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Permit D07-208 - REHABITAT NORTHWEST - LOT 6
REHABITAT NW LOT 6 4618 S 140 ST D07.208 Parcel No.: 3229200095 Address: 4618 S 140 ST TUICW Suite No: City f Tukwila Tenant: Name: REHABITAT NORTHWEST - LOT 6 Address: 4618 S 140 ST , TUKWILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: REHABITAT NORTHWEST INC Address: 3601 MARGINAL WY S , SEATTLE WA 98105 Phone: Contact Person: Name: CHAD DETWILLER Address: 3601 MARGINAL WAY SW , SEATTLE WA 98106 Phone: 206- 932 -7355 Contractor: Name: REHABITAT NORTHWEST INC Address: 5639 16TH AVE SW , SEATTLE WA 98106 Phone: (206)255 -3474 Contractor License No: REHABNI973KZ doc: IBC-10/06 DEVELOPMENT PERMIT Permit Number: D07 -208 Issue Date: 05/09/2008 Permit Expires On: 11/05/2008 Value of Construction: $265,416.08 Fees Collected: $5,443.51 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: V -B Occupancy per IBC: 22 DESCRIPTION OF WORK: NEW 1913 SQ FT SFR WITH 711 SQ FT BASEMENT, 429 SQ FT GARAGE AND 75 SQ FT DECK. PROJECT ON VALLEY VIEW SEWER & WD 3125 WATER. Public Works activities include: EROSION /SEDIMENT CONTROL, LAND ALTERING, ACCESS, STORM DRAINAGE. * *continued on next page ** Expiration Date: 05/24/2009 D07 -208 Printed: 05 -09 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y City oIukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 156 c.y. Fill 78 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: Y N Permit Number: D07 -208 Issue Date: 05/09/2008 Permit Expires On: 11/05/2008 Private: Public: Profit: N Non - Profit: N Private: Public: rat Date: c 1, 1) I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or theperfo ce 9f work. I am authorized to sign and obtain this development permit. Date: 074 Signature: / Print Name: � k� ,/ f e This permit 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 /06 D07 -208 Printed: 05-09 -2008 Parcel No.: 3229200095 Address: Suite No: Tenant: doc: Cond -10/06 4618$ 140 ST TUI{W REHABITAT NORTHWEST - LOT 6 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 -208 ISSUED 06/08/2007 05/09/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: 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. 11: 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. 12: 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. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, D07 - 208 Printed: 05-09 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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. 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 19: 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) 20: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 21: 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) 22: Tukwila City Ordinance #2047 provides that the required width of any fire apparatus road (fire lane) shall not be obstructed in any manner, including the parking vehicles. Minimum required widths and clearances shall be maintained at all times. 23: The minimum fire flow and flow duration requirements for one- and two-family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (IFC Appendix B 105.1) 24: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 25: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 26: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 27: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. 28: Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. doc: Mond -10/06 D07 -208 Printed: 05-09 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 30: Hydrants shall not be closer than 4 feet to any fixed object (e.g., fences, parking, building, etc.), with the exception of hydrant guard posts. Guard posts shall be installed around hydrants not protected by curbs, so as to help prevent motor vehicles from contacting the hydrant. The guard posts shall be either steel pipe (minimum 4" diameter) filled with concrete or concrete (minimum 8" diameter). Posts shall be 3 feet from the center of the hydrant and shall not be in direct line with any discharge ports. Posts shall be 6 feet long; 3-3 1/2 feet shall be buried. Painted finish shall be the same color as for the applicable hydrants. The 4 -foot circumference around the hydrant will be a level surface. (City Ordinance #2052) 31: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 32: An emergency escape and rescue openings with a finished sill height below the adjacent ground level shall be provided with a window well in accordance with IBC/IFC Sections 1025.5.1 and 1025.5.2 33: Maximum grade for all projects is 15 %. 34: Fire hydrant installation requires a Public Works permit. 35: Fire hydrants shall be oriented in the direction of fire apparatus access. 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D07 -208 Printed: 05-09 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: doc: Cond -10/06 Print Name: L � / 11C//0/1(e r City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Date: D07 - 208 Printed: 05-09 -2008 4Itti Address:_ 2 1510( S 139 54, - 7:164.;/,., ) g q ,cx, trc, 'thal4 f4 eiit:: &W AS k .,,4 : qtly, tywhtt3 Nattte: ld1sI4 4 t ,, 47-0.5 i Additit _Igbt SO. ga ► ki.l h ), - S (J Mama: LA ialitttg Address. nt, • lW U tUkWILA b8tNt3itlhl bevelophttfht beirnierit lib& Wdf t}efiditiii@Mt "Pettit tenter • 8 .100 Southcetitet Blvd., suite 100 tuktvila, WA 98188 lito://31444. i,soktVild.tud.ys t 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" .�:ttltodu�t t:\•M�4�H:Tw\ ...... rr , ::a:.::.. .. :f; i:: i#:; j: i' tci! 5.: 3;.: 5:>; i.,t t: x+ F:: 4? rii6i ,?tiY.:,:Ai:.Slli?f?k. Addtass: A), I Std i tiaii Adams: Cledd!® ;l 6.4. er,41 � 1 N.; 014 � i11l t t. ht S x I id toi tijaiiy hole: peat I .1 . s (, Addre sat I W.. / �r- �,Afe_ ( f� ) s lA ) �tlHtaaE iietstiti: NA) Address: 4arl ere A.13AInot- ed .c& '6ilittettit kt glaitatitm Number: R I-1 A Aar 9 • :M,�IIikS::il., 6 .; •t3: r r. >. n.;tt h.c >t••Kn >r SiS.rf?i ?Y,S#s'n:i Srr.3. Sr}i: t i i liiiiet Paoli: 1 1 ir, 1 100�ijutly Hattie: auk 8:` ' i illliiAddress: 1 ll08 Alo l r :- eeiitdet tiet•3titi: 1 'tt Attatess: Ititioj W;•,tt 000i t -App en6ar On tlneO- MA/Am Permit MA/A Joe Yd: Lbw Att�:iltlzi� King Co Assessor's Tax No.: OO Q Suite Number: Floor: New Tenant: ❑ Yes El ..No } Day Telephone: )43.2 - 73 ss greg CRY State ziP Fax Number: ( %) f'.3Z ` 735 iti4 lag Qty State Zip Day Telephone: =� Fax Number: ) 9 - Expiration Date: CD, y . t t2 • >::i s.. � #,•:u. t' ik,u:.a t ut r.STtdiva R_.t!• State State 9 zip Qty Day Telephone: Fax Number: Gtrb t�v; //G rJA 10,70 Qty sate z4 Day Telephone4 / 1 7 Fax Number: ( q 2 . 6 518 9 - 09,2 7 NRECEIVED JUN - 8 2001 PERMIT CENTER • Valuation of Project (contractor's bid price): $ a:goo° Existing Building Valuation: $ A pe of Work (please provide detailed information): iffutztevx.f et_ - Lee/meat. esdtpue (1/3 0.45(4: Kte-At /64 Win there be new rack storage? El Yes R. No If yes, a separate permit and plan submittal will be required. li eLOat • .11.0ittit '' '' ..... .... . ............ ...... , .... . ......... . .. ... .... ... .... Deck ....... ... . .......... — • — I 071 q 2- 12-3 .. . .................. ... .. ..... ...... ... . ... • • ...................... • ....... •• ......... ,••••••: .. ............ Provldc All teas.itaqikilmrtMtatg03.0 ............................... . : ........................... ' , :, .PiAkttiNg bIVIMON: '',. • . tingle family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) utt Atcessoty dwelling. proiide the following: . ';', ; . Lot Ate d (sic' ft): 5 a Floor area of principal dwelling: 1,.S 7 Floor area of accessory dwelling: 4 Ptetide dOctittientation that shows that the principal owner lives in one of the dwellings as his or her primary residence. ••.. Ninitbei of Patking Stills Provided: Standard: Compact: Handicap: 4.4 . • Will there be s Change' itt Use? 1:1 Yes '-' No If "yes", explain: - - ' putt PROTECTION/HAZARDOUS MATERIALS: CI ..... ..Sprinklers El Automatic Fire Alann go None 0 Other (specify) Will there be storage ot Use of flatnmable, combustible or hazardous materials in the building? 0 Yes 0 No iryes', attach list ofmaterials and :storage locations on a separate 8-1/2" x 11" paper including quantifies andMaterial &fey Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Depadment. 0:14p4ionfoniTanni-Applicsionn On UneO-2006 Nona Applinniondoc kivitid: 9-2006 th Page 2 of 6 itt It :WORKS PERMIT IWFORMATt / Scope of Work (please provide detailed inl onnation). ci` lie c �`O�nDOvt SF �L Scope Water District ❑...Tukwila JOI ...Water District #125 ❑ ...Water Availability Provided ewe D istrict Vul Vuc ...Tukwila ®• • ❑ ...Sewer Use Certificate ❑...Setyer Availability Provided t0entic_ ❑ On -site Septic System - For on -site septic system. provide 2 copies of a current septic design approved by King County Health partment• ubmitted with Annlication (mark boxes which annlv): 7..Civil Plans (Maximum Paper Size - 22" x 34") ❑...Technical information Report (Storm Drainage) ❑ ...Bond ❑ .. insurance . ❑ .. Easement(s) Pronosed Activities (mark boxes that annlv): • ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Usc - No Disturbance ❑ ...Construction!Excavation'Fill - Right-of-way Non Right -of -Wray ® ...Total Cut _, C7 _ . - -- .._ cubic yards Total Fill cubic yawls 31 Sanitary Side Sewer ...Cap or Remove Utilities ❑ ...Frontage improvements ❑ ..:Traffic Control .❑ ...Backflow Prevention Fire Protection irrigation - Domestic Water FINANCE INFORMATION Fire Line Size at Property line ❑ ...Water ❑ ...Sewer lvlonthly Service Billing to: Name: — - -- Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Please refer to Public Works Bulletin #1 for.fees andae QAApptidtinntarimm■Apptia6.mr Y.ht Iitw`l:rwe• • Iti�tnit .. ; i%i catim;.d.k Revirwl: 9 -2006 bit Call before you Dig: 1-800- 424 -5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line • ❑ .. Highline ❑ .. Renton Permanent Water Meter Size... WO # Temporary Water Meter Size .. WO # ...Water Only Meter Siva WO ii ❑ ...Sewer Main Extension Public . Private ____ ❑ ...Water Main Extension Public Private _ ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use -Potential Disturbance ❑ .. Work in Flood Zone ❑ -Storm Drainage ❑ ...Deduct Water Meter Size Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City City ❑ -Renton ❑ .. Seattle ❑...Traffic Impact Analysis ❑...Hold Harmless - (SAO) ❑...Hold Harmless - (ROW) ❑ .. Grease Interceptor ❑ .. Channelization .. Trench Excavation Utility Undergrounding State ZiP Day Telephone: State Zip Page 3 of 6 MECHANICAL CONTRACTOR INFORMATION t� f Q°�� o °t ltl i r c.w.) I Po & Company Name: Mailing Address: Contact Person: — leer/ E -Mail Address: Contractor Registration Number: 64 ST L NL- OS S D ScA PoL ;,, LJX- *385 City / State zta Day Telephone: 660) R17 St Fax Number: (3ro 0) $9 7- 1 S 73 Expiration Date: ags/e I Valuation of Mechanical % ;'ork ( contractor's bid price): $ 7 0o a L q S �ecF�/l?Q � G� a Scope of Work (please provide detailed information): �•s � 1 1 �- Use: Residential: New ... Commercial: New .... ❑ Q:AppliestionsWon1U- Apphtl11imst 01, I isw3._tek.. 1\•m.11 \�•��Ki111..I1 .�:ti Revistd. 9-2006 hh Replacement .... ❑ Replacement .... ❑ Fuel Tvve: Electric ❑ Gas.... Other: iech anical %vork being installed and the quantity below: Page 4 of 6 Unit Type: Qty Unit Types :Qty:::: ?B ailerampteaior: ::Qty::: Unit Type: Qty Air I lamlling l Init - 10.000 Fire Damper 0-3 HP /100,000 BTU Furnace <100K BTU Diffuser 3 -15 HP /500,000 BTU Furnace >100K BTU I• :caporator Cooler Ventilation Fan Connected to Sinn le D uct 5 =] Thermostat , 1 HP /1,000,000 BTU Floor Furnace Suspended/Wall /Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP /1,750,000 BTU Appliance Vent I loot! and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit • 10.000 CFM Incinerator - ComtnFind MECHANICAL CONTRACTOR INFORMATION t� f Q°�� o °t ltl i r c.w.) I Po & Company Name: Mailing Address: Contact Person: — leer/ E -Mail Address: Contractor Registration Number: 64 ST L NL- OS S D ScA PoL ;,, LJX- *385 City / State zta Day Telephone: 660) R17 St Fax Number: (3ro 0) $9 7- 1 S 73 Expiration Date: ags/e I Valuation of Mechanical % ;'ork ( contractor's bid price): $ 7 0o a L q S �ecF�/l?Q � G� a Scope of Work (please provide detailed information): �•s � 1 1 �- Use: Residential: New ... Commercial: New .... ❑ Q:AppliestionsWon1U- Apphtl11imst 01, I isw3._tek.. 1\•m.11 \�•��Ki111..I1 .�:ti Revistd. 9-2006 hh Replacement .... ❑ Replacement .... ❑ Fuel Tvve: Electric ❑ Gas.... Other: iech anical %vork being installed and the quantity below: Page 4 of 6 _ ()iv I -- • -- Fixture Tv e: Qty Flitureltiiint •• ••:: ttbit Fixtbre:Type: Drinking folintain or water cooler (per head) Wash fountain Receptor, indirect waste Gas piping outlets Bathtub or combination bath/shower Bidet Food-■%aste grinder, commercial Clothes washer. domestic Floor drain Sinks Dental unit, cuspidor Shoucr. single head trap Urinals - Dishwasher domestic. , with independent drain — Rain J 1.in atory 3 Water Closet Water heater and/or vent I Additional medical gas inlets/outlets - six or more • Building sewer or trailer sewer %voter system - per drain (inside building) Medical gas piping system serving one to five . inlets/outlets for specific gas • _park Industrial waste pretreatment interceptor, including its trap and vent. except for kitchen type . grease interceptors Tliepair or alteration of water piping andior water treating equipment Repair or alteration of drainage or vent piping Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: all) b,- 10 5 f). I im . A:14.1101i 110C Roiled: 9-2006 hh PLUMBING AND 'GAS PIPING PERMITM. ItilVa 1664 PLUMBING AND GAS PIPENC CONTRACTOR INFORMATION Company Name: 1 PluAtk; Mailing Address: 317 ( 53 1141 Q ,-k F - Tor-1504-.. 1 Oty 1/4) it ste.. .1 rf 4 S --- Zip Contact Person: -1-0c)c.) Day Telephone: ( 0.6 9 - 9o9 E-Mail Address Fax Number: Contractor Registration Number: JA p q -pima Expiration Date: 7 /31/01 Valuation of Phunhing work (eoniractol . s hid price): $ it) COO Valuation of Gas Piping work (eontradofs bid price): $ Scope of Work (please provide detailed information): (1 pt,„1,:0 •csa. cot I3t k) SFR Sewer: lAzt P.. me of iilutnbinn fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 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 ur 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). Plum bing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demnstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY 11 IAT I I IA Vli It FAD AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY TI I h I OF TI IF STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 11:TI ORIZEI) .(WENT: Signature: • Print Name: ler .a/�l'�tr Mailing Address: 3(. O 1 G.). +.k-f S Q9ApptiehionAFonnv- AppliatiMm (hi I.in -.7nn dos Revised' 9.460 nn Date: S/ o o? Day Telephoner f,3.1 — �� S City State Zip Date Application Accepted: ire Date Application Expiro 0 -7 Staff Initials:� + ,q i Page 6 of 6 n....• orrerme RECEIPT NO: R08 -01537 Initials: WER 17ser ID: 1655 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http:/lwww.ci.tukwila.wa.us Payee: REHABITAT NORTHWEST, INC. SET ID: 0509 SET NAME: REHABTTAT NORTHWEST SET TRANSACTIONS: Set Member Amount D07 -207 3,568.90 3,568.90 M07 -134 194.00 M07 -135 194.00 PG07 -165 387.00 PG07 -166 387.00 TOTAL: 8,299.80 TRANSACTION LIST: Type Method Description Amount Payment Check 3794 ACCOUNT ITEM LIST: Description BUILDING - RES GAS - RES MECHANICAL - RES PLAN CHECK - RES PLUMBING - RES PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES SET RECEIPT TOTAL: Account Code Current Pmts 000/322.100 4,768.04 000/322.100 176.00 000/322.100 388.00 000/345.830 • 40.00 000/322.100 558.00 000/342.400 109.00 000/345.830 74.00 000/342.400 150.00 000/386.904 9.00 104.367.120 2,027.76 TOTAL: 8,299.80 Payment Date: 05/09/2008 Total Payment: 8,299.80 8,299.80 8,299.80 2198 05/09 9711 TOTAL 8299.80 Parcel No.: Address: Suite No: Applicant: Initials: WER User ID: 1655 Payee: 3229200095 4618S140ST Receipt No.: R08 -02940 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us REHABITAT NORTHWEST - LOT 6 REHABITAT NORTHWEST TRANSACTION LIST: Type Method Descriptio Payment Check 3482 ACCOUNT ITEM LIST: Description Account Code BUILDING INVESTIGATION 000/322.800 RECEIPT Amount 58.00 Current Pmts 58.00 Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 558.00 Payment Date: 08/14/2008 12:01 PM Balance: $0.00 6123 08/14 9710 TOTAL D07 -208 ISSUED 06/08/2007 05/09/2008 58 00 doc: Receiot -06 Printed: 08-14 -2008 r►...• nrrcrmesc RECEIPT NO: R07 -01080 Initials: WEE User M: 1655 SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431 -3665 Web site: http: /lwww.ci.tukwila.wa.us Payee: REEABITAT NORTHWEST, INC. SET RECEIPT SET ID: S000000786 SET NAME: REHABITAT D07 -205 1,874.61 D07 -206 1,671.62 D07 -207 1,874.61 17 'MI 1,874.61 M07 -132 41.00 M07 -133 41.00 M07 -134 41.00 M07 -135 41.00 PG07 -163 42.00 PG07 -164 64.00 PG07 -165 64.00 PG07 -166 64.00 TOTAL: 7,693.45 TRANSACTION LIST: Type Method Description Amount Payment Check 2241 7,693.45 TOTAL: 7,693.45 PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW Account Code Current Pmts 000/345.830 6,393.45 000/322.100 1,000.00 000/345.830 300.00 TOTAL: 7,693.45 Payment Date: 06/08/2007 Total Payment: 7,693.45 9143 06/08 9716 TOTAL 7693 =45 Project: /Qe44b /14) Type of Inspection: � „v09 / Address: h /(° s / "/D 37 Date Called: Special Instructions: /07 Date Wanted: 7 - / -v/ a.m. �� Requester: Phone No: Z c —25"'5 - 3 V 7 INSPECTION RECORD Retain a copy with permit O 7 -20 INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - (206)431 -367-0 121 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: '/' ��� J /P 1 P Date: 'Date: f $6 t ► REINSP CTION FEE • I . Prior to inspection, fee must be p at 6300 Southcenter Bl ., Su' e 100. Call to schedule reinspection. Pro, If- Type of Ins eo Address: S I C10 t'.,h 1 Date Called: Special Instructions: tt I 6 Date Wanted: - ( - D I a.m. p.m. Requester: Phone No: 206_ '2 c 3 47 4 4 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 7) 7 PERMIT NO. Approved per applicable codes. El Corrections required prior to approval. COMMENTS: n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: 'IV Type Inspe f� i A. i (�� ^ :4 v t,, a '�_ /4v sr -1) p to RA �� /-` Special Instructions: U j 3 I r , `�'"�-� U O t (o8 P 1 cz-t- ' ,/ Ct l{ ! d -ii T VA-, c ! Is -,Ls Requester: _-t (tom rm �' +y 6 a. kn,7‘ _ ur . -u-. -Q-- - AA.e -t,L --(t I I cv-0'I1/4-� 2b -- J Z ^..1 -- 10' — e_e_.,,, 5 / , SIC Propct - / ��_ dt 'IV Type Inspe f� i A. i (�� ^ :4 v Address: ,AA -4 6 I So.)Jl '�_ /4v sr Date Called: /-` Special Instructions: U j 3 I r v( Date Wanted . m. Requester: Phone No: 7,0 (9- 2SS —3 9'74 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA, 98188 (206)431 -3 El Approved per applicable codes. Corrections required prior to approval. 