RESTORE AC BERM EX. WATER METER PARCEL NO. 734760 -0541 AC PAVEMENT A SPH I.E. WA 2007 • TOP SD 199.81 1 -8" 45' BEND, (RJxRJ) I2" CULVERT 1E 207 93 PARCEL NO. 734760-0545 4525 S. 139TH ST GOSS, GERRILYNN LOCATION OF SURFACE FEATURES AND UTILITIES SHOWN WEST OF CULVERT ARE APPROXIMATE BASED ON FIELD INFORMATION. VERIFY LOCATIONSAT AND 4 HAVE 5 2 5 ALL UNDERGROUND UTILITIES LOCATED BEFORE COMMENCING WATER MAIN CONSTRUCTION IN S. 139TH ST. CONTACT ENGINEER IN CASE OF CONFLICT (TYP.) RIM 204 IE 196 " �����. r\ /45 LF 8" DI, 6-, 5 RJ h n7 IE 199 'a N* S `, 1 -8" 45' BEND, ( RJxRJ) 22.0' WA EASEMENT TO INCLUDE ALL OF, DRIVEWAY (TYP.) 15.0' \\ WATER EASEMENT I / / 1, / I I.E. SS 205.53 / TOP WA 201.0± \ II CROSSING IN ll ACCORDANCE WITH THE CRITERIA FOR SEWAGE WORKS CONSTRUCTION LOCATE EXISTING WATER SERVICE UNE TO LOT 4525 SERVED FROM METER ON S. 140TH ST. CONNECT NEW METER TO SERVICE LINE. ABANDON EXISTING SERVICE AT S. 140TH ST. I.E. WA 200.8± I.E. WA 211.00± TOP SS 209.66 22.5' WATER EASEMENT TO INCLUDE ALL OF DRIVEWAY (TYP.) 7_1 Cn N 10 aD x CONNECT TO EX 4" 1 -4" GATE VALVE, 1 -4 "x8" DI REDUCER, 1 -2' SPOOL 4" 14.5 LF 8" 1 -8" COUPLING S'1 d ST I I r . 0 I4Cth `T_.. IS14Ist ST. TEER c.' (RJxFL) ( FLxMJ) DI PIPE DI PIPE SLEEVE X226.8 CJ La 10 0 LU JI I ILO z 0 F J a L 12" FIR 4502 S. 139TH ST TENJER, ZORAN Sc VIOLETA E E EX. FIRE HYDRANT PARCEL NO. 734760 -0525 13908 1/2 45TH AVE S. REYNOLDS, ESTHER D IRENE 13908 f PARCEL NO. 734760 -0440 6" FIR 8" DECID. c 0 w 20'± VICINITY MAP (NTS) 11 PARCEL NO. 734760 -0445 (VACANT) METTLIN, JERRY D AS B ILT Data NOV .006 By TH M Entneerbi RESTORE GRASS SURFACE TO APPROXIMATELY MATCH EX. CONDITION. _____________________________________ 14 ri Li LJ 4dZH ■ 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 AS'S FOR FUTURE WORK. PARCEL NO. 734760 -0450 4514 S. 139Th ST METTLIN, JERRY D I 1- 4" TEE 0 .X FL 8LF" DI, CL 52 SPOOLS (PExPE) 17 250 E {2EA -1 LF & 1 EA -6LF} R0.4 24+ 22 1--4" GATE VALVE (FLxRJ) 1 -8 "x4" REDUCER, (FLxRJ) 1 -8" ADAPTOR (FLxRJ) 1 -8 "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.) PARCEL NO. 734760-0470 4524 S. 139TH ST BENSON, REONA 1 -8 "x6" TEE, (FLxFL) 1 -8" GATE VALVE, (FLxRJ) 1 -8" ADAPTER, (FLxRJ) 1 -6" GATE VALVE, (FLxRJ) 1 -FIRE HYD. ASSEMBLY, (RJ) ALL RJ = MEGA -LUGS (TYP.) RE ORE GR SS SU FACE TO AP ROXIMATELY MA CH EX. CO DI11ON. MIN. OF (2) DI, CL 5 (FULL LENG BE RES (RJ) J ROW SIGNATURE APPROVED FOR CONSTRUCTION KING COUNTY WATER DISTRICT NO. 125 APPROVAL SUBJECT TO: WASHINGTON STATE DEPARTMENT OF HEALTH FIRE MARSHAL CITY OF TUKWILA GRADING AND /OR RIGHT -OF -WAY PERMIT \ \ � �\ . f% N 30.O' \ \ \ \ \ \ \ \ \ VACA \ TED -- , \ \ \ \ \ \ROW \ y \ \ \ \ \ \ �\ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ DATE 72 LF 8" DI, CL 52 RJ PIP 1E W A 141*Pt �-- SS 24, L X711 LLA,AYS 2 --8" 45s - BENDS, \ \ \ \ \ \ \\ sp ` \ \ \ \ \\ \ \ \\ .\ N 'm \ \ \ \ \ \ \ ?\ \ \ _ \ \ \ \ r \ ----- - - \ \ N \ \ \\ \ ` \ \ N \ \ �� \ \ .