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Permit D07-031 - PITZER HOMES - LOT 3
PITZER HOMES LOT 3 14727 56 AV S D07 -031 Parcel No.: 1157200178 Address: 14727 56 AV S TUICW Suite No: Tenant: Name: PITZER HOMES, LOT 3 Address: 14727 56 AV S , TUKWILA WA Cityf Tukwila Owner: Name: JOHAL KARNAIL +SINGH GURPA Address: 17818 NE 116 ST , REDMOND WA 98052 Phone: Contractor: Name: PITZER HOMES INC Address: 46533 84 AV SE , ENUMCLAW WA 98022 Phone: 253- 632 -9159 Contractor License No: PITZEHI978Q4 doc: IBC -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Contact Person: Name: JONATHAN M. HARKOVICH Address: 1201 MONSTER RD SW, STE 320 , RENTON WA 98057 Phone: 253 3154170 Permit Number: D07 -031 Issue Date: 06/05/2007 Permit Expires On: 12/02/2007 Expiration Date: 11/24/2007 DESCRIPTION OF WORK: CONSTRUCTION OF NEW 2010 SF SFR WITH 414 SF ATTACHED GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, WATER METER W /SERVICE LINE, SANITARY SIDE SEWER, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. Value of Construction: $198,351.30 Fees Collected: $11,576.88 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 * *continued on next page ** D07 -031 Printed: 06-05 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut SO c.y. Fill 50 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non- Profit: N Water Main Extension: N Private: Public: Water Meter: Y Permit Center Authorized Signatur I hereby certify that I have read an governing this work will be complie Signature, Print Name: City o,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 at,-e ( 0 To this permit and know the same to be true and correct. All provisions of law and ordinances e ther 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 i e performance of work. I am authorized to sign and obtain this development permit. Date: 6 /S /� 7 r Permit Number: D07 -031 Issue Date: 06/05/2007 Permit Expires On: 12/02/2007 Date: 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-10/06 007 -031 Printed: 06-05 -2007 Parcel No.: 1157200178 Address: Suite No: Tenant: 1472756 AVSTUKW PITZER HOMES, LOT 3 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -031 ISSUED 02/02/2007 06/05/2007 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 Tukwila doc: Cond -10/06 D07 -031 Printed: 06-05 -2007 Permit Center. City of Tukwila 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 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 wider 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. 19: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 20: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 21: Any material spilled onto any street shall be cleaned up immediately. 22: 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. 23: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 50 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 24: From October 1 through April30, cover any slopes and stockpiles that are 3H: IV 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. 25: 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'. 26: Rockeries shall be constructed per City of Tukwila standard detail RS-5. In the event that a rockery can not be installed per standard detail, the applicant is required to notify the Building Department immediately and submit alternative engineered plans for a retaining wall, including structural calculations. 27: ** *FIRE DEPARTMENT CONDITIONS * ** 28: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 29: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 30: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 31: 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) 32: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 doc: Cond -10/06 D07 -031 Printed: 06-05 -2007 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 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 33: The minimum fire flow and flow duration requirements for one- and two-family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinlder system. (IFC Appendix B105.1) 34: 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) 35: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 36: Maximum grade for all projects is 15 %. 37: Adequate ground ladder access to rescue windows shall be provided. 38: These plans were reviewed by Inspector 514. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** D07 - 031 Printed: 06-05 -2007 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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 construction or the performance of work. Date: ordinances governing or local laws regulating D07 -031 Printed: 06-05 -2007 L I I Y UI I UK WI LA Community Developmenpartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 10 fg 3 King Co Assessor's Tax No.: 7/57z040/ Site Address: /'/7Z7 56 zel y Ove- Srf, Tktt eiv /4/ i Suite Number: Floor: Tenant Name: • Property Owners Name: P/rit.X. Mailing Address: .r65 33 z9-0 5.e. ..- ____.._._.._.....__. Name: T v,f3rjfjy/(/ / " , t 4 # Day Telephone: 25 3 - 3/5 - ?/b Mailing Address: /Z0/ /foA/St!,e 41 5R/ $j€ #y'ej X0AriziN 441 � ,,/ 1,// /� City State Zip E -Mail Address :_ 4fr/4 � 4 - /tlt/i�h Fax Fax Number: 4Z'5 - Z Z6 - 9ZZ7 GENERAL CONTRACTOR INFORMATION. (Mechanical Contractor information on - back page) Company Name: / /76/044; /4 : Mailing Address: /6 S 33 Z19! S �. City State Zip Contact Person: f h /14Q Day Telephone: ZS - a52- 9/57 E -Mail Address: f! / / .. ZePI $Z� QD /G 'M/ Fax Number: ,3 )- t�/» - V9OY Contractor Registration Number: /'% /Zed 773, 6 Expiration Date: /Z- 26 -0 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ans must be wet stamped b Architect of Recor Company Name: 4' ila1//17 //Wp Mailing Address: 06/3 / £ f . S Contact Person: E -Mail Address: 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 ** JL ENGINEER OF RECORD i plans must be wet stamped by Engineer of Record Company Name: / // 4 '4i ,Ew//1/fi etv- //Ye- E -Mail Address: 1pennits pluslicc changes\pennit application (7 -2004) Page 1 EiaWer..Au/ City New Tenant: ❑..... Yes ❑ ..No teig 7.0:z State Zip EAgutiezhia 4', ftDZZ City State Day Telephone: 25 - $7Z -Zs O Fax Number: Zip Mailing Address: 7 . "2/ -/68 jh/ : Aft ,- - ffiVi/Q City State . Zip Contact Person: ,ZE ,h /ACV) 4 Day Telephone: qZS- 717- /s Fax Number: d,9 , . z_ BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ /$o 000 Existing Building Valuation: $ Scope of Work (please provide detailed information): 1 /1/80./ S/4/6LF .~/41 a/ /al /NG /.DeAU 6A4,4706' ,ie,t/v,9?7:1v 140 , 0F:4- Will there be new rack storage? ❑ ..Yes 'No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below %permits phaticc changes%permit application (7 -2004) Page 2 PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): /5 Floor area of principal dwelling: 20/0 Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Z Compact: Handicap: ,� G Will there be a change in use? ( '....Yes ❑ ..No If "yes ", explain: LII // $/f - LO /10(.4/ FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers D..Automatic Fire Alarm .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 indicating quantities and Material Sa ety Data Sheets. Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor �/" �/ fZ y I/6 R---3 2' Floor 6 Vii. ' 3"' Floor Floors / thru Z Za/D Basement Accessory Structure* Attached Garage L1 /G/ / Detached Garage Attached Carport Detached Carport Covered Deck t Uncovered Deck BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ /$o 000 Existing Building Valuation: $ Scope of Work (please provide detailed information): 1 /1/80./ S/4/6LF .~/41 a/ /al /NG /.DeAU 6A4,4706' ,ie,t/v,9?7:1v 140 , 0F:4- Will there be new rack storage? ❑ ..Yes 'No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below %permits phaticc changes%permit application (7 -2004) Page 2 PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): /5 Floor area of principal dwelling: 20/0 Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Z Compact: Handicap: ,� G Will there be a change in use? ( '....Yes ❑ ..No If "yes ", explain: LII // $/f - LO /10(.4/ FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers D..Automatic Fire Alarm .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 indicating quantities and Material Sa ety Data Sheets. PUBLIC WORKS PERMIT INFr — 206 -433 -0179 Scope of Work (please provide detailed information): A /VJ J .9 it i/ ' 5,4 . 2 eS c /Ti' Please refer to Public Works Bulletin #1 for fees and estimate sheet. W r District Tukwila ❑...Water District #125 ...Water Availability Provided Sever District V...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ :..Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Suptiifted with Application (mark boxes which apply): ...Civil Plans (Maximum Paper Size — 22" x 34") ❑...Technical Information Report (Storm Drainage) `�.. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours Right -of -way Use - No Disturbance ...Construction/Excavation/Fill - Right -of -way Non Right -of -way Total Cut Q cubic yards ,..,/...Total Fill cubic yard: V/ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water %permits plustitt C angea&permit application (7 -2034) ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line SS Call before you Dig: 1- 800 -424 -5555 1) ' Permanent Water Meter Size... 3/1/ " wo# 5204- c... o'j ❑ ...Temporary Water Meter Size .. " WO# ❑ ...Water Only Meter Size " WO# Sewer Main Extension Public. Private ,J ..Water Main Extension Public Private Page 3 ❑ .. Highline ❑ ...Renton ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance 0, Work in Flood Zone Storm Drainage ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑.. .Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer 0... Sewage Treatment Monthly Service Billing to: Name: fl/1Z6 J6/1705 /NG Mailing Address: y6 S w 33 gel/ r•� s e. Day Telephone: z53- tv 32- 9/5 Eivur�lGL�iv echo ZZ City State Zip Water Meter Refund/Billing: Name: 5 "95 / 1 . 25 7 0t/ Day Telephone: Mailing Address: City State Zip Fixture T . e yp - Qty Fixture Types:: . Qty. Fixture Type , ; =Qty ,;Fixture Type;. Bathtub or combination bath/shower Z Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial / Receptor, indirect waste Clothes washer, domestic / Floor drain Sinks N Dental unit, cuspidor Shower, single head trap Urinals Z Dishwasher, domestic, with independent drain ( Lavatory . Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent / Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas • PLUMBING AND 'GAS PIPING PERMIT INFORMATION - 206-431-167 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: fir? -i.e AiW3 /{//(, geld 5 G -,1/L01rGer,La Mailing Address: 945 3 3 Contact Person: E -Mail Address: ' 2/ . 7 1 2/.4 -- ,6 � i Z a///- 407/4.-- 407 Registration Contractor Registration Number: // /ZGGZ-9, 3,e6 Valuation of Plumbing work (contractor's bid price): $ GOV City 1 Day Telephone: Fax Number: Expiration Date: State Zip 7 53 , 3z _9/57 f Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): / /1/ S /// h6 ,*7-1w /G7 of//77/ //i/aP,— v r, i Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications\Penns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 Y IT Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extens in writing and justifiable cause d monstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE ' • AND EXAMINED THIS APPLICATION AND KNOW THE S TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS 0 I STATE OF WASHINGTON, AND I AM AUTHORIZED O APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print Name: Day elephone: Mailing Address: ity State Zip Date Application. Accepted: Date Applicatio r pires: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Staff Initials: shall be requested Page 6 of 6 Unit Type: Qty Unit Type: 'Qty Unit Type: Qty Boiler /Compressor: 0 -3 HP /100,000 BTU Qty Fumace <100K BTU / Air Handling Unit >10,000 CFM Fire Damper Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct ' Thermostat ' 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct I Water Heater / 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator . Air Handling Unit <10,000 CFM Incinerator - Comm/1nd Other Mechanical Equipment , MECHANICAL PERMIT INFOF ATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: T87 Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ yZOrG Scope of Work (please provide detailed information): 5443V 4A /il/S zez ,' 4e1l/,4v ( 'l/,D D 7 aV/14. Use: Residential: New ....❑ Replacement ❑ Commercial: New .... ❑ Replacement ❑ Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES — Applicable to all permits in this applica Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 R OR :. UTHORIZED GE Signature: Print Na - . (70 A "14 Day Telephone: Mailing Address: /Ze/ M4' ,e 7 ca/ ST 3 ,e Gr/f 9057 State Zip Date Application Accepted: \permits plus\icc clanges' permit application (7 -2004) Page 4 Pi /bm City Date Application Expires: Osi _ _ ID 4 Date: 0007 Staff Initials: �^ / C oc: RECSETS -06 RECEIPT NO: R07 -01021 Initials: JEM User ID: 1165 Payee: PITZER HOMES, INC. SET ID: 0524 SET TRANSACTIONS: Set Member Amount ( Y1W �'¢' 9,854.50 MT7=0 g . 175.56 PG07 -035 344.50 TOTAL: 10,374.56 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http. //www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Description Payment Check 2416 ACCOUNT ITEM LIST: Description BUILDING - RES CASCADE WATER ALLIANCE GAS - RES MECHANICAL - RES PLAN CHECK - RES PLAN CHECK - WATER METER PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES WATER - ALLENTOWN /RYAN WATER CONNECTION WATER INSPECTION FEE SET RECEIPT TOTAL: Account Code Current Pmts 000/322.100 401/386.550 000/322.100 000/322.100 000/345.830 000/345.830 000/322,100 000/342.400 000/342.400 000/386.904 104.367.120 401/379.004 401/379.002 401/342.400 Payment Date: 06/05/2007 Total Payment: 10,374.56 SET NAME: PITZER HOMES, LOT 3 Amount 10,374.56 10,374.56 1,919.04 5,297.00 88.00 175.56 7.50 10.00 249.00 23.50 225.00 4.50 1,285.46 500.00 60.00 15.00 8973 06/05 9710 TOTAL 10374.56 ^ : 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 WATER INSTALLATION (DEP) WATER TURN -ON FEE 401/386.520 490.00 401/343.405 25.00 TOTAL: 10, 374.56 Doc: RECSETS -06 RECEIPT NO: R07 -00151 Initials: User ID: )EM 1165 Payee: PITZER HOMES, INC. SET ID: S000000676 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D07 -031 1,722.38 M07 -019 36.39 PG07 -035 69.00 TOTAL: 1,827.77 TRANSACTION LIST: Type Method Description Amount 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 ACCOUNT ITEM LIST: Description '\i City of Tukwila Payment Check 2352 1,827.77 TOTAL: 1,827.77 PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW SET RECEIPT Payment Date: 02/02/2007 Total Payment: 1,827.77 Account Code Current Pmts 000/345.830 1,352.77 000/322.100 250.00 000/345.830 225.00 TOTAL: 1,827.77 02/e2 2716 TOTAL Proje 5 •, 1,-riii )1-okef Type of Inspection: A0 L0 . Address: Date Called: Special InstrUctions: (0/8■141 Date Wanted: p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit DO'? — 0 3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 2 proved per applicable codes. El Corrections required prior to approval. Ap COMMENTS: cAu r e-<>1-0A-5 '2/1 l Inspectcr. — Date: - c4 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Tfie, s . J ( j' A ( r r e 27:t t (. 4T 4 AT l ; j1, si+.fz.Ti ; ssoi-S , LinAro c.J)T A r ee $ `7-2) l I C , (9 - e i , _ 7r""S)4 , : �, /- 4e."l i ,n PC I > lie /k s eeT 11 I } .J : ( L-,`/ -e Ar r A---- J' k__ A l e ( c 4. X 0A 1r 6A-J t, {.I 1 A 4 c.) Gf A — Q, I . pr-e Ja_S .A CQec ?: , 0E 14 r 1 Phone No: Proj ct: P;T2- J lit 1.4 0 Type of Inspection: Kr ) &v .' A7 Address: 14 '7 2 ` 1 S Ate Sa,' Date Called: Special Instructions: Date Wanted f �2 v 'd(� a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r— 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. DO 7- Corrections required prior to approval. 'Inspector 1L■\ IAI I Date:3 , dr y $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: Projec : ( tit hi°S Type of I spection• / � , ! • Lit s,,l� c Address: t'i! 1 56'x( 5O,4, Date Called: Special Instructions: v Date Wanted: a. Requester: Phone No: ZS3- 24(#-405'S( 44t3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (Ins Date: 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.: IDate: 1 COMMENTS: Q s --/ ( r 2r - (.sr (? &emu ye m4.4. dAv, Uv ( r A A. DeL% -lei" s:d stop. p 4m6o t ml �` �/, �m1tJi( e N- w k.A (e h,, .se vc (.t' p 1 4 r� KJil — i rJJAA . . -.,.: 2b.51 o (lc '&J4 ( eSA r4- r , Amite A LA-44 ID ,'"..y'r - m( %) 'Si 1 1/1-4_,f0 - s (;\ /A4-C, `ro .s - JA G Goc.4,t , AP AA -4 F ot Date Wanted: I Al e.a1 r" WS7 Q —1 ir-f_ ft1, A. p 2SI rAi tlJ,d W .s /I - oK. Al Per -t M 5=1 r :A.spQLr : J-1 r Project: � F f Type o�sppe Q J, Y p t Al �� (Cx Address: Address: /1'7 S >wt� Date Called: 1 Special Instructions: Date Wanted: G Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Do') - vi PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector aA4 Date: 3 , o , a El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: ( I 1 t F f p of Inspection•, , Type Ron f ( , /1 , 4 k (/1( , 6 Address: !� l l 2 l 5r r ! Y" L Sp Date Called: Special Instructions: Date Wanted: C Requester: Phone No: ZS13 7.