'Inspector: M7 'Date: ce_t ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: DO -7ff Projgt:, Kete/ifecA i — /Ot , Type of InsRection: Address: 1 /(°0 ( 5 /Y) .1-e- Date Called: 0V//5/07 Special Instructions: (de. -:- .5439 -- ,-16 lie 7116 ,i-e 4) iel 4-.,164 e { ,7„( Date Wanted: Requester: Ste de Phone No: .20 19 .9755 - 5 Y7V .5D El Approved per applicable codes. bo7-dok INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Corrections required prior to approval. COMMENTS: o. - FTkit,le Inspector: „ r ate: 4 i El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COM M Type of Inspection �Date ad ress: g J yo S -6- Called: d /a7/° / .—. Special Instructions: Date Wanted: 0 3/349 a m. Requester: / e1 Glean eS iii ci ritit_u a.Y I-6wcr Gf3 175 rude, in baa- faro( — FI frIk) - F ■∎rlaled R P e-/IGA wV SD CvMpIr_ . • Pr a Type of Inspection �Date ad ress: g J yo S -6- Called: d /a7/° / .—. Special Instructions: Date Wanted: 0 3/349 a m. Requester: / e1 Phone No: 4 , 06 , g9 / 7. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. 'inspector: ,� C 'Date: 0 INSPECTION RECORD Retain a copy with permit D07-a08 PERMIT NO. Corrections required prior to approval. $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: IDate: Pro' ,Ph,f; /47' //Gt > Type of Inspection:. / *f /( 49 , « v 1: S v Address: '-/G s i9d s- Date Called: Special Instructions: Date Wan 3 / Z�/ Ia� is Requeste : Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1707208 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: spect r: Date: 3 - 24/...._07, El 00 REINSPECTION4EE INQUIRED. Prior to inspection, fee must be id at 6300 Southcent &r Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: "^. 4iirk"_ _ — , a , ►yfl�i�6S+' w_ ..,.+4'!r�,.'-" ^Pik %'.'iik— - _u. Project:, / r h4 h, /-f fit/ w Type of Inspection: ( LA Z m/ Addre s • / 9 9U s Date Called: Special Instructions: Date Wante : a Y /Q Requ Phone No: .: - 7.53 13 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Q Corrections required prior to approval. COMMENTS: Date: 3 /zi/r El 0.00 REINSPECTION\FEE QUIRED. Prior to inspection, fee must be aid at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project Type of Inspection: Address: ri 4(0 I $' S °X /4 f r Date Called: Special Instructions: (P / Date Wanted: 0 __, i " / G - O � i p.m. Requester: Phone No: � - J 4? 2 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: (Inspect- \ Ii 2 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: IDate: Project: �y� t P 0,LAi '' / D Type of Inspection: A �l j 'J -� AJLit --7 `a /I Address: 4CPJEr -rUVft -� i i —ft-- Date Called: r Special Instructions: j L3-r- (a / Date Wanted: �a rry - ii - U � p.m. Requester: Phone 7 ' 5'2_ _ 21� /)0 " wCy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 r � Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1lnspector: k t /� 4 J ( � JJ l Date9 _ (1 , El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection: .\\.) Address: C y y _ Date Called: Et ff o' - m. Special Instructions: 1 ‘ CD W , 1.AS)\k n)A t\ e T A J --" Phone No: - .5 r ` t•'LJ re . At s D --Nee A (, vL 1 • k) i 1 Q ,I Proj t: Type of Inspection: .\\.) Address: C y y _ Date Called: Et ff o' - m. Special Instructions: 1 ‘ CD Date Wanted: a.rt i f - G J p.m. Requester: Phone No: - .5 INSPECTION NO. INSPECTION RECORD 009- 2 0 � Retain a copy with perm D PERMIT NO. CITY OF TUKWILA BUILDING DIVISION pt, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 Approved per applicable codes. 1 lnsper: Corrections required prior to approval. (Date: _ / 4 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Projep Type of Inspection: , Address: ( UQ 1 i 2 • ' ' ` 4 v Date Called: Special Instructions: i zoT (0 Date Wanted: -(6 oe . �.ra. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: OK - 1 -- 1) &Dr rec l'o ' — 'Inspect r: (Date: g , t 06 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -2ek PERMIT NO. T Z— (206)431 -3670 COMMENTS: Type of Inspection: a Awl t IN) c. A b l P7 S ' t� J 1' , P4r1 Special Instructions: Date Wanted: r -7' /, O a� V Requester: 4--r_" es :A a A S e "A r?, - 0 1 -- -- %` C.• ---- 7) e _,, / C l J < l' ,' I Mgt k-x : (4? t\ U e 46 A-z c c 2_-=' p etK 1 nr Pro t: K P h A bi -114-4 OW Type of Inspection: a Awl t IN) c. A b l P7 S ' t� J Date Called: Special Instructions: Date Wanted: r -7' /, O a� V Requester: P ho No: `a � Z c3 Z.—i S Zv ,' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 ❑ Approved per applicable codes. 0 Corrections required prior to approval. (Inspector ■ bo 7 ?� (Date: Li ( rl (..),/ El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: (� A,�// `' ' '7 A'reQi jP ienC'_ - 41; . 4 ,A 6,k3 . nle.f' &L e ,-) . ' f& o ✓P . i p I e ( f',e S s p p fesi 3' 3 c A5 tee. -(q a s - JrO vJM ( , ry '-J �_ J e d L h i ro 6 � �i.F P*J � tl kii S1 P l a_D J 5AAAP I a v T: � P L .s...) y� v CJ _LA /I s c--4. -f e-A e '` u m 5 (iJ e ,4s ?LW t J l$$ A d ry (3) 3 L IP -P (s S� / " -J A c P-Q $ 1`" `� 1 otA� „JAI, 1 S -P i1-1)1e „VePrffh, ,' e!;(ocic - fw-'rs t Project: a �J � 12( . (,,(--f N L��� Type of Inspection: j it- . � Ad / es� / � ,rt- LP 6 �J.� v Date Called: 1 Special Instructions: / _ ( _7 w Date Wanted: 7 I y� v CJ \km. p.m. Requester: Phone No: t INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I lnspe or: A 'Date: 9 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R eiptN S „ y}1 �TQ_ �," c== CCJJ�I PERMIT NO. F (206)431-3670 orrections required prior to approval. ate: 1 lA iL OA r/k I 7o? ri7s Approved per applicable codes. tions required prior to approval. 'Date: S ..... — v1 , 1 1nsp q ot: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Li T of Inspectio IA- ( 5 in -- 7 J-ke Address: el ( y J) of of P A '*Prs I eJ ,5 ,, Special Instructions: v ( Date Wanted: S � / /—a.m. - 7 7 ' - t p.m. Requester: Phone N7 s k2 1 - 5 I. r M l� ( 1 ,(- Ei 4 ) (p A I -E o r - ii-t C r Pro' ct: \Y� , Q C. � ' `', Li T of Inspectio IA- ( 5 in -- 7 J-ke Address: el ( y J) I46 Date Called: --- Special Instructions: v ( Date Wanted: S � / /—a.m. - 7 7 ' - t p.m. Requester: Phone N7 s k2 1 - 5 -1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 'Inspector: Corrections required prior to approval. D °me �•�j� (Date: . R;7 — Qr El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: Date: COMMENTS: uJI kk i\J(Yr N-66e. . /-v‘_. -e-Aivil 1 i - 4 4 - \ i a f . A7:AP ex _5 / .** L-36-e _ _ . _ (_,. - -i A- C 1 S,i l-, 4- f_e_70 Address: 4(6 (i S . (40 5, 1% -Lpft>A G.-- - - $A 1 5-2-- 0 t ----- 7N,-- _ c f > > � , p Z. L - (,S` p.m. Requester: Phone No: 1 1 I bol7- INSPECTION RECORD Retain a copy with permit INSPE ION O. PERMIT NO. CITY OF UKWILA BUILDING DIVISION I 6300 Southcenter Blvd. #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. Corrections required prior to approval. El S60.00 paid a t 1 6300 Southcenter E nterBl d., Suite 1100. to schedule (Receipt No.: 'Date: It Project: -( f Type of Inspection Address: 4(6 (i S . (40 7"41 Date Called: - Special Instructions: — — 1 0 J 0 - -IA . c f > > � , Date Wanted: Z. L - (,S` p.m. Requester: Phone No: I bol7- INSPECTION RECORD Retain a copy with permit INSPE ION O. PERMIT NO. CITY OF UKWILA BUILDING DIVISION I 6300 Southcenter Blvd. #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. Corrections required prior to approval. El S60.00 paid a t 1 6300 Southcenter E nterBl d., Suite 1100. to schedule (Receipt No.: 'Date: It COMMENTS: gs ,gctign: Type fi SIB Qt ( ) —le1e A---1 e- Se c'f 4 S 1 ' ° ' `1 `AA', 3 , - S cXX r" 0,' 1 1 . Aep4 i c f �S 6 )( n ,M; S c, Al t A ,� a- �a � ��. j -? . 1' G L B it J Requester: Ph Ng s...4.7 G ( - ?r Ae r Ti(n — 1 AY( -ej ) LJ411 (St.A 1 0A r u - L - " ,/. 1 n Pr Nett: . - y am - � ' , �( " �l �, (.� gs ,gctign: Type fi SIB Qt • U �l. `1 �, 4 1i0t s' ( J t,, J Dat Special Instructions: Date Wanted: . 7_2S p.m. U t;1 -4- cO Requester: Ph Ng s...4.7 G S 2 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION x- 6300 Sou thcenter Blvd., #100, Tukwila, WA 98188 (206)43,) -36 I 4 I Approved per applicable codes. Corrections required prior to approval. l Inspecto Dad Date: _7 - Z c. or 60.00 REINSPECTION FEE R1 UIR�D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., uit 100. Call to schedule reinspection. (Receipt No.: 'Date: INSPECTION RECORD I � _ � Retain a copy with permit PERMIT NO. INSPECTION NO. h CITY OF TUKWILA BUILDING DIVISION F.. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( (26)4,31 ction• s (,Ae .,t7.. Probe t: ` f LJ Address : .,�/ ! S -f�ik S �''1 40 Special Instructions: Date- eafiet Date Wanted : I —"Lc, 06 a.m. p.m. Requester: Phone No: -s--i%) 1YAppro ---- per applicable codes. Corrections required prior to approval. COMMENTS: (Inspector( 'Date: Z r — o j/ • 60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r eceipt No.: 'Date: � L f IV W Type of Inspe n: "/TT� 4 jec Ad r s s � .140%/ „ Date Cal led: 6 /0 i 9 Special Instructions: Date Wanted: . _ L / D2 i + (,�/ / (JX p rt1' Requester: 5�1� Phr +a +1. -m t INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Inspector: Th7 - aD S El Corrections required prior to approval. COMMENTS: fn/26�09� p P.0/1 1 ea l• ) 66 11 Date: (-1k fl $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: Reh 19 t Typinspection: g� /- N ,)?,9 //US A j „ ....5 , v40 . ,...,7 Date Called: Special Instructions: : : Date gted: / . ,. 08 a.m. a Requester: Phon o: INSPECTION RECORD Retain a copy with permit INSPECTI N NO. CITY O TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (--06„.. Of i\ fJiQ 1 it JD 1 te (� 313 Inspector ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: P ct: �.._ hAb%la 10 Type oj! s pecti : ` f� Aa ( ( I Address: L 1(4,03 S (40 Date Called: Special Instructions: lb 2„, ( , , f 5" ` � I Date Wanted: — 2 ,- n & m. p.m. Requester: Phone 1 C.) Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Dri z6e PEMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ` _e 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: Date: S �� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspction. Receipt No.: 'Date: COMMENTS: Type of Ins ection: /2)0/ A i w. - aisiQ,‘ r 7<c )i 0 J d S t L,J ' ( dl Special Instructions: ( (--, ,, l�, . { I `l (� � ( l C • J P:4 i r ) , d ` 1 Date Wanted: . — /Z - e ms a.m. " Requester: a h 1 / ') ' ,Af ; S _ 6.6 LIC - Tt\ a- ( A N/147LM 6/ / (,. r . /`, t ( e 14( V -P f- 7- '\ (e 44 Je . Proj t: //4944A { 4141,6 Type of Ins ection: /2)0/ A i w. Address: 4 /6/c° JUST Date Called: Special Instructions: ( (--, ,, l�, . { I `l (� � ( l C • J P:4 i r ) , d ` 1 Date Wanted: . — /Z - e ms a.m. " Requester: Phone No: 1 /25 - (6ZS 515 0 , INSPECTION RECORD Retain a copy with permit D472 a t 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. I mn5Pec i r: 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.i 'Date: Date: S / Z " v� Project: , E e t n 6 Sprinklers: Type of Inspection: R_ Address: cu S . Suite #: 1.11 o ST Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit - Zo ° n COMMENTS: lest. w A-t- - O IC_ S�-2N - O r' n Corrections required prior to approval. or: 4UJ/4/512_ I Date: 6M-/6, � $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 Hrs.: T.F.D. Form F.P. 113 COMMENTS: T ype of Inspection: H S - se -cloou Address: Suite #: s /e/b` - Contact Person: Special Instructions: Permits: Phone No.: P --p, I' r -2 1 a y Ffri- 14 -i ty c) du.--e- -- f - ( - ) N o Cc v o rz --Poi.) ec>-1 fo <' 6 2 i4 / ? A PP dc • o l'iL :i pal t io yo e 2 ke oil s 7 . ai Dd o 544 / WS Project: • - s f�° 3-e. T ype of Inspection: H S - se -cloou Address: Suite #: s /e/b` - Contact Person: Special Instructions: Permits: Phone No.: Needs Shift Inspection: Sprinklers: - Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i INSPECTION NUMBER n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT �O) -ate; 0g- 5- 32cr PERMIT NUMBERS 206 - 575 -4407 R Corrections required prior to approval. I Inspector: v V Date: V/3 Hrs.:( $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 May 5, 2009 Mr. Steve Detwiller Rehabitat Northwest 3601 W. Marginal Way SW Seattle, WA 98106 Subject: Foundation Soil Bearing Conditions Lot 2, 4606 S. 139 St. Tukwila, WA Dear Mr. Detwiller: Introduction Group Northwest, Inc. Geotechnical Report Review (3tr 't naN1LA MAY 0 5 2009 - . :ENTER Geotechnical Engineers, Geologists & Environmental Scientists G -2780 4 b07- X08 Ref: "Subsurface Exploration, Geologic Hazards, and Geotechnical Engineering Report, Foster Ridge Short Plat, 46 Avenue South at South 139 Street, Tukwila, Washington ", Gary A. Flowers, PLI.0 Geological & Geotechnical Consulting, October 30, 2007. Per your request Adam Gaston of GEO Group Northwest, Inc., visited the subject site and observed the completed condition of the new house at Lot 2, 4606 South 139t Street in Tukwila, Washington. The purpose of our visit was to investigate the apparent bearing soil conditions at the new building foundation areas. A new two -story wood -frame single family residence was recently constructed at the subject site. Based upon discussions with you we understand that inspections of the building footing subgrades were performed by the City of Tukwila building inspector prior to the foundation pour. The City of Tukwila has indicated that verification of footing bearing pressures of 2,000 psf or greater is needed from a licensed geotechnical engineer. The following letter has been prepared in order to provide our opinion with regard to the current foundation bearing conditions. We have reviewed the referenced geotechnical report for the subject site. The geotechnical report describes soils at the subject site consisting of the following four units: 13240 NE 20th Street, Suite 10 • Bellevue, Washington 98005 Phone 425/649 -8757 • Fax 425/649 -8758 May 5, 2009 G -2780 4606 S. 139`" St, Tukwila, Washington Page 2 Findings Unit 1 = Fill Unit 2 = Weathered / Disturbed Zone Unit 3 = Pre - Vashon Lodgement Till ( ?) Unit 4 = Diamictic Silt Units 3 and 4 are described as being medium dense to very dense or hard. Units 1 and 2 consist of loose soils which are not acceptable for bearing support. Based upon the Exploration Pit Logs for EP -l6, which was located close to the subject new residence, soils at this location consisted of forest duff and loose fine SAND and fine sandy SILT (Units 1/2) overlying dense to very dense silty fine SAND with some gravel (Unit 3) at a depth of 4 feet below ground surface. Unit 3 soils were underlain by very dense fine SAND (Unit 4) at a depth of 15 feet below ground surface. Based upon this information it appears that the competent soils in the vicinity of the subject residence may be located at a depth of around 4 -feet below the existing ground surface. On May 5, 2009 Adam Gaston of GEO Group Northwest, Inc., met with Mr. Steve Detwiller at the site and observed the soil conditions in the crawlspace area for the new house. In general, the building footings appear to range in depth from 2.5 to 4 feet below the adjacent ground surface. We understand that the adjacent existing ground surface elevation is similar to the pre - construction elevation. Therefore the foundations range in depth from 2.5 to 4 feet below the original ground surface. Mr. Detwiller indicated that fills with a thickness ranging between 8" and 18" were placed adjacent to the existing footings within the crawlspace. We probed the soils adjacent to the footings in the crawlspace area using a 1/2 inch steel hand probe. Probe penetrations ranged from 8 inches to 18 inches confirming that a firm subgrade was located directly below the fills. We anticipate that the firm subgrade consists of the competent medium dense to very dense glacial till, Unit 3 soils, At the time of our site visit we observed no cracking or damage to the existing foundation or the building which would be indicative of soil settlement. Conclusions Based upon the referenced geotechnical report, the information provided by Mr. Detwiller and our observations at the time of building completion, it appears that the building foundations are founded on top of the competent native site soils which are capable of providing an allowable May 5, 2009 G -2780 4606 S. 139t St, Tukwila, Washington Page 3 bearing capacity of 2,000 psf. If we may be of further service, please do not hesitate to contact us. Sincerely, GEO GROUP NORTHWEST, INC. Adam Gaston Project Engineer William Chang, P.E. Principal if 2 .el 2006 Microsoft I Privacy Legal August 22, 2008 Mr. Chad Detwiller kehabitat Northwest Re,: CMST strap / Foster Ridge Lot 4 & Lot S, Madison Dear Chad, This is to confirm that the CMST14 strap as shown in Detail 7 is revised to be put over the front faces of 6x10 header and 6 3/4 glu -lam beam w/ 30" min length over each member. WANG ENGINEERING, INC. WOODINVI L�� WA. $5 2 TEL: (425) 459-0927 PAX: (423) 459 -0927 Via Fax: 206-133 —7355 Help Central 1 Account I Feedback 8/22/2008 12:20 PM WANG ENGINEERING, INC. JOB NO. 7oS A-07 0t PAGE 1 OF Z CONSULTING ENGINEERS DATE F'( r( / BY CHECKER BY PROJECT / Ad 1 -, (1er 6,) 1 SUBJECT r2 vo , FL TEL: (425)489 -0927 FAX: (425)489 -0927 6,t frNfCr.f .e Of ILDW Z EVIEWED FOR ODECOMPt NCE ukula DIVISION (,,c p6C L.......1:.�'.... r2- Lt K L �- l r is C..... r.ts ef--f 8 0 RECEIVED JUN — 8 2007 F,- ..•...; PERMIT CENTER ( WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 u a 4\ 4•1 ..4 •■•••••• L 4 H. L JOB NO. c7 t *--"" ° 7 ° S - 4 PAGE 2 OF DATE 6 5 BY j((. r3 CHECKED BY PROJECT SUBJECT 4 0 >4 C47. (we ' 6 e rc_ 2_ = 'a•-a WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 ../ -144.4 -. 1 1 el-0 Z t)(.. • • • JOB NO. C7 o Z D ? ° S 1 PAGE 3 OF DATE 6 A BY 14 TL CHECKED BY PROJECT M 1"4 trto SUBJECT FL, 3x36 vei 4 K �r Art: 4 i 4' .t. 3.3 er L. 66 S i L Ar 9 14,r lQ,C z( WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 q� 71, I3oSt X - , 3 6 LJ JOB NO. 070V-- -l. o 7o.s PAGE 4 t OF DATE 6 /5 - 4 ° 7 BY 1J rw CHECKED BY PROJECT a (] 1-$ ay, SUBJECT r --c, ( O Lit .4 6'4 r t/ - 3 6 - - - � 1.3), I 40 9 F ) X¢ R Z 7 $S ( '1. �. 