---. - \ N \ �� \ \ \ -_ \ \ \ \ \ \ - -- N \ \ \ \ \ \ N \ 'o \ \ - \ N \ 1 2 I N - " " - N. ` � 8 �� � ` - - - - - ` ` `.....,■.. J - 0 . N N N N N VA11ON BY\0 ERS FOR ( \ T O RU •ME ON P RiO ?TDE M I�F� ' OFF MAIN- FOk -ALL MON S. DEACUATE N I N O P T A I N N AAA_ `• 30.0' N -- - -ROW I- L 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 UT1LI11ES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION, THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 feet 40 W.D. NO.125 STANDARD NOTES: 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1 -800- 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND WD #125 SPECIFICATIONS. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. 7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH -ON JOINT OR MECHANICAL JOINT, CEMENT LINED (ANSI A21.4), EXTERIOR COATED WITH COAL TAR VARNISH. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD A21.10, A21.11, B16.2, B16.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT LINED. 8. ALL GATE VALVES TO BE MUELLER. ALL HYDRANTS TO BE MUELLER. 9. CUT -INS AND LIVE TAPS TO BE MADE BY CONTRACTOR. WD #125 SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL, OR ROMAC SST 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 SUBMI I I E.D TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D -1557. ALL OTHER AREAS TO BE 90% MAXIMUM DENSITY MODIFIED PROCTOR. 23. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS. 25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO 125. Call before you 1 -800 -424 -5555 UNDERGROUND SERVICE (USA) H.J -• W= o b.I '< • Lam. U) n - Il 0 CB #15, TYPE I RIM 190.10 189.15 I.E. 186.4S 185.95 (12 " -E,S) CB ; 2 TYPE I RIM 147-86 197.88 I.E. 192.96 192.98 53 LF 12" LCPE S = -- 2�8 .1072 \� X52 7 LF 12" LOPE 5=0.2428 CB #3, TYPE II, 54 "0 - ABLE MATERIAL SEPARATOR. SEE DETAIL. SOLID LID RIM 1 9 19 9.0 2 Imo .90 185.62 (NW) I.E. "E5.90 185.82 (NE) I ' P5.90 185.67 (SE) TW 200.4± BW 197.0± CB #16, TYPE I RIM 202.09 203.36 I.E. 197.25 198.66 (N,S) ?0 30 LF 12" LCPE S =C. 0.0467 SOLID LID RIM 205.10 :u5.'I o I.E. 200.1 200.OF (N,S) 2422II12 Sr0! 0. CB #18 TYPE I FfI_I7_; I ID �'. 2•9•71-9 204.71 I.E. 29r 200.31 - (12 " -N,W) I.E.' 6" 200.76 I.E. SET CULVERT INLET I.E. TO-=- 200.54 COLLECT DISCHARGE FROM EX. I.E. CULVERT. FIELD LOCATE EX. 203.05 CULVERT. S =0.01 MIN. 0.3914 CONNECT" WALL DRAIN TO 6" PVC CB #6, TYPE I RIM 199-.20 199.42 I.E. 105.20 195.17 (12 "-- NE,6 ") I.E. 105.20 195.32 (12 " -SW) 4525 CB #7, TYPE I INSTAL L TRASH RACk ' - CULVERT INLE1 RIM 20'1.50 205.31 I.E. 200.70 201.31 (12 " -N,S) I.E. 2O 201.96 (6 ") 29 LF 6" PVC S =0.055 10LF PVC 1 E S -0.330 _ P ER CITY COMMENTS r'EMSIONS VISED PER CITY COMMENTS 'USED PER OWNER COMMENTS CB #8, TYPE I SOLID LID RIM 211.00 212.44 I.E. 207.91 208.34 (N, E) -5 52 LF 6" CURTAIN DRAIN S =0. 0.2604 SEE DETAIL 15 LF CURTAIN DRAIN S0.127± SEE DETAIL /1526 ' ?FACIE . R11NOF nW ARROW (TYP.) 1 } 20 LF 6" PVC.. 