- ( e — te'Sy INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. U `orrections required prior to approval. COMMENTS: "Jo 110-6(0 A ✓A; I ft She 7'2) &c t '\1 ✓(1t'.3 1 Inspector: (kkAX El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: IDate w-031 Date: 3 _ � 1 , 0/ 1 COMMENTS: Type of Inspection: B u : f Of:4 7 /,) ' 42€L5j4/9n <1.) /e-oi/1/r to Called: #- / 5 >, - 14)tr r(9ry4:-.v// Date Wanted 3�i 3�c�� .14 r4 yr" , ✓4"/1 7% S 1 iv , / . /L f tic 0, 6/Jv i Phone ZS 3 - 2- aCJ (.: i t/S \ Projec • --r- Type of Inspection: B u : f Of:4 7 Address , 11721 ��1 ° AL So to Called: Specs I Instructions: I�,�43 Date Wanted 3�i 3�c�� a.m. Requester: Phone ZS 3 - 2- Ito IS bo '7- D3 f INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. (Receipt No.: Date: /. --t/:AAA7 /- .A .00 REINSPECTION FE REQUIRE rior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Proje :7 �. 111). Type of Inspection: (on �` ( 17 sti ca= Address: L- 1.k/, t -4 1 72'7 9. ate Called: Special Instructions: Date Wanted: 3 -i3 -v3 a. .ate Requester: Phone No: 2.5 3 - 2(G - (0 INSPECTION RECORD Retain a copy with permit INSPECT • NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Q 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 ID Approved per applicable codes. C MENTS: Da� .00 REINSPECTION E REQUIRE Prior to inspection, fee must be paid at 6300 Southcente Blvd.. Suite 00. Call the schedule reinspection. 1 Receipt No.: 'Date: Corrections required prior to approval. Project /` 7Je'r // f?F S' Li /j Type of Inspection: 6<.i6 A 7 5'4, ilv Date Called: Special Instructions: Date Wanted: /- - - /6 -de a.m. p.m; Requester: Phone 25-3"Z‘ 6c..5 5 - 4 ( 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspec, tom' -4 V El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: r Proj i 72,c/2 /4,0i S n ot nspecti Y / /2-5 j. o Av s � Date Called: Special Instr uctions: Date Want d: 471; Requester: Phone ,3 -2 - 656 S I » r f - 1\ � r \ -.. Date:' i5 ....o O D67- ) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 106)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: fk—'( e-) r re - if 111 `C —. 7T) / -C ,�� fpm ✓ P El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Proj Type of Inspection: ress 7 5 l 4 Date Called: Special Instructions: /-- Date Wanted: / Requester: Phone No: 253- 264- 65- ,7a 7 -631 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: l Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suitp 100. Call the schedule reinspection. (Receipt No.: (Date:_ Prod O`.'i yP� //gym $ Type of Inspecti n: T , Gan // j--1V--.C. Addre s: /5 9t /S Date Called: Special Instructions: Date Wanted:, -- �j - 0O p.m. Requester: Phone No: 253 -2 - 4cs l.)b? 43/ 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 proved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspec (or: 'Date: ( _ $58.00 REINSPECTION FEE Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: s ) ;9 COMMENTS: 4-35 c.1'pi 0 _- GA-L 4 /tdJ A Act: 15 ( c1 51 4 0 o✓L7 ✓∎o - f -- J P) e l /1-?e f t ra L-i 0 ✓t' Date Called: Special Instructions: nk TV _nJ .J r4-, t Requester: Phone No: 2 - / 55 S-3"' Cv 5 Proj ct: / / A l / ' 4. L-X / 3 Type of Inspection: f/eA/Yii it/-6, A dress. /x/ - S Date Called: Special Instructions: Date Wanted: / _ _ 0 Y7 t Requester: Phone No: 2 - / 55 S-3"' Cv 5 INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 1D)7 -c3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 B Corrections required prior to approval. Inspector: Date: I _ 3 g $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: \ ) Type of Inspection: Address: 14 727 .56 Av C tch • Vfq 4 ' T00 ( (.75 4 to (0 .-. f 4f/44 b it Special Instructions: 5..r: . /34-4/..7. (10§1€4- Requester: ITT I Phone No: 2.5 26 61S No eh,.../,,-. mr-,/, Acted. 7-,..,,,, S Project: tif-t2.4r tiorn L3 11 3 \ ) Type of Inspection: Address: 14 727 .56 Av 5. Date Called: i 2/2-k/02 Special Instructions: Date Wanted: a.m. 121/1/ h., cm. Requester: ITT I Phone No: 2.5 26 61S /0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 Approved per applicable codes. Inspector: a E(Corrections required prior to approval. (-, Date: 2 -/l/07 JJ $58.00WEINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project:1 / r p / �l e 1 1 !^ d 5 Type f Inspection: / // , ((O I K D O f IP-2-w r 4-r / NC, Address: / ' Av-e 5 Date Called: Special Instructions: p /4Z /7 — c i �6-� 7/ V / , Date Wanted: / — _ 3 ( ) — C . 7 7 a.m. P.m. Requester: P Lone No: 5 = ,2 -�9s Q07_ 03/ 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 EI Approved per applicable codes. C orrections required prior to approval. COMMENTS: I / /, � v f14 f 7 - !/lGri Li% ) 7 7 /4" „,-/ Date: $58.00 REINSPE ''FEE REQUIRED. Prior to inspection, fee must be paid at 6300 So • nter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Projec.F re en.- /i`N/'S Jni 3 Type of Inspection: , ‘(,)( � 4:4 Z'''',. Address: / 7 S l G i,-P C. Date Called: Special Instructions: Date // Wanted:? _ �O'_ p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 'Rt 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: (Date j / 3 , v, 0 $58.00 REI ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6 10 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: / .. P;fz 0 ,.. A 'ler.- Lot) Type of Inspection: z/ //2 4/,‘, Date Called: , Address: 5 ),--- 5 Special Instructions: Date Wanted: p.m. Requester: Phone No: 2 5 2 l,-5 -- • O fproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P0 PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: I Date /..._ $58.00 REINS ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 1 Receipt No.: !Date: Project. ff / a v /d K^ - 4J / � Type of Inspection: // !i(/9 / � �l a /// e,,--/ G Address: »/7.27 S-", / dv, S: Date Called: Special Instructions: Date Wanted: // `���-7 p.m. Requester: Phone No: ,.2s3-,,26‘-6 95 INSPECTION RECORD Retain a copy with permit a3/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. p roved per applicable codes. n Corrections required prior to approval. COMMENTS: El $58.00 REINSP ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: r<: Project Typpe� of In pection: ff,-,4...< \, Ad ress: / '/797 -' Date Called: Special nstru ions: Date Wanted: L � l J a (P j Requester: Phone No: INSPECTION RECORD Retain a copy with permit /91 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: n 4 ✓ eze . 6/-1-7f/ 5 ,c " 5, r l`- <' L■' e, // e4' f / $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project !�'� i — 1/' /Allej Typ f Ins ection : )1/ ./- .11/l.e; Address: Date Called: Special n struc ions: Date Wanted: Wanted: �/ /� 5-' l 7 p. Requester: Phone No: IN ECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 approved per applicable codes. COMMENTS: Inspector: X58.00 REINSP paid at 6300 N FEE REQUIRED. Prior to inspection, fee must be hcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Corrections required prior to approval. Projec.t: 7i , 1 ??..,' / c io- Type of Inspection: , 3 / I N—.1 Address. '' Date Called: Special Instructions: DateXanted; -- —1> — e 7 ( a.m. Requester: Phonic): C :, INSPECTION RECORD Retain a copy with permit SPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: ID - $58.00 REINSPECTION lE REQUIRED rior to inspection, fee must be paid at 6300 Southcenter lvd., Suite 1O0. Call the schedule reinspection. eceipt No.: 'Date: Approved per applicable codes. El Corrections required prior to approval. Pr ol• ct: , / -1 yr• //C/N,S 4` 7 Type of Inspection: 7=4907 . v, Address: / 7 , -5 -- Date Called: Special Instructions: Date Wanted: 7 Requester: Phone No: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: $ INSPECTION NO. moved per applicable codes. Corrections required prior to approval. In pecto : INSPECTION RECORD Retain a copy with permit - c ic,J (--C r eceip No.: 'Date: PE cJ I at?, (206)431-36 REINSPECTION FE EQUIRED. Prio to inspection, fee must be t 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. COMMENTS: 3 ( 6 7 _ N S , ) _,, /, J 7,-47,,>, J ,, - f - /V / U / , J (i+rvc" /Fy.J� -,G,,7. r° ✓� d�-1 ( 1/ ) "a//, 7/2 / Date Wanted: (a m.. 7- / 3 _ 07 p.m. Requester: Phone No: /25 2 Go- g-sz v Pro' t: 7 i e - / /On /FS 3 ( Type of Inspection: I OU i Address: / �� Date Called: Special Instructions: Date Wanted: (a m.. 7- / 3 _ 07 p.m. Requester: Phone No: /25 2 Go- g-sz v INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspe .00 REINSPEC11ON FE aid at 6300 Southcenter eipt No.: Retain RECORD Retain a copy with permit Corrections required prior to approval. Date: REQUI - D. Prior to inspection, fee must be lvd., Suite 100. Call the schedule reinspection. 'Date: _ v 7 0 • )431 -3670 ProjeA 12,e r - bat 3 Type of I pecti • hVIcJ Address: /V 7021 5c ,(1'f S Date Called: 00/0" 0y00/0" Special Instructions: � 1•U 0 G / I^ Date Wanted: r 05P. DIOd' a.m. P.m. Re es ter: ;In } P, - z r Phone No: se) 555 — 42 AA Inspector: INSPECTION RECORD Retain a copy with permit D07-031 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Approved per applicable codes. Corrections required prior to approval. ine COMMENTS: 3/2/o S � 1-5p/c4 2 2r -w /Jc2) c �-` -- - 6ta. Al I J q)/ -CLA.J C�/aCJ Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: Type of Inspection, Addre s) ? 12 g /iv c. Date Called: �� Special Instructions: Date Wanted: t l/ a.m. p.m. Requ(ter / 144., Phone No: c 555 Sb INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: f S is Vl [il r 2� yl� � r (� S�� X 11 .l - .4 X.0 4{ to c/ (1. ,A. - X ■ I / /I . 11c'oK - �7(L4 3 III o K 4 i 'Inspector: al 'Date: - q / ( El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Proj 'PA-2e( t: + - 's -SUE 3 Type of Inspection: n //��''��tt.�( � G Address: / 5 .'G Ave S Date Called: 03 //3 /o' Special Instructions: Date Wanted: 0_5 //Wog IC1 Request & r - t? »tzer Phone No: f INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Lod N' COMMENTS: Q \oO 'Inspector: i ao , 84 "Ykrn'u= Date: I Do7 -o.3 I 3 0 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: I I INSPECTION NO. MY TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pr t: 2 — 4t3 Address: � y 7a7 06 Ay, Special Instructions: J Approv€d per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit Type of Inspection: 141m P Date Called: 0 */ /0k Date Wanted: Request -' ,10 Phone N o: I 07-O.3 l j PERMIT NO. (206)431 -3670 a.m. p.m. Corrections required prior to approval. 0 $59.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. pint Nn 1,0) Ck LA 5 s 5 i Approved per applicable code INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • (206)431 -3670 Proj , Y Izer 44 - 3 Address: y�7a7 56 41e Special Instructions: 5 c akt(A? no • Type of Inspection: ea) K/744 Date Called: i.V /U Date Wanted: /a/a0/07 a.m. p.m. Requester: -�ifZ -fir Phone No: s. ❑ Corrections required prior to approval. COMMENTS: 3 e/ O lc Ok 01' -- ,r 'Inspector: 'Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: IDate: Project 1ze✓_ /0-e--_3 T Type of Intl on: Address: D Date Called: Special Instructions: D Date Wanted: a a.m. Requester ; 7 Phone No: • INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 El Corrections required prior to approval. COMMENTS: 0 1 C v I/J�� /77)4-74-- n(prr5Srr4 04(6/ lk /P tJu SPrM 71/1 Inspector: 'Date: $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:-, -tz e ✓ `-( t. 3 Type of Inspection: 5D Address: I y1,2 b Ave S Date Called: 0 b / ? 7/0 7 ---, Special Instructions: Date Wanted: , 0) % 7 Requester: A //i ,/` a Y Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 63 00 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ' J r. 1707 DJ I Corrections required prior to approval. COMMENTS: `6/2 %7 -1(7141 - i <I) \ S, (c). c(-w 7 6 di( re,ccci /4 S <ayU, �LQ 'Inspector: 'Date: 2 /. 2 V 4r2 $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 f 2 PI t i ).(it 3 Type of Inspection: -ssS Addr ss: Jam /Y7 .27 .56 Ave S Date Called: oe/i sk Special Instructions: Date Wanted: a.m., Requester: 4 Phone No: av/ £/)3- X33/3 D2703) 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 D Approved per applicable codes. O Corrections required prior to approval. COMMENTS: ri(c lam) C il,e , i ` ftL SS S r-c,A, IOC P' -0 cir Inspector: J Date: /'6/67 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calk the schedule reinspection. Receipt No.: 'Date: Project: ri%L7c�' Hz,--- cr s Type of Inspection: e0 „ F - Ci7 / Address: 9 7 7 i�7ir S Date Called: / ( �i �, - 7 Special Instructions: Date Wanted: I a.m. p.m. Requester: Phone No: 5 ?C C95 c INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i= 44011' 067 G3/ PERMIT NO. (206)431 - 3670 Ap rp oved per applicable codes. Corrections required prior to approval. COMMENTS: (, - , 5 .q4/ 'Inspector: 'Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Sprinklers: l A ..3. �`, ?— /'�� A c, / ,p / i 1-t.� �1 <--�c- c cA . Address: 1-1 70.7 Suite #: 5'G i n. . lee S C v,. Gt../.. 'nC-1 S G/ � J J /1-e- 11 i c -i"4. ,t S U/ C ;4 dcJ P (.s s ,G - .1'i r 174 51< /,.rc L.41 r S po S4• As(..,/ 1 C Project: e: tzc/Z. i-IUer+cS Sprinklers: Type of Inspection: ie'-.5 . F— A , f-, .,4' 1 Address: 1-1 70.7 Suite #: 5'G i n. . S.. Contact Person: /i.14 Special Instructions: Phone No.: / // ` V 5 r 2 �"" iP �j s.� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 O&7 — e 3 PERMIT NUMBERS 206- 575 -4407 n Corrections required prior to approval. V $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from t e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Inspector: 5 $ / 5- Date: � 3 /p e Hrs.: �[ scope of work roof framing floor framing beam MITCHELL ENGINEERING INC. THESE CALCULATIONS ARE COPYRIGHTED AND MAY NOT BE COPIED WITHOUT THE WRITTEN FER FISSION OF M FTCH b'.L EN2INE RI !G, INC. USE OF Ti— : CALCWWIONS IS LIMITED TO A SPECIFIC FCR PERSONS NAMED HErr:CN FOR THE CO CONS OF ONE FaUILDIN3. ANY GT}1:USEOR REUSE 13 STRiC•TLY PROHIB- ITED WITHOUT THE WRITTEN CONSENT FROM MITCHELL ENGWEERWG, INC. 1 3: 73/ ;,, r PROJECT SUBJECT r c c. FILE COPY a xi s °. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 OF TO rtB 02 2007 PERMITCENTER (), 42.q_ /44,45- SHEET NO OF 3a gAo-I 2 -4=1.4/2 JOB NO. 7.445t° mud sill concrete slab beam splice foundation plan main floor framing plan joist blocking upper floor framing plan shear walls roof framing plan shear walls upper floor roof beam beam lateral seismic lateral design criteria wind seismic top plate seismic control front back wind controls side upper floor shear front back shear side SHEAR WALL SCHEDULE Shear Wall Designation 01-4 P1 -6 P1 -4 P1 -3 P1 -2 P2 -3 Nail Size 6d 8d 8d 8d 8d 8d Nail Spacing Edges 4" 6" 4" 3" 2" 3" Studs 4" 12" 12" 12" 12" 12 TopBtm. Plate 4" 6" 4" 311 2" 3 Blocking Req'd. No Yes Yes Yes Yes Yes ALLOWABLE SHEAR Hem -Fir #2 #/Ft 125 210 310 400 525 800 Shear Wall Notes: 1. G1 - Gypsum wallboard one side of wall. P1 -.7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall. P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For P1 -3 , P1 -2 and P2 -3 shear walls use 3x studs at adjoining panel edges, at adjoining panel edges and mudsills nailing shall be staggered per footnote (I) of I.B.C. table 2306.4.1 3. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 4. Nails shall be 8d common. 5. Where plywood is 2 sides of wall, joints shall fall on separate studs each side. 6. All panel edges backed with 2 -inch nominal or wider framing unless noted otherwise. Install panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally. Space nails @ 12 inches on center @ intermediate supports. 7. All anchor bolts shall be installed with galvanized plate washers. Refer to plan for size. 8. Refer to foundation plan for anchor bolt size, spacing and mudsill/rim connections. STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2003 INTERNATIONAL BUILDING CODE (U.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF 25 PSF FLOOR 40 PSF DECKS ----- 60 PSF LATERAL WIND --- ---- -- EXPOSURE B; 85 MPH SEISMIC PER ZONE -D FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN -PLACE CONCRETE: F'c = 2,500 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE . ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER. MINIMUM 2 B LTS PER SILL WITHIN PLATE PIECE. ONE BOLT TO BE PLACED WITH 6 INCHES OF EACH END OF THE SILL PLATE . FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE WATER PROOFED PER ARCHITECTURAL SPECIFICATIONS. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH IlfE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSL DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A -615, GRADE 60 FOR #6 AND LARGER AND 40 GRADE REINFORCEMENT FOR #5 AND SMALLER BARS. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" MINIMUM). CORNER BARS (2•-0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: #14 AND #18 BARS 1 -1/2 INCHES #11 BAR AND SMALLER 3/4 INCH SLAB -ON -GRADE (FROM TOP SURFACE) 1 -1/2 INCHES STRUCTURAL TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR & ROOF JOIST 4X BEAMS 6X BEAMS COLUMNS LUMBER NOT NOTED 3 INCHES 2 INCHES 1 -1/2 INCHES HEM -FIR #2 Fb = 850 PSI DOUG - FIR/LARCH #— Fb = 850 PSI DOUG- FIR/LARCH #2—Fb = 875 PSI DOUG- FIR/LARCH #1 —Fb = 1000 PSI DOUG- FIR/LARCH #2—Fb = 850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. W. NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH LB.C. SCHEDULE. FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL SUPPORTED PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED - LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS - FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fv=165 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.LT.