8470 4 I7 / 4 ' 7 1 728 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 o JOB NO. 70c--L, 6 7C4 PAGE S OF DATE 6 /O BY &/ T (A.), CHECKED BY PROJECT 0 i S U"L4 SUBJECT (� . L 41,, 3 * c►�.�.) = . 4� .. 7 x ► l 1. '0; 3 / -6 16z ..,e = r .r.r. a. - is ..x.. x484x 384)e / I, Z 1, _ Z 4 WANG ENGINEERING, INC. JOB NO. 0 C) OS PAGE OF CONSULTING ENGINEERS DATE 6s BY M CHECKED BY PROJECT TEL: (425)489-0927 FAX: (425)489-0927 SUBJECT UP-1 . w1 D L , LJL ik.4-x 4 5 "4 4' 5 .?‹ iikt lir 7. 4 ZS X I = tc.s. c *.z .41 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 L-cit4 .ecror 33 gIs PL ,t4g (0' to xt.sit r- S L. ,F JOB NO ° CSZ 07 O r - 4 PAGE 7 OF DATE (0-7 / BY /un-%) CHECKED BY PROJECT it4 Ca- di S CIA SUBJECT j. 4 10 -1 /fi fr.c- cf,c 7 Liao+ I/ -- 6- WANG ENGINEERING, INC. JOB NO. 07& �Z . ti o]o S PAGE _ OF CONSULTING ENGINEERS DATE 6 /.5 07 BY //1 7 tJ CHECKED BY PROJECT a t' C 014 TEL: (425)489 -0927 FAX: (425)489 -0927 SUBJECT ( L 4 L .(., ?r ,r A c t ,d PL Ft- r /0 4 u. b o !> 7 X • s itq f- 3 6,8 k 0 3( 4 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 Pik 4-e 16' 2 JOB NO. 07 S Z �- 6) PAGE % OF DATE 6 / l Y M T w• CHECKED BY PROJECT M , 10 1 ,$ susrEcr (e-efG tkl (A. a ( (l) tti4/..N.) ( 0)(1 5 en" 7 r • WANG ENGINEERING, INC. T /F: (425)489 -0927 Project: Madison Project Number: 070t - t 070 c4 EFP (Active), pcf = 40 Assumed Allow. Soil Pressure (psf) = 2000 Assumed Conc. Unit Wt (pcf) = 150 Unbalanced Backfill, H (ft) = 7.50 Toe Width, A (ft) 1.75 Heel Width, B (ft) = 2.25 Ftg Tks, D (ft) - 0.83 Wall ht abv Gd, h (in) = 0.00 Shear Key width, KB (in) 0.00 Shear Key Depth, K (in) = 0.00 Wall Tks, T (in) = Soil Ht over Toe (ft) = 021_ Resisting MR (ft-lb /ft) : Point Load@ Wall Top Wall Ftg Soil (over toe) Soil (over heel) Shear Key Total DL (lb) Center of DL, X (ft)= Cntr of all loads, XCG (ft) = Wall Reinf. Ult. M @ Wall Base (ft-lb) = M u / /f bd = Preq'd Vert. As (in /ft) Vert. As (in /ft) min Preq'd Bot As (in /ft) Toe Reinf Mu @ Toe Base (ft-lb /ft) = M u /4f bd = Wi 0.00 783.00 498.00 63.53 1363.73 0.00 2708.25 2.61 Friction Res. Focre (lb /ft) = 812.48 Pass. Res. Force (lb /ft) = 168.20 Total Sliding Res. (lb /ft) = 980.68 1.01 5118.124 0.052656 0.00272 0.2376 = 0.1152 3849.706 0.031668 0.001614 0,1212_24 #f¢ (f f (Subject: EFP (Passive), pcf = Friction Coeff = Soil Unit Wt (pcf) = Xi Wi *Xi 2.08 0.00 2.08 1631.25 2.00 996.00 0.88 55.58 3.21 4375.28 0.00 0.00 7058.12 =M (ft-lb/ft) 250 0.3 110.00 Conc. f (psi) = 3000 Reinforcing, fy' (psi) = 60000 M /M, F.S. (Sliding) 3x Xcc (ft) Soil Brg Psur f (psf) = 1792.18 <= allowable o.k. Soil Brg Psur f (psf) = 0 d (in) (0 Pmin d (in) 0) Pmin SHT: ( D .1 Retaining Wall, Case 1 Sliding Force (lb /ft) = 1499.91 OT M (ft-lb /ft) = 4329.75 Assumed Assumed Assumed 1.6 > =1.5, o.k. = 3.02 6.00 = 0.054402 _ 0.0033 Horiz. As (in2 /ft) min = 0.192 ., 4.e 114 = 6.71 = 0.032283 = 0.002152 WANG ENGINEERING, INC. T /F: (425)489 -0927 I SHT: I 1' Project: Madison Project Number: o7or7._ —07 o S O1Subject: !Retaining Wall, Case 1 Ult. M @ Heel (ft-lb) M u /4f bd Preq'd Top As (in /ft) = 1482.808 = 0.00929 = 0.000464 = 0.057299 d (in) w Pmin 7.71 = 0.00929 = 0.000619 T /F: (425)489 -0927 WANG ENGINEERING, INC. Project: Project Number: SHT: Madison /97 0 b ,' - 'Subject: _ Retaining Wall Case 2 EFP (Active), pcf = Allow. Soil Pressure (psf) = Conc. Unit Wt (pcf) _ Unbalanced Backfill, H (ft) = Toe Width, A (ft) _ Heel Width, B (ft) _ Ftg Tks, D (ft) _ Wall ht abv Gd, h (in) _ Shear Key width, KB (in) Shear Key Depth, Ko (in) _ Wall Tks, T (in) _ Soil Ht over Toe (ft) _ Resisting MR (ft-lb /ft) : Point Load@ Wall Top Wall Ftg Soil (over toe) Soil (over heel) Shear Key Total DL (lb) Center of DL, X (ft)= Friction Res. Focre (lb/ft) Pass. Res. Force (lb /ft) Total Sliding Res. (lb /ft) Cntr of all loads, XCG (ft) 40 2000 150 7.50 1.75 2.25 0.83 0.00 0.00 •0.00 8.00 0.33 Wi 855.00 783.00 498.00 63.53 1363.73 0.00 3563.25 2.48 = 1068.98 = 168.20 = 1237.18 = 1.27 Assumed Assumed Soil Brg Psur f (psf) = 1876.99 <= allowable o.k. Wall Reinf. Ult. M @ Wall Base (ft-lb) = 5118.124 M u /4f bd = 0.052656 Prego = 0.00272 Vert. As (in /ft) = 0.2376 Vert. As (in /ft) min = 0.1152 Toe Reinf Mu @ Toe Base (ft-lb /ft) M u /4f bd Preq'o Bot As (in /ft) = 3507.706 = 0.028855 = 0.001468 = 0.157622 EFP (Passive), pcf Friction Coeff Soil Unit Wt (pcf) Conc. f (psi) • Reinforcing, fy' (psi) Xi Wi *Xi 2.08 1781.25 2.08 1631.25 2.00 996.00 0.88 55.58 • 3.21 4375.28 0.00 0.00 8839.37 =M (ft -lb /ft) 250 0.3 = 110.00 3000 = 60000 Sliding Force (lb /ft) = 1499.91 OT M (ft- lb /ft) = 4329.75 M /M a F.S. (Sliding) 3x XcG (ft) = 3.80 Soil Brg Psur fp2 (psf) = 0 d (in) = 6.00 w = 0.054402 Pmin = " 0.0033 0.192 Horiz. As (in2 /ft) min = d (in) w Pmin Assumed Assumed Assumed 2.0 > =1.5, o.k. 6.71 = 0.029363 = 0.001958 A WANG ENGINEERING, INC. T /F: (425)489 -0927 I SHT � 3 I Project: Madison Project Number: 93 ° c -1- v 7o S 4 !Subject: Retaining Wall Case 2 Ult. M @ Heel (ft -lb) Mu /4f bd Preq'd Top As (in /ft) = 1482.808 = 0.00929 = 0.000464 = 0.057299 Pmin = 7.71 = 0.00929 = 0.000619 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 1.T a` gib GlAr JOB NO. 05�. " �' 0 7 0 0 S`� PAGE t OF DATE / /� a � BY T CHECKED BY � ' ►"` PROJECT M A C I r4 r SUBJECT L r c�1 t........ - ....f..f. ( cl,.orZ ,c....:3., 3.i I t t 7 Q.�. Z .3 ti oir Om i 0 • • • C. 0 a U "WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 tte !2 cry: u(a(L f' (); r o f r' r•..S•' 0 0 tit o.i.D. JOB NO. G OS - 0 70 S4 PAGE I J OF DATE BY (U T t,) CHECKED BY � s crh PROJECT 1'` SUBJECT L a f'C eca 7;.2 e& • • e1 4 .tt v. C • ,3.7 Gt (Arca) S. (.3 • 4 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 z 3R 8 Z7 c z 1 e r - ( JOB NO. DATE 6 PROJECT SUBJECT t � 70 SI . c7OS PAGE ((D OF gip 7 IL( 7& ) C1 C:2 1. .c. P w CHECKED BY ej I :s zl....08 z CS cs L3 r4 , , WANG ENGINEERING, INC. JOB NO. VOc 070S4 PAGE OF CONSULTING ENGINEERS DATE 6 / D - 7 BY IA 7t3, CHECKED BY PROJECT IU a drsfrv% SUBJECT I- p(er TEL: (425)489-0927 FAX: (425)489-0927 6 frITC.c. firr (6 p$L =1 7- 1, )00 0 cs (4 T ZA-702. . S ij�J 7 DI'ap c,*7 . WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 C 16. 47-rA tzt( CAI LT LT V 47S P 4 Et" cs:TE JOB NO. 170c 070-t4 PAGE OF DATE 6/r( 0'7 BY AA T t"..) CHECKED BY PROJECT IQ d S 011 suBJEcr L ere) ire, 7- In , =I- 3 / It It: 7sS 4 -‹ ,C tt.p./z, v u x L7= 1 . 1 1. l a,3 1 46 ' - 3 To t3e, 1 4 1/ r- 7 s• 4 1 - SHEAR WALL SCHEDULE (NOTES I, 2, & 10) MARK SHEATH'G NAILING (NOTE S 3 & 5) BLK'G OR JOIST TO TOP PLATE (NOTES 4 , 5, & 1 I) BOT PLATE TO BLK'G OR JOIST (NOTES 5 & 12) ANCHOR BOLTS (TO CONC. FTC.) ALOWBL SHEAR PLF PI-6 3/8" MIN 8d @ 6" OC r7 og yage OM nff 01V00 n OL ia06g OM FM 01F7M 5/8 "c12 4' OC 213 P1-4 3/8" MIN 8d @ 4" OC 5/8 " cp@ 3' OC 312 I' I -3 3/8" MIN 8d @ 3" OC 5/8 " c¢ @3'- 4" OC ` 402 (NOTE PI-2 3/8" MIN 8d ci 2" OC 5/8 "01)@ 2'- 6" OC 525 (NOTES 7 & 8) P2 - 3 3/8" MIN, EACH FACE 8d ( 3" OC 5/8 " m u< I ' 8" OC 804 ryba Sru o) (NOTES I 7 & 9) 1'2 -2 3/8" MIN, EACH FACE 8d @ 2" OC 5/8 "0:1)@ 1'- 3" OC 1050 (12800N DF STUDS) (NOTES 7 & 9) HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) I 15/32" MIN 8d a 6" (NOTE 3) • 197 PLF (CASE I) 148 PLF (CASES 2-6) UNBLOC- KED II 19/32" MIN 10d u! 6" (NOTES 3 & 8) 234 PLF (CASE I) 176 PLF (CASES 2-6) UNBLOC KED III 15!32" MIN • 8d @ 4" (NOTE 3) 295 PLF BLOCKED I IV 15/32" MIN 8d @ 2.5" (NOTES 3. 7 & 8) 435 PLF BLOCKED • I7 NOTES: I. ALL PANELS SHALL BE APA RATED PLYWOOD OR O.S.B., UNLESS NOTED OTHERWISE (U.N.O.). 2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE- PINE -FIR, OR BETTER, a.16" OC, U.N.O. ALL PANELS EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, U.N.O. 3. APPLY TO ALL PANEL EDGES. SPACE SAME SIZE NAILS @ 12" OC ALONG INTERMEDIATE FRAMING MEMBERS. 14. PER SIMPSON STRONG -TIE CONNECTORS. 15. COMMON NAILS, U.N.O. 16.. APPLY TO ALL STUDS. TOP AND BOTTOM PLATES, AND BLOCKING. 17. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE & FRAMING MEMBERS RECEIVING NAILING FROM ABUTTING PANELS. 8. STAGGER NAILS ALONG ADJOINING PANEL EDGES. 9. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. O. UNLESS NOTED IN DRAWINGS I :. OVER THE LENGTH OF SHEAR WALL ONLY (10 d TOE NAILS n 9" OC ELSEWHERE) =. OVER THE I.ENGTI-I OF SHEAR WALL ONLY (16 cl FACE NAILS (Z 12" OC ELSEWHERE) Roof Framing C51 T _ b °T 6 ( � AF1 c �. ci Pp 0 011* sArL* • C7 1 • akv 443 0 448.) (AK1 of 42 Si3 J 4\ v t NY ud/ max, o c s 4/ e .1■11111LIVAII1i111 ■_i ■aria► ■. ( Q 44? 4.s C5/4- avCt Oar_ s 8M ur2, C »J 44 ri— 6 4rtn)/ cM6TcI6 8 (C-xrEiki s To WALL CoVait) pper FL Framing CS/4 Hote/r c t Jt c J sic.L " 14 wi4 o oui Tarr, UFt avi r(- CAra. 4 tLk 4 �i . 8H) Z� l Cie/4 L Lar -vg 1.,P& c-T FtusN • - 7r 9$ is r3c 40.17 • • • Fdn, Main FL Framing 1.0 INTRODUCTION Mum NE Op' February 13,1997 (AESI) Revised November 13,1998 (AESI) Revised October 30, 2007 (GAF, PLLC) Project No. 06005 I. PROJECT AND SITE CONDITIONS Gary A. Flowers, PLLC Geological & Geotechnical Consulting ,.,....�. 19532 n Avenue NE Shoreline, WA 98155 -1106 SUDSURFACE EXPLORATION, GEOLOGIC HAZARDS, AND GEOTECIINICAL ENGINEERING REPORT FOSTER RIDGE SHORT PLAT 46TH AVENUE SOUTH AT SOUTH 139TH STREET TUKWILA, WASHINGTON RECEIVED CITY OF TUKWILA NOV 012007 PERMIT CENTER R CODE COMPLIANCE FEE) N00 ty Of Tu; 1 L 1NC CVISI\ This report presents the results of previous subsurface exploration, geologic hazards, and geotechnical engineering studies for the proposed residential subdivision, This current revision of the report has been requested by the City of Tukwila to reflect changes in the site plan f lots to 6 lots, changes in the roadway /driveway configuration and changes in the drainage sys for the site. The proposed lot locations and approximate ; locations of the explorations accomplished for this study are presented on the ` Site and Exploration Plan, Figure 1, Al'` subsurface exploration and geological interpretations used in this report were provided by others in 1991 and 1996. 1.1 Purpose and Scope The purpose of this study was to provide subsurface soil and shallow ground water data to be utilized in the design and development of the above- mentioned residential project. Field studies included the excavation of 16 exploration pits and performing geologic studies to assess the type, thickness, distribution, and physical properties of the shallow subsurface sediments. Geotechrdcal engineering studies were also conducted to evaluate seismic and erosion hazards and mitigations, the, type(s) of suitable foundations, allowable foundation soil bearing pressure, anticipated foundation settlement, floor support, lateral wall pressures, and drainage considerations. This report summarizes the field work and development recommendations based on our present understanding of the project. Gary A.1'iowers, PLLC Shcxetine, Wrshington 981 -1106 206-4I7-7 0 CORRECTION LTR# 201 Plat of Foster Ridge Tukwila, Washington 1953212 Avenue NE 1.2 Authorization Authorization to proceed with this study was granted by Mr. Richard Pederson (owner) and Mr. Chad Detwiller (Rehabitat Northwest/developer). This report has been prepared for the exclusive use of Richard Pederson and Rehabitat Northwest, and their agents, for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our report was prepared. No other warranty, express or implied, is made. It must be understood that no recommendations or engineering design can yield a guarantee of stable slopes. Our observations, findings, and conclusions are a means to identify and reduce the inherent risks to the owner. 2.0 PROJECT AND SITE DESCRIPTION This report was completed with an understanding of the project based on a site plan wi layout, survey and topographic information provided by Penhallegon Associates Consulting Engineers, Inc. (PACE), and dated July 2004. Building plans and finish grade elevations were not available at the time of this report, but it is anticipated that cuts on the upslope side of the structures will not exceed 10 feet, and will generally be less. The property was situated on the east side of 46th Avenue South between South 139th and South 140th Streets upslope and to the west of Interstate 5 in Tukwila, Washington. The parcel was located on north to northeast facing slopes with gradients ranging from about 10 to 80 percent. Based on topographic information shown on the site plan, total elevation change across the was on the order of 70 feet. During the field work an area of standing surface water was noted within Tract 99, which has been identified on the site plan as wetland and open space. During the 1996 field study surface water was also observed flowing from the wetland area downslope and through a portion of Lot 2. The flow rate was estimated at roughly 5 gallons per minute. This field work was performed during a period of wet weather. Vegetation on the site primarily consisted of deciduous trees with a heavy undergrowth of berry vines, ivy, and other ground cover. An old retaining wall, approximately 40 feet long and 6 feet tall, was located at the south end of Tract 99. Also, based on site reconnaissance and information conducted in 1991, it was evident that some past grading or filling has occurred on small portions of the property. An old dirt access road extended from the present terminus of South 139 Street to the eastern edge of Tract 99. Ca ry. flowers, PLLC. Shoreline, Washington 98155 - 1106 Geotechnical Served eP' 206-417.7640 Plat oSf Faster Ridge Geore hWila, Washington Undercutting of the toe of the steep slope along Macadam Road, on the eastern portion of the property (off -site) was observed and the near vertical cut (approximately 15 feet tall) was not retained. 3.0 SUBSURFACE EXPLORATION Field studies completed for this project (by others) included excavating a series of exploration pits and performing a geologic hazard reconnaissance to gain information about the site. The various types of sediments, as well as the depths where characteristics of the sediments changed, are indicated on the exploration logs presented in the Appendix. The depths indicated on the logs where conditions changed may represent gradational variations between sediment types in the field. The explorations were approximately located in the field by estimating locations from known site features shown on a topographic survey presented on a conceptual grading plan prepared by PAC -TECH Engineering, Inc. identified as "Plan C" and dated 215191, and on a site plan without topographical information prepared by Barrett Consulting Group dated August 1996. The most recent site plan upon which this report revision is based was prepared by PACE in July 2004. The conclusions and recommendations presented in this report are based on the v reconnaissance and sixteen exploration pits completed on the site. The number, location, ar depth of the explorations were completed within site and budgetary constraints. Because o nature of exploratory work below ground, extrapolation of subsurface conditions between °fiel, explorations is necessary. It should be noted that differing subsurface conditions may sotnetimes '. be present due to the random nature of deposition and the alteration of topography by past grading and/or filling. The nature and extent of any variations between the field explorations may not become fully evident until construction. If variations are observed at that time, it may be necessary to re- evaluate specific recommendations in this report and make appropriate changes. 3.1 Exploration Pits The exploration pits were excavated with either a rubber - tired, tractor: mounted backhoe or track- mounted excavator. The pits permitted direct, visual observation of subsurface conditions. Materials encountered in the exploration pits were studied and classified in the field by an engineer or geologist. All exploration pits were backfihled immediately after examination and logging. Selected samples were then transported to the laboratory for further visual classification and testing, as necessary. i9532 I2 Avenue NI Gary A. ewers, PLLC. h rtiine. Washington 95155 -1104 206 di t -9690 3 Plat r f Faster Ridge rtiknflca JJ'a hfrtgton Unit 1 Fill 4,0 SUBSURFACE CONDITIONS Subsurface conditions at the project site were inferred from the field explorations accomplis for this study, visual reconnaissance of the site, and review of applicable geologic iltere shown on the field logs, the exploration pits generally encountered fill and weathered/di materials overlying glacially consolidated till, silt, and sand. Four units were distinguished on age and/or mode of deposition. These units are described below from youngest (uppe to the oldest (lowermost), and are illustrated on the three schematic geologic cross sectio (Figures 2, 3, and 4). 4,1 Stratigraphv Fill (material not naturally placed) was encountered in EP -1, EP-4, EP -S, EP -9, EP-11, El' -t2, and EP-16 and generally consisted of loose, moist to wet, brown, silty, fine sand or soft to medium stiff, wet, brown, sandy silt. The fill materials were either placed directly over an old topsoil horizon or mixed within and in some cases included root debris. These fill materials vary in both quality and depth across the site, attaining a thickness of about 8 feet in EP-4. The quality and compaction of the fill materials was judged to be poor and is therefore unsuitable fo structural support. Unit 2 - WeatheredfD1sturbed Zone Unit 2 materials were encountered in all of the exploration pits except EP 3, EP -9, and EP- 12 and generally consisted of soft to stiff, moist to wet, mottled gray to brown, sandy silt to silty, fine sand with scattered gravels, and generally ranged in thickness from about 1 to 4 feet. Unit 2 materials were unsorted and unconsolidated, and generally appeared weathered and disturbed. These materials are interpreted to be colluvitun, which is gravity transported material derived from upslope areas. These materials are also considered unsuitable for structural suppot Unit 3 Pre- Vaslron Lodgement' Till (?) Unit 3 sediments were encountered in all of the exploration pits except EP -1, EP -B, EP -9, and EP -13 and generally consisted of dense to very dense, moist, mottled brown, silty, fine sand matrix with an unsorted mixture of gravels. In EP -10;` the lodgement till was highly weathered and was judged to be in a medium dense condition. The thickness of Unit 3 sediments from about 1 foot in EP -7 to over 11 feet in EP -14, and were encountered as shallow as 3 EP -2, but in excess of 10 feet in EP-4. Unit 3 sediments have been tentatively interpreted pre- Vashon age lodgement till deposits, and appear to conformably overlie Unit 4 depost These sediments were deposited at the sole of the advancing ice sheet which resulted in a 4 ers, PLLC. 01 981354106 Plat of Foster . Ridge ran*, Washington material possessing relatively high strength, low compressibility, and characteristics. Unit 3 sediments are considered suitable for structural support. Unit 4 - Mantic* Slit Geotechnical ,Services Report eability Unit 4 sediments were encountered in all of the exploration pits except EP -14 and EP -15 at depths ranging from less than 4 feet to over 18 feet below the existing ground surface. Where encountered, Unit 4 deposits extended beyond the termination depth of all of the exploration pits. Unit 4 sediments generally consisted of hard, wet, blue -gray silt containing dropstones with interbeds of micaceous, fine sand and were locally diarnictic (material containing an unsorted mixture of silt, clay, sand, and gravel), The fine - grained nature of Unit 4 and the presence of dropstones, localized diamictic zones, and the gradational contact with the overlying till suggest that these sediments were deposited in a glaciolacustrine environment which formed as the advancing pre-Vashon ice sheet dammed northerly flowing drainages. Unit 4 sediments are considered suitable for structural support. 