'S =aoi ` tv �, I.E. �� -{ C 217.4± 21 LF 6" CURTAIN DRAIN 5 =0.100 SEE DETAIL I. 21 9. :.r:` EXIST. AC , :', I BERM /LIP�� ' i } ' I 10/02/0 "PP 9 / - YR nA 46TH AVE S DRD } I Co #13 TYPE I RIti4 225.00 225.54 I.E. 22 -: - 220.74 (Nw,E) CO ONNECT 6 WALL DRAINS I.E. 188.51 C9� � 104 LF CB #1, TYPE ) 12 "LCPE RIM 182.00 181.52 5 =0.068 I.E. 170.40 178.87 (NW) 18 25 LF 12 "LCPE I S- 0.'187 0.2944 1 LF 12" LCPE 5 =0.483 cv PDC PDC PDC PDC PDC APP'D 16 LF 6 "LCPE S =0.035 11 LF t , VC AQ 2 79 e J. 2 28 LF /6" PVC S=19749-2- ," 0.0089 Co .E. 201.66 202.21 / LINE E U' J M1 18 LE 6" PVC S =C `22Q1 C9 Iq4 T'T - F_ R M 22..0.E 222 .98 (l�IATCH EXIST.) '. ? 220.'3 -23 LF 12 "D.I., CL 52 a= 9 e -0.51- .0083 rrave PIPE BLOCK D I.E. 208.61 ^' 1 0() . 1 , 1' - ;.:- ..:r ...- - ammo•...• r... -.,. -. -- I* -rt- I.E. 221.29 PROVIDE PLUG AT END D OF CURTAIN RA' "! _ - t34 133 LF 12" LCPE_._... - -- 5= 0.01 0.0054 128 LF 12" CONTINUOUSLY FUSED HDPE S =0.35± I.E. CO - -SD_CO Sr.E. DETAIL (TYP.) / '.� LINE A 750 Sixth FAH: (47', - 78± LINE 2raa_2, CO 208.95 I-F '%C - 0.010 5';'vC `S 0.053 CONNECT CONNECT VAL), i 1MAL ;10RAINS FOOTING DRAN I.E. 181.5± @ ) MIN. 5 =0.010 -- 41 LF 12 "LCP 5 =A 0.0229 I.E. i �,� 19 \ 94 F 6" PVC CB U9 TYPE I - -3-2'8 213.61 I I.E. 2 208.46 (12.. / I E. 2L <.L 1' • (6"-NE) / I.E. 208.0 1 (7 " -SE) / 6 .. PVC S -fez: 0.005'. \-128± LF 6'. CUK IAIIN DRAIN SEE OETAIL r P CURTAIN DRAIN /STORM DP A IN COMMON TRENCH r E r- • r4.nnd V!A -1 00 '1.2', CONNECT TO EXISTING CB I.E. 133.40 WATER QUALITY /DETENTION VAULT �L TOP VAULT LID 191.7± BOTTOM VAULT (INSIDE) 1•-8 -1- - 1 181.15 j•" BOTTOM VAULT 180.5± VAULT INSIDE L'IM. 56'x15')<9.5' 5' DET. STORAGE (185.2' - 190.2') 3' HT. WQ VOL. (182.2'-185.2') _ 1' SEDIMENT STORAGE L' 5' FREEBOARD SEE DETAIL CB #4, TYPE II, 54" RIM 1 Er 193.90 I.E. 187.06 186.95 (12"-NW) I.E. 1-9- -0 187.10 (12 " -SE) I.E. '107.56 187.50 (6 ") 2 Kirkland Seattle Fed'rar W'v 21 LF- 12 "LCPE S-070-3-9- 0.0510 nww.pacer•Pgr ; C r.' • .. . Portland / Enginevin, • r . ' ' Penhallegon Associates Consulting Engineers, Inc. N N N N '-u •.i TYPE , A RIM 191.30 193.39 I.E. 1- 8-?-46- 188.04 (12,- N"W) ' F.- .107.46 18$09 I 1 (o" - 7 '! \._ / ` INSTALLATION OF THE SD LINE REQUIRES EASEMENT FROM PROPERTY OWNER. C10 4,430 CF 2,688 CF N N _ \ / 17 / .1 i -- ,''` 5 i edQ EXISTING 12" O STORM DRAIN CB #12 TYPE ' RIM -4'..72 3.00 2 ) 3.:. I.E. 21'9.38 220 02 (12 - I.F. 7�*p -' 219.77 (12 "_E), I.C. 5-� Tl 219.5) (3") r 2" LOPE I.E. 217.25 218.70 9 BURIAL OF THE PIPE MUS HAND OR WITH MINIMAL - CAUSE THE LEAST DIS THE EXTENT POSSIBLE, BETWEEN AND AROUN TREES. SECURE WITH INTERVALS. ALL DIS STABILIZED FOR E R.S. PEDERSEN BE ACCOMPLISHED EITHER BY IZED EQUIPMENT THAT WILL BANCE TO THE SLOPE AREA. T THE PIPE SHOULD BE THREADED TREES INSTEAD OF REMOVING ANCHORS AT MINIMUM 20 FOOT URBED AREAS MUST BE IMMEDI OSION PROTECTION. P.O. • - _,18, M "- FRYSVILLE, WA 9 8 C CONTRACTOR SHALL MAK'. ''FIST EFFORT r " RETAIN AND NOT REMOVF H'EES DUAIN( INSTALLATION OF LEVEL CI'I'LADER, TREES REMOVED SHALL BE REPL - CED ON A 1 TT BASIS. 