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU LAMS SHALL CONFORM TO A.LT.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS- FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2-16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2- 16d NAILS. PRE- MANUFACTURED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS- FIR/LARCH OR HEM - FIR TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ALL TRUSS PLATES AND CONNECTORS SHALL BE LC.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. ALL l i lk A�Ir�.�r �A�� �I�WS 0Aatrk.e. 6441frlk 5rrg.a14 c‘,1-ik. c-iTMr vGTi-1- A ct TiWiTt.aI. 4- Ir16136. 54QU. � 5rn)a.yr r Rte! 441.4 0-112.1k d6Ti&L. MITCHELL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 'REPARED BY ��� "�Gt�J/` 44 PROJECT SHEET NO. OF 4a. / � )ATE r 7 PR SUBJECT JOB NO. �`'" MITCHELL ENGINEERING INC. 11=1. LL 4 o l V a:T1 4L 5WELT 6TAW--71 Lj 2 OPL-1114. IAT . awe. :?g e ;Hoc- hioT 14411. AT _cATJ_1 s . NALL 5P-zril. 4 -2 PREPARED BY '' " PROJECT • • • 1 • ,. - .; - - 1 -- . -* 1 :. • • • • ® ,f • • t a N es A• • • I{ • . . • n ! S 4t IG�- = 141 �jC,Tl3u -jd tv 5,4J VvALL Tom° 11.s . 6 - .a-- -s • 1`i 20 %4/2 - • rP-Ark. ir-iPscid nk4 w/ � sl . •l 51414c.45 1 tte+ATici t 4 -91a 2 ) 34'447412" %.60o W /yf4LY'2'f /lc: • irT J 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO. OF DATE f�i/ SUBJECT JOB NO 07 660 I MITCHELL ENGINEERING INC. PROJECT dJ2 4/u ,4/2 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO. /("' OF SUBJECT JOB NO. 74 MITCHELL ENGINEERING INC. DATE -24.4 SUBJECT ?REPARED / 2 BY PROJECT , /.1 2v(0�4 JOB NO 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO. / ` OF o7_ /5 MITCHELL ENGINEERING INC. )ATE r ch - orc - 4-' roori - 014-04i . 14 'REPARED BY ' ' PROJECT S&;77 �s •MY-- WAS Pg. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 I CA:4 rg! -SILL` • 6o1-4 . . P F-- roa L -1d. AT'i l fA ci ) 44 41/J249A/2 SHEET NO. / OF SUBJECT JOB NO. MITCHELL ENGINEERING INC. c4Tofc - , �A 't. s4 • o .. . 'r � � ..� � - � -fi rt cav 'REPARED BY PROJECT )ATE ,..' \NALL (-24.1 k424 Po- �0d lclAri4 -1 f?AiJ 1 =1 42=4 C A�s c�io � - l.�k� s/rl cc� A c4/4 � ¢ r°d /444 240,4/2 SUBJECT 00 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO. L / OF JOB NO. �7/5 I MITCHELL ENGINEERING INC. DATE : 4-d Z41 -1 ) Hit' 7 •� �2 PREPARED BY PROJECT / /d 2 44V 2 °17;' , I L 001 cam. riitg-►€A,.1 541 447 lig. ttA,1 SUBJECT JOB NO 7821 - 168th Ave. N.E. Redmond, WA 98052 (425)747 -1500 ri6 (Gt. &sue A SHEET NO. 2 0 OF MITCHELL ENGINEERING MC. PREPARED BY DATE 3, 4 PROJECT A".1 SUBJECT 7821- 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 SHEET NO OF JOB NO. /4.5Z0 A '7 • .� MITCHELL ENGINEERING INC. q 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PREPARED / ," 2n< / 2 PARED BY PROJECT SHEET NO. 22 OF DATE Imo% / SUBJECT JOB NO. c:;7_/ • i MITCHELL ENGINEERING INC. SscTh �l 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PROJECT Z, �� _ SHEET NO. OF SUBJECT JOB NO. d 7 -1541 MITCHELL ENGINEERING INC. )ATE l 'REPARED BY /,' PROJECT 6At-4/ 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO. 21 OF SUBJECT JOB NO. Z'74,540 MITCHELL ENGINEERING INC. )ATE 'REPARED BY PROJECT it/2 reid 2u 44/z SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO. 25 OF JOB NO. © 7-45- , �.., MITCHELL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PREPARED BY DATE � To /&J 2 PROJECT SHEET NO. OF SUBJECT JOB NO. 6 T — -/5o MITCHELL ENGINEERING INC. PREPARED BY DATE PROJECT 14 /1 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 i 126cF56 Z SHEET NO. 7 OF SUBJECT JOB NO. d �� MITCHELL ENGINEERING INC. PREPARED BY DATE TF 464 144'5 1-;=, F l'o 44 1--c.i ii,m PROJECT 6 [Alvt 5 Nit..1 144-1 5r J-AIszk. 1A LL Ocliz-e ,0J .9,/.4/2 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO. a OF SUBJECT JOB NO. d 7 -J$ MITCHELL ENGINEERING INC. DATE 1 T 114J g.z7 He24 TA L. A Fiet4/1 JIA 01 444 7o rho° (PA'ra PREPARED BY T i� -- - 4 ) ' t co e 4-o DiaGC.d SUBJECT JOB NO. d 745 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PROJECT gAid 2"/ / SHEET NO. 2 7 OF MITCHELL ENGINEERING INC. 41 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 REPARED BY ' ' d PROJECT `�'��T'T` G 2O ,O O OJECT / 3 / n J / � SHEET N O. OF 1ATE ! ` SUBJECT 07 {,_� JOB NO. PIONEER ENGINEERING, INC. Geotechnical Engineering • Earth Science • Water Resources June 7, 2006 FILE copy Mr. Kamaii Johal 17818 NE 116 Street Redmond, WK t Subject: Geotechnical Engineering Study Jackson Short Plat 147xx - 56'" Avenue South Tukwila, Washington PEI Project No. G618 SUMMARY The proposed development for the site is to construct a single- family residence on each of the four subdivided lots Currently, utilities and an access roadway with a hammerhead turnaround are completed at the site An ecology block wall with an upper 2H:1V recycled concrete fill slope supporting the turnaround will be further revamped to improve overall stability. Subsurface conditions of the site were explored with five backhoe test pits and one hand -dug test pit. About 2 to 4 feet of non - documented, random fill was first encountered below the existing grade, underlain by medium -dense to dense glacial till soils. Conventional footing foundations bearing on glacial till soils should be able to support all proposed buildings. The stability of the ecology block wall can be improved by installing weep holes in the wall and a soldier pile (steel beam) wall with timber lagging in the wall's close downslope area. Geotechnical recommendations for site grading and earthwork, floors, pavements, utilities, drainage, building setback, and other topics required by the City are also addressed in this report. P. 0. Box 33628, Seattle, WA 98133 Phone: (206) 427 -9118 • Fax: (206) 306 -2982 Permit No. PVV03 -005 EWED FOR CO E COMPLIANCE APPROVED MAY 2 4 2001 C Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 02 2007 PERMITCENTER 631 June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 2 OVERVIEW INTRODUCTION The general location of the site is shown on Figure 1 - Vicinity Map. According to a topographic survey plan, prepared by Baseline Engineering, Inc., dated November 19, 2003, the site with a parcel No. 1157200170 is located in a portion of the NE quarter of the NW quarter of Section 23, Township 23 North, Range 4 East, W.M., Washington. The legal description defining the boundary and coverage area of the site is as follows: The west 300 feet of Lot 17, Brookvale Garden Tracts, according to the plat thereof recorded in Volume 10 of Plats, Page 47, in King County, Washington, except the north 93 feet of the east 130 feet of the west 270 feet of said Lot 17. (Also known as Parcel B, City of Tukwila Boundary Line Adjustment Number L2000 -022, recorded under Recording No. 20000626900003) BACKGROUND The site is an undeveloped property, situated near the top of a slope descending westerly. We understand the site encompasses four urban lots and an access roadway with a hammerhead turnaround. A two -story wooded structure with an attached garage will likely be a proposed building to be constructed on each lot, with its lowest floor's slab poured on grade and optional crawl space. PURPOSE AND SCOPE OF SERVICES The purpose of this geotechnical engineering study is to characterize the subsurface soil and groundwater conditions by test pit and test hole explorations, and use such information obtained to provide recommendations for the proposed development of new residential dwelling units and for the stability improvement of the hammerhead turnaround. To achieve the purpose, the scope of our services specifically comprises the following items: 1. Conduct subsurface exploration with five test pits and one test hole to a depth of about 10 feet or to bearing soils, whichever is reached first. The soils encountered will be visually classified. 2. Evaluate the stability of the supporting system for the hammerhead turnaround, and provide recommendations for necessary measures to revamp its stability. PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. 0619 Page 3 3. Review geologic and soil conditions at the site based on a published geologic map. 4. Address geologic hazards and mitigation measures, as required. 5. Prepare a written report to address our findings and conclusion of this study, and provide geotechnical recommendations for site preparation and grading, engineered fill, excavation and slope, building setback, foundation support, and drainage systems, etc. It should be noted that our geotechnical recommendations are based on the soil conditions encountered in the test pits and test hole, and our engineering analyses, experience and engineering judgment. The conclusions and interpretations in this report, however, should not be construed as a warranty of the subsurface conditions. Soil and groundwater conditions stated in this report may vary from those actually encountered during construction. If variations appear then, we should be retained to re- evaluate the recommendations of this report, and to verify or modify them in writing prior to proceeding with the subsequent work. INVESTIGATIONS SUMMARY Subsurface conditions at the site were explored with five test pits to depths varying from 9 to 10 feet on May 31 2006, using a backhoe (Case Super L) provided and operated by Deeny Construction, and one test hole to a depth of about 6.5 feet on June 5, 2006. The locations of the test pits and test hole are determined by tape measurements with reference to the existing surface features shown on the provided topographic survey plan. They should be considered as only accurate to the measuring method used. The approximate locations of test pits and test hole are shown on Figure 2. The subsurface exploration was continuously monitored by an engineer from our firm who documented the soil and groundwater conditions encountered, maintained a log of each test pit and hole, and observed pertinent surface features. The final test pit and test hole logs represent our interpretations of the subsurface conditions encountered in the pits and hole. The stratification lines on the logs indicate the approximate boundaries between soil types, and the actual transitions may be more gradual in the natural geologic setting. The soils encountered by the pits and hole were visually classified in general accordance with Unified Soil Classification System (USCS) as shown on Figure 3. PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 4 REPORT OVERVIEW • Recommendations for a conventional spread footing foundation system for each proposed building are addressed in FOUNDATION SUPPORT. • Evaluation of slope stability and the provision of temporary and permanent erosion/sediment control measures for development are included in SLOPE STABILITY. • Recommendations for an added soldier pile wall with timber lagging are addressed in RETAINING STRUCTURES. • The required safety buffer between the proposed buildings and a steep slope is recommended in BUILDING SETBACK. SITE CONDITIONS LOCATION AND SURFACE CONDITIONS the site is basically an undeveloped property It is bounded to the east by a paved access roadway, fronted to the north by the right -of -way of South 147 Street. and adjoins properties on the other two sides. It is measured about 300 feet along South 147'" Street and about 320 feet in depth, except an area of about 0.28 acre (130 feet along South 147 Street by 93 feet) notched off from its NE corner. A paved access roadway and a hammerhead turnaround connect four lots to South 147 Street. Utilities including a storm drain system, a sewer line, a power line and all water supply facilities have been currently installed in place. The area close to the access roadway has been graded to facilitate the preparation of the roadway subgrade. In general, the original terrain within the site slopes down westerly at a gradient of about 10 to 33 percent. Grass, ivy and berry are the dominant species of surface vegetation occupying most of the open space, with a few mature trees standing on the slope. GEOLOGIC SETTING Preliminary Geologic Map of Seattle and Vicinity, Washington, by H. H. Waldron, B. A. Liesch, D. R. Mullineaux, and D. R. Crandell, published by U. S. Geological Survey in 1962, was referenced for the geologic and soil conditions at the site. According to this publication, the surficial soil unit at the site is mapped as Vashon Till (Qt) PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. 6619 Page 5 Vashon Till was deposited directly by glacial ice during the most recent glaciation as it advanced over an eroded, irregular surface of older formations and sediments. It is a very dense mixture of unsorted clay, silt, sand, gravel, and scattered cobbles and boulders, often referred to as "Hard Pan ". In general, this deposit is of high shear strength and low permeability with infiltrated surface water perching above. It generally provides excellent support for foundations with minimal settlements expected. SUBSURFACE SOIL CONDITIONS In general, the test pits and hole first encountered 2 to 4 feet of non - documented random fill, underlain by weathered Vashon Till consisting of brown silty sand and some coarse gravel with a trace of orange staining. This layer of soils was revealed about 1.5 to 3 feet in thickness. Denser cemented till deposits of light -brown silty sand, some coarse gravel and cobble, were last encountered to the depths explored. A thin layer of relic topsoil was encountered between random fill and weathered till in Test Pits 1 and 2. Detailed information for the subsurface conditions explored in test pits and test hole is presented on Figures 4 to 5 - Test Pit Logs and Figure 6 - Test Pit and Test Hole Logs. GROUNDWATER CONDITIONS Very-light groundwater seepage was encountered at a depth of 4 feet in one of five test pits plus one test hole. The water appears to be the infiltrated storm runoff perching above the less permeable fresh Vashon Till. The amount and flow rate of seepage generally decrease with time while advancing into the drier months (generally between April 1 and September 31 of a year). In general, groundwater levels fluctuate with seasons, depending on the amount of precipitation and surface runoff, denseness of vegetative cover on the ground, purpose of land use, and other factors. SUBSURFACE CONTAMINATION Based on our subsurface exploration, no contaminants or materials suspicious of contamination were encountered within the explored depths of all test pits and test hole. PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 6 DISCUSSIONS AND CONCLUSION Based on the soil and groundwater conditions encountered in our subsurface exploration, it is our conclusion that, from a geotechnical engineering viewpoint, the site is suitable for the proposed development of four single - family residences. The stability of the hammerhead turnaround can be further improved by installing a soldier pile wall in its close downslope side to provide adequate lateral support and drilling weep holes in the ecology block wall to enhance its drainage. According to Geologic Hazard Maps, produced by City of Tukwila on December 13, 2004, the site is mostly located in a classified Type 2 slope where the landslide potential is moderate, and only two tiny portions in the close west proximity of the "notched off' parcel and near the SW corner of the site, respectively, in a Type 3 slope with high landslide potential. These two areas of high landslide potential are located in a currently densely vegetated terrain with protection of natural vegetative cover; thus, in our opinion, the potential of a landslide to occur in these areas of the slope should be very low. The designated areas for residential buildings are all located on a Type 2 slope. With proper planning, prudent design, and meticulous workmanship, the risk of slope instability through development activities should be very minimal Conventional spread footings bearing on medium -dense weathered Vashon Till or on dense fresh Vashon Till should be able to provide adequate support for the proposed single - family residential buildings. The installation of a footing drain system would intercept the groundwater seepage toward the buildings and reduce the risk of the hydrostatic pressure buildup behind foundation walls and below on -grade slabs. SLOPE STABILITY The site is located in a zone of mostly moderate landslide hazard. It is underlain at shallow depths by medium -dense to dense glacial till deposits, as revealed in test pit and test hole logs. The glacial till is generally of very high shear strength and has high resistance against a slope failure. Numerous landslides had occurred on steep slopes in the local area during the 1995- 1996 winter with record- breaking