4.2 Hydrology Ground water was encountered hi all of the exploration pits except EP - 9, EP -10, and EP -13.. type of ground water encountered on the site consisted of a "perched" water table which forms during wet periods of the year atop the till and silt sediments (Units 3 and 4). Perched wat occurs when surface water infiltrates down through relatively permeable soils such as Units 1 and 2 and becomes trapped or "perched" atop a comparatively impermeable barrier such as the till and silt. An example of this occurs in the vicinity of Tract 99 and the proposed` South 139th Street. Seepage may also occur at random depths and locations in the non- uniform fill m encountered on the site. It should be noted that fluctuations in the level of the ground water may occur due to the time of the year and variations in rainfall. Gary tL o PU1,G Shcutilitec. Wa h nataii 911155 -1106 206 411 -7 IL GEOLOGIC HAZARDS AND MITIGATIONS The following discussion of potential geologic hazards is based on the geologic, slope, and groundlsurface water conditions as observed and discussed herein. The discussion will be limited to seismic, landslide or mass - wasting, and erosion. $.0 SEISMIC HAZARDS AND RECOMMENDED MITiIATION partliquakes occur in the Ptiget Lowland with great regularity. The vast majority of these events are small and are usually not felt by people. However, large earthquakes do.oceur as evidenced 1953212"` Avenue NE Plat of Foster ,Ridge Tukwila Wathittgto 5.1 Suriicial •Ground Rupture A. Flowers, PL sh cline, wEhington 98155.1106 by the 1949, 72 magnitude event and the 1965, 6.5 magnitude event. The 1949 earthquake appears to have been the, largest in this area during recorded history. More recently, the Pug+ Lowland experienced a moderate 5.4, magnitude event in the spring of 1996. Evaluation of earthquake return rates indicates that an earthquake of the magnitude between 5.5 and 6.0 likely will occur within the next 8 to 12 years. A magnitude 7.2 earthquake is considered to be a 1 Q0 year event by King County. The subject property is bounded by two significant fault zones. Approximately 7.5 miles to the north is the west trending Seattle fault. About 8.4 miles to the southwest is the north- northwest trending Tacoma fault. The Seattle and Tacoma fault zones are interpreted to tie tluv faul with steep dips (60° to 70 °) near the surface which flatten to 17 to 25° at d Tacoma faults are part of a series of surface manifestations of a no underlying the Puget Sound region. A recurrence interval for movement along these two fa has not been conclusively determined but Is estimated to be in the range of thousands of years (Pratt, 1995). The most recent movement is interpreted to have occurred over 1,000 years ago. Faults within the Puget Sound basin are currently being studied by the USGS (United S Geological Survey) and others using new and advanced technology. As such, it is possible future fault zones may be located that are closer to the project than those discussed above. Generally, there are four types of potential geologic hazards associated with large seismic e 1) surficial ground rupture; 2) seismically induced landslides; 3) liquefaction; and 4) motion. The potential for each of these hazards to adversely impact the proposed proj, discussed below. Generally, the largest earthquakes which have occurred to the Puget Sounrl /S crustal events with; eplcent= ranging from 50 to 70 ki lometers in depth. In addition, ctuwntiy no known fault zones within` about 7 to 8 miles of the project site. Therefore, opinion, based on existing geologic data, that the risk of surface rupture impacting the pn project is low. 5•2 Seismically Induced Landslides The fill material and the weathered/disturbed zone (Units I and 2), a moderate potential for seismically induced failure due to their loose co content, high percentage of fine- grained material, and location on steep on the northeast and cast sides of the property (northeast and east of Trac have a high potential for seismic induced movement due to the sediments, fill/disturbed soils, and evidenee of past movement, These areas io , trtgtt raetscure . The "steep slopes are interpreted to of medi dense are well aw ay from glut ((Pager Ridge Geotechnical Tukwila, Ifas*fngtan any areas of planned construction and will have no potential adverse impact on the new construction. 5.3 Liquefaction The encountered bearing soils (Units 3 and 4) have a low potential for liquefaction due to the consolidated nature of the dense lodgement till and hard diamictic silt. Units 1 and 2 will be substantially removed and /or mitigated during construction such that they will present little to no liquefaction potential. 5.4 Ground Motion Based on the site stratigraphy and visual reconnaissance of the site, it is our opinion that any earthquake damage to proposed structures, when founded on, and keyed into, a suitable bearing strata, as recommended in the Design Recorniuendations section of this report, would be caused by the intensity and acceleration associated with the event and not any of the above impacts. As per the 2003 International Building Code, Table 1615.1.1, the subject site is defined as Site Class D. Structural design of the buildings should follow this site class designation. 6.0 LANDSLIDE HAZARDS AND MITIGATION The potential landslide or mass- wasting risk can be divided into two depth categories; shallow and deep. The potential shallow landslide risk would involve Units l and 2, and is considered to be moderate due to the presence of near - surface ground water and the unconsolidated nature of the materials. The steep slope areas northeast and east of Tract 99 are considered to have a high risk of shallow landslides. The potential deep landslide risk would involve Units 3 and 4, and is generally considered to be low primarily due to the consolidated nature of the lodgement till and diamictic silt units. However, the steep downward slope located to the northeast and east of Tract 99 has a high risk of slope movement. This is due to the medium dense condition of sediments observed in EP -9, the observation of bowed and downed trees on the slope, evidence of past movement on the easternmost slope area, and the steep cut at the base of the easternmost slope. 6.1 Mitiaation Since no development is planned anywhere near the northeastern and eastern steep slope no mitigation is uurran.ted for potential shallow or deep "seated landslides in these i planned 6 lot development will not have any adverse affect on these steep slope areas. Gary A. Flowers, PLLC, Shorans. Washington 98155- 1106 20641.7.7640 7 :Plat f Foster Ridge rubella, ;Valhi rt In order to reduce the potential risk of shallow landslides or debris flows, we recd surface drainage and collected ground water should be fully controlled and directed away from or to the bottom of sloping areas. All storm water from impermeable surfaces must be .` and tightlined into a suitable storm water drainage system. At no time should fill be placed o above steep slopes. Grading on or around slopes should be reviewed by a representative of firm prior to design completion. Uncontrolled fill near or over tops of slopes may promote landslides or debris flows. In no case should any moderate or steep slopes be undercut unless a suitable retaining structure is constructed. 7.0 EROSION HAZARDS AND MITIGATION The encountered surficial sediments, as well as sediments at depth, possess a high potential for erosion, even on, gentle to moderate sloping areas, when subjected to concentrated flows. To mitigate the erosion hazard potential and off -site sediment transport, we recommend bat all storm water from impermeable surfaces, including roadways and roofs, should be tightlined into approved storm water facilities. Uncontrolled discharge from the impermeable surfaces should not be allowed to flow across the site sediments. A temporary sediment catchment ; facili ty should be constructed to intercept sediment eroded during the construction phases of u proposed project. Temporary check dams should be used along storm water drainages Silt fences meeting City of Tukwila standards should be placed along the lower elevations of disturbed areas. Soils which are to be reused around the site should be stored in such a marine erosion. Protective measures may include, but are not necessarily limited to, c plastic sheeting, the use of low stockpiles in flat areas, or the Use of hay balestsilt fe scale cleaning should be avoided and as much of the natural vegetation on the slopes .0 possible should be left intact. Construction should proceed during drier periods of the year and areas stripped of natural vegetation during construction should be replanted' as soon as possible or otherwise protected. If construction occurs after November 1 and before April 1, exposed ground should be cove with mulch and additional temporary drainage control may be recommended, as necessary. 19532 I2.Avccw Gary A. Fiawers, PL Sborcline. W l in5thu 98155 =1106 III. DESIGN RECOMMENDATIONS LO INTRODUCTION The explorations indicate that, from a otechnical standpoint, proposed six lot development provided the risks discussed are accep contained herein are properly followed. `T1te existing fill,;soi Plat of Faster Ridge • Tukwila, Washington weathered/disturbed zone as described herein, are not considered suitable for foundation sup The depth to bearing strata In the exploration pits within the proposed development area, varied front about 3 feet to 6 feet below the existing ground surface but may be deeper in some areas. It is anticipated that proposed excavations for building construction will remove much of the unsuitable soil from the building footprints. Therefore, conventional spread footings keyed into, and bearing -on, firm, unyielding, natural sediments, or properly placed structural fill, will be suitable for foundation support of the residences. If daylight basement structures are not utilized, or where basement excavations do not penetrate to bearing soil, it will be necessary to deepen foundations to suitable bearing soil. �.O SITE PREPARATION Old foundations that may be encountered on the site, which are under building areas or not of future plans, should be removed. Any buried utilities should be removed or relocated if are under building areas. The resulting depressions should be backfilled with structural discussed under the Structural Fill section. Some areas of fill and soft sediment thickness may be encounters economically remove and replace. Provided the owner /developer under and risk associated with having unconsolidated fill and natural sediments underlying these areas the development, an alternative methodology may be utilized. This would overexcavating a minimum of two (2) feet of the unsuitable soils, placing a hi geotextile fabric such as AMOCO 2002 or approved equivalent and backfi structural fill. The geotextile fabric should be placed as per manufacturer' The structural fill should be placed in accordance with the recommendations prey Structural Fill section of this report. rers, P on 98155 -1106 Site preparation of planned•building and road/parking areas should include removal brush, debris, and any other deleterious material. Additionally, the upper organic topsoil should be removed and the remaining roots grubbed. Areas where loose, surficial soils exist due to grubbing operations should be considered as fill to the depth of disturbance and treated as subsequently recommended for structural fill placement. Existing fill and soft silts should be stripped down to the underlying medium dense or stiff, natural soils. Since the density of the soil is variable, random soft pockets may exist depth and extent of stripping can best be determined in the field by the geotechnical eng engineering geologist. When overexcavation and stripping is completed, we tccou road and parking areas be proofrolled with a fully loaded, tandem axle dump truck identify any remaining soft spots. Soft areas should be further overexcavated and backfilled with approved structural fill. 19$32 I Plat of Foster Ridge Tukwila, Washington 1953212t Avenue NE Gary A. Flowers, MC Shoreline, Washington 95155 -1 10 Got eehnical Services Prior to paving, all roadways should be proofrolled as described above to identify any soft or yielding (treas. The geotechnical engineer or his representative should be present during the proofrolling. All unsuitable areas should be further overexcavated and backfilled with structural fill. This methodology will substantially reduce settlement and improve the usable lifespan of the asphalt or concrete pavement surfaces but will not eliminate problem areas. As such, periodic maintenance should be planned for these areas. The on -site soils contain a high percentage of fine - grained material which makes them extre moisture- sensitive and subject to disturbance when wet. The contractor must use care during site preparation and excavation operations so that the underlying soils are not softened. If disturbance occurs, the softened soils should be removed and the area brought to grade with structural fill. Consideration should be given to protecting access and staging areas with an appropriate section of crushed rock or Asphalt Treated Base (ATB). if crushed rock is considered for the access and staging areas, it should be underlain by engineering stabilization fabric to reduce the potential of fine - grained materials pumping up through the rock and. turning .the area to mud. The fabric will also aid in supporting construction equipment, thus reducing the amount of crushed rock required. We recommend that at least l inches of rock be placed over the fabric, however, due to the variable nature of the near - soils and differences in wheel loads, this thickness may have to be adjusted by the contractor in the field. 10.0 STRUCTURAL FILL if fill is to be placed on slopes steeper than 5H :1V (Horizontal to Vertical), the base of the fill should be tied to firm, stable subsoil by appropriate keying and benching which would be established in the field to suit the particular soil conditions at the time of grading. The keyway will act to embed the toe of the new fill into the hillside. Generally, the keyway for hillside fills should be at least 8 feet wide and cut into the lower, dense or stiff, natural sediments. Level benches would then be cut horizontally across the hill; following the contours of the slope. No specific width is required for the benches, although they are usually a few feet wider than the dozer being used to cut them. All fills proposed over a slope should be reviewed by ou prior to construction. After overexcavation/stripping has been performed to the satisfaction of the geotechnical engineer/engineering geologist, the exposed ground surface should be recompacted to at least 90 percent of the modified Proctor maximum density using ASTM :D 1557 as the standard. if the subgrade contains too much moisture, adequate recornpaction may be difficult or impossible to obtain and should probably not be attempted. in lieu of recompaction, the area to receive fill 246417 -7tt4 Plat afFoster:Ridge Geotechnical Service R T davila, Washington should be blanketed with washed rock or quarry spans to act as a capillary break be new fill and the wet subgrade. Where the exposed ground remains soft and der overexcavation is impractical, placement of an engineering stabilization fabric may be necessary to prevent contamination of the free - draining layer by silt migration from below. After, recompaction of the exposed ground is tested and approved, or a free - draining rock course is Iad, structural fill may be placed to attain desired grades. Structural fill is defined as non- organic soil, acceptable to the geotechnical engineer, placed in maximum 8 -inch loose lifts with each lift being compacted to a minimum of 95 percent of the modified Proctor maximum density using ASTM:I) 1557 as the standard. In the case of roadway and utility trench filling, the backfll should be placed and conipacted In accordance with current municipal codes and standards. The top of the compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the location of the perimeter footings or roadway edge before sloping down a an inclination no steeper than '2H:1 V. Soils in which the amount of fine- grained material (smaller than No. 200 sieve) is greater t ha approximately 5 percent (measured on the minus No. 4 sieve size) should be considered moisture- sensitive. Use of moisture-sensitive soil in structural fills should be limited to favorable dry weather and dry subgrade conditions. The on- site soils contained significant amounts of silt, are considered to be extremely moisture- sensitive, and were well above their optimum moisture content at the time of our field exploration. Even during summer months, it is likely that the on -site soils may be too wet to compact for structural fill In addition, construction equipment traversing the site when on -site soils are wet can cause considerable disturb= proper compaction cannot be obtained, a select import material consisting of a clean, free- draining gravel and/or sand should be used. Free - draining soil is defined as soil containing less than 5 percent passing the No. 200 sieve, based on the minus No. 4 sieve fraction. A representative from our Finn should inspect the stripped subgmde and be present d in placement of structural fill to observe the work. A representative number of in -place density tests should also be conducted by an independent soil testing laboratory. In this way, the adequacy of the earthwork may be evaluated as filling progresses and any problem areas may be corrected at that time. It is important to understand that taking random compaction tests on a part -time basis will not assure uniformity or acceptable performance of a fill. As such, we are available to aid the owner in developing a suitable monitoring and testing program. 