50± LF LEVEL SPREr'' :_p SEE DETA"_. E LY ..: RENCE FILE: 7 DATE JUL` / 6 / •; r 3 . yf � i ,..P2 , • • • P. CEIV,ED CITY OF E.Ur WILA NOV 01 2007 E'EHMI T CENTER • (r1:. \1'I11( 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 INCLUCE C/1L1_INC UTILITY LOCATE ( 1- 800- 42 -5555 POTHOLING ALL 72 THE EXISTING UTILITIES AT LOCATIONS OF NE'•"/ 'JTIL CROSSINGS PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE ENGINEER TO PE701_VE ALL PROBLEMS PRIOR TO PROCEEDING CONSTRUCTION. FOSTER RIDGE SHORT PLAT STORM DRAINAGE PLAN AS- BUILT I LANDQOOVER (BASED ON 0,80-ACRE SITE AEEA TO BE DISTURBED. THE REM 2.O ACRES or THE TOT- ! ;'± SITE ARE PEP7IOU5 AND REMAIN U'5C'I S T I.. EXISTING PEPV'CUS SURFACE A E:i : EXISTING IMPERVIOUS SURFACE ARE . PROPOSED PEP'..,US SURFACE APL.A. PROPOSED I! RE== . ",GUS SUPrACI. - •. - ±,4,412 SF �6 SF ',344 SF SF C i ; before y' ., . rr �• 1- 800 -424 -55 '5_ 5 .7rprcpOUND SER'JIC- • ' 7,, X 8673.01 DESIGNED HPP LT DRAWN HPP +;E I,rf r T 4524 I E= 188.40± IE= 190.95± 4- * . - .:. ' C,'. EX 8" SS 4525 IE= 191.41 IE =203.2 CONSTRUCT CROSSING IN ACCORDANCE WITH D.O.E- CRITERIA FOR SEWAGE WORKS CONSTRUCTION IE= 209.04 4526 REVISED PER DISTRICT COMMENTS END IE= 203.82 CHECKED PDC 1 REVISED PER OWNER REVIEW COMMENTS SYM REVISION z 0 rOrl 30.P, R 0` 03. U, ri 9 -12 -05 7/03 DATE LMR 30.0' VACATED ROW FPH BY PDC PDC APP'D i i i i NM= 11111= EX. SSMH RIM 228.1± (ADJUST TO MATCH FG) � r8 0 r 0 'err, . ,- % f f I f C I I 0 4 27.37' I "et I I 9 8 I N 82- „ IE= 189.30 6" CLEANOUT AT END IE= 189.44 14 LF -6" PVC S=0.01 Engineering Planning I I I N N 10' 85 .8�� w 6" CLEANOUT AT END IE= 189.89 t1 dn d eog P--(N o T OTD'EN Surveying Penhallegon Associates Consulting Engineers, Inc. 750 S■xth Street South Kirkland, WA 98033 PP: (425) 827 -7014 1-800-945-8408 W W W.poceengrs.corn FAX (475) 827 -5043 Kirkland Seattle Federal Way . Portland 10 e ms' C RF R 2 44.54' 30,939 S.F. � wetland ed - 14816 MILITARY ROAD SOUTH SEATTLE WE, 98169 VAL VUE SEWER DISTRICT FIELD BOOK: SURV. CPU FILE: DATUM: REFERENCE INFORMATION 7 ` • ' % V L 1j l DATE JUI Y 2003 SCALE 1 -20' FOSTER RIDGE SHORT PLAT SEWER PLAN GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 feel ca r Eo RECEIVED CITY OF TLs' °;AIJL , NOV 01 2007 REHMI T CENTER DWG NO. P8%7?�: SHEET C 1 n: a r Call before you D ;a 1-800-424-5555 UNDERGROUND SE °V_E ' " <c,iv JOB NUMBE 03053.00 1 SIM Stepped Foundation Down 2' Per Detail 2/S3 Stepped Foundation Down 2' Per Detail 2/S3 STHD14 t CS14 (TOP PLATE TO HDR) 6' -0 " 10' -0" PIF1 Double Joist to + > Supp rt Den Head r Above LJ 4" S.O.G. HTT16 rb - _ �- BRG Wa I 151 -. ... 4 BRG Wall [ .5 BCI 40 1.7 A 1570.C. STHD14 -- 11' -4" 12' -0" 8' -0" 9.5 BCI 40 1.7 @16" O.C. 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 MST126 (HDR N a. TO SILL PLATE) 9.5 BCI 40 1.7 @16" O.C. Fdn & Main Fl Framing Plan STRUCTURAL GENERAL NOTES DESIGN LOADS: SNOW 25 PSF FLOOR LIVE LOAD 40 PSF (30 PSF BEDROOM)E n DECK LIVE LOAD 40 PSF BALCONY LIVE LOAD 60 PSF WIND 85 MPH, EXPOSURE B SEISMIC DESIGN CATAGORY D2 N- .3 4" S.O.G. 20' -8" 3 " 2" 1 1/2" 3/4" 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. C3 CONSTRUCTION: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH INTERNATIONAL RESIDENTIAL CODE 2003 AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. CONCRETE: CONCRETE TO ATTAIN A 28 -DAY COMPRESSIVE STRENGTH OF (1) 3,000 PSI FOR THE ELEMENT EXPOSED TO THE WEATHER, AND THE GARAGE FLOOR SLAB, AND (2) 2,500 PSI FOR THE ELEMENT NOT EXPOSED TO THE WEATHER, USING TYPE 1 CEMENT, AT LEAST 5 SACKS /CUBIC YARD. MAXIMUM SLUMP IS 4 ". MAXIMUM AGGREGATE SIZE IS 1 W. CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL BE 5-7 %. MIXING SHALL BE PER SECTION 1905 OF IBC. 