precipitation, and the region had also experienced a strong earthquake of a seismic magnitude of 6.8 at the Richter scale in 2001; the site has remained stable without deep- seated landslides. The nearby buildings, located within the same potential landslide area and supported on similar soil conditions, have also remained stable. Therefore, PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 7 in our opinion, the possibility of the occurrence of a deep - seated landslide to cut through dense glacial till should be very low. The ground surface of the site is mantled by up to 4 feet of fill and up to 12 inches of relic topsoil, if deprived of vegetative cover and /or excessively saturated, may erode in the form of shallow mudflow landslides. Our site reconnaissance indicated that no apparent signs of soil movement were noted in the adjacent graded area of the access roadway and lower densely - vegetated natural slope, except two fissure cracks were observed on the curb of the hammerhead turnaround, as shown on Figure 2. The cracking was likely caused by the hydrostatic pressure buildup behind the ecology block wall, softening the bearing soils and generating minor settlement. The installation of weep holes in the ecology block wall and revamp with an additional soldier pile wall as recommended in RETAINING STRUCTURES in its close downslope area should improve overall stability. At the time of our recent site visits on May 15 and May 31 of this year, there were no indications of widening of existing cracks. or occurrence of new cracks. Both the ecology block wall and upper recycled concrete fill slope appeared stable To enhance the overall stability against surficial soil erosion and shallow mudflow landslides, we recommend the following measures be implemented during and after construction: • The unsuitable surficial soils within the foundation footprint should be removed down to bearing soils with minimal disturbance to the vegetative cover outside construction limits. • Standing water should not be allowed to preside over the building area during construction, concentrated stormwater should not be discharged onto the ground within the site or onto the slope. • Excavated soils, construction debris, and yard waste should not be dumped onto the slope. • Storm runoff over impervious surface, such as roofs and driveways, should be collected in an underground drain system and/or intercepted by catch basins installed in the pavement, and be tightlined to discharge into a designated storm drain or an approved location. • The stumps of mature trees on the slope outside the construction limits should be preserved to stabilize the soils surrounding their root ball zones. PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 8 SEISMIC CONSIDERATIONS The Puget Sound region is located in a zone of high susceptibility to seismic hazards. The design of residential buildings should be in compliance with the specifications and standards stated in 2003 International Residential Code (2003 IRC), while the design of retaining structures should follow those in 2003 International Building Code (2003 IBC). Based on the 2003 IRC, the site is located in a zone of Seismic Design Category D2 (Seismic Design Category D in 2003 IBC) with a classified Site Class D. The seismic design parameters are based on the outputs of a computer program (Seismic Design Parameters, Version 3.10; USGS Open -File Report 01 -437) accompanied with the above building codes, and they are listed below: SITE WORK • All disturbed bare ground and damaged surface vegetation subject to construction activities should be restored or re- planted with natural vegetation approved by the City, after completion of site development. Regional Earthquake Ground Motion for the 0.2- Second (Short Period) Spectral Response Acceleration (5 % of Critical Damping) S 1 406 g Regional Earthquake Ground Motion for the 1- Second Spectral Response Acceleration (5 % of Critical Damping) S1 = 0.737 g Site Coefficient F as a Function of Site Class and Mapped Spectral Response Acceleration at a Short Period (S F = 1.00 Site Coefficient F„ as a Function of Site Class and Mapped Spectral Response Acceleration at a 1- Second Period (S1) F„ = 1.52 Site preparation should include clearing and grubbing of the surface vegetation within construction limits. The ground within the building footprint should be excavated down to firm glacial till. The exposed soils should be compacted to a non - yielding state with a vibratory mechanical compactor. Localized soft, organic spots within the building footprint should be excavated down to the above bearing soils and the voids backfilled with engineered fill with sufficient compaction to a non - yielding state. Storm runoff should be intercepted by ditches and conveyed to a temporary storage pond from which the upper clear water can be pumped and released into a public storm sewer line. A filter fence should be installed along the downslope PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 9 conveyed to a temporary storage pond from which the upper clear water can be pumped and released into a public storm sewer line. A filter fence should be installed along the downslope boundary of the site to prevent sediments from being transported into lower adjacent properties or onto the street. RETAINING STRUCTURES The soldier pile wall with timber lagging will serve as a permanent retaining structure, located immediate downslope of the hammerhead turnaround. Retaining walls free to displace and rotate at the top should be designed using an active soil pressure of 25 pounds per cubic foot (pcf) of Equivalent Fluid Density (EFD) for the portion of the soldier pile wall with an ecology block wall; 40 pcf of EFD for the remaining portion of the soldier pile wall, assuming the backfill is well - drained and level. The active soil pressure should act on one pile- spacing above the excavation line, and one pile diameter below. The passive soil pressure should act on one pile spacing or two pile- diameters, whichever is less. One half of the active soil pressure may be used for designing the timber lagging to account for the soil arching effect. We recommend that a passive soil pressure of 300 pcf of EFD be used for calculating lateral resistance but neglect the upper 3 feet of soil strength for the existence of random fill. This value has also taken into consideration the effect of a descending ground surface. A coefficient of friction of 0.60 can be used to calculate the friction force between the foundation and subgrade soils. These two soil parameters are unfactored and ultimate values, and proper factors of safety should be applied to them for design purposes. The soldier pile wall should be designed to have a minimum factor of safety equal to 1.7 against sliding and overturning failures. All design lateral soil pressures are illustrated on Figure 7. A subdrain system should be installed behind the wall to prevent the buildup of hydrostatic pressure. This drainage system should consist of a drain mat (Miradrain G100N or equivalent) placed to the full depth of the wall with a minimum overlap of 12 inches, and hydraulically connected to a drain pipe. The drain pipe should be a 4- inch - diameter, rigid, perforated PVC pipe or a 4- inch - diameter, slotted ADS pipe, with its invert placed slightly below the base of the wall. It should be wrapped with a layer of durable non -woven geotextile, and then bedded on at least 2 inches thick clean pea gravel (2 -inch to 3/4 -inch in size) and covered with 4 inches of the same gravel. The contractor should ensure the drain line to have a positive gradient to generate flow by gravity. PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 10 ROCKERIES Not Applicable. FOUNDATION SUPPORT The foundations of the proposed buildings should be bearing on natural soil deposits of Vashon Till. Individual spread footings are generally used to support columns, and continuous strip footings to support bearing walls. For footings constructed as recommended above, our design criteria for spread footing foundations are summarized in the following: Allowable soil bearing pressure should be no more than 2,250 psf on medium -dense weathered Vashon Till; not exceeding 2,750 psf on dense fresh Vashon Till; no more than 2,000 psf on adequately compacted structural fill placed over either one of the above Vashon Till deposits. Minimum depth to bottom of perimeter footing below adjacent exterior finish grade should be at least 18 inches to reduce the risk of the foundation damage by the frost effect Minimum width of continuous footings should be 16 inches: minimum width of individual footings should be 24 inches Foundation walls restrained to displace and rotate at the top are considered unyielding and should be designed for a lateral soil pressure under an "at - rest" condition. A lateral soil pressure of 45 pounds per cubic foot (pcf) of Equivalent Fluid Density (EFD) should be used for designing foundation walls, assuming the backfill is well - drained and level. The friction force between the foundation and the subgrade, and the passive soil pressure acting on the under -grade portion of the foundation provide resistance to lateral loads. For the better development of lateral resistance, the foundation must be poured directly against firm, undisturbed Vashon Till deposits. We recommend that a passive soil pressure of 400 pcf of EFD be used for calculating lateral resistance, based on the assumption that the backfill is level or ascending. A coefficient of friction of 0.60 may be used to calculate the friction force between the foundation and subgrade soils. Similarly, these two soil parameters are unfactored and ultimate values, and proper factors of safety should be applied to them for design purposes. The foundation wall should be designed to have a minimum factor of safety equal to 1.7 against sliding and overturning failures. PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 11 RECOMMENDATIONS SITE GRADING AND EARTHWORK Site preparation should include clearing and grubbing of vegetative cover, installation of temporary erosion control measures, and stabilization of the exposed subgrade. Prior to starting construction activities, a filter fence should be installed along the lower boundary of the construction limits; the entrance, parking, and loading areas for construction vehicles should be paved with a layer of 12 inches thick quarry spells (4 to 6 inches in size) to guard against the sediments migrating into lower neighboring properties or being tracked onto the public roadway. Non -woven geotextile may be placed under the quarry spall pad to prevent the fine soil particles from moving upward. A layer of filter fabric or filter bag should be inserted into each stormwater inlet in the downstream area outside the construction limits. The above implementations serve as temporary erosion /sediment control measures during construction, and they must remain in place until construction is complete. Clearing of ground includes stripping and grubbing of all surface vegetation within the construction limits. Occasional overexcavation may be required when encountering the roof ball zone of a mature tree or localized weak soil pockets. The overexcavation should be backfilled with engineered fill and compacted to a non - yielding condition, following the recommendations stated in ENGINEERED FILL AND COMPACTION. The topsoil and random fill over the site generally containing organic and other deleterious substances, are unsuitable for reuse in areas to withstand loads. They should be stockpiled separately from the soils qualified to be used as engineered fill, and can be used solely for landscaping purposes. After the topsoil, fill, and weak surficial soils have been removed from the foundation footprint, the exposed subgrade soils should be proof - rolled to a non - yielding state by a fully- loaded dumptruck or other proper heavy construction equipment. Any pumping or weaving spot during proof - rolling should be re- compacted, or excavated to firm native soils and backfilled with engineered fill and stabilized with adequate compaction. An engineer from our office should be present to determine the readiness of the subgrade preparation during proof - rolling. PIONEER ENGINEERING, INC. Applicable Area Maximum Dry Soil Density Under Footings 95% Under Parking and Driveway 95% for upper 3 feet, 90% below Under on -Grade Floor Slab 95% for upper 2 feet, 90% below Foundation Wall Backfill 95% for upper 2 feet, 90% below Utility Trench Backfill 95% for upper 4 feet, 90% below U. S. Standard Sieve Size Percent of Passing by Dry Weight 4 in. 100 No. 4 75 - 100 No. 200 3 - 50 June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 12 ENGINEERED FILL AND COMPACTION Engineered fill (or structural fill) is a term of describing the material placed under footings, on- grade floor slabs and pavements, or used to construct highway embankments. Its composition generally compromises but occasionally combines basic engineering properties of shear strength, permeability, and compressibility to serve design functions, depending upon areas of usage and weather conditions when used. Engineered fill should be free of demolition debris, and organic and other deleterious substances. It should consist of clean soils and meet the gradation specified below: The excavated till soils generally meet the above criteria and can be used as engineered fill_ but these soils contain a substantially high content of fines (soil particles passing through the U S No 200 sieve based on the fraction of the same material passing through the U.S. No 4 sieve) and are difficult to compact to attain the required soil density if used under wet weather conditions. Proper compaction efforts should be applied.to the engineered fill using a vibratory compactor. Cement or lime admixture may be used to condition the moist content in soils, in conjunction with aeration. Engineered fill should be placed no more than 10 inches per loose lift, compacted to meet the required dry soil density determined by ASTM D1557 (Modified Proctor Method) as follows: PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 13 EXCAVATION SLOPES Unsupported temporary cut slopes should not be greater than the limits specified by local, state, and federal government safety regulations if worker have to perform the construction work in the foundation and utility trenches. We estimate that up to 4 feet of excavation will be required to establish the foundations for the proposed buildings. Temporary cuts should be sloped no steeper than 1H:1V in random fill, topsoil, and brown silty sand, 3/4H:1V in weathered or fresh Vashon Till. The above recommended inclinations of excavations are based on the assumption that no groundwater will be encountered. If groundwater is encountered during excavation, the work should be halted immediately and the engineer be informed to re- evaluate slope stability. Proper remedial measures may be taken to stabilize the cut slope. Exposed temporary cut slopes should be covered with plastic sheets to minimize surficial erosion and sloughing by storm runoff. Permanent fill or cut slopes should have an inclination no steeper than 2H:1 V. We recommend that excavation for foundations be started and completed in the drier months to minimize the adverse effects imposing upon the grading work by rain storms or groundwater seepage TEMPORARY SHORING WALLS Not Applicable. REINFORCED SOIL STRUCTURES Not Applicable. STRUCTURE AND FOUNDATIONS Our geotechnical recommendations for retaining structures are addressed in RETAINING STRUCTURES; for foundation walls and footing design in FOUNDATION SUPPORT. FLOORS The on -grade floor slab should be placed on firm, undisturbed native soils prepared as stated in the SITE GRADING AND EARTHWORK and ENGINEERED FILL AND COMPACTION sections of this report. For the unheated areas such as garages, storage rooms or tool sheds, the slab - on - grade floor should be placed directly on a capillary break which is composed of a PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 14 minimum 4- inch -thick layer of free - draining 718-inch crushed rock containing no more than 3 percent of fines by weight passing the U.S. No. 200 sieve. We recommend that a durable vapor retarder, a 6 -mil (0.006 inch) plastic membrane, be placed over the capillary break to keep moisture from migrating upwards. For the heated areas, an additional layer of Styrofoam may be placed between the slab and capillary break for provision of better insulation. Where applicable, the ground surface at the crawl space (under -floor) grade should be free of vegetation, organic material, and construction debris. The finish grade in the crawl space should be at least 6 inches higher than the footing base to allow for water to drain out of its coverage area. The exposed soils in the crawl space should be covered with a continuous vapor retarder having a maximum permeance of rating of 1.0 perm in accordance with ASTM E96. The foundation wall should have proper openings to provide the cross -space ventilation for the crawl space, if a mechanical ventilation system is not to be installed. PAVEMENTS The access roadway and hammerhead turnaround have been paved. The recommendations for pavements herewith are applicable to the area for parking and of the future driveway. The pavement should be composed of 3 inches of Asphalt Concrete (AC) over 6 inches of Crushed Rock Base (CRB), or 3 inches of AC over 4 inches of Asphalt Treated Base (ATB). A more rigid pavement section consisting of 5 inches of concrete over 5 inches of adequately compacted 2- inch -minus CRB may be used as an alternative. UTILITIES Currently, all main utility lines have been installed at the site. The recommendations for the installation of utilities herewith are applicable to the areas for the utility sidelines connecting to the proposed buildings. Utility trench backfill is a major concern in preventing settlements along the alignments, particularly in paved areas. It is important that each section of the utility line be adequately supported by the bedding material. The material should be hand tamped to ensure support is provided around the pipe haunches. Engineered fill should be carefully placed and hand tamped to at least 12 inches above the crown of the pipe before any mechanical or vibratory compaction equipment is brought into use. The remainder of the trench backfill should be placed and compacted as stated in ENGINEERED FILL AND COMPACTION. PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 15 DRAINAGE The finished ground around each building should be graded such that surface water is directed away from it. Water should not be allowed to stand within the building limits or in areas where foundations, on -grade slabs or pavements are to be constructed. We recommend that the ground be sloped at a minimum gradient of 3 percent for a distance of at least 10 feet away from the building except in paved areas. Storm runoff on the impervious surfaces (roof, paved driveway and parking, and deck) collected by downspouts and /or captured by catch basins should be tightlined and conveyed in a conduit to discharge to a storm drain system. Wherever the collected storm runoff and groundwater seepage can not be discharged to a storm drain system, it may be drained to a natural ravine through dispersion pipes /trenches in a form of sheet flow. The design flow rate of the above stormwater dispersion facility should not exceed that in the pre - development condition to minimize environmental impacts. Roof downspout drain lines should not be connected to the footing drain. All roof downspout drains must be separately tightlined to discharge. Sufficient cleanouts should be installed at strategic locations to allow for regular maintenance of the footing and downspout drain lines. A footing /wall drain system should be installed around the perimeter of each building to prevent the buildup of hydrostatic pressure behind the foundation wall and below the on -grade slab. This drainage system should consist of a 4- inch - diameter, rigid, perforated PVC pipe or a fl- inch- diameter, slotted ADS pipe with its invert placed slightly below the bottom of the wall. The drain pipe should be wrapped with a layer of durable non -woven geotextile, bedded on at least 2 inches thick clean pea gravel (2 -inch to 3/4 -inch in size) and extended upward to within 18 inches of the top. This drain gravel column should extend at least 12 inches behind the back of the wall. The drain line should have a sufficient gradient to generate flow by gravity. Alternatively, a drain mat such as Miradrain G100N or equivalent can be used to replace the drain gravel column. When applicable, it should be placed to the full depth of the foundation wall with a minimum overlap of 12 inches and be hydraulically connected to the drain pipe. A dampproofing coating composed of a bituminous coating, or 3 pounds per square yard of acrylic modified cement, or 1/8 -inch coating of surface - bonding mortar in compliance with ASTM C887, should be applied to the under -grade portion of the foundation wall. A typical section of wall and drain details is illustrated on Figure 8. PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 17 Attachments: Figure 1 — Vicinity Map Figure 2 — Site and Exploration Plan Figure 3 — USCS Chart Figures 4 to 6 — Test Pit and Test Hole Logs Figure 7 — Design Lateral Soil Pressures Figure 8 — Typical Wall and Drain Details Respectfully submitted, PIONEER EN. INEERING, INC. /o7'Zoo6 TIMES 2/29/ d 6 Joseph Consulting Geotechnical Engineer PIONEER ENGINEERING, INC. PIONEER ENGINEERING, INC. Geoiechnical Engineering Earth Science • Water Resources 0 ml PROJ. NO. G619 0.2 L DATE 6/1/06 0.4 VICINITY MAP JACKSON SHORT PLAT 147XX - 56TH AVENUE SOUTH TUKWILA, WASHINGTON FIGURE 1 PIONEER ENGINEERING, INC. Geotechnical Engineering • Earth Science • Water Resources SITE AND EXPLORATION PLAN JACKSON SHORT PLAT 147XX — 56TH AVENUE SOUTH TUKWILA, WASHINGTON PROJ. NO. G619 r DATE 6/1/06 FIGURE 2 1 UNIFIED SOIL CLASSIFICATION SYSTEM MAIN DIVISIONS GROUP SYMBOL GROUP NAME COARSE - GRAINED SOILS MORE THAN 50% RETAINED ON THE NO. 200 SIEVE GRAVEL MORE THAN 50% OF COARSE FRACTION RETAINED ON THE NO.4 SIEVE CLEAN GRAVEL GW WELL - GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY - GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL SAND MORE THAN 50% OF COARSE FRACTION PASSING PASSING NO. 4 SIEVE CLEAN SAND SW WELL- GRADED SAND, FINE TO COARSE SAND SP POORLY- GRADED SAND SAND WITH FINES SM SILTY SAND SC CLAYEY SAND FINE- GRAINED SOILS MORE THAN 50% PASSING THE NO 200 SIEVE SILT AND CLAY LIQUID LIMIT LESS THAN 50% INORGANIC ML SILT, SANDY SILT CL LEAN CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY LIQUID LIMIT 50% OR MORE INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC OH ORGANIC SILT, ORGANIC CLAY HIGHLY ORGANIC SOILS PT PEAT NOTE: SOIL MOISTURE INDICATORS: 1. FIELD CLASSIFICATION BASED ON VISUAL EXAMINATION DRY - ABSENCE OF MOISTURE, DUSTY, DRY TO OF SOIL IN GENERAL ACCORDANCE WITH ASTM D2488. THE TOUCH. 2. SOIL CLASSIFICATION USING LABORATORY TESTS IS SLIGHTLY MOIST - TRACE MOISTURE, NOT DUSTY. BASED ON ASTM D2487. MOIST - DAMP, BUT NO VISUAL WATER. 3. DESCRIPTIONS OF SOIL DENSITY OR CONSISTENCY ARE VERY MOIST - VERY DAMP, MOISTURE FELT TO BASED ON INTERPRETATION OF BLOW -COUNT DATA, THE TOUCH. VISUAL APPEARANCE OF SOILS, AND /OR TEST DATA. WET - VISUAL FREE WATER OR SATURATED, USUALLY SOIL IS OBTAINED FROM BELOW WATER TABLE. PIONEER ENGINEERING, INC. Geotechnical Engineering Earth Science • Water Resources USCS CHART JACKSON SHORT PLAT 147XX - 56TH AVENUE SOUTH TUKWILA, WASHINGTON PROJ. NO. G619 DATE 6/1/06 FIGURE 3 TEST PIT NO. TP -1 Logged By: JW Date: 5/31/06 Ground Elev. 228.0' ± Depth ft. USCS Soil Description Sample (N) W Other Test Type No. Blows/ ft. _ _ _ __gravel, SM _ _ SM _ SM Brown, silty, medium SAND, concrete rubble, coarse to fine slightly_ moist, loose._ (FILL) _ _ _ Tan - brown, silty, fine SAND, trace organics, moist, loose. _ (RELIC TOPSOIL) _ _ -_ _ -_ -_ -_ -_ -_ _ -_ Brown, silty, medium SAND, trace orange staining, some coarse gravel, occasional cobble, moist, medium - dense. (weathered VASHON TILL) - _ f Light - brown, silty, medium SAND, some coarse to fine gravel, some cobble, cemented, moist, dense. (fresh VASHON TILL) B B 1 2 __ _ 10 Test pit terminated @ 10 ft; no groundwater seepage encountered excavation. TEST PIT NO. TP -2 Logged By JW Date: 5/31/06 Ground Elev 220.0' ± Depth ":S Sample (N) Blows/ ft W rtther Tesi t it USt Sod Description Type No. J Gray silt chunks, concrete rubble. brown silty sand, coarse gravel, slightly moist_ loose. (FILL) SM SM -_ _ SM Tan - brown, silty, fine SAND, trace organics, moist, loose. _ (RELIC _ TOP_SO_IL) _ Brown, silty, medium SAND, trace orange staining, some coarse gravel, occasional cobble, moist, medium - dense. _(w_eathered_VA_SHONTIL_L)_ _ -_-_ -_ _ _ -_ _ -_ Light - brown, silty, medium SAND, some coarse gravel, some cobble, cemented, moist, dense. (fresh VASHON TILL) B B 1 2 10 — Test pit terminated @ 9.5 ft; no groundwater seepage encountered excavation. LEGEND: SS - 2" O.D. Split -Spoon Sample GROUNDWATER: ST - 3" O.D. Shelby -Tube Sample Water Level B - Bulk Sample Seal fl Observation Well Tip PIONEER ENGINEERING, INC. Geotechnical Engineering • Earth Science Water Resources TEST PIT LOGS JACKSON SHORT PLAT 147XX - 56TH AVENUE SOUTH TUKWILA, WASHINGTON PROJ. NO. G619 DATE 6/1/06 FIGURE 4 TEST PIT NO. TP -3 Logged By: JW Date: 5/31/06 Ground Elev. 226.0' ± Depth ft. USCS Soil Description Sample (N) Blows/ ft. W % Other Test Type No. _ _ _ _ _ SM _ _ SM Brown silty sand, concrete rubble, rusty steel, wood fragments, moist, loose. (FILL) Brown, silty, medium SAND, trace orange staining, some - coarse gravel, occasional cobble, moist, medium - dense. (weatheredVA_ VASHON TILL) I_ _ _ _ _ _ _ Light - brown, silty, medium SAND, some coarse gravel, some cobble, cemented, moist, dense. (fresh VASHON TILL) B 1 10 _ Test pit terminated @ 9 ft; no groundwater seepage encountered excavation. TEST PIT NO. TP -4 Logged By: JW Date: 5/31/06 Ground Elev. 224.0' ± Depth Sample (N) W Other Test FI USCS Soil Description Type No Blows/ Plastic bags, concrete rubble, brown silty sand. rusty steel, slightly moist, loose. (FILL) — � 10 - SM - _ - _ SM Brown, silty, medium SAND, trace orange staining, some coarse gravel, occasional cobble, moist, medium - dense. _ (weathered VASHON TILL) _._.___.___ - - Light - brown, silty, medium SAND, some coarse gravel, some cobble, cemented, moist, dense. (fresh VASHON TILL) Test pit terminated @ 9.5 ft; no groundwater seepage encountered excavation. LEGEND: SS . 2" O.D. Split -Spoon Sample GROUNDWATER: ST - 3" O.D. Shelby -Tube Sample Water Level B - Bulk Sample Seal Observation Well Tip PIONEER ENGINEERING, INC. Geotechnical Engineering Earth Science • Water Resources TEST PIT LOGS JACKSON SHORT PLAT 147XX - 56TH AVENUE SOUTH TUKWILA, WASHINGTON PROJ NO. G619 DATE 6/1 /06 FIGURE 5 TEST PIT NO. TP -5 Logged By: JW Date: 5/31/06 Ground Elev. 213.0' t Depth ft. USCS Sample (N) Blows/ • ft. W Other Test Soil Description Type No. — — SM _ SM Concrete rubble, stumps, organic soils, moist, loose. (FILL) Brown, silty, medium SAND, trace orange staining, some coarse gravel, occasional cobble, moist, medium - dense. — _(w_eathered_VA_SH_ON_TIL_L)_ _ Light - brown, silty, medium SAND, some coarse gravel, some cobble, cemented, moist, dense. (fresh VASHON TILL) 10 Test pit terminated © 9 ft; light groundwater seepage encountered @ 4 ft during excavation. TEST HOLE NO. TH -1 Logged By: JW Date: 5/31/06 Ground Elev 223.0' ± Depth ft USCS Soil Description Sample (N) W `io T Other Test Type Ni: Blows/ f1 Plastic bags. concrete rubble, brown silty sand, rusty steel, slightly moist, loose. (FILL) _ SM _ _ SM Brown, silty, medium SAND, trace orange staining, some coarse gravel, occasional cobble, moist, medium - dense. _(weathered VASHON TILL)_ _ _ - _ _ _ _ _ _/ Light - brown, silty, medium SAND, some coarse gravel, some cobble, cemented, moist, dense. (fresh VASHON TILL) f 10 Test pit terminated © 6.5 ft; no groundwater seepage encountered when digging. LEGEND: SS - 2" O.D. Split -Spoon Sample GROUNDWATER: ST • 3" O.D. Shelby -Tube Sample Water Level B - Bulk Sample Seal Observation Well Tip PIONEER ENGINEERING, INC. Geotechnical Engineering • Earth Science • Water Resources TEST PIT AND TEST HOLE LOGS JACKSON SHORT PLAT 147XX - 56TH AVENUE SOUTH TUKWILA, WASHINGTON PROD. NO. G619 DATE 6/1/06 FIGURE 6 H D EXIST. GRADE 300D PSF • PIONEER ENGINEERING, INC. Geotechnical Engineering Earth Science Water Resources 35(H +D) PSF 1 Not to Scale PROJ. NO. G619 t� FINISH GRADE Il1E1I 1pllE1ll Notes: 1. The active soil pressure should act on one pile- spacing above the excavation line, and one pile- diameter below. 2. The passive soil pressure should act on one pile spacing or two pile - diameters, whichever is less. 3. One half of the active soil pressure may be used for designing the shotcrete lagging to account for the soil arching effect. 4. Soil strength of the top 3 feet should be neglected for the presence of random fill. DESIGN LATERAL SOIL PRESSURES JACKSON SHORT PLAT 147XX - 56TH AVENUE SOUTH TUKWILA, WASHINGTON DATE 6/1/06 FIGURE 7 18" Max. Relatively Impermeable On -Site Soils Slope to Drain Non -Woven Filter Fabric 2 " -3/4" Washed Rock 4 - inch Dia. Min., Perforated or Slotted Drain Pipe with Positive Gradient to Discharge aim me Not to Scale Foundation Wall Compacted Structural Fill irn n4, Miradrain G100N or Equivalent Bituminous or Polymer Waterproof Coating Styrofoam (Where Applicable) i— Slab ii,ly!ill i1.1nti Capillary Break 6 -mil Min Plastic Membrane N otes 1 Structural fill should consist of clean, granular soils with individual particles no larger than 4 inches in size, and contain no organic and other deleterious substances. 2. Structural fill should be placed in lifts no more than 10 inches thick in loose state, and be compacted within 1 percent of its optimal moisture content to attain the maximum dry density determined by ASTM 01557 (Modified Proctor Method). 3 The top 2 feet of structural fill should be compacted to at least 95 percent of its optimal dry density, and 90 percent for the remaining. 4. The drain pipe should be rigid PVC pipe with perforation holes or slotted ADS pipe. 5. The capillary break should consist of a minimum 4 -inch -thick layer of free - draining 7/8 -inch crushed rock containing no more than 3 percent by weight passing the No. 200 sieve. A 6-mil plastic membrane should be placed over the capillary break as a vapor retarder. 6. The dampproofing coating should consist of 3 pounds per square yard of acrylic modified cement, 1/8 inch coat of surface- bonding mortar in compliance with ASTM C 887. PIONEER ENGINEERING, INC. Geotechnical Engineering • Earth Science Water Resources TYPICAL WALL AND DRAIN DETAILS JACKSON SHORT PLAT 147XX - 56TH AVENUE SOUTH TUKWILA, WASHINGTON PROJ. NO. G619 DATE 6/1/06 FIGURE 8 April 23, 2007 Dear Mr. Harkovich, Sincerely arshall hnician encl File No. D07 -031 Jonathan Harkovich 1201 Monster Rd SW, Ste 320 Renton WA 98057 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 Development Permit Application Number D07 -031 Pitzer Homes, Lot 3 —14727 56 Av S This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. 644 P:Vennifer\Correction Letters U2007\D07 -031 Correction Ur #2.DOC jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: April 20, 2007 Project Name: Pitzer Homes, Lot 3 Permit #: D07 -031 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 floor plan and elevation designs show a house constructed on a level lot In The engineers design and calculations are for a minimal sized foundation and maximum crawl space shown at 48 inch maximum height The civil engineered site plan indicates a lot sloping in excess of 12 feet from the front of the house to the back. In addition the civil site plan indicates the house cut into the lot at the garage approximately mid depth where there would still be an additional 8 feet > of fill or where foundation wall height exceeds engineers calculation and design. This would also indicate the garage may set approximately 4-5 feet below finish grade where a foundation retaining wall would be required. Please provide a revised plan to show building elevations, footings, foundation walls (stepped walls) with height dimensions where the house design shall be consistent with site conditions. Provide engineer design and calculations that meet design criteria for the site conditions and that are consistent with the Geotechnical Engineering provided. 2. In addition to item 1) the engineer shall provide structural fill recommendations and indicate type of inspections required. 3. The lower portion of the lot below the house most likely will need some kind of retaining wall. Retaining walls shall be engineered. Provide engineered design and calculations for installation of any retaining wall that exceed 48 inches in height and that exceed the surcharge of 2:1 slopes. 4. The latest plan submitted has too many design organizations providing structural details that are not consistent with each other. Plans shall be provided by the architect and the engineer on record. Please provide only those sheets that are consistent with the engineer calculations and the design architect 5. The floor plan shows stair treads at 9 %Z ". The stair detail on sheet (3) indicates the correct code requirements. Please revise the plan to show consistency with the current building codes. Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. March 26, 2007 Jonathan Harkovich 1201 Monster Rd SW, Ste 320 Renton WA 98057 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -031 Pitzer Homes, Lot 3 —14727 56 Av S Dear Mr. Harkovich, Steven M Mullet, Mayor This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted throujh the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Yet ifer e''tT encl File No. D07 -031 arshall "3419k chnician P:Uennife?Correction Letters \2007007-031 Correction Ltr #1.DOC jem 6300 Southcenter Boulevard, Suite 1/100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: February 9, 2007 Project Name: Pfizer Homes, Lot 3 Permit #: D07 -031 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Engineered plans (structural plan sheets) shall be original wet stamped and signed by the engineer. Please provide two sets of the "engineered plans sheets ", wet stamped and signed by the engineer. Should there be questions conceming the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. pro vac clean service watterson excavating Job Location t..