11.0 FOUNDATIONS Spread footings may be used for building support when founded on the dense natural soils of Units 3 or 4, or structural fill placed as previously discussed. We recommend that an allowable bearing pressure of 2,000 pounds per square foot (psi) be utilized for foundation design purpos including both dead and live loads. An increase of one -third may be used for short -term wind or Gary A. Flowers, PLL C: 19332 Avenue NE Shoreline, Washington 98153 - 1106 11 Plat of Ridge TulavIla Washington Gary A. Flowers, PL1.C. 19532 Avenue NE Shoreline, Washington 98155 -1106 12 Geotechnical Service seismic loading. All perimeter footings should be buried at least 18 inches into the surrounding soil for frost protection; interior footings require only 12 inches burial. To limit settlements, all footings should have a minimum width of 14 inches for one -story structures with 2 inches of width added for each additional story. Anticipated settlement of footings founded on medium dense natural sediments or approved structural flit should be on the order of I inch. However, disturbed soil not removed from footing excavations prior to footing placement could result in increased settlements. All footing areas should be inspected by a representative of this firm prior to placing concrete to verify that the design bearing capacity of the soils has been attained and that construction conforms with the recommendations contained in this report. Such inspections may also be required by the governing municipality. Perimeter footing drains should be provided as discussed under the section on Drainage Considerations. 12.0 FLOOR SUPPORT It is our understanding that a crawl space type construction may be used for portions of homes built on slopes. Construction of the crawl space should include covering the soil below the floor system with a moisture barrier to reduce dampness. It is our understanding that within basement or garage areas the floors will be slab -on- grade. Slabs may be cast over medium densetmedium stiff natural ground or approved structural fill. Where moisture intrusion through the slab is to be controlled, the slab subgrade should be . covered with 4 inches of pea gravel to act as a capillary break. The pea gravel should then be covered by a plastic moisture barrier, A 2 -inch ` layer of sand may then be placed atop the moisture barrier to aid in the curing of concrete and to help protect the plastic. 13,0 LATERAL WALL PRESSURES All backfill behind walls or around foundation units should be placed recommendations for structural fill and as described in this section of the report. Horizontally backfilled walls which are free to yield laterally at least Uwl percent of their height, may be designed using an equivalent fluid equal to 40 pounds per cubic foot (pcf). Fully restrained, horizontally backfilled rigid walls which cannot yield should be designed for an equivalent fluid of 60 pcf. Surcharges from sloping ground, adjacent footings, heavy construction equipment, floor leads, or sloping ground must be added to the above values. Slopes above retaining walls shall be graded to no steeper than 311:1V. The lateral pressures presented above are based on the conditions of a uniform, horizontal backfill consisting of imported sand and gravel compacted to 90 percent of ASTM:D 1557 with a blanket Plat of Fo.vter Ridge Tukwila Washington 1933212°' Avenue la 13 Geotechnical Services drain of washed drain rock immediately adjacent to the wall. In lieu of placing a blanket drain, select import of free - draining sand and gravel may be used to backfill the wall. Free - draining soil is defined as soil containing less than 5 percent passing the No. 200 sieve, based on the minus No. 4 sieve fraction. Alternatively a geotextile drainage mat, such as MiraDrain, IncaDrain or DeltaDrain may be used for this purpose. All of these drainage methodologies must hydraulically connect to the footing drain system for the wall. A higher degree of compaction (above 90 percent) is not recommended for the wall backfill as this will increase the pressure acting on the wall. A lower compaction may result in settlement behind the wall especially If any structures (sidewalks, landscape walls, stairways, patios, etc.) will be placed atop the backfill soils. 14.0 DRAINAGE CONSIDERATIONS As indicated previously, both shallow perched water and ground water within the sand beds o Unit 4 will likely be encountered during construction. Traffic across the on -site soils, when they are damp or wet, will result in disturbance of the otherwise firm stratum. Therefore, prior to site work and construction, the contractor should be prepared to provide drainage as necessary. This will Iikely be required even during the summer months. All retaining and perimeter footing walls should be provided with a drain at the footing elevation. Drains should consist of rigid, perforated, PVC pipe surrounded by washed pea gravel. The level of the perforations in the pipe should be set approximately at the bottom of the footing and the drains should be constructed with sufficient gradient to allow gravity discharge away from the building. In addition, if select, free - draining backfill is not used, retaining walls should be lined with a minimum 12 -inch thick washed gravel blanket or geotextile drainage mat that extends t within 1.5 feet of ground surface and which ties into the footing drain. Roof and surface rune should not discharge into the footing drain system but should be handled by a separate, rigid, tightline drain. In planning, exterior grades adjacent to walls should be sloped downward away from the structure to achieve surface drainage. As requested by the City of Tukwila, an interceptor drain should be installed along the up elevation of lots 5 and 6 prior to beginning site work. The interceptor drain should consist of an 8 -inch wide trench which is excavated a minimum of 1 foot into the lower, dense, relatively impermeable soils. A rigid, PVC pipe should be placed near the bottom of the trench, embedded in washed drain rock. The pipe should have sufficient slope to drain by gravity and the water should be directed into an approved storm drainage facility. As per city requirement, the collected ground water should be discharged into a suitably designed level spreader system located at the east end of the interceptor drain that will serve to provide recharge to the wetland hi Tract 99. Gary A, Flowers, PLLC Shoreline, Washington 98133 -1106 206 -417 - 7640 Plat of Foster Ridge Tukwila, Washington The planned storm water drainage system for the site includes a detention vault to be placed north of Lot 1 and installation of an HDPE pipe to connect the detention vault to an existing catch basin on private property north of the subject site. Installation of the HOPE pipe down the slope to the catch basin should be completed with hand labor only in order to minimize disturbance to the slope In this area. 1953212* Avenue NE 15.0 PROJECT DESIGN AND CONSTRUCTION MONITORING We are available to provide geotechnical engineering and monitoring services during construction. The integrity of the foundations, driveways and roadways depends on proper site preparation and construction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent, We have enjoyed working with you on this study and are confident that these recommendations will aid in the successful completion of your project. If you should have any questions, or require further assistance, please do not hesitate to call. • .� Respectfully Submitted, } Gary A. Flamers, P.E.O. Principal Engineering Geologist 14 Geofechnica! Services C=IIM MAU. Robert M. Pride, P.E. Geotechnical Engineer Attachments: Figure 1, Site and Exploration Plan Figures 2, 3 and 4, Schematic Geologic Cross Sections A -A', B -B' and C-C' (by others) Appendix A, Exploration Pit Logs (by others) REFERENCE Pratt, T.L., 1995, The Puget Lowland Thrust Sheet: Presentation to the October Mee Northwest Geological Society, Seattle, Washington, Gary A. Flowers, PLLC. Shoreline, Washington 98155 -1144 2 ~ U M NI s • Y f lig/LID3S SCOW =gnaw OMEN= C MAMA Plat of Fatter Ridge tieotechnteal Services Report 7�arkwlla, I`thington 19532 <12'" Avenue NE APPENDIX A EXPLORATION LOGS G A. Flowers, PLIC. Sbonline, Washington 981554106 0 0 M 5 10 - 15 NINBER EP-2 0 S 1D 15 FOSTER RIDGE TUKWILA WASHENGTON EXPLORATION PIT LOG IMENT DESCRIPTION SEDIMENT DESCRIPTION tobsutace dotuftlons depicted represent ors observations at the it+ne and location of this snploretnry hale, roortineti by Interpretation, engineering cnalysis, end lodgment. They are not neaeseer*y representative of ether dynes end locations. accept responsibility for the use or interpretation by others at Information presented on We log. G99296A JANUARY 1997 a uto c A 3BOC1ATED EAP1"t-11 ECIENCEB, INC - Loose, vet, dark brown, silty, fine sand with occasional gravel., a roots. (Fill) Ovarlies approximately 1' thick red- brown soil horiaon, (Unit 1) Medium Stiff to stiff, wet, mottled grey. sandy silt to silt ne san occasional gravel. Weathered /disturbed zone. Minor to mod erate water lseepage,at approximately 5'. (Unit 2) Very stiff becoming hard, moist to wet, grey, sandy silt to silty, fine sand. Gredes to hard, wet, blue -grey silt with trace to some clay, occasional dropetonee. Some hreccitted /alickensided surface Diamictic lenses and interbede of fine sand from 12'-14'. (Unit 4) Bard, ' moist, blue -grey, silt, diemictic upper 1'. 2'+ boulder at approximately 7 (Unit 4) DOH 9 14' Note: Minor to moderate seepage at approximately 5'. No caving. 0 M 5 10 - 15 NINBER EP-2 0 S 1D 15 FOSTER RIDGE TUKWILA WASHENGTON EXPLORATION PIT LOG IMENT DESCRIPTION SEDIMENT DESCRIPTION tobsutace dotuftlons depicted represent ors observations at the it+ne and location of this snploretnry hale, roortineti by Interpretation, engineering cnalysis, end lodgment. They are not neaeseer*y representative of ether dynes end locations. accept responsibility for the use or interpretation by others at Information presented on We log. G99296A JANUARY 1997 a uto c A 3BOC1ATED EAP1"t-11 ECIENCEB, INC Topsoil. ! Loose t medium dens wet, mottled brown ailty, fine sand w ith gravel, ,Loose Weathered /disturbed tone. (Unfit. 2 :...._. , Dense becoming very dense, moist, mottled brown, silty, line send t trix withflrevel and cobbles, unsorted. (Lodgement Till -- Unit 3) Bard, ' moist, blue -grey, silt, diemictic upper 1'. 2'+ boulder at approximately 7 (Unit 4) BOW. 0 12' Note: Minor seepage at approximately 2' -3'. No caving. 0 M 5 10 - 15 NINBER EP-2 0 S 1D 15 FOSTER RIDGE TUKWILA WASHENGTON EXPLORATION PIT LOG IMENT DESCRIPTION SEDIMENT DESCRIPTION tobsutace dotuftlons depicted represent ors observations at the it+ne and location of this snploretnry hale, roortineti by Interpretation, engineering cnalysis, end lodgment. They are not neaeseer*y representative of ether dynes end locations. accept responsibility for the use or interpretation by others at Information presented on We log. G99296A JANUARY 1997 a uto c A 3BOC1ATED EAP1"t-11 ECIENCEB, INC MASER -3 0 10 td 5 NUMBER EP -4 C 5-- or 10-- 15 --• *CC FOSTER RIDGE TUKWILA„ WA' NOTON EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIM NT DESCRIPTION t oted tepaeueist our ebma vr ns at 5* liner ari&ytlu. not neets pOns m*y tot the us. ett 1t+tet crtk t► by eitheee ut bltoenastl bob d 096296A • ry 4 JANUARY 1 ABOCZCIA "r o E AR I NCE NC Soft to medium stiff, wet, brown, sandy silt to silty, fine sand, some root debris. (Fill - Unit 1) Overlies approximately 1+)' thick topsoil horizon. Topidoil D n se•becoming wary'dense moist, mottled brown, silty, fine sand matrix with grewel end cobbles, unsorted. (Lodgement Till - Unit 3) Dense becoming wary dense, moist, mottled brown, eiity fine s and matrix with gravel and cobbles, unsorted. (Lodgement Till - Unit 3) .; Hard, moist to wet, blur - =tray, silt with interbede of fine hand. Some_brecciated, slickenaided surfaces. Moderate water flow from fine send. hence at approximately 14'. (Unit 4) Very stiff to hard, wet, blue -grey silt with fine sand interbeda, to sr seepage at approximately 8'. (Unit 4) $OH 0 14' Note: Moderate water flow at approximately 14'. No caring. MASER -3 0 10 td 5 NUMBER EP -4 C 5-- or 10-- 15 --• *CC FOSTER RIDGE TUKWILA„ WA' NOTON EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIM NT DESCRIPTION t oted tepaeueist our ebma vr ns at 5* liner ari&ytlu. not neets pOns m*y tot the us. ett 1t+tet crtk t► by eitheee ut bltoenastl bob d 096296A • ry 4 JANUARY 1 ABOCZCIA "r o E AR I NCE NC Soft to medium stiff, wet, brown, sandy silt to silty, fine sand, some root debris. (Fill - Unit 1) Overlies approximately 1+)' thick topsoil horizon. 'o t to sae.istm s tiff, sa turated, mottled, blue -grey, sandy silt to silty, fine sand, occasional gravel, unsorted. Weathered /disturbed zo ne.. Water seep age' at approximately 8'. (Unit 2) Dense becoming wary dense, moist, mottled brown, eiity fine s and matrix with gravel and cobbles, unsorted. (Lodgement Till - Unit 3) .; Very stiff to hard, wet, blue -grey silt with fine sand interbeda, to sr seepage at approximately 8'. (Unit 4) B0H s 1s' Notes Minor seepage at approxima 8', na raving. MASER -3 0 10 td 5 NUMBER EP -4 C 5-- or 10-- 15 --• *CC FOSTER RIDGE TUKWILA„ WA' NOTON EXPLORATION PIT LOG SEDIMENT DESCRIPTION SEDIM NT DESCRIPTION t oted tepaeueist our ebma vr ns at 5* liner ari&ytlu. not neets pOns m*y tot the us. ett 1t+tet crtk t► by eitheee ut bltoenastl bob d 096296A • ry 4 JANUARY 1 ABOCZCIA "r o E AR I NCE NC - Hard, moist to wet, blue -grey, silt with fine sand interbeda. (Unit 4) ROD A 14' Hater Minor to moderate water seepage at approximately S'. . No caving. Topsail. Medium stiff,' moist to wet, mottled brown, sandy silt to silty fin sand. scattered travel, Weathered /disturbed y on: Dense becoming very dense, ` moist, mottled brown, silty, fine sand mst:rix with gravel and cobbles, unsorted. (Lodgement Till - Unit 3) Hord, wet, blue -grey, silt with fine sand interbeds end diamictl,c lenses. (navel zone et approximately 12' vi th moderate water flow. (Unit 4) BOH A 15" Notes Moderate water flow nt approximat :l2'; no cavin ER 0 * 16 S 10 15 -5 EXPLORATION PIT LOG SEDIMENT DESCpRIPTION SEDIMENT T DESORPTION gebserfettik etwerk tt tateleetst on, enpineet except responsmuy for end t. they or int *the FOSTER 1 TU1CWILA, WASHINGTON AGEICICIA TE E ARTH !ENO 1IN Soft to medium' stiff, wet, brown, sandy silt to silty, fine send, some root debris. (rill - Unit 1) Overlies approximately l' thick topsoil horizon. Medium stiff, moist to wet, mottled brown, sa ndy tilt to silty, fine 'sand, scattered gravel, Weathered /disturbed zone. (Unit 2 Dense becoming very dense, moist, mottled brown, silty, fine Sand matr with gravel and cobbles, unsorted. (Lodgement Till - Unit 3) . Topsail. Medium stiff,' moist to wet, mottled brown, sandy silt to silty fin sand. scattered travel, Weathered /disturbed y on: Dense becoming very dense, ` moist, mottled brown, silty, fine sand mst:rix with gravel and cobbles, unsorted. (Lodgement Till - Unit 3) Hord, wet, blue -grey, silt with fine sand interbeds end diamictl,c lenses. (navel zone et approximately 12' vi th moderate water flow. (Unit 4) BOH A 15" Notes Moderate water flow nt approximat :l2'; no cavin ER 0 * 16 S 10 15 -5 EXPLORATION PIT LOG SEDIMENT DESCpRIPTION SEDIMENT T DESORPTION gebserfettik etwerk tt tateleetst on, enpineet except responsmuy for end t. they or int *the FOSTER 1 TU1CWILA, WASHINGTON AGEICICIA TE E ARTH !ENO 1IN ER 0 * 16 S 10 15 -5 EXPLORATION PIT LOG SEDIMENT DESCpRIPTION SEDIMENT T DESORPTION gebserfettik etwerk tt tateleetst on, enpineet except responsmuy for end t. they or int *the FOSTER 1 TU1CWILA, WASHINGTON AGEICICIA TE E ARTH !ENO 1IN 1'P 7 SEDIMENT' DESCRIPTION Topsoil . Medium Stiff, moist to wet, mottled brown, wady silt to silty, fine send, scattered gravel. Weathered /disturbed cone. (Unit 2) De ane becoming very dense, moist, mottled brovn ailty fine sand matrix wi th ra x.1 and cobbles unsorted Lad ni Dense, Matt, brown becoming blue -grey, fine send, mic overl herd, moist to wet, blue -grey, silt, diemictic. taster s e epage in sand Tense. (Unit 4) DOH 0 11' Note. Moderate water seepage at approximately 6'. Ho caving. Hole terminated due to boulder sane at 11'. SEDIMENT DESCRIPTION taabsurf000 senrftions doll:46 d r.ptssant our ob onraliona at {hi lane end location of this oxplotatory bolt, trtodittod by goof* intarpwt*tkm onsfrmormo onslyots. and jadomont. Thry are tot elseosssrtty 1.tlst . of efts ttrnr.s and laosthhn* . Ws will not accept is1ponoibifty for tans two If btorpratation by savers of Information trmiontod en this too, FOSTER RIDGE TUKCWILA. WASHINGTON 098296A 6 10 _. 