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: 2.75' Typ 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 2.75' of the building footing. Typ (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 nower panel.) (B )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. r L6 STHD14 CS16 (Rafter to Wall) STHD14 P1 -6 30' - -- -1 P1 -6 - - - - 10' 16 \ pening 10 1 :4i<10 > - P1 -6 4.5' / L d . 4x10 [_ (2) 2x4 4x10 Continuous CS14 Over Hdr & BM CSI4 f , (T & B otto m ) ;Er J<z' 4x10 9.5 BCI 40 1.7 @ 16" O.C. 3 112"x9112" PSL Between Joists JOISTS: TJI JOISTS TO BE OF SIZE AND TYPE SHOWN ON DRAWINGS AS MANUFACTURED BY TRUS -JOIST CORPORATION AND TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. 4x10 x6 Sticl Fr @ 24'7/ 6x8 (Extends to Wall . a P2-3 7 P2 -3 9.5 BCI 40 1.7 @16 " 0, - UH2 5 1/4" x 9 1/2" LVL 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. (2) 2x4 4x10 orners) PRE - FABRICATED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF D.F. OR H.F. AND BEAR SEAL OF MANUFACTURE. 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. P2 -3 ANCHOR BOLTS: ALL BOLTS TO CONFORM TO ASTM A -307 OR AS SHOWN ON THE DRAWINGS. ALL ANCHOR BOLTS SHALL BE 5/8" DIAMETER J BOLTS W /3 "x3 "x1/4" PLATE WASHERS, 7" MINIMUM EMBEDDED IN CONCRETE, AND PLACED AT NO MORE THAN 6' OC, UNLESS NOTED OTHERWISE (UNO). ONE BOLT SHALL BE PLACED WITHIN 12" OF EACH END OF THE SILL PLATE W/ MINIMUM 2 BOLTS PER SILL PLATE PIECE. ROOF, FLOOR, AND WALL SHEATHINGS: (1) ALL SHEATHINGS SHALL BE A.P.A. RATED CDX PLYWOOD OR Q.S.B. (2) ROOF SHEATHING TO BE 1 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 INCH, SPAN RATING 24/0., UNO. (3) FASTEN AT ALL SUPPORTED EDGES WITH 10d NAILS AT 6 INCH OC AND AT INTERIOR SUPPORTS WITH 10d 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. 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 #2 FOR COLUMNS, UNO. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 17 GLUED - LAMINATED BEAMS: ALL GLU -LAM BEAMS TO BE OF DOUGLAS FIR COAST REGION KILN DRIED, NDS COMBINATION 24F -V4 1.8 E (Fb =2,400 PSI, Fv =240 PSI) FOR SIMPLE SPAN AND 24F -V8 1.8E (Fb =2,400 PSI, Fv =240 PSI) FOR CONTINUOUS AND CNATILEVERED BEAMS, UNO. USE WATERPROOF GLUE THROUGHOUT. LAMIMATED MEMBER TO CONFORM TO AITC STANDARDS 117, BE AITC CERTIFIED, AND BEAR AN AITC IDENTIFICATION MARK. CAMBER ALL GLU LAMINATED BEAMS TO 2,000' RADIUS UNLESS SHOWN OTHERWISE. NAILING: ALL NAILS SPECIFIED TO BE COMMON WIRE NAILS. FRAMING NAILING TO BE IN COMPIANCE WITH TABLE R602.3(1) I.R.C. UNO. WHERE A 3" SINGLE NOMINAL SILL PLATE IS USED, 2 -20d BOX END NAILS SHALL BE SUBSTITUTED FOR 2 -16ds COMMON END NAILS FOUND IN LINE 8 OF THAT TABLE. ed STHD14 CS14 Horiz @ Window Sill CS14 Vert @ Window Top P1 -6 /„../. 