-. Clean Service and lob-Sca 6622.- ii2TH STREET E., PUYALLUP, WASHINGTON 98373 (253)4354328 - (208) 7 67-261a - FAX (253) '435 MAINLINE ' SINK ',"" 0 LAUISIDRY'. ' ' .• . 0 PUMP .FiEFAIR . ' . '4::1 STORM . TUB ' . ' ,' : `' ,0 CAMERA . , :,"; ' -. 0 SERVICE CALL ' `.' ''' OE.T. TOILET - r ' O PLUMBING ' ' .' t) OIL/WATER SEF? .' 0' D/C Charge Travel To Sho. Total SZ NET 10 DAYS. 11/4% PER MONTH DELINQUENCY CHANGE Ohl ZIA QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 $23.50 10 -1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 • $49.25 for 1" 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001- 200,000 $269.75 for 1 b 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1" 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. PROJECT NAME ( - PERMIT # 0 3 L C<5. 14121- 56,/A rive. S. ) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: General Erosion prevention Water Sewer Storm water . Road/Parking /Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A_ 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. GRADING Plan Review and Permit Fees Enter total excavation volume $ 0 Enter total fill volume SO Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 �-' BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 1 bod7O / $ Z 25 o! cubic yards cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. $250 (1) (4) (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION g fir (1 +4 +5) $ Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charger °(' J b O Total Plan Review Fee. ��� CITY OF TUIMIILP JUL. 2 6 2006 PERMIT CENTER QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 — 1,000 $37.00 for 1' 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1" 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1" 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Last Revised Jan. 2006 2 $ 225 412 (6) 5 $ '� 3 (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2006 - 12.31.2006 Total Fee 0.75 $600 $4648 $5248 1 $1100 $11620 $12720 1.5 $2400 $23240 $25640 2 $2800 $37184 $39984 3 $4400 $74368 $78768 4 $7800 $116200 $131790 6 $12500 $232400 $244900 C. D. E. Approved 09.25.02 Last Revised Jan. 2006 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) 4O o Water Meter — Permanent* Water Meter — Water only* Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. ityarriii•ll -Water D. Special Connection (TMC Title 14) E. Duwamish F. Transportation Mitigation G. Other Fees Total A through E 3 $ Temporary Meter 0.75" 2.5" $300 $1,000 $ e000 (950!SME,ctr) $ 000 $ $ l2 8c.'( e $ s2 44. C,45C ,41,, C cje' ,411.1.tokoce 96 DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 1 Total A through G $ -7 $ 2.. — (10) ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. (9) Applicant: PITZER HOMES, LOT 3 City o..'Tukwila �. Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -433 -0179 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us WATER METER INFORMATION Parcel No.: 1157200178 Permit Number: D07 -031 Address: 14727 56 AV S TUKW Issue Date: 06/05/2007 Suite No: Permit Expires On: 12/02/2007 DESCRIPTION OF WORK: CONSTRUCTION OF NEW 2010 SF SFR WITH 414 SF ATTACHED GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, WATER MEIER W /SERVICE LINE, SANITARY SIDE SEWER, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204a07 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $5,297.00 $0.00 $0.00 TOTAL WATER FEES: $5,897.00 doc: WTRMTR D07 -031 Printed: 06-05 -2007 DEPART ENTS: C' Bui •( g I vision Public Works 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -031 DATE: 05 -03 -07 PROJECT NAME: PITZER HOMES - LOT 3 SITE ADDRESS: 14727 56 AV S Original Plan Submittal X Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued APPROVALS OR CORRECTIONS: Fire Prevention Structural Planning Division n Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -08 -07 Complete Incomplete n Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS RO TING: Please Route Din Structural Review Required El No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 06 -05 -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: ACTIVITY NUMBER: D07 -031 DATE: 04 -12 -07 PROJECT NAME: PITZER HOMES, LOT 3 SITE ADDRESS: 14727 56 AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: l I' Buil • i g Divis on Public Works Complete Comments: APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY � PLAN REVIEW /ROUTING SLIP C 1 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROUTING: Please Route M Structural Review Required REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator DUE DATE: 04-1 7-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 05-15-07 Approved C Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D07 -031 DATE: 02 -02 -07 PROJECT NAME: PITZER HOMES, LOT 3 SITE ADDRESS: 14727 56 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ti9o'! Bui ► in gD�si n PuOia G 401 Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP s+� 4vG 2-t 1'7 Fire Prevention Vi Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROUTING: Please Route Ef Structural Review Required REVIEWER'S INITIALS: Approved with Conditions M 4W- 3.23 , Planning Division ❑ Permit Coordinator DUE DATE: 02 -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: No further Review Required DATE: DUE DATE: 03-06-07 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg] Fire ❑ Ping ❑ PW ❑ Staff Initials: J tiv'-' Documents routing slip.doc 2 -28-02 ��!! 04 —Z3 — ' 07 1Z : 34 rtlUC1- publlcworxs /aca LIdb461613135 1 rnrtw luwt r - •t r o SEPP City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: jutp : //www.ci•tukwila.wa.us i RE' SION. SUBMITTAL .. . Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 05A///7 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 Plan Checic/Permft Number: D07 -031 ❑ Revision # after Permit is Issued CM/ MAY 0 4 2001 ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Pitzer Homes, Lot 3 Steven Al. Mullet, Mayor Steve Lancaster, Director PER` 1T CENTER Project Address: 14727 56 AY S Contact Person:( l /1• �i - ,tr/Gee/ Phone Number: 253 - 3/5"-3i:b Summary of Revision: 777 '*/i' s 7 77, ' 7 "WA/ C� /00 e P JVS P /*-1 /, Nss, i 07• /ll,�r / / Sheet Number(s): y "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: h 444 Entered in Permits Plus on 6 4'01 a applications\forms- applications on iine\revision submittal Created: 8 -13 -2004 Date: d /2 07 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: D07 -031 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Pitzer Homes, Lot 3 Project Address: 14727 56 Av S ,�,, ��"� ''/ Contact Person: (4;0991/ 1/ /. ,-,4v�//GF� Phone Number: Z53- 3/5 3/76 Summary of Revision: 4 //fi f v5 (ye /4 e . /9a6//1 W#A4 s.O / 7/41 77- 7. 3 1 15 Sheet Number(s): (p / 54t" �/5 "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 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director RECENED env OF Tuicwn.A APR 12 2007 :PE.RM T t:Ei • a: License Information License PITZEHI978Q4 Licensee Name PITZER HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602313880 Ind. Ins. Account Id #2 Business Type CORPORATION Address 1 46533 284TH AVE SE Address 2 City ENUMCLAW County KING State WA Zip 98022 Phone 2536329159 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/24/2003 Expiration Date 11/24/2007 Suspend Date Separation Date Parent Company Previous License PITZECC993R6 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date PITZER, JAMES M PRESIDENT 11/24/2003 Bond Amount Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #2 DEVELOPERS SURETY & INDEM CO 544074C 11/05/2004 Until Cancelled $12,000.00 10/20/2004 CUMBERLAND Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Page 1 of 2 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= PITZEHI978Q4 06/05/2007 legal description jackson family trust baseline engineering approved key notes curve data general notes private road section a-a general notes plan foundation reinforcing steel basic mechanical designs unlimited FRAMING 4 FOUNDATION DIMENSION FINISH PER ELEVATION 0/ 15 LB. BLDG. PAPER OR AIR INFILTRATION BARRIER 0/ SHEATHING PER PLAN Z- FLASHING WOOD TRIM OPTI (I) #4 BAR y CONT. TOP z i3 I m DIMENSION TIbHTL1NE II I 1� STORM DRAT IF REQUIRED�I I ---I ti 4" PERF. FDN. ORAIN cQ 2X6 PRESSURE TREATED SILL PLAN W/ 1/2" DIAMETER ANCHOR BOLTS AT 4 D.G. AND 12" MAX. FROM ENDS, OR PER SHEARWALL SCHEDULE; 7 MIN. EMBEDMENT 3/4" 1 - 4 6 PLYWOOD SUBFLR. EXT GLUED AND NAILED. 2X FLOOR .JOIST OR T.J.I.'S PER PLANS _ R -30 BATT. INSULATIO (I) *4 BAR CONT. TOP 6 MIL BLACK V.B. . - ' FRAMING AND FOUNDATION FINISH PER ELEVATION 0/ 15 LB. BLDG. PAPER OR AIR INFILTRATION BARRIER 0/ SHEATHING PER PLANS Z- FLASHINE. WOOD TRIM OPTIONAL z I (I) #4 BAR I CONT. TOP TIGHTLINE 71 T C I I 1 STORM DRAIN I_ IF REQUIRED no, 111= m `I n 4" PE FDN. DRAIN rrrrrrrrrr 2X FLOOR JST OR T.J.I.'S PER PLANS 2X6 PRESSURE TREATED ILL I I PLATE IN/ 1/2" DIAMETER ANCHOR BOLTS AT 4 O.G. AND 12" MAX. FROM END oR z PER SHEARWALL SCHEDULE; 7" MIN. EMBEDMENT J HOOK BAR PER IRO 405.1.5 — 6 MIL. BLACK VAPOR BARRIER 8" FDN. WALL 2X6 STUDS m I6" 0,0. R -2I BATr. INSULATION R -30 BATT INSULATION 3/4" T46 PLYWOOD SUBFLOOR BLUED AND NAILED i t i i t l i � I � (23 CONT. BOT. SCALE 1 I = l'-o" 2X5 STUDS AT 16" O.G 5/8" TYPE 'X' &AB. a ALL COMMON LIVING WALLS. R -21 BATT. INSULATION FAGS STAPLED. ��Q4pQO� D 0 0 0 0 n o f D o„Q II I �I II 4" CONC. SLAB O/ 6 MIL. VAPOR BARRIER 0/ 4" GRANULAR FILL .i4 d RADE J HOOK BAR FM IRO 4051 c0 (2) #4 CONT. BOTTOM 4 11 8 11 4 11 I 11 = I I o " HOUSE /GARAGE FDiv. 2X4 STUDS AT 15" O.G. 2X4 PRESSURE TREATED SILL PLATE W/ 1/2" DIAMET ER ANCHOR BOLTS AT 4 O.G. AND I2" MAX. PROM ENDS, OR PER SHEARWALL SCHEDULE; 7" MIN. EMBEDMENT 4" GONG. SLAB 0/ 6 MIL. VAPOR BARRIER 0/ 4" GRANULAR FILL PM IRO 403.13 (2) *4 CONT. BOTTOM ONE STORY 44 " 4 as TWO STORY SCALE : I " = I I -0 11 `5) TYPICAL GARAGE 97N. FRAMING AND FOUNT. ATION DIMENSION FINISH PER ELEVATION 0/ 15 LB. BLDG PAPER. OR AIR INFILTRATION BARRIER. 0/ SHEATHING PER PLAN WATERPROOF MEMBRANE 4" GONG. SLAB STUB OUT *4 a>i I8" O.G. it (I) #4 CONT. T p ...1 HOOK BAR 9 PER IRO 405.13 Z_ �-s O K 4" PERP. PPM DRAIN FRAMING 4 FOUNDATION DIMENSION 4" BRICK VENEER 0/ IS LB. BLDG. PAPER OR AIR INFILTRATION BARRIER 0/ SHEATHING PER PLANS CORJRUSATED METAL TIES AT 16" D.G.. EACH WAY OVER FRAMING AND FOUNDATION WALL z I SOLID GROUT BELOW PLASHING LINE OF T.O. SLAB a PORCH ZD y (2) #4 BAR CONT. TOP 6� TIGHT LINE STORM DRAIN IF REQUIRED 4" PER . FP . DRAIN —I I FOUNDATION DIMENSION 1 , 6" e ll e i t ' \ l f FOR sLAE3/Fr7N. I1 - III 6 MIL VAPOR BARRIER-- 4" G.M.U. METAL POST BASE P544 as 4X4 POST PB46 4X6 POST FOOTING INSPECTION (RE: Geotech report prepared (engineered) rhis sit .) fill shall Over excavation requiring structural 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 insp repOr prepared and signed by the Geotech engineer. Geotech report shall verify that at soil s s c nd including compacted fill shall satisfy p d for footing/foundation construction. Geot entrin re o rt shall be .resented to the buildin_ ins•ector at time of footin ins eQ_ction. _ I -II I I (3) #4 BARS l CONTINUOUS CAM ISOLATED FT6. 7IM. EA. WAY g 2 1_ 0 11 ISOLATED 1=T6 � 0 2X6 STUDS aQ 16" D.G. � R -2 I GATT. INSULATION rifitiVAWUWAVI _ 2X PLR. JSTS OR T.J.I.'S PER PLANS R -30 BAIT. INSULATION T4b PLYWOOD SUBPLOOR EXT, GLUED AND NAILED 2X6 PRESSURE S�AA SILL PLATE W/ I/2 DIAMETER ANCHOR BOLTS AT 4 O.G. AND 12" MAX. FROM ENDS, OR PER SHEARWALL SCHEDULE; 7" MIN. EMBEDMENT 6 MIL, BLACK V.B. d *4 CONT. BOTTOM SCALE : 1" = 1 1On • 2X6 STUDS a 16" O.G. :01 R -2I MATT. INSULATION R -30 BAIT INSULATION �. 5/4" T46 PLYWOOD ` I SUB FLOOR EXT. � GLUED AND NAILED T%*tMtRtN 1 I I I 1 • A s 2X FLR, JSTS OR T.J.1. PER PLANS • L 5/4" 1 PLYWOOD SUBFLOOR EXT. GUM, AND NAILED R -Ia BATT. INSULATION MIN. 2X6 PRESSURE TREATED SI PLATE W/ 1/2" DIAMETER. ANCHOR BOLTS AT 4 D.G. AND 12" MAX. FROM ENDS, OR PER HCARk AL.L SCHEDULE; 7" MIN. EMBEDMENT Z 6 MIL BLACK VB. .� J I-100K BAR IRO 403.1.3 () #4 GOVT. BOTTOM A/4"010, 8 11 4 11 C4) GARAGE FI:71\1/3RIGK VENEER LocKINe 2X SOLID 2X FLOOR J.i 5 P� I BE PER PLANS OR METAL POST TO BEAM CONNECTOR PG44 0 4X4 POST PC-4-6 • 4X6 POST POST PR PLANS SCALE : I" ^_ 1 BUILDING PAPER TO BE KRAFT I'VATERFROOF OR EQUAL z O I NOT TO SCALE GONTINUOUS FOOTING I Ec, FOUNDATION NOTES WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2. ALL FOOTINGS TO HAVE A MINIMUM DEPTH OF I8" BELOW FINISHED GRADE. STEP FOUNDATIONS PER SITE CONDITIONS 4. ALL CONCRETE FOOTINGS TO REST ON FIRM UNDISTURBED EARTH WITH MINIMUM 2,000 PSF BEARING PRESSURE (REFER TO SOILS REPORT WHEN REQUIRED). 5 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO EARTH OR WEATHER TO BE PRESSURE TREATED. 6. VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. PROVIDE TEMPORARY BRAGIN6 AS REQUIRED. UNTIL ALL PERMANENT CONNECTIONS AND STIFFENING HAVE BEEN INSTALLED 8. PROVIDE DOUBLE LVL/JOIST OR BLOCKING AT PARTITIONS ABOVE. PROVIDE I5 "x7" FOUNDATION VENTS WITH 1/4" CORROSION RESISTANT WIRE MESH AS REQUIRED PER CODE. IO. • DENOTES BEARING POINT IN 2X4 PONY WALL, PROVIDE MIN. (2) 2x4 STUDS a INDICATED POINT UNLESS NOTED OTHERWISE. II. CRAWL SPAGE TO BE A MINIMUM OF I8" BELOW FLOOR JOIST AND 12" BELOW BEAMS OR (GIRDERS WITH MIN. 6 MIL BLACK VAPOR BARRIER GROUND COVER LAPPED I2" AT SEAMS AND EXTENDED UP FOUNDATION WALL TO SILL. PLATE TYPICAL. 12. ALL BEAMS TO BE 4x10 *DP (SEE SHEET I FOR LUMBER STRENITH VALUES). UNLESS NOTED OTHERWISE. 15. ALL POSTS TO BE 4x4 (4x5 AT BEAM SPLICES) rrPIGAL UNLESS NOTED OTHERWISE. TYP e& ISOLATED BEAM RUNS. 14. ALL ISOLATED SPREAD FOOTINGS TO BE 24 "X24 "x10" THICK WITH (2) *4 BARS BOTTOM EACH WAY, UNLESS NOTED OTHERWISE. I. FOUNDATION ANCHOR BOLTS REQUIRE A MINIMUM OF 3 "x3 "x1 /4" PLATE I"ASHERS. I R602.11.1 I. ALL REINFORCEMENT MUST BE TIED IN PLACE FOR FOUNDATION INSPECTION. RIOQ.I.I. FOO .� 24" DIAMETER X IO" THICK CONCRETE FooTINI WITH (2) *4 1:P4RS EACH WAY. 30" DIAMETER X 12 THICK GONGRI:.TE FOOTING WITH (5) *4 BARS EACH WAY. 24 "x8" THICK CONTINUOUS GONG. FOOTING WITH (3) *4 BARS. NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1 /2" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) O ►n rl•1111■ww _IIMEM l■rlrr_ Miw wa■rmii I X 11 11 4" GONG., LAB WITH 6x6 #IO r4.M.M. OVER 6 1 1 L V.B. OVER 4" uRA L FILL. 5 OPE 4" TO O.H. DOOR AB /Oil GRADE STONE WALE VENESR, TIP. / 4' 2' -I 1/2" 7, D Air caH FO NATION VENT GALLS. 531 S ID5 / I 5.6 5. . ISO = 5.6 S.F. FDN. VENT R EQD. x .15 = .547 S.F. PER VENT / .541 = 10 FDN. VENTS RECD. NOTE: REFER TO " S " SHEETS FOR 33ULLET PETALS 28' -0" 6'. -0 "x 5 GONG. SLAB - SLOPE AWAY FROM BLDG STUB -OUT *4 REBAR a� 15" O.G., TYPICAL dm. MIN 5x SIL PLATE REQ'D PER SHEAR WALL SCHEDULE. SEE SHEET S-I 20 1 -0 11 28' --0" I /4" s I'-O" RECEIVED MAY 04' 20011 003 DRAFTER: A.GAYE DATE: 05/18/04 FILE #: 041017 PROJ #: 04I017 MAIN FLOOR 824 S.F. 1,166 S.F. FLOOR TOT FINISHED AREA 2plo S.F. 6 6E 414 S.F. z I I CV z I O CY I Z 10" MIN. TREAD Ii '111 !� .lill� 1 / TYP. INTERIOR STAIR I 1/2" MIN_ CONT. HANDRAIL NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE A MAXIMUM OF= 4" CLEAR: SUCH THAT A SPHERE OF 4" DIAMETER SHALL NOT PASS THROUGH ANY OPENING. BALUSTERS TO CONFORM TO IRC SEC. RSII.5 A -34 FRAMING ANCHOR \ 2X4 THRUST BLOCK 2 LAYERS 5/8" TYPE "X" GYP. BD. BELOW STAIRS (5) 2XI2 STRINGERS FIRE BLOCKING ® MID -SPAN 4 0 WALL ALONG STRINGER BETWEEN S1'JP AND AT TOP AND BOTTOM or STAIRS NOT TO SCALE MAIN FLOOR FRAMING NOTES I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. PLATE HEIGHT 1 This FLOOR U.N.O. 3. ALL HEADERS TO BE 4x10. D.F. #2 UNLL S5 OTHERWISE NOTED, CHECK PLAN. EQUIVALENT PARALLAM BEAM MAY SE SUBSTITUTED IN PLACE OF BEAMS 3 HDRS. 4. BOTTOM OF HEADERS TO BE 6' -8" THIS FLOOR UNLESS NOTED OTHERWISE. 5. ALL EXTERIOR WALLS 2x6 WITH R -2I INSULATION U.N.O. b. ALL FRAME NAILING TO SATISFY CHAPTER 6 IRE ISLOCK ALL PLYWOOD EDGES. ALL. EXTERIOR SHEATHING NAILED WITH IOd AT 6° O.G. (EDGE) AND 12" O.G. (FIELD), UNLESS NOTED OTHERWISE, TYPICAL. 1. PROVIDE DOUBLE JOISTS OR BLOCKING WHERE PARTITIONS OCCUR ABOVE. 8. PROVIDE SOLID BLOCKING OVER SUPPORTS. Q. FIRE BLOCKING AT ALL PLUMBING PENETRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/8" TYPE "X" GYPSUM BOARD. II. • DENOTES SOLID BEARING UNDER CONCENTRATED LOADS USE (2) 2x6 AT 6" WALLS USE (2) 2x4 AT 4" WALLS UNLESS NOTED OTHERWISE. 12. FINISH ALL CEILINGS WITH 5/8" GYPSUM BOARD. 13. AT GARAGE USE 5/8" TYPE "X" GYP. BD. AT ALL. COMMON WALLS, ALL CEILING AND ALL EXPOSED BEAMS. 14. PROVIDE 26 -6AUGE GALVANIZED SHEET METAL FLASHING ABOVE WINDOWS AND DOORS. (TIT.) LAP BUILDING PAPER OVER. 15. HOLD SIDING 6" ABOVE FINISHED GRADE, TYPICAL. 16. WINDOWS SPECIFIED ARE MFGR. SY: SUMMIT OR EQUAL. U x PER SCHEDULE CONTRACTOR TO VERIFY ALL ROUGH OPENINGS. 11. FASTEN MULTI -LAM 2X BEAMS PER I.R.C. STANDARDS, CHAPTER 6, TABLE R602.3(I), TYPICAL 16. HANGERS AT POSITIVE CONNECTIONS TO BE SIMPSON OR EQUAL. 11. CEILING JOISTS To BE 2x6 AT 24" O.G., TYPICAL U.N.O., PLAN SHOWS JOIST DIRECTION. 20. ALL VOIDS TO f3E FIRE/DRAFT BLOCKED PER IRO. SECTION 8602.8. 21. INSTALL WATER HEATER. PER Ig87 NAEGA, SEE SHEET I. PROTECT FROM IMPACT PER 2005 IMO 22. FURNACE TO BE PLACED 15" ABV. FLOOR ON I HOUR FURNACE PLATFORM W/ (2) 5/4" LAYERS PLYWOOD. PROTECT FROM IMPACT PER 2003 IMC. 25. DOOR BETWEEN HOUSE AND GARAGE TO BE 20 MIN RATED, SOLID GORE, TIGHT FITTING, WITH SELF CLOSURE 24. INSTALL DIR. VENT FRPL. PER TERMS OF LISTING AND MFGRS SPECS. PER SECTION RIOOI I.R.G. 25. PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF I I /2" FROM WALL, REFER TO DETAIL I ON SHEET NO. 5. 26. STRAP THE WATER HEATERS AT POINTS WITH IN THE UPPER I/3 AND LOWER I/3 OF ITS VERTICAL DIMENSION. LOWER POINT SHALL BE MINIMUM 4" ABOVE CONTROLS 27. WALLS 111TH GREATER THAN 350 PLP REQUIRE A MINIMUM OF A 3x MEMBER AT ABUTTING PANEL EDGES AND SILL PLATES. FOR WALLS BETWEEN 350 AND 600 PLF, ANCHOR BOLT SPACING HAS BEEN DECREASED BY 1/2 (USE 2x SILL PLATE). PER R405.I.6 I.R.C. 25. =I LOCATIONS OF FLOOR REGISTERS 21. ALL SMOKE DETECTORS TO BE 110 VOLT WITH BATTERY BACKUP, INTERCONNECTED. 3o. TUBS AND SHOWERS: I FIRE BLOCKING BETWEEN STUDS. * LIMIT SHOWER FLOW TO 2.5 6P.M, * WATERPROOF WALL TO WITHIN 10" ABOVE DRAIN INLET. • ALL GLAZING, WITHIN 70" ABOVE DRAIN INLET TO BE SAFETY GLASS. * VAPOR BARRIER BEHIND GYPSUM SD. :w'n' f... rwrr.:Y �cr- ^max:y# s';wo ; '.•<a �I . mo + . DINING 5 1/5" x1" 6L 2 4F -V4 DF/DT 56" ICBO APPROVED DIR. VENT FIREPLACE W/ 20" DEEP RAISED HEARTH. MIN 6 SQ. IN. 0.5. COMB AIR, W/ OPTIONAL T.V. NICHE ABOVE LIVING# PROVIDE 15 "x24" C SPACE A o' \ \ / \\ 1�4u .6'1P � l KITGHN\ Q 1n yD GONI FAN Y.T.O. 5C65 S.GD. W/ 5OI O TRANSOM ASV. 13'-o" GARAGE 15EE NOTE #151 16550 0.1-I.G.D. 57/3"x 11 I /2" GI..B 24F -V4 DF/DF PL nPl nr1.. LINE OF VNALL ABOVE SOFFIT $ INSULATE AT CANTILEVER 16-3" R.O. 20' -0" f / 1,5 1 -11/2" I'--6 1/2" 28' -O" 8060 DBL. VENT SEEN TE #2I SEEN TE #22 STONE VENEER S3 1 SCALE AIN FL / 411 11„ ScUARE 1QQTA E SUMMARY 28' -0" C24 S.F. GARAGE 414 S.F. 9 WHOLE HOUSE ti FAN CONNECT in TO APPROVED 24 HR.. TIMER g'-0"x 6'-3" CONC. SLAB - SLOPE AWAY FROM SW 415 r m ll� 0 In ry 0 0 I of TUKW14A MAY 04' 20071 S !T cENTeR 003 DRAFTERt A.GAYE DATE: O8/18/04 FILE #: 041011 PROJ #: 041011 PRAMING NOTES I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. PLATE HEIGHT 8' -1" THIS FLOOR UNLESS NOTED OTHERWISE. 3. ALL HEADERS TO BE 4x10. D.F. #2 UNLESS OTHERWISE NOTED, CHECK FLAN. EQUIVALENT PARALLAM BEAM MAY BE SUBSTITUTED IN PLACE OF BEAMS 4 HDRS. 4. BOTTOM OF HEADERS TO BE 6' -8" This FLOOR UNLEC NOTED OTHERWISE. 5. ALL EXTERIOR WALLS 2x6 WITH R -2I INSULATION UNLEf NOTED OTHERWISE. 6. ALL FRAME NAILING TO SATISFY SECTIONS R502; R6O2 $ R.502 I.R.G. BLOCK ALL PLYWOOD EDGES AND NAIL WITH IOd AT 6" O.G. TYPICAL ALL EXT. WALLS. "1. PROVIDE DOUBLE ..JOISTS OR BLOCKING WHERE PARTITIONS OCCUR ABOVE. 8. PROVIDE SOLID BLOCKING OVER SUPPORTS. q. FIRE BLOCKING AT ALL PLUMBING PENETRATIONS IO. ALL STORAGE AND SPACES UNDER STAIRCASES TO SE FINISHED WITH 5/8" TYPE "X" GYPSUM BOARD. 11. 11 DENOTES SOLID BEARING UNDER CONCENTRATED LOADS USE (2) 2x6 AT 6" WALLS. USE (2) 2x4 AT 4" WALLS UNLESS NOTED OTHERWISE. 12. FINISH ALL CEILINGS WITH 5/8" &YPWM BOARD. I. AT GARAGE USE 5/8" TYPE "X" GYP. BD. AT ALL COMMON WALLS, ALL CEILING AND ALL EXPOSED BEAMS. 14. FASTEN MULTI -LAM 2X BEAMS PER IRO STANDARDS, CHAPTER 6, TABLE R602.5(1), TYPICAL 15. HANGERS AT POSITIVE CONNECTIONS TO BE SIMPSON OR EQUAL. 16. ALL VOIDS TO BE FIRE/DRAPT BLOCKED FER IRO SECTION 8602.8. I'1. PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF I I /2" FROM WALL, REFER TO DETAIL I ON SHEET NO 3. 15. ®= LOCATIONS OF FLOOR REGISTERS IQ. UPPER FLOOR FRAMING TO SE II WS" TJI/PRO 560 ta I1.2 O.G., TYPICAL UNLESS NOTED OTHERWISE, PLAN SHOWS DIRECTION. SCALE : SOFFIT $ INSULATE AT CANTILEVER RUN HEADER INTO WALL. x SOLID BLOGKIN6 RIM $ MTL STRAP. PL GsI6 -48 FROM S.W. ABOVE PL PL CSI6 -48 FROM ABOVE x IA FL 0 °pT REVIENNED VCR cope COWLIPACF5r.i. EXPPRO Mph 24701 Val IDING DESIGN MEWED €;ITv OF TUKWILA MAY 0 4 20071 ?E.FMT CENTE A DRAFTER: A.GAYE DATE: 08/18/04 FILE #, 0410 PROD *: 04101 UPPER FLOOR FRAMING NOTES I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. PLATE HEIGHT TO BE 8' -I ° THIS FLOOR U.N.O. 3. ALL HEADERS TO BE 4x10 D.F. *2, U.N.O. 4. BOTTOM OF HEADERS TO BE 6' -8" THIS FLOOR UNLESS OTHERWISE NOTED 5. ALL EXTERIOR WALLS 2x6 WITH R -2I INSULATION UNLESS OTHERWISE NOTED 6. ALL FRAME NAILING TO SATISFY CHAPTER 6 IRC BLOCK ALL PLYWOOD EDbES. ALL EXTERIOR SHEATHING NAILED WITH 10d AT 6" O.G. (EDGE) AND 12" O.G. (FIELD), UNLESS NOTED OTHERWISE, TYPICAL. 7. PROVIDE DOUBLE ..JOISTS OR SOLID BLOCKING OVER SUPPORTS. 8. FIRE BLOCKING AT ALL PLUMBING PENETRATIONS. q. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/8" TYPE "X" GYPSUM BOARD. 10. RI DENOTES SOLID SEARING UNDER CONCENTRATED LOADS. USE (2) 2x4 AT 4" WALLS UNLESS OTHERWISE NOTED. II. FINISH ALL CEILINGS WITH 5/8" GYPSUM BOARD. I. PROVIDE 26 -6AUGE GALVANIZED SHEET METAL FLASHING ABOVE WINDOWS AND DOORS. (TYP.) LAP BUILDING PAPER OVER. 15. WINDOWS SPECIFIED ARE MFGR. BY: SUMMIT OR EQUAL. U = PER SCHEDULE CONTRACTOR TO VERIFY ALL ROUGH OPENING. 14. FASTEN MULTI -LAM 2x BEAMS PER IRG STANDARDS, CHAPTER 6, TYPICAL. 15. CEILING JOISTS TO BE 2x6 AT 24" O.C., TYPICAL U.N.O., PLAN SHOWS JOIST DIRECTION. 16. ALL VOIDS TO BE FIRE/DRAFT BLOCKED PER IRC, SECTION 8602.8. Ii. ALL TUBS AND SHOWERS: * FIRE BLOCKING BETI EEN 511.D5. * LIMIT SHOWER FLOW TO 25 G.P.M. " WATERPROOF WALL TO WITHIN 10" ABOVE DRAIN INLET. I ALL bLAZIN6 WITHIN 10" ABOVE DRAIN INLET TO BE SAFETY GLASS. '. VAPOR BARRIER BEHIND GYP. BD. 18. ALL SMOKE DETECTORS TO BE 110 VOLT WITH BATTERY BACK -UP, INTERCONNECTED. Iq. PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF I I /2" FROM WALL, REFER TO DETAIL I ON SHEET NO, 3 20. WALLS WITH GREATER THAN 550 PLF REQUIRE A MINIMUM OF A 3x MEMBER AT ABUTTING PANEL EDGES AND SILL PLATES. FOR WALLS BETWEEN 550 AND 600 PLF, ANCHOR BOLT SPACINb HAS BEEN DEGREASED BY 1/2 (USE 2x MEMBERS). IRO, TABLE R602.3.1. 21. HANGERS AT POSITIVE CONNECTION TO SE SIMPSON OR EQUAL. 22. t♦I = LOCATION OF FLOOR REGISTERS H.S. HALF WALL FAN V.T.O. 2558 HS PAN FAN V.T.O. a�a�a'ce:.F: rncatT�av'�:.xia�:•r':, v�u'e .�!= - r -.-� R 4 5 2650 FIX1rD (2) 266,8 BI - FOLDS BDRM -4 1 -1l I/8" (2) 2668 131-FOLDS 6 Ii" CARPET 110 () SD 2'--3 1/2" 5 /a (2) 2068 BI -FOLDS E3DRINI-2 BERM -3 9 28'- -O 5 2. 0 O FIXED Qn3 DRAFTER: A.6A'rE DATE: 08/18/04 FILE *: 041011 PROD #: 04104'1 R -36 INSULATION SIMPSON HI SEISMIC (OR EQU) AT EACH TRUSS 2X CEILING JOISTS 0 24" O.G. OR TRUSS PER PLANS) 2X6 STUDS 0 16" O.C. R-2I BATT INSULATION PLATE AT ROOF /PLAT COMP, SHINGLES 0/ 15 L. PELT 0/ 1/2" GDX PLYWOOD 0/ 2x RAFTERS OR TRUSSES 0 24" O.G. INSULATION BAFFLE EXTEND 12" ABV. INSUL. I I /2" al-R. AIRSPACE VENTED 2X BLOCKING W/ TOENAIL PER IRC. R506.I ►� 1 ::: . zHANG , SEE (PLANS app- ao- Lt. 5" CONTINUOUS METAL GUTTER 2X FACIA BOARD FINISH PER ELEVATION 0/ 15 LB. BLDG. PAPER OR AIR INFILTRATION BARRIER 0/ SHEATHING PER PLANS SCALE : I" = ILO" ROOF FRAMING NOTES I. SHADED AREAS DENOTE DUMMY FRAMING OVER ROOF FRAMING BELOW. 2. • DENOTES SOLID BEARING UNDER CONCENTRATED LOADS. $. SEE FLOOR PLANS FOR STRUCTURAL BEAMS AND HEADERS. 4. ALL RAFTERS TO BE: 2x5 HF #2 AT 24" O.G. TYPICAL U.N.Q. 5. ALL TRUSSES TO BE A r 24" O.G. TYPICAL U.N.O. 6. PROVIDE ROOF VENTS PER SEC. R506 IRC. 1. ROOF PITCH TO BE 6:12, TYPICAL UNLESS OTHERWISE NOTED. 5. 15" O.H. TYPICAL 0 EAVES * 6" O.H. TYPICAL 0 GABLE ENDS, RAKES. 1. APPROVED ANCHORS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSS (PER TRUSS MANUF) WHERE APPLICABLE. PROVIDE " SIMPSON" HI I9ZAMIN6 ANCHORS AT EVERY RAFTER/TRUSS AT EACH END AND AT GABLE END TRUSSES. IO. VENTED BLOCKING OVER SUPPORTS. II. CHIMNEY HEIGHT TO BE 2' -0" MIN. ABOVE ANY PORTION OF BUILDING WITHIN IQ' -O" PER IRC SECTION RI001.6 12. BRACING: (STICK FRAMED AREAS ONLY) I (2) 2X4 UP TO 10' LONG. I (2) 2x6 10' TO 14' LONG,. * (3) 2x6 OVER 14' LONG. 13. PLATE HEIGHTS: * MAIN FLOOR 1 --0", TYP. U.N.O. * UPPER FLOOR " -I ", TYP. U.N.O 14. TRUSSES: * CARRY MPGR. STAMP. * DO NOT ALTER WITk7UT BUILDING DEPARTMENT APPROVAL. * INSTALL AND BRACE PER MF&R. SPEC. * NON - BEARING WALL ' SHALL BE HELD DOWN FROM THE TRUSS BOTTOM CHORDS WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC). I. CONTRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT BRACING OR POSTING AND PROVIDE ADEQUATE BEARING TO FOUNDATION. 16. HANGERS AT POSITIVE CONNECTIONS TO BI= SIMPSON OR EQUAL. 11. NAIL ROOF SHEATING W/ 8D COMMON ®6" o.. AT PANEL woes AND AT WALL PLATES BLOCKING AND 012" 0.0 FIELD, TYPICAL PER IRC R602.3.I. ROOF FRMMI N S NOTES * TRUSS ENGINEERING: PER IRC 8802.10.1 TRUSS ENGINEER OF RECORD WHO WILL REVIEW, APPROVE AND NOTE ON THE DOCUMENTS THAT THEY HAVE FOUND TO SE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE ENGINEER- APPROVED DOCUMENTS WILL THEN BE FORWARDED TO THE BUILDING OFFICIAL FOR REVIEW AND APPROVAL 'PRIOR TO FRAMING INSPECTION'. CITY APPROVED DOCUMENTS SHALL BE ON THE JOI3 SITE AT INSr'ECTIONS. TRUSS ENGINEERING SHALL INCLUDE SPECIFIC TRUSS BRACING REQUIREMENTS. SCALE : DS DS• 0 1' -6" 0.H. 'I'F, 24 "O .l'i, 030 ^7F ROOF VENT GALLS H . DR GABLE TO " 5 " SHEETS FOR BULLET DETAILS PRI Y ROOF AREA 1550 .F. / 500 = 4.60 S.F. VENTING RE&'D. 4.60 .F. / 2 = 2.50 S.F. VENTING REQ'D AT ROOF RIDGES. 2.30 - .F. / (.44x.15) = 1 VENTS REQ'D. END :SABLE END RAKE lima IMp GABLE END RAKE 1/4" = ILO" DS 2 0 RECEIVED MN' C1 TUKW1LA MAY 04 2001■ RMAT CENTER DRAFTER: A_GAYE DATE: OS/I6 /o4 PILE *, 041017 PROJ #: 041011 SPACING OF RAILS IN DECKS OR BALCONIES TO BE 5 V2" SUCH THAT A 4". SPHERE HILL NOT PASS THROUGH, TYPICAL ROOF BRACKET, SEE DETAIL ON THIS SHEET NO GUTTER 5'-6"x 5'-0"x 4" CONCRETE SLAB SOFFIT + INSULATE AT CANTILEVER I MAX. OFF 10 r6:121 2050 SKYLlei-n LEFIrt ELEY SCALE, / --C.-OMPOSITION SHINGLES — 1 L_. SCALE STEP DOWN FOOTING •• -• -.• _ • , • - -" Lin L _ FER sITE CONDITIONS L. Niamr LILLY STEP DOWN FOOTING PER SITE CONDITIONS iF 12 - =:=14 •■• Tr.i*rrl• iF 2050 SKYLIGHT -n•-•-•••-■-••••■••• • -___ -__--- ---- ii I A II . 7 - - - - - I I •'1" f 1/4" c ILO" 1 I/4" c I121 16112 1 4: 1 21 J D POS FeR SIMPSON 11 5/8 " 42 ALL— ECC..44 CAP THREAD ROD FOR 4x4 ros (6AL..v.) (r/IF) ECC64 CAP ,, FOR 6x6 POST II 5/8 " c17 BRACE DETAIL MID-POINT OF HIGHEST RIDGE 5'-6").5 5'-0"x 4" COI4CRETE SLAB 11 11 2 1/4" (rm. E.A. era") T.O. PLATE s ty RAIL 4xI4 BEAM 4x4 BRACE 0 T.Q. SUDFLR. (I) 0 MAIN j T.O. PLATE \J RAIL T.Q. «1 51X5FLR. LONER s ts \ = MATH () ."t in MN. GRADE 0 , < cl U) 1 4 1/2" 4X4 CEDAR, TYP. 2X4 CEDAR SCALE: 1"=1'-0" 2 ELEVATION NOTES ROOF BRACKET PROVIDE CONTINUOUS Ivg GUTTERS TYPICAL. 2. PROVIDE ROOF VENTS PER IRC SECTION R506.1 'TYPICAL. T.O. SUBFLOOR 0 MAIN T.O. LATE 3. PROVIDE ISALvANIre; SHEET METAL FLASHING AND COUNTER FLASHING AT ALL ROOF PENETRATIONS INCLUDING CHIMNEYS. 4. REMR TO SECTION RIOOI IRO. FOR CHIMNEY CONSTRUCTION. 5. PROVIDE MATHER-STRIFFING AT ALL DOORS AND WINDOWS. CAULK ALL JOINTS AND PENETRATIONS IN EXTERIOR WALL. 6. BRICK TO BE SUPPORTED BY STEEL LINTELS AND SHALL NOT BEAR ON WOOD FRAMING. - 1. FINISHED EXTERIOR GRADE TO SLOPE AWAY FROM BUILDING AT A SLOPE OF AT LEAST 2% FOR A MINIMUM OF 5 FEET. S. POST APPROVED NUMBERS OR ADDRESS ON THE DWELLING. ADDRESS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE DWELLING. 4:121 12 0- Fill (E) LM■f SCALE FE IL STRAIGHT COLUMN x10 TRIM \\— COMPOSITION SHNGLES—\ CONCRETE SLA 2(750 SKYLIGHT • Orl CONTINUOUS FOOTING S.G. IL— CONTINUOUS MTh. GUTTER. hIT SG. SO . 1/4" II ILO" S.G. S.G. 14.121 REVIEWED FO R CODE COMPLIANCE APPROVED City Of Tukwila B ILDIN DIVISION 12 ROOF BRACKET SHINGLE STYLE SIDING 2x3 SILL kV 1x4 STOOL lx4 TRIM 1x4 CORNER TRIM SOFFIT + INSULATE AT CANTILEVER 6" LAP SIDING MAY 2 4 2007 NO GUTTER E?" MAX. OFF 4x4 P.T. POST, 'TYPICAL RECEIVED CITY Of TUKWILA MAY 0 20071 Ma CENTER 4x4 BRACE, SEE DETAIL THIS SFIEET, TYPICAL 6x6 P.T. POST, TYPICAL DRAFTL=R: GAYE DATE. 4/10/06 FILE *I 061066 PROD *: 061066 GLAZING SCHEDULE - PLAN 2010A/2 LOCATION MAN)F. MODEL FRAM NO. W H AREA 9A5 AIR L E U -VAI.. TOT nook s.g.d. Summit 8610 vinyl I 5.00 6.67 33.33 or 1/2" no 0.330 _ 11.00 transom abv s.g.d. Summit 5630 vinyl I 5.00 1.00 5.00 air I /2" no 0.320 1.60 . family double vent Summit 8650 vinyl I 8.00 6.00 48.00 air 1/2" no 0350 16.80 fclmlly double vent Summit 8650 vinyl I 8.00 2.00 16.00 air 1/2" no 0.350 5.60 powder s.h. Summit 8680 vinyl I 2.00 4.00 8.00 air 1/2" no 0.350 2.80 entry sidelight Summit 8630 vinyl 2 1.25 5.00 12.50 air 1/2" no 0.320 4.00 entry transom Summit 8630 vinyl I 6.00 1.00 6.00 air I/2" no 0.320 1.12 nook sldr Summit 8650 vinyl 1 5.00 6.00 30.00 air 1/2" no 0.350 10.50 mstr bath sldr Summit 8650 vinyl I 5.00 2.50 12.50 air 1/2" no 0.350 4.38 mstr bath fixed Summit 8630 vinyl I 2.50 2.50 6.25 air 1/2" no 0.320 2.00 mstr bdrm dbl. vent Summit 8650 vinyl I 8.00 5.00 40.00 a Ir 1/2" no 0.350 14.00 stairway fixed Summit 8630 vinyl I 2.00 4.00' 8.00 air 1/2" no 0.320 2.56 fixed above entry Summit 8630 vinyl 3 2.00 2.00 12.00 or 1/2" no 0.320 3.84 _bdrm --4 sldr Summit 8650 vinyl I 5.00 4.00' 20.00 air 1/2" no 0350 1.00 bdrm -3 sldr Summit 8650 vinyl I 5.00 4.00' 20.00 air 1/2" no 0.350 1.00 bdrm -2 sldr Summit 5650 r vinyl I IQ 5.00 • 4.00 20.00 217.58 a ir 1/2" no _ 0.350 100 102.00 WINDOW TOTAL LOCATION MallIMILMOI MOP. X ?5w- X •Iwg W.H. sons' OAS Proposed insulation: L E Option number 100 cfm nutone /e• •tl50 Max glazing allowed % 21.00 150 cfm no n/a LAUNDRY 50 cfm nutone /e• -t80 62 ® 8O ME= no n/a POWDER MSTR BATH W.G. 100 cfm 50 cfm nutone /e- nutone /e• • t150 # t80 1.11111MIIIEEM 62 0.3 150 80 R -8 5 1.5 NM no n/a MASTER BATH 50 cfm nutone /eq, gt80 62 cfm 80 no n/a MAIN BATH 100 cfm nutone /e- - tl50 115 cfm 150 -S 1.5 ELECTRIC RESISTANCE LOCATION OTHER FUELS X CHAPTER 6 PRESCRIPTIVE X CHAPTER 5 TRADE -OFF H AREA OAS Proposed insulation: L E Option number IV Vaulted cellings R -35 Max glazing allowed % 21.00 Flat ceilings /attics R -58 Proposed glazing % 16.46 Exterior walls R -2i Max. glazing u -value allowed 0.650 House /garage common walls R -21 Proposed glazing v -value 0.344 Floors over unheated spaces R -30 Max. door u -value allowed 0.400 Slab perimeter R -10 Proposed door u -value 0.3 Ducts in unheated spaces R -8 SKYLIGHTS LOCATION MANJF. MODEL FRAM NO. W H AREA OAS AIR L E u-VAL TOT upper bath Summit CUSTOM alum /tb I 2.00 3.00 6.00 air 1/2" NO 0.40 2.40 SKYLISHT TOTAL 0.344 6.00 2.40 GLAZING SUMMARY total finished area 1S44 S.F. total glazing 308.58 S.F. total u.a. 104.40 % of glazing 16.46 % AVG. U-VAL 0.344 EXHAUST VENTILATION SYSTEM source specific exhaust ventilation 0.35 86.053 0.5 122.135 ach - damp cfm - settin er f WHOLE HOUSE EXHAUST VENTILATION SYSTEM Combined use of source specific on as Indicated above. Fans indicated above as being 'N.H.' (Whole House), are to be connected to an approved 24 hour timer. WSEG CHECKLIST TABLE 6 -2 2X6 WALL ROOF GONSTRUCTION • CEDAR SHAKES " 30 FELT INTERWOVEN • SOLID SHEATHING ▪ RAFTERS/1RUSSE3 /CEILING JOISTS P1=R PLAN • 5 -58 BATT OR BLOWN -IN INSULATION MIN. * GAS HEAT • 5/8" GYPSUM WALL BOARD ® CEILING WALL. CONSTRUCTION " SIDING PER OVATIONS * 15# BUILDING PAPER * 1/2" GDX PLYWOOD SHEATHING (OR EQUAL) * 2x6 STUDS AT 16" 0.0. S R -21 BATT INSULATION WITH V.B. FACE STAPLED. FLOOR GONSTRUCTION * FINISH FLOOR PER PLANS * 5/4" T4G PLYWOOD 6LUl =D AND NAILED • FLOOR JOISTS PER PLAN * R - 30 #3ATT INSULATION MIN. OVER UNHEATED AREAS * POST AND BEAM SUPPORT BELOW JOISTS OVER GRADE eg9 CRAWL. SPACES • 6 MIL BLACK VAPOR BARRIER a TOP OF PLATE T.O. SUBFLR. FIN. GRADE INSULATION BAFFLE EIR,0 SCALE 4" CONCRETE SLAB 0/ 4" G RAN UL AR iLL a aEgir 12 TYFI 6 TOP OF PLATE GU i i t ‹, dJ T.O. SUBPLR. TOP OF PLATE 2X6 STUB W/ R -21 INS. MIN. 2x10 FLOOR JOISTS 24" O.G. fr14/ R -30 INS. iMIN. T.O. SUBFLIR. FIN. GRAD 1/4" = r I /4" = 1:_I: 0 REVIEWED FOR CODE COMPLIANCE I APPROVED MAY 2 4 2007 City Of Tukwila B . ILDING DIVISION II w /8" TJI/PRO 550 112" O.G. W/ 5-50 BATT. INSULATION BEAM PER PLANS LIVING ROOM I6 :121 TOP OF PLATE RECEIVED CITY Or TLIKWIIA MAY 04 20011 per g• 4:.G .K E. DIY { 1ERi G. 5WI=1 DATE: 08/15/04 FILE #: 04I04"1_C PROJ #_ 0410 i"1 003 1,,46 Alm. 4 AJ LA�z • - c,OIL' - 5f L L er 274Ca /S/ l _TS 244 N/ �i AL- f 2. /�'r° C \6 1 2 A/54: 7 A 75' r G,>' /2 ,1c ( X04) -) -I( - W (-tAc rYtiz. AL .iii 41 "fi rT 24'/ 4 sIz'�►° (2 le q) J (j 4 , I )A –... — f ). 07— t 5.%::1 AT AL-L. -5a Ake-. 1J 4 L. S{J kb-J O ' e 1 / 4,,1-44 " ) IN ALL A- lJ (222 5 & 'I -3 a 4 I 4 ;L 4/12 Yap-4 lap 6,44 . ,. z 3 ..r.i... - �■ ' it1 5 1 7 , 7 1 15 -- 6.3 -/ iz- / F,LA,_//,_/7 'AiAlf.0.1 Izt4.1- f(4/ ,4p . 7 , m iL /24,J / S 1 ) . I'f' ? 4/2 - / J f / 1 p7i 4441 ik-47 13/4 L ./L. 47Llal7t �2 7 1 14 14 L C7 - cg_ ii- - /1,-J c �‘ 1 1 5 i Oa 4-11 (12 771 i G 4,44 7 4 5 1gx_ / F z-/Aa 47;;/j,4 L /f4, , j /; - 4 c)7 - 1,54 , REVIEWED FOR LODE COMPLIANCE APPROVED MAY 2 4 2001 City Of Tukwila BUILDING DIVISION MEWED art CF n IMTLA MAY 04 2007[ PER k'.1Tt;a.