3.5' 3.5' CS14 Over BM & SW CGB3 6 3/4" x 19 1/2" 24 F -V4 1.8E GL _ 1--- - - - -- UH3 4x10 9.5 BCI 40 1.7 @ 16" O.C. Typ STHD14 P1 -6 17' UB4 6 3/4" x 16 1/2" 10 24F V -4 1.8E GLi8 Flush CMSTCI6 Framing Over 4x BIk &GL BM 9.5 BCI 40 1.7 @ 16" O.C. Typ 9.5 BCI 40 1.7 @16 "O.C.Typ • 9 B 14 Upper Fl Framing & Main Fl Shear Wall Plan P1 -6 4.5' 4x10 10 4x6 w/ CC Cap ITT 9.5 Hanger Typ I 2) ( 3 ) 11 II II II II w, p,' ` HARDWARE: ALL HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE, UNO. May 23, 2007 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 SITE 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 P �EI�ED AT THE PROJECT SITE. Ca F ' Tzar, iLA JUN 0 8 7007 H w a N LJ- Q F- I'." W = J 2 O� ( LO Z z 0I- W 0 ❑ I < E 2 D W W F- U) 0 u. SHEET I S1 CS14 Typ `1 4x10 4x10 • P1-6 12.5' Ridge 1 12 CS14 / Typ P1-6 23.5' (1) Ti I CT) Engineere /// @ 24" 0.C. / - i i / i a) Ii Trusses Typ UNO Roof Framing & Upr Fl Shear Wall Plan 4x10 Engineered Trusses @ 24" O.C. Typ UN 4x10 () ) 0 x P1-6 — 7 P1-6 CS14 CS14 8 3.8' Typ Typ 11 f17- u 0 x N- N- - CS14 Typ N-: CS14 Typ A 13) MARK SHEATHING P1-6 P1-4 P1-3 P1-2 P2-3 P2-2 G2-7 G2-4 II III NOTES: 3/8" MIN 3/8" MIN 3/8" MIN 3/8" MIN 3/8" MIN, EACH FACE 3/8" MIN, EACH FACE 1/2" GWB, EACH FACE UNBLOCKED 1/2" GWB, EACH FACE UNBLOCKED 15/32" MIN 19/32" MIN 15/32" MIN NAILING (NOTE S 3&5) 8d @ 6" O.C. 8d @ 4" 0.C. 8d @ 3" 0.C. 8d @ 2" 0.C. 8d @ 3" 0.C. 8d @ 2" O.C. 5d COOLER @ 7" O.C. (NOTE 6) 5d COOLER @ 4" O.C. (NOTE 6) SHEAR WALL SCHEDULE (NOTES 1, 2, & 10) BLKG OR JOIST TO TOP PLATE (NOTES 4, 5, & 11) BOTTOM PLATE TO BLKG OR JOIST (NOTES 5 & 12) HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) 8d @ 6" (NOTE 3) 10d @ 6" O.C. (NOTES 3 & 8) 8d @ 4" (NOTE 3) ANCHOR BOLTS (TO CONCRETE FTG, SEE GENERAL NOTES) 5/8" ANCHOR BOLTS @ 4' 0.C. 5/8" ANCHOR BOLTS @ 3' O.C. 5/8" ANCHOR BOLTS @ 3'-4" 0.C. 5/8" ANCHOR BOLTS @ 2'-6" O.C. 5/8" ANCHOR BOLTS @ 1'-8" O.C. 5/8" ANCHOR BOLTS @ 1 O.C. 5/8" ANCHOR BOLTS • 6' O.C. 5/8" ANCHOR BOLTS @ 6' O.C. UNBLOCKED UNBLOCKED BLOCKED 1 . ALL PANELS SHALL BE APA RATED PLYWOOD OR OSB, UNLESS OTHERWISE NOTED (UNO) 2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE-PINE-FIR, OR BETTER, @ 16" OC, UNO. ALL PANEL EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, UNO. 3. APPLY TO ALL PANEL EDGES, SPACE SAME SIZE NAILS @ 12" OC ALONG INTERMEDIATE FRAMING MEMBERS. 4. PER SIMPSON STRONG-TIE CONNECTIONS. 5. COMMON NAILS, UNO. 6. APPLY TO ALL STUDS, TOP, AND BOTTOM PLATES, AND BLOCKING. 7. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE & FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 8. STAGGER NAILS ALONG ADJOINING PANEL EDGES. 9. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 10. UNLESS NOTED IN DRAWINGS. 