«T> ? � r 4 'I I 7821 - 168th Avenue N.E. Redmond, WA 98052 Phone: (425) 747 -1500 Fax: (425) 747 -5403 REVISIONS NO. DATE ITEM DESIGNED MM CHECKED: MM DATE: 4/11/07 PROJECT #: 071561 SHEET s-V 1,,46 Alm. 4 AJ LA�z • - c,OIL' - 5f L L er 274Ca /S/ l _TS 244 N/ �i AL- f 2. /�'r° C \6 1 2 A/54: 7 A 75' r G,>' /2 ,1c ( X04) -) -I( - W (-tAc rYtiz. AL .iii 41 "fi rT 24'/ 4 sIz'�►° (2 le q) J (j 4 , I )A –... — f ). 07— t 5.%::1 AT AL-L. -5a Ake-. 1J 4 L. S{J kb-J O ' e 1 / 4,,1-44 " ) IN ALL A- lJ (222 5 & 'I -3 a 4 I 4 ;L 4/12 Yap-4 lap 6,44 . ,. z 3 ..r.i... - �■ ' it1 5 1 7 , 7 1 15 -- 6.3 -/ iz- / F,LA,_//,_/7 'AiAlf.0.1 Izt4.1- f(4/ ,4p . 7 , m iL /24,J / S 1 ) . I'f' ? 4/2 - / J f / 1 p7i 4441 ik-47 13/4 L ./L. 47Llal7t �2 7 1 14 14 L C7 - cg_ ii- - /1,-J c �‘ 1 1 5 i Oa 4-11 (12 771 i G 4,44 7 4 5 1gx_ / F z-/Aa 47;;/j,4 L /f4, , j /; - 4 c)7 - 1,54 , REVIEWED FOR LODE COMPLIANCE APPROVED MAY 2 4 2001 City Of Tukwila BUILDING DIVISION MEWED art CF n IMTLA MAY 04 2007[ PER k'.1Tt;a.«T> ? SHEAR WALL SCHEDULE Shear Wall Designation Nail Size Nail Spacing I I LL ERING, INC. N.E. 52 00 ALLOWABLE SHEAR Item -Fir #2 # /Ft Edges Studs TopBtm. Plate Blocking Req'd. G1 -4 6d _ 4" 4" 4" No REVISIONS NO. 125 P1 -6 8d 6 "' 12" 6" Yes 210 P1-4 8d 4" 12" 4" Yes 310 P1 -3 8d _ 3" 12" 3" Yes 400 P1 -2 8d 2" 12" T' Yes DATE: 4/11/07 T 525 P2 -3 8d 3" 12 3" Yes 800 • • -..- , 9 '• or, ta 4 "Virliro f ' 15'4* Oit j .1 I I LL ERING, INC. N.E. 52 00 IIIIIIII "nes I OA/2 REVISIONS NO. DATE ITEM DESIGNED MM CHECKED: MM DATE: 4/11/07 PROJECT #: 071561 I SHEET , e.t-- ... t AS � r CODE: DESIGN IS IN ACCORDANCE WITH THE 2003 INTERNATIONAL BUILDING CODE (U.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF 25 PSF FLOOR 40 PSF DECKS • 60 PSF LATERAL WIND SEISMIC PER ZONE -D FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BLEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN-PLACE CONCRETE: F'c = 2,500 PSI (3a 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PIER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO TILE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE . ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND MILER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER MINIMUM 2 - :BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF 1 SILL PLATE . FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE WATER PROOFED PER ARCHITECTURAL SPECIFICATIONS. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A -615, GRADE 60 FOR #6 AND LARGER AND+ 40 GRADE REINFORCEMENT FOR #5 AND SMALLER BARS. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (l' -7" MINIMUM). CORNER BARS (2' -0" BEND) SHAD.. BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE.. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER; #14 AND #18 BARS #11 BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) STRUCTURAL TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR & ROOF JOIST 4X BEAMS 6X BEAMS COLUMNS LUMBER NOT NOTED MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF ENBEDDMTNT INTO CONCRETE UNLESS NOTED 01 LIERWISE ON 1'HE PLANS ,ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH I.B.C. SCHEDULE. 6 • : � 161 lll� 4. a - 1 STRUCTURAL NOTES EXPOSURE B; 85 MPH HEM -FIR #2 Fb = 850 PSI DOUG- FIR/LARCH # Fb = 850 P'SI DOUG- FIR/LARCH #2 —Fb = 875 P511 DOUG- FIR/LARCH #1 Fb = 1000 P'.SI DOUG-FIR/LARCH #2 F'b = 850 PSII + - . ; . . -- 4I Id IIt 3 INCHES 2 INCHES 1 -1/2 INCHES 1-1/2 INCHES 3/4 INCH 1 -1/2 INCHES rL - JA ` � . • 7tL FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL SUPPORTED PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR. AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED - LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Fb — :Z400 PSI, Fv=165 PSI) FOR SIMPLE SPANS AND 24F -VS FOR CANTILEVER AND CONTINUOUS BEAMS. A.LT.C. CERTIFICATE OF CONFORMANCE REQUIRED. GUT-LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST ATTEIE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON '1T_XE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS; NOT CALLED OUT ON ' IRE PLANS SHALL BE (2) 2X8 DOUGLAS- FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS I TOGE 1 HER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2- 16d NAILS. PRE - MANUFACTURED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS- FIR/LARCH OR HEM - FIR TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ALL TRUSS PLATES AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FIURNISH ADDITIONAL TRUSSES AS REQUIRED. SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WEIR THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. ALL a .TSW A -�x� �, w� I� 'A- At-L4 At-L4 F144)-41J4 SPA 7 C 1 1 t- r� C 472 7 NIT - Ac 7 L-4, -1 � 1 1 - 544 i ETA l�-1 c- .L L12- I-14 Yoi 44L.,/A)-112.I c.J6r,L LA - Th.4L- I I J ���T ►pa V j1_61: es= a7 ‘,c 1 / V I 4= fri 1 b s cLA 4 1 J F -T T� =1 a IUSa 41(01.11 (1.,) A c 7 . - - ) ADS 501 — V.. I.2fo�/x2 -) 1 = ca -s V&k -- f .2`�,°3 rsrii 5 F = fl. 5 2 425 x,13 )4e3115 :2 1 Shear Wall Notes: 1. GI - Gypsum wallboard one side of wall. P1 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall. P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each sieU of wall, 2. For P1 -3 , P1 -2 and P2 -3 shear walls use 3x studs at adjoining panel edges, at adjoining panel edges and mudsills nailing shall be staggered per footnote (I) ofl.B.C. table 2306.4.1 3. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 4. Nails shall be 8d common. 5. Where plywood is 2 sides of wall, joints shall fall on separate studs each side. 6. All panel edges backed with 2 -inch nominal or wider framing unless noted other wise. Install panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally Space nails @ 12 inches on center @ intermediate supports. 7. All anchor bolts shall be installed with galvanized plate washers. Refer to plan Kor size. 8. Refer to foundation plan for anchor bolt size, spacing and mudsill /rim connectio ?s. Do ,L- NIA I'L _��Ti4j G i �7/ -L� TA WU 1 � -r SB -TI C 2 0 01-I1 I T`S cd T�. WALL w/ 4 lox \ - -i YTi X12 l lll -Ill r s a s s • d. . • 0 _ 41k , .. 416- 4 # • a 44 0- - � 00••11 • •—•—•-• • ib • • d�z I • 4 • • • i 'rte t`�l�T'1r= 5Lcl;- . • • �l 4 (-a X4 : /435 CLo° W/ Cam) - r - 144 rs R (2) 1 L I•JArLS - rte I��A �► ? CAL C7 . .J +J j_ 1 z-t47z_1s %L LA(...) L 64.Gt. 4 -1Lqi4 Lo TP 46(4 t ►�445 l > - TcD 41 9r le t r4 F , F Le [ 1-J Pik -R 41- t 4 -d pi \ \ \\ 52 NAL! € LL I -42-( I �� :11 r 1 , /,41 4 LL. 4 To - 1:21 ° I AY 5 l w LP G ri . hi A jt5 Ir oje 1`A►-1* �— L pc,1 (IAJ* - 1 C L. ' TA'r rr I . H y\ ALL S4 I`eA -J � /- 4- ki 4 4 `NML r�► roe. ,J �� 1A MAY 04 20071 CENTS re' t ,O. ji i &g MEM I - venue N.E. 98052 47-1500 P-5403 INIMOOMININNIMINIMISIIIMIIIMIMIIIIMININIMI■1■11111111•111•1111Mi REVISIONS NO. DATE ITEM DESIGNED MM CHECKED: MM DATE: 4/11/07 PROJECT #: 071561 SHEET W/ Cam) - r - 144 rs R (2) 1 L I•JArLS - rte I��A �► ? CAL C7 . .J +J j_ 1 z-t47z_1s %L LA(...) L 64.Gt. 4 -1Lqi4 Lo TP 46(4 t ►�445 l > - TcD 41 9r le t r4 F , F Le [ 1-J Pik -R 41- t 4 -d pi \ \ \\ 52 NAL! € LL I -42-( I �� :11 r 1 , /,41 4 LL. 4 To - 1:21 ° I AY 5 l w LP G ri . hi A jt5 Ir oje 1`A►-1* �— L pc,1 (IAJ* - 1 C L. ' TA'r rr I . H y\ ALL S4 I`eA -J � /- 4- ki 4 4 `NML r�► roe. ,J �� 1A MAY 04 20071 CENTS 36" MIN. �C'_i C! �:.T1�1 - :TI +�i: IIE FINISH GRADE ■ •SAAR 2 0 2008 f U TUKWILA WORKS 10 8" CONC E =173.4 If 8" CONC S =173.0 I 8" CONC E =180 -1 (DROP) 10 OAALDER "s6ALD R \ \588' "0 PL \ \ \ \•� \ R C. N19,. 47 / 1/ ) / I I / ! -n ` - 7 t,- JI , I'� .t .0r _ -.� ..tea. 1 : 1 37.„ / / - ---, - 1 I �I I . I 1 1``-. 9 . OV1DE ONCRETE I LOCK ARMORING /PER CITY OF TU.KWILA OD DETAIL LS -13A (1 ANC/-10R PER 10 FT) I (2:)1:SP M =177 4 rr, -1- T PR WIDE CK AN CI OF T AIL DS 44... - . r-,1 4 .'9)65 --N R RING S )910MPIPLE E 1 I f \ 1 OR WA+ 12\ UTILE EAsbkl.1IT \ \ \ \ •• \I ® \14 %\ • )1 \ "U } L 195 } M =2 • =194. -22 MAPL \ �- `\ � t ▪ TEMPORAF�1( CONSTRUCTION eASEMIJT \\ ` \ \ N. \ \ GAS \ I \\ � l ET R I } 2p- RUCT TY1E II 4: " .5. , 7. i \ I I CB#1 TYPE ;-54" / I STA: 1 +42.03, 1.0' R '(C /L GRATE) f'' RIM-234,57 / / \ J N ) 1E--224 (361 �) ( . .. 25'-4 : CMP DET II:'.I \ , BOTTOM 'EL= 223.50 I \ CTS; It \TYPE 1 K!! L;IL I I' I - YC. . - ' I 1 \ - SOLID STA: 1X 1716.". Ri \ RIM= 23 I • • 24 1.5 241.3 NOTES 1_ WATER AND SEWER LINE SEPARATION 10" HORIZONTALLT. F WATER AND SEwpt LINES CROSS. SEw4R SHALL SE AT LEAST I6• BROW THE WATER LINE 0 SIDE SEWER CONNECTION DETAIL, A/Ori5 O/V 5 /Ti PP/ /V P c rz cr To cam' Gv/TiT� 6ro *///v/64i_ k PPg75) Pkyv " ie ENGI /V00/ / : LSI ow; /Arc. Perko,ir y /3,203 u Garr p 1 7 067A 71 451.1D SuB$EQ ilk 75 r fit -g Pht r711/r - gam fi �tl v�r rtf �f Pv' 5Ys s -7/ / 5I 'f6/ or G> 1i/V RECEIVED Ft tp 0 L 0 N 0 (Il fV Plan Appro the vi of ap 0 I SEPARATE PERMIT REQUIRED FOR: el Mechankal lElectrical �j�lmbtng C Is Piping City of Tukwila BUILDING DIVISION m I r) T 0 Permit No. approval Is submit b errors and • iSsSORZ of construction document's does not son cf any accepted code or ordinance. Jed F ,a Co y and d:tivns Is ackro v\ed City of Tukwila \ I 1 BUSING DIVISION! 1 ) J C 1 l FENCE IS 0.6' EAST OF PROPERTY LINE !IIIEEEEEt M■■ \\ 15' SANITARY SEWER EASEMENT REC. NO. 20000609001021\ A PANII 1 c, 1EP.E 0.t SCLYACL S.ORE ...I boost[ STRAP. 1 ' IPA IMUEACIAP..WAC 2C15 OR Eoo.N. 50E AS REeJ"W. 0. ISEP,UTOM SSA AU'R'A LP. MLR RY MALL WE PEE saws e4I11EI. L V IS ll Nat MO. I -Slav CI EO % AS Lim. C = PL..0 MAIL RCI PAL M.GO ■Y WELLER LW Em.IC wE Lml• 1 11-1 .31 Oil Cc"- 0. Cp'PW b ore R SE 1401 ILSEd.AAA buss, .e.YE'4MDNE. - L 1RMMC TAPE FOR 11e.1EMIIILME PIPE MEM SCESEE UKE WALL SE PEIEVE1CLCER To DCw..EwsW IMDS erssEA.E MESSED C DT 1ME ENGIFEE6. 2. !MSS TIIL OE worm 6E2 Cy CR4 RYCMW III .A9I .sclal SP SEWER IS .CULLED. 1 HEWER 661 .E SP RED AMC DISTAL= BY T C OTT cP TIERCE .. SEVER VVALI SE POSTOMEO 10 CELLED MOD S.FEAOER M ER 1/MW LIE. W AND MASSE ADEP,AIE CLEARANCE IET.ELII BIPA$ PC Lus WA TCR WERAIwC AMD IDOPIO BYPASS YAM O WATERLINE CONNECTION DETAIIE.. SEWER MAI '+KER POST SMH RIM =186.4 16(6' RIP RAP PAD QIARRY SPACES IE= 194.0} (12" CPEP W/TRASH RACK III - TAI V IL_ V V PORT1ON OF THE NE 1/4 OF NW 1/4 OF SECTION 23, TWP 23N, RANGE 4E W.M. 45\-12'\ CPE ® 4t 14 .01 ‘Ital A r I 'r - +VuI I I \JI } w 15" OCOTTON N87'45 26 "W \ 300. V v L_. 1 7 I / CB RIM-240.q IE 12" E =2363 IE 12" W-2290 IE 12" N =229.. j IE 12" RCNs227.7 _ 12" RCP r;: 1 - � 1 1 3 SDMII IE 1.3 E =236.3 (SQUARE LID) RIM -240.8 '1 IE 12'' W -228.0 I f 1 � I I I I \ I 1 I 1 1 12 \ RIM -24-0 E 22&1 .9 1 to 1 232.4, II I' t ( TEXTURE 6' HAOICM --- I M P 0 1 :1 MAX 11\ } ,} I) \ \ \ \/ 1 \ 1 I " [D E)I \A T \! i n I,S\ w z EX. FIRE HYDRANT CD RIM =240.9 IE 8" 5 =237.4 IE 12" W =237.1 TV/ FG 228.5± 1W 232.0± FO 2229.0± CHAIN LINK FENCE - S.147TH_ST. SAWCUT 2' FROM EXIST GUTTER. PRovIDE PAVEMENT PATCH. M TCH IJIRIVEWAY. CB #2• -TYPE II -72" 1 STA 1 +75.82, 1.0'RT. (C /L LOCKING SD.JD LID) " 1 -- CONT - MH; - SGLI9- LOCKING -LIDS -- -- RIM=233.95 CB #3 --TYPE 11 --54" STA: 2 +40.45, 1.0'RT. (C /L GRATE) ° RIM =233.00 I IE- 224.00 (36 . �PAPf c L,t I�/5 224.00 (12 SW) Ex75.7 /E/4 . 8 - 470.4/4) `�J 17/0 /"//1/7" E-,46-.0-9770 . 6, 22z �r EX. FIRE c 222 ZZ2 HYDRANT Z 2 6 ( =ZZZ 14 ggg 121w,4, I3yy4 ,s .2z i44V 1 GM .�' zzz ' aS 3o .E,. , zSz 16 TOP koc F - Vr+¢ {T�!v z. r /!►;rag 3b'(G'� 16 ) DESIGN BUILD ROCKERY, 3' MAX. HEIGHT. PROVIDE r CLEARANCE BETWEEN BACK OF CURB G7'3, ie czwie Et.. ,,gv74.0D ROCKERY. 10' WNG ESMT. PROVIDE CURB AND GUTTER. REC. NO. 9301291593 CB5 TYPE I STA. 3 +11.5, 1.0'RT (C /L CB) RIM-231.91 0226.91 (12" NW) FG 32.0± 5Stv1H RIM =240.8 IE: 8" CONC E =226.1 IC 8" CONC W =225.9 IE 8" CONC N -226.1 IE 8" CONC SE =226.9 Cf3 RIM =240.9 IE 8" N =237.7 241.2± a DEMOLISH AND RECONSTRUCT EXISTING CEMENT CONCRETE O CONSTRUCT TEXTURED 6' HANDICAP RAMP 12:1 MAX. 10 A ACCESS MANHOLE These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and nise •�= �•rq,tIePtY}I'ons soifility for the adequacy of the design rests totally with the CONSETWATION;EASEtifig deletions or revisions to thesc drawings after this date will void this acceptance and will require a resubrnittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Dais By - --- EX 55MH (ADJUST RIM ELEV) �4 NEW RIM = 235.30+ IE 6' SW =228.4 IE 8" NW =228.3 30' INGRESS, EGRESS & UTILITY ESMT, REC. NOS. 9607160182, 9607160183 & 9607160184. l : 235.6 30' CITY OF TUKWILA WATER ESMT. REC. NOS. 9303171784 & 9303171785 SL//fl EG 14 G9LGS. --EQ 230.0± ROFKERY16 1 1 I- 1 GRAVEL BENCH 2" CSTC CURVE DATA PC CURVE C1 d CROWN EL = 225.0± (12" CPEP STORM) CROWN EL =191.3+ (8" CONC. SS) 1' GRAVEL BENCH 2" CSTC ® CAP AND MARK 6" SANTARY STUB. a 11 a wwweezzoww- '6 13 GENERAL NOTES 1.PROVIDE STOP 5IG11, "N) OUTLET," ' SIGN AND STREET IJAMIF SIGN PER MUTCD AND CITY ('F TU(WILA REQUIREMENTS. C)NTA :T CITY OF TUKWILA PRIOR TO IONSTRUCTION. P/L P/L AVOID CUTTING UNDERGROUND UTIUEY ONES. IT COSTLY. Call before you D ;g 1 - 800 - 424 -5555 UNDERGROUND SERVICE (USA) STA. 2 +55.55, 11RT EL =231.6 FT STA 2-1-79.53, 31RT STA. 2 +99.55, 11'RT EL =231.1 EL =232.2 CONSTRUCTION - BASEJNE CONSTRUCT1011 --- BASELINE 2')' ROAD STA. 2+35.55, 31'RT EL -233.1 20' ROAD • UTILITIES CROSSING TABLE IE=228.6± (8' EXIST. WTR.) IE.1 194.5± ' (12 CPEP STORM) 30' EASEMENT INGRESS, EGRESS, UTILITY 11' 10' C/L ACP ROAD I . 2% IF . � 30' EASEMENT INGRESS, EGRESS, U'_ITY 1 0 ' C/ ROAD _ : 2% ACP ,I - -- 11-- - - TEE 1�h - SCALE 1 " =2O' A M- mt4CHMARK 3" A11LtUMINUM CAP WITH " + ", LS #18086. HORflON DENNIS 0 ASSOC., 57TT1 -ill AVE S. & S. 147TH ST. COT OF TUKWILA BM EL- 238.98 10 20 5' SIDEWALK 0.5' T �. -II �•` , :11 EASEMENT LINE 5' SIDEWALK CURB CURB EASEMENT LINE 1 PROTECT EXISTING WATIAMAIN AT STORM CROSSIN , PROVIDE 6" MIN. CLEARANC BETWEEN WATER XII) STORM PIPES. . - . 2' PAVEMENT PATCH PER CITY OF TUKWILA STD. MO, RS-03. BASEIJN NO CON 40 Egli Q5 TRENCH BEDDING AND @ACKFILL DETAIL PER CITY OF TUKWILA STD. DWG DS-14A AND DS -148. ® PROVIDE 3/4" RESIDENTIAL SERVICE CONNECTION r(DI EXISTING WATERMAIN. COORDINATE WATER METER INSTALLATION. HETERS PROVIDED BY CITY OF TUKWILA (STD. DWG WS - 01). O TEMPORARY CONSTI'UCTDN EASEMENTS REQUIRED PRIM TO CONSTRUCTION. SEE GENERAL NOTES 01 SHEET 1. ® PROVIDE 5' SIDEWALK FO. CITY OF TUKWILA STD. MVO RS -11. . 18 POTHOLE AND VERIFY' EXST. WATERMAIN. CONTACT ENG.IN IF DISCREPANCY. RELOCATION EXIST. WATERMAIN MAY E REQUIRED IF CONFLICT W&TIRI STORM STRUCTURES. CONTRACTOR SHALL INCLUDE RELQCATI IN HIS BID AS AN ALTERNATE.. CI PROVIDE "END OF ROAD" MARKER PER CITY OF TUKIWIILA+ REQUIREMENTS. NOTE EXI.;TNG UTIu r LOCATIONS SHOWN HFBREPNI ARE >JJU1} VERTICAL AND HORIZONTAL LOCAgT101N >9 APPROXIMATE ONLY. IT SFALL BE THE CONTRACTOR'S RESPQIN IBII TTY TO DETERMINE THE F ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCIIWO CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL E X lSEINGa UTILITIES ARE SHOWN HENEON. 1NE ENGINEER ASSUMES NOI II� SP,flNSIBILJIY FOR UTIUTIES NOT 5H04YN OR UTILITIES NOT SHOWN 4N '7FII R PROPER LOCATION. ' CALL BEFORE YOU DIG: 1 -4gpO -•424 -5555 �TSaEac OF TIC REUMINA YYY 3.5' GRAVEL BENCH 2" CSTC, WSDOT STD SPEC 9-- 03.9(3) MATCH EXISTING NOTES: \ 3" ASPHALT, CLB, WSDOT STD SPEC 5 -04 1. PAVEMENT SECTION DEPTHS SHOWN ARE \\....4" CSTC, WSDOT STD SPEC 9- 03.9(3) : COMPACTED DEP':HS 2. c_Q PACTIOth; 95C MAX. DRY DENSITY COMPACTED SUBGRADE (MODIFIED PROC - OR, ASTM D1557) 3. COMPLY WITH GEOTECHNICAL ENG. RECOMMEINIDATIONS. SEE PACIFIC TESTING LAB REPORT DATED 10 /07/96, ti AND SUBSEQUENT REPORT DATED 1/13/02 PIPEPARED BY LSI ADAPT, INC. TYPICAL PRIVATE ROAD' SECTION A -A N.T.S. MATCH EXISTING PRoPOSAA RN /Wrisgf - PROVIDE CURB AND CUTER PER DETAIL 2, SHEET 4; - Atie?fivyr F } fJA/S 0 PROVIDE 8 "X8 "X6" WYE AND COUPLINGS CONNECTION TO EXISTING 8" CONC. SANITARY SEWERMAIN. CONTACT CITY OF TJKWIIA • PRIOR TO CONSTRUCTION. - PROVIDE STREETLIGHT PER CITY OF TUKWILA STD. IW S RS- 20,21,22,24,25. SEE THE ELECTRICAL PLANS. VORTECH STORMWATER UJIT 9'x4' VAULT, MODEL #11:0 CONTACT OWNER PRIOR TO CONSTRUCTION TO ENSURE TEMPORARY CONSTRUCTION IN PLACE PRIOR TO COISTRUCTION. SEE GENERAL. DOTES ON SHEET 1. . DRIVEWAY. SEE DETAIL 7, SHEET 4. 20' CURB CUT. EASEMENT IS GINEERING, INC. SUMES OR RESPONSIBILI FOR S RASED UPON THESE P S. CTION 3" ASPHALT, CL.B, WSDOT STD SPEC 5-04 1. PAVEMENT SCCTIOR DEPTHS SHOWN ARE \\-‘. COMPACTED DEPTII3 WSDOT STD SPEC 9-03.9(3) 2. COMPACTION; 95% MAX. DRY DENSITY \- SUBGRADE (MODIFIED PROCTOR, ASTM D1557) 3. COMPLY WM-1 GECTECHNICAL ENG. RECOMmEliiIMITIONS. SEE PACIFIC TESTING LAB REPORT DATED 10/07/96, AND SUBSEQ:;ENT REPORT DATED 1/13/02 !PREPARED BY 1.51 ADAPT, INC. TYFICAL PRIVATE ROAD ',,SECTION B-B N.T.S. KEYNOTES REVIEWED FOR CODE COMPLIANCE APPROVED Mg 2 4 2007 Of Tukwila ADJUST RIM TO FIEIH GRADE. POTHOLE AND VERIFY EXISTING 8" AND 6" SAM Afg" LINES. CONTACT EN31I'EER IF DISCREPANCY. RELOCATION OF 6" AND 8" SANITARY SEWER TO AL . CT WITH DETENTION TANK. CONTRACTOR SHALL INCLUDE RECETtial OF CM' Cif TLIKINRA ii.fAY 04' 2007i CORRECTION DOT° 03( co 0. CO 0 iT F w z CD 0 w LIJ 0 ca -12. to CO -El to 0 OF co sHEET JOB NO. 96-0741 co t 0 2 so 0 • in 0 co •