11. OVER THE LENGTH OF SHEAR WALL ONLY (10d TOE NAILS @ 9" OC ELSEWHERE) 12. OVER THE LENGTH OF SHEAR WALL ONLY (16d FACE NAILS @ 12" OC ELSEWHERE) (NOTE 7) (NOTES 7 & 8) (NOTES 7 & 9) (NOTES 7 & 9) r; L 1 - ; , . C t -- CL-or 1 .1 / 2' it • n C • ‘, ,.....,.......:.., _ ,,, " kk -----", li RECEIVED CrrY T PLA JUN 08 ?OP C. co Z Z lmji iuJ Z < LLI —I LU 0 0 —I Z " > O u, zcv,o N ' 0 dft • N Z W I) 0 I r ft, ct) 2 0 (f) Z Z L o 0 < w 1— (9 < co E Ui o Ui 2 < ct 0 May 22, 2007 I A gIa . r:71°t. - -/ z . SHEET S2 4" DRAIN 13 P2-3 S.W. PER PLAN HOLDOWN PER PLAN 2x (1 3/4x LSL FOR TJI_ FL) W/ 10d TOENAILS @ 8" O.C. PER S.W. EDGE NAILING WATERPROOF- - WHERE REQ SPLICE LENGTH - 48 BAR DIA. 18" MIN. WASHED CLEAN GRAVEL ROUGHEN & - CLEAN SHEAR WALL, PER PLAN 0 2 1 LTP4 @ 16" O.C. OVER WALL STH'G__ OVER HDR & BLK'G (8d COMM) _ • f Lir - f 1 WINDOW HDR PER PLA WINDOW OPNG - STRAP. @ WALL T CORN1E1R (OVER W 5-1 W/ 8d cam TYP. PER PLAN - "STRAP @ WINDOW SILL (OVER WALL STH'G 8d COMMON) TYP. PE PLAN CONDITION I SHEAR WALL PER PLAN 16d@9" A.B. PER SHEAR WALL SCHD CONC SLAB- ... -- #4@12"0.C. 7. _ ,.\ BLKG PER PLAN L STRAP OVER S.W. PER I L • LAN L NOTE: WALL STH'G NOT SHOWN HOLDOWN PER PLAN FOR CLARITY 8d@4" OC DRAG TRUSS 5,000 LBS CAPACITY (2)#4 • A35 @24" OC P1-6 S.W; @16" OC P1-4 S.W; ©12" OC P1-3 S.W - 1: 5 2,3 S.W. PER PLAN 8 TYP 8 16d@9" P1-6 S.W.; 16d@6" P1-4 S.W.; 16d@3" P1-3 S.W.; 16d@12" ELSEWHERE 2x4 LEDGER W/ 16d @ 4" O.C., TYP. 1/2" PLYWOOD -- - OVER SHEAR WALL Z■1 8d @ 4" 0 .0 . CONDITION II 5 r - - DRAG TRUSSES, 5,000 LBS TOTAL CAPACITY MIN. 11 TYP - SHEAR WALL, PER PLAN - 8d @ 4" O.C. Li [ FL JSTPER PLAN - UPTURN FL BM PER PLAN 8d@4" OC - 8d@4" OC 16d@9" P1-6 WALL; i 16d@6" P1-4 WALL; 16d@3" P1-3 WALL TYP 8d@4"OC P1-6 S.W.; 8d@3"0C P1-4 S.W.; 8d@2 1/2"0C P1-3 S.W. SHEAR WALL, PER PLAN 3 9 14 8d@4" 0C-- 2X BLK'G W/(3)10d TOENAIL PER BLK'G WALL PER PLAN 10d TOENAIL @8" O.C. 2 16d@9" P1-6 WALL; 16d@6" P1-4 WALL; 16d@3" P1-3 WALL; 16d@2" P1-2 WALL; 16d@12" ELSEWHERE --- BM OR HDR PER PLAN - STUD WALL (SHEAR WALL WHERE OCCURS) / -- HOLDOWN PER PLAN FL JST PER PLAN - RAFTER (Olt TRUSS) PE PLAN 10 15 STUD WALL (3)16d TO EA STUD HDR PER PLAN STRAP PER PLAN (BEND @ HDR) STRAP PER PLAN (HDR TO SILL PLATE) POST PER PLAN 1 MIN. 5/8"%%c THREADED ROD A.B. IN 3/4"%%c DRILLED HOLE W/ EPDXY - 8d@4" OC 2X LEDGER RAFTER PER PLAN W/ (3)16d TOENAILS TO LEDGER -- - WALL PER PLAN HOLDOWN PER PLAN /— FL JST PER / PLAN CONC WALL HOLDOWN -- PER PLAN PER UPPER-- S.W. EDGE NAILING 10d TOENAIL @8" OC 11 16 PANEL BREAK PER LOWER S.W. EDGE -I NAILING 8d@4" OC 2X BLK'G - W/(3)10d TOENAIL PER BLK WALL PER PLAN SHEAR WALL PER- - PLAN A35@48" OC FOR P1-6 S.W ABV.; -- A35@30" OC FOR P1-4 S.W ABV.; A35@20 OC FOR P1-3 S.W ABV. FL JST PER PLAN CO a a 1 2" (2)#4 BAR "a" - A #5@15"0.C. FOR 8" WALLS; #5@12"0.C. FOR 10&12" WALLS -- MAINTAIN FINISH GRADE AT THIS LEVEL FOR AT LEAST 8' BEYOND SHEAR KEY FACE CONC SLAB WHERE OCCURS - #4@18" OC 7 10" KB -- SHEAR WALL PER PLAN 16d@9" 2X RIM (1 3/4X LSL FOR TJI FL), UNO - - - SHEAR WALL PER PLAN - H3 @ EVERY OTHER TRUSS • 1 I BAR "b" T. B SOLID BLK'G TO MATCH HOLDOWN STUGS ABOVE FL JST PER PLAN FOR SIZE 16d@9" P1-6 WALL; 16d@6" P1-4 WALL; 16d@3" P1-3 WALL; 2x (1 3/4" LSL FOR TJI FL JST) SOLID BLK'G --- ROOF TRUSS PER PLAN WATERPROOF WHERE REQ'D - - 18" MIN. WASHED CLEAN GRAVEL #4@1 8"0C 4" PERE. DRAIN PIPE _ - ROUGHEN & CLEAN, TYP 6 12 17 HOLDOWN --- - PER PLAN PER UPPER S.W. EDGE NAILING 10d TOENAIL @8" OC PANEL BREAK PER LOWER S.W. EDGE NAILING EQUAL, 24" MAX 2x4 MIN OUTRIGGER @ 6' MAX OC GABLE END TRUSS SHEATHED AND NAILED TO MATCH SHEAR WALL PANEL BREAK SHEAR WALL PANEL EDGE NAILING SHEAR WALL PER PLAN P2-3 SHEAR - WALL PER PLAN HOLDOWN PER PLAN (2)2X RIM (1 3/4X - PSL FOR TJI FL), UNO LTP4 @24" _ OC CONC SLAB WHERE OCCURS RETAINING WALL SCHD. H 3' 5' 6' 7' 8' 9' 1 0' 1 1 ' 10" 12" (3)16d TOE, NAILS EA BLK T A 8" 4" 8" 1 8" 1 8" 8" 3 8" 4 10" 5 -------. 5 6'-0" /- 8d @ 4" OC B 1'-8" 1 1 1'-8" 1 1 2'-4" 2'-4" 2'-4" SHEAR WALL PER PLAN 16d@9" 2X RIM (1 3/4X LSL FOR TJI FL), UNO / --SOLID BLK'G TO MATCH / HOLDOWN STUDS ABOVE / (4)10d EA BLK'G 2x SOLID (TJI FOR TJI FL) BLK'G @ 48" OC — SHEAR WALL PER PLAN BALLON FRAMING IF DIAGONAL BRACING SHOWN ABOVE IS OMITTED r A35@24" OC / SOLID BLK'G TO / / // MATCH HOLDOWN STUDS ABOVE SILL PLATE cu e t 1 0" 1 2" 12" 12" 1 2" 12" 15" 15" 16" KB 12" 12" 12" 12" 12" 16" 16" KD 11 10" 15" 21" 26" 26" 33" 18" 37" 12' 12" 6 2' 16" 18" 43" FL JST PER PLAN FOR SIZE 45 DEG MAX OC OC DIAGONAL BRACING @ 48" MAX OC (2X6 FOR L>8', 2X4 FOR L=< 8') W/ (6) 16d TO BLK'G & A23 CLIP TO WALL TOP PLATE 16d@3" (2 ROWS) 5/8"%%c A.B. @30" 0.C. ... „t...4 ''.' r .., , k, s o ,...)1 ...., I -7 ...,'. ;,_).........--• .... t F 1 .;' , : 1 .../ , ,,. ...;.■•• • " ' '' ''. r ‘ 1 , I :-U,..1■••• i .L.,..: : .... ... BAR"a" #4@18" #4@18" #4@18" OC #4@14" OC #4@9" OC #4@8" OC #5@11" OC #5@9" OC • #8@16" OC #8@12" OC ACTIVE EQUI. FLUID PRESSURE: 40 PCF (ASSUMED) PASSIVE EQUI. FLUID PRESSURE: 250 PCF (ASSUMED) FRICTION COEFF.: 0.3 (ASSUMED) ALLOW. SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) H 2X6 BLK'G W/ A23 CLIP EA END (6) 10d TO BLK'G FL JST PER PLAN BAR"b" #4@12" OC #5@15" OC #5@12" OC #5@12" OC JUN 08 ?ON May 23, 2007 g z (9 < II Lli I —I W CO --I Z CC4 > 0 Z Z 0 W Nft 0 0 N- Z F- w 0 W <0 O- H U) S3 5-0" 199' 1:96' EF 200' Lot 1 Residence I U rzarage Lot Section 'A' Lot Section TT Lot Section 6 CE 2ln ' Crawl Space Elevation L 216 Existing Spot Elevation 6 I 12 Final Grade Spot Elevation 223' Drivewa Final Grade Private Driv OC L ; 1 - 7,/ : . • mw-O B 183' i 2: end Cut/Fill Schedule 222' 2.22' Lot 5 En Residence FF = 224' ,`? •a, 1U Uarage Slab LO5 15.5' Private Drive 413-0" Lot 4 Residence 9 En 312-0' 10'-0" 6 0r3 FF 2n4. 202• 1U Garage 11:1 Lot 3 Residence 30 € e 198'n_ 92' 192 198 Lot 1 Residence 30'-0" 9 FF = 21 JO Garage Slab CORRECTION LTR# 0' 19T Priv t Drive 517' Lct 5 Residenc, L0+, - ^5 4 ' a) 224' :— FF I'1 11.) L.arage lab 5-0" 199' 1:96' EF 200' Lot 1 Residence I U rzarage Lot Section 'A' Lot Section TT Lot Section 6 CE 2ln ' Crawl Space Elevation L 216 Existing Spot Elevation 6 I 12 Final Grade Spot Elevation 223' Drivewa Final Grade Private Driv OC L ; 1 - 7,/ : . • mw-O B 183' i 2: end Cut/Fill Schedule 222' 2.22' Lot 5 En Residence FF = 224' ,`? •a, 1U Uarage Slab LO5 15.5' Private Drive 413-0" Lot 4 Residence 9 En 312-0' 10'-0" 6 0r3 FF 2n4. 202• 1U Garage 11:1 Lot 3 Residence 30 € e 198'n_ 92' 192 198 Lot 1 Residence 30'-0" 9 FF = 21 JO Garage Slab CORRECTION LTR# 0' 19T Priv t Drive 517'