15 0 10 16 Number P -S aNr Forest duff. Stiff grading to very dense, moist, gray, silty, fine SAND with some fine to medium sand lenses; West Bred 1 -112' to V. (UNIT 4) SOH Note: Slight seepage at 5'; no caving. Number EP -9 EXPLORATION PIT LOG yal Mot ny roots to 1/4: - diameter, (Fill • UNIT 1) 1 Forest dolt., Soft, moist, brown, fine, sandy SI . Medium dense, moist, brown, silty, fine SAND with some medium sand zones. (UNIT 4) SOH rat 15' Note: No seepage; no caving. Pit located at top aeons; slope has bowed trees. tutssface eondiaorn dspt*d ferment we it We Imo end foe t/on OWN wwio dayr tole. eodlkd br volt& ldoeprodedon, engtnnering r etriek sadPddrntM they we not mesas* representsto et c et Nees sled tea one We wM nat meet eiepartbilly for the use or Wrote/don by Mere o Wem at/on monied on lift bp. Associated Earth Sciences, inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 208- 827 -7701 Fax: 206- B27.5424 Reviewed B± Foster Ridge Tukwila," Washin on Project No G99 96A December 1996 i Forest duff. , )" Loose/soft, wet, dark brown grading to brown, silly, fine SAND to fine, sandy SILT. (UNIT 1/UNIT 2) Medium dense becoming dense with depth, moist to wet, brown grading to gray, sky, ine SAND with some coarse sand, trace gravel. (UNIT 3) Dense, wet, gray, stay, fine SAND, trace gravel and dropstones. (UNIT 4) Bi t 18' No Medium seepage gat 6'; itiight caving due to s+eepege 15 0 6 10 i6 Number EP-10 EXPLORATION PIT LOG oreat duff Loose/soft, moist to wet, brown, silty, DON l 16' Note: No seepage; co Nurnber EP -11 Associated Earth Sciences, In 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 206 -827- 206-827-7701 Fax "206. 827 -5424 AND to fine, sandy SILT. (UNIT 2) Medium dense, moist, brown with mottling, silty, fine SAND (Weathered Till); below 6' tenses of coarse sand and gravel; occasional boulders to 18" diameter. (UNIT 3) , damp to moist with depth, light brown, silty, fine SAND< (UNIT 4) Faster Tukwila, Project No. 6 December 199 10 16 10 16 - Soft, moist to wet, dark brown, silty, fine SAND, trace gravel; occasional dropatones to 9" diameter. - (Fill . UNIT 1) IMOIon Dense to very dense with depth, moist to wet, greenish -grey, silty, fine to medium SAND, trace gravel (UNIT 3) revel. uNrr Dense moist, mak ed brown, silty, fine SAND with some Very dense, moist, bluish -gray, silty, fine SAND to fine, sandy SILT with trace gravel and with lenses of fi sand with some gravel. (UNIT 4) WPM 50H ©15' Note: Slight seepage at 3' end 8'; no caving. Numb EP -1 - Very dense, moist, light brown, silty, fine SAND with some dropstones. (UNIT 4) Forest duff. Soft, moist to wet, dark brown grading to light brown, silty, fine SAND. (UNIT 2) -- Grades to very hard, moist to wet, grey, silty, line SAND to tine sandy 81LT, som — (UNIT 4) 1ckenalde aui Subruncl:e eandfdant depict. d tepees* bur chum eon et ten nor Ike aplwe y! keaatpastetbat, uftrinutrie$1 enebil, and judornent 'they nn not ntoesteret teerete ete tine Otter g octopi ra*poni betty for the his or Mdeprete en by other* of lmfamalon preeenled on NI leg t vie s y Associated Earth Sciences, in 911 Fifth Manue suite 100 Kirkland, Washington 98033 Phone: 206 - 8277101 Fax: 206 - 827»5424 ed tyr gsokilto *lions We wS #e Foster Rid Tukwila, Washington Project No. 006296A December 1996 1Forestduff ...: Loose, moist to wet, dark brown grading to fght brown, silty, fine SAND, (UNIT 2) Dense very dense, moist, tight brown, silty, fine SAND. (UNIT 3) 012' to 13' tense of medium to coarse send with slit. BON @ 1 Note: Moderate to rapid se at 12', , caving, 16 6 1D Number EP -'I4 Forest dug. Loose becoming dense, motst, dark brown grading to light brown, silty, 8' to 9' tense of coarse send end dense, moist, tight brown, silty, fine SAND; breccieted. (UNIT 3) Number EP 15 SON 15' Note: Seepage , 4', and 8', no cavil Associated Earth S 1t3f1 911 Pik Avenue, Suite 108 Kirkland, Washington 98033 Phone: 208-8274701 Fax 208- 827 -5424 EXPLORATION PIT ve 12' to 12 -112' I e of very dense, n olst, gray, silty, fine sand OG SAND, (UNIT 2) Fas Tukwila, a lnl ton Project No G98 December 1996 Forest duff. Soft/loose becoming dense, moist to wet, dark brown grading to fight brown, mottled, slay, tine SAND to fine sandy SILT. (UNIT 1/UNIT 2) Dense to very dense, moist tight brown, silty, fine SAND with some grevaI with depth. (UN t't` 3) 0 11'10 12' tense of brown medium sand. Ve dense, moist to wet, brown, silty, fine SAND, (UNIT 4) BON 0 16' Note: Slight seepage at 11' to 12'; no caving. 6 10 16 Poste Rid e lktkwiia, Washington Project No (396296A December 1906 Numbe EP -18 Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 208 - 827.7731 Fax: 206- 827 -5424 EXPLORATION PIT LOG Telephone: (206) 242 -9547 FAX: (206) 248 -1744 May 5, 2009 Mark Parsons Superintendent King County Water District #125 Rehabitat Northwest Inc Wafer Zi /r, / 96. 125, JGy Gunk SHANE YOUNG Office Manager MARK PARSONS Superintendent P.O. Box 68147, Riverton Hts. Br. Office: 3460 S. 148th St. Ste. 110 TUKWILA, WASHINGTON 98168 If there are any questions; please call the District at 206 - 242 -9547. Re: Foster Ridge Development King County Water District #125 has accepted the installation of the water service lines, main line and fire hydrants for this development. Inspections were done by PACE Engineering. I EeZI: 411nte ir4, ► UY 0..5.2009 CTTF' (3� A March 31, 2009 Steve Detwiller Rehabitat Northwest 3601 W Marginal Wy SW Seattle, WA 98106 RE: Request for Extensions Development Permits D07 -207 & D07 -208 Mechanical Permits M07 -134 & M07 -135 Dear Mr. Detwiller, City of Tukwila Department of Community Development Jack Pace, Director This letter is in response to your written request for extensions to Permit Numbers D07 -207, D07 -208, M07 -134, and M07 -135. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be handing the permits as follows: Permit D07 -207 will be extended an additional 30 days, through April 20, 2009 as requested. • Permit D07 -208 will not be granted an extension since an inspection has been completed and the expiration date was automatically extended through September 20, 2009. • The mechanical permits M07 -134 and M07 -135 which expired March 4 and March 6, 2009 respectively and are to remain expired. As stated in the expiration notice letter, extension requests must be received prior to the date of expiration. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, J fer Marshall Pe it Technician File: Permit No. D07 -207 PAPe mit Cente?sExtension Letters\Permits\2007\D07 -207 Permit Extension.doc jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Neighborhoods Since 1986 Steve Detwiller- President Rehabitat Northwest, Inc. akt tfo eefriietAcS, Pe7- ?1a7 moot 207- 'ZAVE1 `✓ e t 5 rc444a.aile em •.• o s 0 9 License #: REHABN•016MA Thank you in advance of your consideration. City of Tukwila Dept of Community Dev 6300 Southcenter Blvd, Suite 100 Tukwila, Wa. 98188 Ref; Permits; D07 -208, M07 -135, M07 -134, D07 -207 it1 R 0 ntiS To Whom it May Concern, Dear Ms/Mr., We are in the process of getting final inspections completed on the above permits. We will need another 30 days to accomplish this. 6/e Doi/i)1 5 110 3601 W. Marginal Way SW Seattle, Washington 98106 Steve Detwiller Builder /Developer Ofc 206.932.7355 Fax 206.933.7355 steve@rehabitatnorthwest.com 02 -02 -2009 CHAD DETWILLER 3601 MARGINAL WAY SW SEATTLE WA 98106 RE: Permit No. D07 -208 4618S140STTUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 03/25%2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician xc: Permit File No. D07 -208 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 02 -12 -2008 CHAD DETWILLER 3601 WEST MARGINAL WAY SW SEATTLE WA 98106 RE: Permit Application No. D07 -208 4618 S 140 ST TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 06/08/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 03/04/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 03/04/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: Ter Marshall . t Technician dit Permit File No. D07 -208 City of Tukwila ila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 December 11, 2007 Chad Detwiller 3601 W Marginal Wy SW Seattle WA 98106 RE: Request for Permit Application Extension Development Permit Application No. D07 -208 Mechanical Permit Application No. M07 -135 Plumbing/Gas Piping Application No. PG07 -166 Rehabitat Northwest, Lot 6 — 4618 S 140 St Dear Mr. Detwiller: This letter is in response to your written request for an extension to Permit Application Nos. D07 -208, M07 -135, and PG07 -166. The Building Official has reviewed your letter and considered your request to extend the above referenced permit applications. The City of Tukwila Building Division will be extending the expiration date of your permit applications for an additional 90 days from the original application expiration date (through March 4, 2008) as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, Jerlru er arshall it hnician city of Tukwila File: Permit No. D07 -208, M07 -135, & PG07 -166 P:\Pemtit CenterExtension Letters\Pennit Applications\2007\D07 -208+ Application Extension.doc jem Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Neighborhoods Since 1986 Rehabitat Northwest November 20, 2007 Bob Benedicto Building Official -City of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 Dear Mr. Benedicto I 2 3 2 3 RE: Permit Extensions: M07 -135, D07 -207, M07 -132, D07 -208, M07 -134, D07 -205, PG07 -166, PG07 -163, and PGO - 65 3 We would like to request an extension for the above permits connected to the Foster Ridge Development. We are actively working with departments within the City of Tukwila to resolve several issues related to the short plat for this development. We expect to record the short plat within the next 3 -4 weeks. Once the short plat is recorded, we will continue to work with City of Tukwila departments to complete these complete the permit process and build these homes as quickly as possible. Thank you for your cooperation and assistance in resolving this matter. Please contact me if you have any questions or concerns. Sincerely, a.oca Chad Detwiller Finance Manager Rehabitat Northwest, Inc License #: REHABN'016MA 3601 W. Marginal Way SW Seattle, Washington 98106 Steve Detwiller Builder /Developer ofc 206.932.7355 Fax 206.933.7355 steveerehabitatnorthwest.com NOV 2 6 2007 COMMUN:Tr DEVELONENT .a/Lfd a-afi A/446649,0a liaae 1/- 2-Go -20e7 t\xe 12-105101- 6 Dzioi-tifo 11 -06 -2007 CHAD DETWILLER 3601 WEST MARGINAL WAY SW SEATTLE WA 98106 RE: Permit Application No. D07 -208 4618 S 140 ST TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 06/08/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 12/05/2007 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 12/05/2007. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: er Marshall • • t Technician Permit File No. D07 -208 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 October 5, 2007 Chad Detwiller 3601 West Marginal Wy SW Seattle WA 98106 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -208 Rehabitat Northwest, Lot 6 — 4618 S 140 St Dear Mr. Detwiller, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have included comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Sincerely wer arshall hnician City of Tukwila Department of Community Development Steve Lancaster, Director of4did encl File No. D07 -208 P:\Pemtit Center\Correction Letters \2007\D07 -208 Correction Ltr #1.DOC Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 l PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tulcwilama.us Development Guidelines and Design and Construction Standards DATE: October 3, 2007 PROJECT: Rehabitat NW SFR Lot 6 of Foster Ridge Short Plat REVIEW #: 1 PERMIT NO: D07 -208 PLAN REVIEW: Contact Joanna Spencer at (206)431 -2440 if you have any questions regarding the following comments. 1) Please refer to PW comments for adjacent lot 5 under D07 -207. Laurie Admin/Joanna /Comments D07 -208) PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: September 26, 2007 PROJECT: Rehabitat NW SFR Lot 5 of Foster Ridge Short Plat REVIEW #: 1 PERMIT NO: D07 -207 PLAN REVIEW: Contact Joanna Spencer at (206)431 -2440 if you have any questions regarding the following comments. 1) Please execute attached Sensitive Area Hold Harmless Agreement. See attached form. A separate form shall be executed for each lot of Foster Ridge Short Plat. 2) November 13, 1998, Associated Earth Sciences, Inc. geotechnical report shall be updated to incorporate new lot configuration and new International Building Code requirements. Special attention shall be given to Chapter III, Design Recommendations. Please submit the original report and subsequent report amendment. Please cross reference these reports on your plan (date, report title, name, address, phone number of geotech firm ). 3) Submit an As -Built utility plan for Foster Ridge plat so location of utility connections to existing stubs can be verified. 4) Plans for single family homes in or adjacent to sensitive areas shall be prepared, signed, stamped and dated by a Washington State registered Professional Engineer. Please state earthwork quantities on plan: cu yds of cut and cu yds of fill and any yardage that needs to be exported. Plan you submitted shows only existing contours which do not match contours shown on site plan submitted for lot 6. 5) In addition a composite grading/utility plan shall be submitted for the whole Foster Ridge site showing existing and proposed contours (2 -ft intervals), driveway slope and elevations, footprints of proposed structures, finished floor elevations for homes and garages, any rockeries, retaining walls and cumulative earthwork quantities. 6) Show appropriate cross - sections through lots 5 and 6 and 5 and 4 including finished floor elevations, existing and proposed grades. 7) See attached mark -up for additional comments. (P:Laurie Admin/Joanna/Comments D07 -207) Building Division Review Memo Date: September 5, 2007 Project Name: Rehabitat Northwest, Lot 6 Permit #: D07 -208 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a site key -plan to show location of the subdivision and indicates project location within the subdivision. 2. An engineer's soils report shall be required for this site. Among the recommendations by the soils engineer, the soils report shall provide recommendations for the foundation and footing design. Soils report shall also provide recommendations for drainage of this site. 3. Provide a site drainage plan with details for footing - drains, downspout and site runoff as recommended by the soils report. 4. Engineer plan detail #1 sheet S3 indicates a foundation wall over 8 feet high. The topograpnical elevations on the site plan indicate a lot slope of about 10 feet from front to back. There are some inconstancies pertaining to the actual height of the foundation wall and the "Retaining Wall Schedule" provided by the engineer concerning the size of footing. Please clarify the footing size to be consistent with the recommended size per the Retaining Wall Schedule or provide a note to verify the detail design supersedes wall schedule. Show actual height of the foundation wall. Foundation design shall be consistent with the soils engineer's report. 5. In addition to item 4) the elevation drawings showing finish grade are inconsistent with the lot slopes per topographical elevation lines. Provide a finish grading detail for the lot that is consistent with the finish grade shown on the site plan and elevations. Identify any exterior rockeries or retaining walls intended for the sloping lot conditions. The design details shall also be consistent with soils report recommendations. 6. Window well plan notes indicate "shall comply with code ". Show specific window well sizes on the plan and provide specific notes with dimensions to meet egress requirements for the window wells. (IRC R310.2) 7. Mechanical notes make reference to Uniform Mechanical Code. Revise notes to show 2003 International Mechanical Code. 8. Please provide four sets of drawings complete with all combined revisions. For your reference: Future plans submitted after July 1 2007 shall recognize 2006 International Building, 2006 WSEC and 2006 Mechanical Codes. 2006 Uniform Plumbing Code is the only recognized "uniform" code in the City of Tukwila. Should there be questions concerning the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. • Page 1 Tukwila Building Division Allen Johannessen, Plan Examiner July 26, 2007 Chad Detwiller 3601 W Marginal Wy SW Seattle WA 98106 Cizy of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 2 Development Permit Application D07 -208 Rehabitat Northwest, Lot 6 — 45xx S 139 St Dear Mr. Detwiller: Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. Steven M. Mullet, Mayor This letter is to inform you that your resubmittal received at the City of Tukwila Permit Center on July 19, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the following comment. 1. Site plan shows incorrect city and parcel number. Please correct. Planning Department: Nora Gierloff, at 206 433 -7141, if you have any questions concerning the attached comments. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made In person and will not be accepted throui'h the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Jennifer Marshall Permit Technician Enclosures File: D07 -208 P :\Permit Center\lncomplete Letters \2007\D07 -208 Incomplete Ltr #2.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: July 23, 2007 PROJECT NAME: Foster Ridge Lot 6 PLAN CHECK NO.: D07 -208 PLANNING DIVISION COMMENTS Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. 1. A front yard setback of 20' is needed from the north property line. A side setback of 5' is needed on the west (wetland building setback controls on the east) and a rear setback of 10' from the south property line. 2. The site plan shows clearing and stockpiling within the wetland buffer. This is not acceptable. The silt fence and limits of clearing should be west of the buffer edge as shown on the approved civil plan, see attached drawing. Q:\FOST RDG\Lot6BuildPermit.DOC June 14, 2007 Chad Detwiller 3601 W Marginal Wy SW Seattle WA 98106 Dear Mr. Detwiller: Sincerely, Enclosures File: D07 -208 RE: Letter of Incomplete Application # 1 Development Permit Application D07 -208 Rehabitat Northwest, Lot 6 — 45xx S 139 St Planning Department: Nora Gierloff, at 206 433 -7141, if you have any questions concerning the following comments. 1. The site plan must show wetland buffer, building setback line, and contour lines. 2. Provide landscape plan for on -site plantings. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. P :\Permit Center\Incomplete Letters\2007\D07 -208 Incomplete LIT #1.DOC jem Steven M. Mullet, Mayor Department of Communi=ty Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 8, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D07 -208 DATE: 11 -01 -07 PROJECT NAME: REHABITAT NORTHWEST, LOT 6 SITE ADDRESS: 4618 S 140 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: tl -IC BuiFc(ng U[vision b MINATIO N OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 .,..� PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP -0$ Fire Prevention Structural Incomplete ❑ TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: n ❑ Planning Division n Permit Coordinator DUE DATE: 11-06-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DATE: n n DUE DATE: 12-04-07 Approved ❑ Approved with ConditionsQ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPART ENTS: 9-54/ / uI 4 ing !vision P blic W_prks, tk1 .4,,01 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 ACTIVITY NUMBER: D07 -208 DATE: 08 -24 -07 PROJECT NAME: REHABITAT NORTWEST, LOT 6 SITE ADDRESS: 4618 S 140 ST Original Plan Submittal X Response to Incomplete Letter # 2 Response to Correction Letter # Revision # After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete M Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: io1 Bldg 111 Pl ing Division XI ❑ Permit Coordinator ❑ DUE DATE: 08-28-07 Not Applicable C No further Review Required DATE: DUE DATE: 09-25-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) C Notation: REVIEWER'S INITIALS: DATE: Fire ❑ Ping ❑ PW93 Staff Initials: ACTIVITY NUMBER: D07 -208 DATE: 07 -19 -07 PROJECT NAME: REHABITAT NORTHWEST, LOT 6 SITE ADDRESS: 45XX S 139 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS Bu Idi g is! n Public Works Complete Comments: Documents/routing slip.doc 2 -28-02 PERMI COORD COPY ' 41. PLAN REVIEW /ROUTING SLIP Permit Center Use Only INCOMPLETE LETTER MAILED: APPROVALS OR CORRECTIONS: 5(1' Awl 1;t011 i l � Z �°? Fire Prevention PI nn ng Ivlslon ❑ Permit Coordinator Structural DETERMINATION OF COMPLETENESS: (Tues., Thum) DUE DATE: 07 -24 -07 ❑ Incomplete Departments determined incomplete: Bldg Fire ❑ Ping PW ❑ Staff Initials: Not Applicable LETTER OF COMPLETENESS MAILED: TUESJTHURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 08 -21 -07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 1ERMIT COORD CO?! " Thv PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D07-208 DATE: 06-08-07 PROJECT NAME: REHABITAT NW LOT #6 SITE ADDRESS: 45XX S 139 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division riti Public Works i t& DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Documents/routing slip.doc 2-28-02 APPROVALS OR CORRECTIONS: 511 datit4 d84 1.44. Fire Prevention Paning D ivision Structural El Permit Coordinator El Incomplete DUE DATE: 06-12-07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: cc/(1141 61- LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping PW 0 Staff initials: TUES/THURS ROUTING: Please Route 1=1 Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 07-10-07 Approved El Approved with Conditions 0 Not Approved (attach comments) Ell Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 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. Date: 1 0,7 Plan Check/Permit Number: D07-208 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Rehabitat Northwest, Lot 6 Received at the City of Tukwila Permit Center by: �J ly1 - Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M Mullet, Mayor Steve Lancaster, Director �ECEIyED C11YOF TUti,Ant , NOV 01 1007 Project Address: 4618 S 140 St Mou se 44. 6e SPr; t i1J per' f 'ac G lroa1Q • Contact Person: �LJ..Ir✓•`�/e Phone Number: ( Summary of Revision: &v;a`ro/ .2 a -S a C et gea .J .cv i i-- lahhot ' /a o7 Adate d Ss.fsil a&! /l 4 4e- eii e_. c... dec too pins.; 1K:5 . F.4«tSc _A O r t /,` re f. &ca e Nt 2 Q.✓ aS �d ,ceositelos 4o r d 1c Lt- .x0 c -cal` ¢i C ay.-4; ers)S, a MecL.v. cc,i? /40 -426 4'6 rece.r+e .t 2-0% �a. cc- 04- cJt. Pro o) ar. e4,4 fro r- yeti l,oh i • aOc l �s c-5 re o'' .6 / S Lit; A) N.,01 :4: a zs. PQVeSJ �icI,9 per- PO I rk - Ptcv:�c d e c etdoc / cScott cle- Rico— E4 e� aeaff i4revaad /6-4 Gross - Sec4 Sheet Number(s): f 4- l • f} 2, �} • At( i NT, tV "Cloud" or highlight all areas of revision including date of revision 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. Date: 041757 y/e7 ® Response to Incomplete Letter # 2 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Plan Check/Permit Number: D07-208 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CEtdrE ja Project Name: Rehabitat Northwest, Lot 6 Project Address: 45xx S 139 St Contact Person: /Xa:14,6 .- Phone Number: (X.)'2 - 7 .5!c Summary of Revision: 4v, eed ( 5 . ;"•(-e_ Alfa � re X(ccA- c erne c+ i r-c SS / et 146 _ Gee awe IFS , L lode 5 / aehfr /e - Pau- 1 4 e, '�-c • .� GG e - Q ' j o a pa lore r 1 A, < O t o vei j To • G,»..,,�?t t t�►s.14. jet /� c c.K- 1-t .^ea v.r Di..,-,,u. As Sheet Number(s): A I "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: )AMA Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWILA AUG 24 20071 Date: -0 4,7 City of Tukwila REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Rehabitat Northwest, Lot 6 Project Address: 45xx S 139 St \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan Check/Permit Number: D07-208 Steven M. Mullet, Mayor Steve Lancaster, Director Contact Person: U[ / Phone Number: gag) 9e'2 - 73s5` Summary of Revision: y�eci s� .ptq a9 ; �c.�a� 1,4(.1;4 t Ios1r iV�eS tr �du r 9f a,y ,� .,t rer rJ tred-s / eats pe. r e it . 1/...N. Sheet Number(s): A 1 "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 _7-4 - 7 MY OF TUKWILA I JUL 19 1001 PERMIT CENTER License Information License REHABNI973KZ Licensee Name REHABITAT NORTHWEST INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602241649 Ind. Ins. Account Id TREASURER Business Type CORPORATION Address 1 3601 W MARGINAL WAY SW Address 2 City SEATTLE County KING State WA Zip 98106 Phone 2069327355 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/9/2003 Expiration Date 5/24/2009 Suspend Date Separation Date Parent Company Previous License REHABN*0 I 6MA Next License Associated License Business Owner Information Name Role Effective Date Expiration Date DETWILLER, STEVE PRESIDENT 05/09/2003 Bond Amount FROST, PHILLIP TREASURER 05/09/2003 919249 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #3 CAPITOL INDEMNITY CORP 919249 03/07/2006 Until Cancelled $12,000.00 03/14/2006 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= REHABNI973KZ 05/09/2008 Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Preliminary Plat or PUD ❑ Other l�[ Building Permit ❑ Short Subdivision ❑ Rezone Proposed Use: 14 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: Re ottL 4- 5' Phone: o6 -- 7.SSS Property Address or Approximate Location: Tax Lot Legal Description(Attach Map and Legal Description if necessary): t.o+ co oC Tt,k ,;, Ja...- s P LoN -ocrm • Part B: (To Be Completed by Sewer Agency) • be by side sewer connection only to an existing It size sewer 1. L a. . Sewer Service will provided On/ kist4Fefii the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ other (describe): (3) 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. tr a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: • GFC: $ OP SFC: $ 1 908 - UNIT: $ TOTAL: $ C3 (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $5795:657/residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: l_! Required ❑ May be Required ' RECEIVED c. Other: JUN — 8 2007 PERMIT CENTEt from th By CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Residential: $50 Cad' Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year Si. ature. Title 14816 Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 Commercial: $100 /. 07 Date ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department o [Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not.constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that maybe extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance • with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. I acknowledge that 1 have received the Certificate ofSewerAvailability/NonAvailability and this Attachment, and fully understand the terms and conditions herein. Applicant's Signature Date RECEIve JUN - 8 ZOui PERMIT CEN1 t: Legal Description: Project Address: 4618 S140th Street Tukwila, WA Tax Parcel: 3229200090 Project Number: D07 -208 Project Owner: Rehabitat Northwest, Inc. 3601 W Marginal Way SW Seattle, WA 98106 Contact Person: Chad Detwiller Office: (206) 932 -7355 Fax: (206) 933 -7355 Direct: (425) 829 -5298 Subdivision Kev Note: Water Meter Located along East Edge of Private Road - Ref: Utilities As -Built Plans Sheet 1 04" , n e_ v .cfi l )1( r , oSc < '34p, kli 32 03 Lot Coverage: Total Lot Area: 6,173 SF Total Area of Dwelling: 1,531 SF Total Lot Coverage: 25% Total Area of all Decks: 210 SF 210' a i /q/ng Setback - _ N 82 °43'2 round S\eCt�\c urd Gas \Na ter t F o ot�r9 C Correc e pv oca�r W, t 50 Catch to -h �X� Stocro Sa tGonnect: ore 214 ellsu e v' 5 ft P copeM \_one Corre ction per S\de 2.09 88' \� _ S \op 0,01 Geologies 216'— w o L ► , V °efr1/4 -------------- ------- - - - - -- 218' 78.1 99' - 220' 222'--- Gary A. Flowers, , PLLC & Geotechuicat Consiuihng 19532 'nth Avenue NE Shoreline, WA 98155-1106 1/1/et/a Se /back L . o ne Tree Planting Schedule Paper Birch (3 Required per Landscaping Plan) Western Red Cedar (3 Required per Landscaping Plan) Douglas Fir (3 Required per Landscaping Plan) 206, o CD' (I) LIN N 87 ° 45'54" W 80.711' Setback Ames 206' pui \din9 DS 0 DS erec to pR3 p Co s te e' A r Sy DS '45" e 27 • 2 24' / 5' SEPARATE PERMIT REQUIRED FOB: e Mechanicat Ef/Electricai Th umbing IN Gas '°iPin9 City of Tukwila BUILDING DIVISION SCI Urtixts F\ \t � � GCa \n oi C\ C\r9I 222 O (9 0 - 22 FILE COPY Permit No. Plar review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy an • condiJans Is acknowledged: 4 By % 1 "( 0 s re:cfF City of Tukwila BUILDING DIVISION plans have heen reviewed ,_ y +�. or ks Department fo 1)e �t srandards. t � ontnrmance wit . / r st 5 Acceptance is subject to current _ n which do not authorize violations o f rs and sta�rds or ordinances. The respons'bi ' tor the adequy ac the *signer. *signer. �rd design rests total} lxty f�dditions, do .bons or revisions to th th the 1 Additions, after this date w llwoid this 111,1 fulll require acceptance restibmittal of 'revised drawings rOr.,,suhsequent approval. Final \\ - . - - 1 acccptare is sub I tile Public Wc,rks ,jliti to field inspection ly • 1 2s- By; V 0 w 2 74' 0 c 2 70' 2 12' N D NOV 01 Ziu/ SUBSURFACE EXPLORATION, GEOLOGIC HAZARDS, AND GEOTECHNICAL ENGINEERING REPORT ' FOSTER Met SHORT PLAT 46TH A'rVENTYC serini AT S! UITI 139TH STREET T I NA,WASti1 TON CO RRECTION February 13, 1097 (AESI) Revised November 13, 1998 (AE$$1) LT R# _L.__ Revised October -3tl, 20O' (GAF. PILO 1 ;01Wt • PLHiVit F CEN rER ` 218, 0 w co co C6 F- - (7) o co L u) (".1 co cm co itt 1 0 0 c a) 2 o Z CO 0 u. 1 �9v. FLOOR AREA, FT2 2 OR LESS 3 4 5 6 7 8 4 WALL- EXT. BELOW GRADE MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001 -1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501 -2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001 -2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501 -3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501 -4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001 -5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001 -6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293° 6001 -7000 115 173 130 195 145 218 160 240 175 263 190 285 205 3O8 7001 -8000 125 188 140 210 155 233 170 255 185 278 200 300 215 3231 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 145 218 160 240 175 263 190 285 205 308 220 330 235 353 OPTION 10 GLAZING AREA: % OF FLOOR GLAZ ING U- FACTOR 9 DOOR U- FACTOR 2 CEILING 3 VAULTED CEILING 12 WALL ABOVE GRADE 4 WALL- INT. BELOW GRADE 4 WALL- EXT. BELOW GRADE 5 FLOOR 6 SLAB ON GRADE VERTICAL OVERHEAD I. 12% 0.35 0.58 0.20 R -38 R -30 R -15 R -15 R -10 R -30 R -10 II. 15% 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 IV . UNLIMITED GROUP R - 3 OCCUPANCY ONLY 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 FAN TESTED CFM 0.25" W.G. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMTER MAXIMUM LENGTH FEET MAXIMUM ELBOWS 2 50 4 INCH 25' -0" 4 INCH 70' -0" 3 50 5 INCH 90' -0" 5 INCH 100' -0" 3 50 6 INCH NO LIMIT 6 INCH NO LIMIT 3 S0 4 INCH N/A 4 INCH 20' -0" 3 80 5 INCH 15' -0" 5 INCH 100' -0" 3 80 6 INCH 90' -0" 6 INCH NO LIMIT 3 100 5 INCH 2 N/A 5 INCH 50' -0" 3 100 6 INCH 45' -0" 6 INCH NO LIMIT 3 125 6 INCH 15' -0" 6 INCH NO LIMIT 3 125 7 INCH 70' -0" 7 INCH NO LIMIT3 3 SUPPLY FAN TESTED CFM AT 0.4" WG SPECIFIED VOLUME FROM TABLE 3 -2 MIN SMOOTH DUCT DIAMETER MIN FLEXIBLE DUCT DIAMETER 50 -90 CFM 4 INCH 5 INCH 90 -150 CFM 5 INCH 6 INCH 150 -250 CFM 6 INCH 7 INCH 250 -400 CFM 9 INCH 11 INCH GENERAL CODE ALL REQUIREMENTS OF THE 2003 INTERNATIONAL RESIDENTIAL CODE 3rd EDITION, ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED. BUILDING CONSTRUCTION TYPE: VB SEISMIC ZONE: D2 OCCUPANCY GROUP: R -3 WIND SPEED: 85 MPH EXPOSURE CATEGORY: D CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. SITE WORK GENERAL UNLESS A SOILS INVESTIGATION REPORT BY A LICENSED SOILS ENGINEER IS PROVIDED, THE FOUNDATION DESIGN IS BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACITY OF 2,000 PSF. EXTERIOR FOOTINGS SHALL BEAR 1' -6" MINIMUM BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. ALL BACK FILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. CONCRETE GENERAL MINIMUM CLASS AND USE F'C SLUMP SACKS /C.Y. A. FOOTINGS B. SLABS ON GRADE 1. AIR ENTRAINING AGENT (3% TO 6 %) TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER 2. POSSOLITH 300 SERIES ( 4 OZ. PER 100# OF CEMENT ) TO BE USED IN ALL CONCRETE. 3. MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE. 4. WATER TO CEMENT RATIO PER INTERNATIONAL BUILDING CODE. REINFORCING STEEL ASTM A615 GRADE 40, REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCE APPROVED DETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315. CONCRETE COVER OF REINFORCING STEEL 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 1 -1/2" CONCRETE EXPOSED TO EARTH OR WEATHER 1 -1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER CARPENTRY GENERAL ALL FRAMING SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH 12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH 18" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH LUMBER STRENGTH (UNITS IN PSI) STUDS STUDS FV HEM -FIR #3 75 STUD GRADE 75 JOISTS & RAFTERS HEM -FIR #2 (2X10) 75 1075 HEM -FIR #2 (2X10) 75 980 BEAMS, HEADERS, LINTELS & GIRDERS 4" NOMINAL DOUG -FIR #2 95 960 6" NOMINAL DOUG -FIR #1 85 1,350 GLUE LAMINATED TIMBERS! I DOUG-FIR LARCHE (24F -V4) 165 2,400 STRUCTURAL COMPOSITE TIMBERSL LAMINATED VENEER LUMBER 285 2,600 PARALLEL STRAND LUMBER 290 2,900 LOADINGnnnHn ROOF 15 PSF DEAD LOAD FLOOR 10 PSF DEAD LOAD CEILING 5 PSF DEAD LOAD DECK 5 PSF DEAD LOAD INTERIOR PARTITION EXTERIOR PARTITION FB 500 675 + 25 PSF LIVE LOAD = + 40 PSF LIVE LOAD = + 10 PSF LIVE LOAD = + 60 PSF LIVE LOAD = E 1,200,000 1,200,000 1,300,000 1,300,000 1,600,000 1,600,000 1,800,000 1,800,000 2,000,000 40 PSF 50 PSF 15 PSF 65 PSF 7 PSF 10 PSF WOOD BEARING ON OR INSTALLED WITHIN 1' OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/8" DIAMETER WITH 3 "X3 "X1/4" PLATE WASHERS @ 4' -0" ON CENTER UNLESS NOTED OTHERWISE. 7" MINIMUM EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. PLYWOOD ALL PLYWOOD WALL AND ROOF SHEATHING SHALL BE 2 LAYERS OF 1 /2" CDX OR 1" OF PLYWOOD, UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING SHALL BE 3/4" CDX TONGUE AND GROOVE UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 10D © 6" O.C. @ EDGES AND 12" O.C. INFIELD. SPAN INDEX SHALL BE 40/20. STAGGER ALL PANEL EDGES AT ROOF AND FLOOR SHEATHING. ORIENTED STRAND BOARD (O.S.B.) SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. GLUE LAMINATED TIMBERS ALL GLUE LAMINATED TIMBERS SHALL BE DOUG -FIR LARCH, FABRICATED TO THE REQUIREMENTS OF THE US PRODUCTS STANDARD PS 56. LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF; 2,400 PSI IN BENDING, 1,100 PSI IN TENSION, 1,600 PSI IN COMPRESSION PARALLEL TO GRAIN, 560 PSI IN COMPRESSION PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR ( COMBINATION 24F -V4). GLUE LAMINATED TIMBERS TO BE AITC CERTIFIED. USE WATERPROOF GLUE. MANUFACTURED TRUSSES ALL TRUSSES SHALL BE DESIGNED BY REGISTERED STATE ENGINEER AND FABRICATED FROM ONLY THESE DESIGNS. TRUSSES SHALL BE STAMPED BY THE ENGINEER OR BY A QUALITY CONTROL AGENCY AS THE STATE TRUSS FABRICATORS COUNCIL. ALL TRUSS DESIGNS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. ALL NON BEARING WALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL OR PARTITION. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSSES. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE STRUCTURE. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. ALL TRUSSES SHALL BE DESIGNED FOR UNIFORM LOADING AS FOLLOWS: TOP CHORD 35 PSF OF TRIBUTARY WIDTH BOTTOM CHORD 5 PSF OF TRIBUTARY WIDTH TILE ROOF 45 PSF TOP CHORD 5 PSF BOTTOM CHORD FIREPLACES ALL MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTIONS OF THE INTERNATIONAL BUILDING CODE AND THE UNIFORM MECHANICAL CODE. GLUE LINER MINIMUM, 5/8" FIRE CLAY (OR EQUIVALENT) PER IBC. FLUE AREA PER IBC. CHIMNEYS SHALL SUPPORT ONLY THEIR OWN WEIGHT UNLESS SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL, AND AN OUTSIDE SOURCE OF COMBUSTION AIR. MINIMUM DUCT SIZE OF 6" SQUARE INCHES IN AREA PROVIDED WITH READILY ACCESSIBLE DAMPER LOCATED IN FRONT PART OF FIREBOX. PREFABRICATED FIREPLACES, CHIMNEYS, AND RELATED COMPONENTS TO BEAR U.L. OR ICBO SEAL OF APPROVAL AND TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. HEARTHS SHALL EXTEND 20" (MIN.) IN FRONT OF AND 12" (MIN.) BEYOND EACH SIDE OF FIREPLACE OPENINGS. FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOORS. INSULATION AND MOISTURE PROTECTION GENERAL UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN 1 -1/2" CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION. BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. FACE STAPLE BATTS. FRICTION FIT FACED BATTS USE 4 MIL (0.004 ") POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RATING OF ONE (MAX). R -10 INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THOUGH WALLS , FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER - STRIPPED TO LIMIT AIR INFILTRATION. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE- RATED" AND MUST MEET THE ABOVE REQUIREMENT ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 283.73. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER STRIPPED, CAULKED AND MADE TIGHTLY FITTING PIPING FOR HOT WATER/STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT WATER SERVICE IS REQUIRED TO BE INSULATED PER THE W.S.E.C. SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R -3 VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8" O.C. AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXCEED 1/16 ". A GROUND COVER OF 6 MIL (0.006 ") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER HT GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE IS INSTALLED ON THE WARM SIDE OF THE INSULATION. 2004 WASINGTON STATE ENERGY CODE (W.S.E.C.) - TABLE 6 -1 PRESCRIPTIVE REQUIREMENTS0,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 OF THE W.S.E.C. 1. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 13 %, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THE W.S.E.C. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. `ADV' DENOTES ADVANCE FRAMED CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL A WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.2 OF THE W.S.E.C. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURERE'S SPECIFICATIONS. SEE SECTION 602.4 OF THE W.S.E.C. 7. NOT USED IN CLIMATE ZONE 1 8. NOT USED IN CLIMATE ZONE 1 9. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -6C OF THE W.S.E.C. 10. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U =0.40 OR LESS IS NOT INCLUDED IN GLAZING AREA LIMITATIONS. 11. OVERHEAD GLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1.5 OF THE W.S.E.C. 12. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. DOORS, WINDOWS AND SKYLIGHTS GENERAL DOORS TO THE EXTERIOR SHALL HAVE A MAXIMUM 7 -1/2" STEP TO A MINIMUM 36" DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE W.S.E.C. TABLE 6 -1 UNLESS NOTED OTHERWISE ALL SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED GLASS UNLESS NOTED OTHERWISE ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. MINIMUM NET CLEAR OPEN ABLE WIDTH OF 20" AND A MINIMUM NET CLEAR OPENING HEIGHT OF 24 ", MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR ALL FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD INFILTRATION CRITERIA ABOVE, BUT SHALL BE MADE WEATHER- STRIPPED, CAULKED AND BE MADE TIGHTLY FITTING. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. SEE PLANS FOR: 1. MAXIMUM GLAZING AREA. 2. GLAZING MANUFACTURER AND MODEL NUMBERS. WEIGHTED UA CALCULATIONS FOR SUBSTANDARD GLAZING. SAFETY GLAZING LOCATIONS PER INTERNATIONAL BUILDING CODE. 1. INGRESS AND EGRESS DOORS. 2. SLIDING GLASS DOORS AND SWINGING GLASS DOORS. 3. SHOWER AND BATHTUB ENCLOSURES. 4. GLAZING WITH THE EXPOSED EDGE WITHIN AND 24" RADIUS ARC OF EITHER VERTICAL EDGE OF DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE. 5. GLAZING GREATER THAN 9 SQUARE FEET THAT IS LESS THAN 18" ABOVE FINISHED FLOOR. 6. GLAZING IN ALL GUARD RAILS. SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS IS USED AS SINGLE GLAZING OR IN ALL PANES INSULATING UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE MET: 1. THE GLAZING DOES NOT EXCEED 16 SQUARE FEET 2. THE HIGHEST POINT OF GLASS IS NOT MORE THAN 12' -0" ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA. . THE NOMINAL T,. NES EACH NE DOES NOT EXCEED 3/16 ". MECHANICAL 614 .do E SOLID FUEL BURNING APPL I Sxkl DE AIRTIGH , F ' EP '' 'STOVES, ROOM HEATERS, FACTORY GUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE AND THE UNIFORM MECHANICAL CODE. HEATING EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 70 DEGREES FAHRENHEIT AT A HEIGHT OF 3' -0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN THE W.S.E.C. DEFINITION OF BUILDING ENVELOPE FROM THE WASHINGTON STATE ENERGY CODE: I ITHE ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES THROUGH WHICH THERMAL ENERGY MAY BE TRANSFERRED TO OR FROM THE EXTERIOR EXCEPT AS EXEMPTED BY THE W.S.E.C. 1. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE 3. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE UNIFORM MECHANICAL CODE. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE SO LISTED AND INSTALLED PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM MECHANICAL CODE. LIQUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS PER THE UNIFORM MECHANICAL CODE. HEATING AND COOLING APPLIANCES LOCATED IN GARAGE AND WHICH GENERATE A FLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP B, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION 1 OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019" (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE PER THE UNIFORM MECHANICAL CODE. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL CODE. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH THE UNIFORM MECHANICAL CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OF TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OF THE UNIFORM MECHANICAL CODE. A TYPE B OR BW GAS VENT SHALL TERMINATE PER THE UNIFORM MECHANICAL CODE. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2' -0" ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' -0" HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' -0" OF THE VENT PER THE UNIFORM MECHANICAL CODE. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER THE UNIFORM MECHANICAL CODE. HEATING EQUIPMENT ALL HEATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE 1987 NATIONAL APPLIANCE ENERGY CONSERVATION ACT AND BE SO LABELED. EQUIPMENT SHALL ALSO COMPLY WITH SECTION 1411 OF THE W.S.E.C. HVAC EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150% OF DESIGN LOAD INTEGRATED WHOLE HOUSE VENT SYSTEM SPECIFICATIONS FROM THE 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE FOR THE INTERMITTENTLY OPERATED INTEGRATED FORCED AIR VENTILATION SYSTEM. 1. SOURCE SPECIFIC VENTILATION REQUIREMENTS. A. EXHAUST FAN REQUIREMENTS: 1. BATHROOMS, LAUNDRIES, AND POWDER ROOMS - 50 CFM © 0.25" WG. 2. KITCHENS -100 CFM @ 0.25" W.G. RANGE HOODS AND DOWN DRAFT RANGES MAY BE RATED AT 100 CFM @ 0.10" W.G. (MIN) WHEN USED FOR EXHAUST FAN REQUIREMENTS. B. EXHAUST DUCT REQUIREMENTS: 1. BE INSULATED TO R-4 (MIN) IN UNCONDITIONED SPACES. 2. BE EQUIPPED WITH A BACK DRAFT DAMPER 3. TERMINATE OUTSIDE THE BUILDING. 4. COMPLY WITH TABLE 3 -3 ON THIS SHEET AND SECTION 303.3.4. 2. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORCED AIR SYSTEM USING THE FOLLOWING METHOD. 3. FRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLOWING: A. BE SIZED ACCORDING TO TABLE 3 -5 ON THIS SHEET. B. BE DUCTED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM WITHIN FOUR FEET UPSTREAM OF THE FURNACE BLOWER. C. BE INSULATED TO R-4 (MIN) WHEN LOCATED WITHIN HEATED SPACES. D. BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND OTHER FOREIGN MATERIAL. E. NOT RECEIVE AIR FROM THE FOLLOWING AREAS: 1. WITHIN TEN FEET OF AN APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET IS THREE FEET ABOVE THE FRESH AIR INLET. 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING FUEL BURNING APPLIANCES THEREIN. 5. CLOSER THAN TEN FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM, UNLESS THE VENT OPENING IS AT LEAST THREE FEET ABOVE THE FRESH AIR INLET. 6. ATTICS, CRAWL SPACES OR GARAGES. 4. THE INLET DUCT SHALL BE EQUIPPED WITH ONE OF THE FOLLOWING: A. A FIXED DAMPER INSTALLED AND SET TO MEET MEASURED FLOW RATES AS SPECIFIED IN TABLE 3 -2 ON THIS SHEET, OR B. AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE PRESSURE OF 0.70" WATER GAUGE AT THE POINT WHERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. 5. THE VENTILATION SYSTEM SHALL BE CONTROLLED BY A 24 -HOUR CLOCK TIMER INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER SHALL BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE FINAL INSPECTION THE TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE SYSTEM FOR A MINIMUM OF EIGHT HOURS A DAY. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS) ". NOTE: KING COUNTY RECOMMENDS THE INSTALLATION OF A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A MINIMUM SONE RATING OF 1.5 AND SIZED ACCORDING TO TABLE 3 -2 ON THIS SHEET AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING CAVITIES. INTERIOR DOORS SHOULD BE UNDERCUT ONE HALF INCH (1/2 ") ABOVE THE FINISHED FLOOR. TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS* MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC FEET PER MINUTE (CFM) * FOR RESIDENCES THAT EXEED 8 BEDROOMS, INCREASE THE MINIMUM REQUIREMENT LISTED FOR18 BEDROOMS BY AN ADDIONAL 15CFM PER BEDROOM. THE MAXIMUM CFM IS EQUAL TO 1.5 TIMES THE MINIMUM. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING NOTE: 1. FOR EACH ADDITONAL ELBOW SUBTRACT 10' - FROM LENGTH. 2. FLEX DUCTS OF THIS DIAMTER ARE NOT PERMITTED WITH FANS OF THIS SIZE TABLE 3 -6 PRESCRIPTIVE SUPPLY FAN DUCT SIZING NOTE: 1. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER 1 INCH 2. FOR ELBOWS NUMBERING MORE THAN 3 INCREASE DUCT DIAMTER 1 INCH DUCTWORK DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH BY THE UNIFORM MECHANICAL CODE. RECTANGULAR, FLAT, OVEAL AND ROUND DUCT JOINTS AND SEAM SHALL BE AIRTIGHT PER THE UNIFORM MEECHANICAL CODE. INSTALLATION OF DUCTS SHALL COMPLY WITH THE UNIFORM MEECHANICAL CODE. DUCT INSULATION BE INSTALLED IN ACCORDANCE WITH THE UNIFORM MECHANICAL CODE. s: -. CODE CO ° L_ P `� t..1 4 I PF0 :IVD C'sTY NOV 01 2007 PEL MI T CENTER N 0 w w fY I Co (c) co V) ( J Lr) Nr VJ CO CM co CO 1 CI a) V♦ ■ a V) co a, 2 cc) 0 4) Z co I I LL ■ M Line of Continuous Footing Provide Railing where Porch is > 18" above Finished Grade 2x8 Band Board 1/2" x 8" Hardi Plank � ..— \ T.O. Ridge Line A M 0 co CV A �e T.O. \Y Subfloor \ T.O. Top Plate T.O. Subfloor _ O FF -224' Existing Grade - 214' " co co 0 A co co 0 co co A co — - T.O. Top Plate 0 0 E0 T.O. Top Plate 0 Final Grade = 6x12 'A ' Existing /Final Grade = 222' L ! L L D. A o L. <2A _ 4 4 . 4 '4 • A ' ° v 4 ° . 4'4 A o o A 0 . . 1 A 0 A A o A o n o A o A o L v L v v L a 6 v v v L. v v v L 4 e 4 4 4 . 4'0 . 4 . 44 . 7'4 4'd ° . 4'0 . . ° 4'4 . ° 4'� . ° 4% . 4 4 4'a . 4`0 v o a b o r -- v - - - v A 4 ° 6 A 4 ^ p LL A A. a o . 4'Q I. ° 4'4 v A ' A 4 . A North Easv t or South EO vatk m Composite Shingles over 15# Building Felt (typ) Lgri A' - . A 12 Cor9 *ipuou rebtini 6x12 T.O. Ridge Line - T.O. Top Plat T.O. Subfloor o T.O. Top Plate T.O. Subfloor o FF T.O. Top Plate` co 1 co 0 co b co 0 Z zr 0 A wt i inal Grade = 217' —\° co Ce) -ti - - Y e -- n , — \ 'n n' S 6 'n A' a n ' � ti — - Existing Grade = 216' Existing /Final Grade = 221' co 0 co co co Co 0 co co C'7 co 9 A co T.O. .- \ Subfloor T \ T.O. Top Plate 0 a T.O. Ridge Line .0. Top Plate T.O. Subfloor \ T.O. Top Plate — T.O. Basement Slab I e ^^ p I ^' L T.O. Ridge Line \ T.O. Top Plate _ T.O. Subfloor -\— T.O. Top Plate r T.O. - _ Subfloor - -\ T.O. Top Plate 0 °o Final Grade = 217' Existing Grade 216' -1 — 77 ^' T.O. Basement Slab Existing /Final Grade = 221' Ails A' 6x12 Windows shall be Tempered glass — Window Well shall be 5'Wx2'Lx3'D r - - -� v A' Al ' A'4 n'4 n'4 A't, n' n'c, n'L A' (.1 A' A A' p ° qq p e 11p e d e /� A A A A A A A Composite Shingles over 15# Building Felt (typ) Line of Continuous Footing Cast C ov it orn e -- roost Esvatuorn Line of continuous Footing - 6x12 6x12 v vl e v v e p e I 0 p e p a p n' ( v Q n' � n' A' n' 4 ° 4 A 4 ° 4 ° 4^^ e1 5 'n . f ,'A . �/ 'n . 'A . J 'A . 1' ^_I, 12 �T.O. Subfloo 0 Top Plat T.O. Ridge Line T.O. Top Plate T.O. Subfloor o T.O. Top Plate Final Grade = 216' - o Existing " Grade = 216' Window shall be Tempered Window Wells shall be 4' W x 2.25' Lx 3'H Existing /Final Grade = 222' M co T.O. Ridge Line \— Ca 00 O Co T.O. Top Plate 0 A co T.O. Subfloor — �11C V T.O. Top Plate co 0 co T.O. Subfloor, T.O. Top Plate Plate 0 co T.O. Basement Slab T.O., Basement Slab C °ten NOV 01 2eii�i FED M TCENeEP co w U) w ce 00 00 a, F- 65 J u, 1.0 cD c I 1 ♦♦ CO C w� CO O O N 2 d O 1 :5 0 CD 2 c- CO O 4) Z a) E" io L as 173 O I PRODUCT CODE R.O. SIZE COUNT U -VALUE AREA (in SF) TOTAL AREA (in SF) TOTAL U -VALUE 48X30 HORIZONTAL SLIDER R.O. 4'-0" x 2' -6" 1 0.35 10 10 3.5 36X60 SINGLE HUNG R.O. 3' -0" x 5' -O" 2 0.37 15 30 11.1 48X18 HORIZONTAL SLIDER R.O. 4'-0" x V-6" 2 0.35 6 12 4.2 48X48 FIXED PICTURE R.O. 4 x 4' -0" 3 0.34 16 48 16.32 48X54 FIXED PICTURE R.O. 4'-0" x 4' -6" 1 0.34 18 18 6.12 60X60 FIXED PICTURE R.O. 5' -0" x 5' -O" 2 0.34 25 50 17.0 24X54 SINGLE HUNG R.O. 2' -0" x 4' -6" 2 0.37 9 18 6.7 14X80 SIDELITE R.O. V -2" x 6' -9 1/2" 1 0.34 7.92 7.92 2.7 24X48 SINGLE HUNG R.O. 2' -0" x 4' -0" 1 0.37 8 8 3.0 36X36 HORIZONTAL SLIDER R.O. 3' -0" x 3' -0" 1 0.35 9 9 3.2 48X42 HORIZONTAL SLIDER R.O. 4'-0" x 3' -6" 1 0.35 14 14 4.9 48X48 HORIZONTAL SLIDER R.O. 4'-0" x 4' -O" 1 0.35 16 16 5.6 60X48 HORIZONTAL SLIDER R.O. 5' -0" x 4' -0" 3 0.35 20 60 21.0 WINDOW TOTALS 300.92 105.34 GLAZING % = TOTAL GLAZING AREA / TOTAL HEATED AREA 300.92 / 2267 13.3% AVG U -VALUE = TOTAL U -VALUE / TOTAL GLAZING SF 105.34 / 300.92 0.35 CM STHD'G P CV (o CV C) co °o d.) ) M 0) C e ° v iPrOVI 2XT0 i Rim Joist w/ ,3/8 "x3 " Gal , Lag Bolts @ 16" 1).C. Staggered I covered Porch Above STH A . A • 6' -0" °A' 9 Rec Room Carpet over 7/16" Pad over 4" Concrete Slab over 6 Mil Black Vapor Barrier on 4" Granular Fill. 2' -4" 4x10 Heads 0 '4 18' -0" $'- Petered- Eons -rrete Walls Typ @ Porch & Garage 12 ' -0 11 Madam MooW Basement FDoor Man 3 1/2" x 9, 1/ P_SL 16roppedj 6 "x12" Footing Note: Allow for 2x4 Walls whet Plumbing BATHROOM b' -1" (2) 2 4 Sump Pump 2' -6' Roug ‘. 4 v °o Q o . II 4" F'oured Concrete STHD� (4 1 1 18 -slab- ever= -- rn A • 4 d 38 -0 '11 91/2 11 1' -5" 38' -0" • p. 4 • STHD14 4 5' -11 1/2" i CV 5' -0" 5' -0" Garage Slab Above 4" Concrete Slab over 6 Mil Black Vapor Barrier on 4" Granular Fill_ Slope 4" toward OH Door. Block out 16'6" Foundation for OH Garage Door 16' -6" 16' -6" 19' -11 7/8" BEDROOM #4 CPT c v • - 5' -10" 1 CV' L 4 2' -1" 4 4 4 D • e • 4 4 4 4 • P D , L M 9 cr) ebi 7 A Pre - Engineered Trusses @24 "O.C. L Roof Basement Plan Notes: 1. Contractor to verify all notes, demensions, & conditions prior to beginning construction. 2. Provide Adequate Supporting Blocking over all supports. 3. Install 4 "x10" headers over all openings unless otherwise noted (U.NO). 4. Posts to be 4 "x4" @ Beam Joints on 90# felt. U.N.O. 5. All Footings to rest on undistrubed soil. 6. Soffit, Vent, and Insulate all cantilevered areas. 7. Install Simpson Concrete to Wood Holddowns 1 1/2" from corners and Window Rough openings. Also see Manufacturer's Specs. 8. All wood in Constact with Concrete shall be pressured - treated. 9. 2,000psf assumed soil bearing capacity shall be verified in field. 10. See plan notes for additional notes. 11. Use 5/8" x 10" Anchor Bolts with 3 "x3 "x1/4" Washers @ 48" O.C. U.N.O. 12. Insulate Slab per A6 where slab height is less than 24" within Final Exterior Grade. Frim g Glazing Schedule: A an o fx F Y, • ED 0 1 ?Obi PLkMid r CEN r r R 41- ■ Co co i I 6 _ 5 L � o ,�- y I ! CNI CO N - CO O N - o 2 c c O In a) 2 O d) Z - a �--+ Lt co w ..c W 0 / 10' -5 1/2" 3' -6" x 3' -O" 5' -2 1/2" 5' -0" 10 -0" 6' -0" x 4' -6" 5' -0 " 38' -0" 5' -2 1/2" 5' -0" x 4' -6" 17' -6 1/2" 5' -6" 5' -0" x 4' -6" 6' -10" 3' -6" 4' -0" x 4' -6" 16' -0" 12' -6" 34' -0" 6' -11" 11' -1" Glazing w/ Obs Glass 3'_O» 4x10 DF Header 4' Above 4' -0" x 3'- CV Co w 5 G Lo 0 w w cc CO CO I VJ Lo L CD N o® a) c0 (0 75 (\I 2 LS IS w teccPo a) 2 CO 0 Z D) -0 i2L .sD &- c - ( 7; W Q b N- C', N- N I� 14 Rise ;s @ 7.5' ❑ 3' -3 3/4" Foyer d 3' -0" 6'_O" l 5' -8 2" 1' -2 ", x 6'-9 7 1/2" * 31/ 2" Covered Porch (Wood) 4" x 10" Beam 1/2" 7 own asem 3' -1 "" 11'-4 1/2" Den/ Office 3 1/2" x CPT 1/2" 9 1/2" PSL Between Joists 6x10 DF Heade hove Full Length � P.T. 4x4 Posts -0" x 4' -6" Typ @ Porch 6' -1 3/4" 18' -0" / 12'-0" 1, 4' -b 1/4 2 i PDWDE RO LO 5' -10 1/4" c ? Concrete ` Ballard for Car Stop 2 r_ Q " 7-7 38' -0" CV r Co Provide 26 Gauge Metal Strap anchoriftg Water Heater to v ill. 1 a" Platform c� 16 3/4" x 19 1/2" ir) - 4F -V4 Jrped 2 -Car Garage 0 3/4" x 16 1/2" ALB 24F -V4 tF lush) S impson HGUS5.25 /10 4 x 10 "DF Qoht. 20' 16' -0" x 8' -0" R.O. 16' -6" x 8' -0" 20' -0" -! I CO x EL 2' -0 " Mah floor Mean / / a) CV C) Main Floor Framing Notes: 1. Written Dimensions take precedence over Scaled Dimensions. 2. All Headers to be 4x10 D.F. #1 Unless Noted Otherwise (UNO). 3. Bottom of Headers to be 6'8" this Floor UNO. 4. All Exterior Walls to be 2x6 w/ R -21 insulation UNO. 5. All Frame Nailing to satisfy IRC Block all Plywood edges and nail with 10D at 6' O.C. Typical all Exterior Walls. 6. Provide Double Joists or Blocking where Partitions occur above. 7. Provide Solid Blocking over Supports. 8. Plate Height to be 8'1" this Floor UNO. 9. Fireblocking at all Plumbing Penetrations. 10. All Storage and Spaces under Staircases to be Finished with 5/8" G.W.B. 11. Denotes Solid Bearing under Concentrated Loads, Use (2) 2x4 at 4' Walls UNO. 12. Finish all Ceilings with 1/2" G.W.B. UNO. 13. At Garage use 5/8" Type "X" G.W.B. at all Common Living Walls and Ceilings, wrap all Posts and Beams. 14. Provide 26 -Gauge Galvanized Sheet Metal Flashing above Windows and Doors. (Typ) Lap Building Paper over. 15. Hold Siding 6" Above Final Grade. 16 Fasten Muti -Lam 2x Beams per IRC. 17. Upper Floor Framing to be 9 1/2" I -Joist at 16" O.C. typical UNO Plan shows direction. 18. Ceiling Joists to be 2x6 at 24" O.C. typical UNO Plan shows Joist Direction. 19. All voids to be Fire /Draft Blocked per IRC. 20. Install Water Heater per 1987 NAECA. See Sheet 1 Project from Impact per 2003 I.M.C. 21. Furnace to be placed 18" Abv. floor on 1 hour furnace platform w/ (2) 3/4" layers Plywood. Protect from impact per 2003 I.M.C. 22. Door between House and Garage to be 20 min rated. Solid core tight fitting with Self Closure. 23. Install Zero clr_ frpl. pewr terms of Lists and Manufacturer's specs per IRC. 24. Provide Continuous Handrail at all Stairs a min. of 1 1/2" from wall. 25. Denotes Bearing Point and Hold Down Location. Area Summary Basement Floor: 711 Main Floor Plan: 886 sf Upper Floor Plan: 1027 sf Total Area: 2624 sf Garage: 429 sf Patio: 218 sf CD co CV co F-- 4x10 DF Uti Above 4' -O" x 2' -6" / 3' -3 3/4" j, 6' -Or" 6' -0 " D w Open to Below Bedroom #2 CPT Line of Wall Below = BlockFlour Joists Solid 4x10 DF Header \- -Above 5' -0" x 4' -6" 6' -0" ; 6' -3" 12' -3" SD 11' -4" 2' -6" \_...r SD 0 34' -0" a Closet ED Upper Floor Mean 2' -6" Linen Closet C'r) 4' -5 1/2" / 2'- 1" 2,Ioset 2'-6" SD 0 a m 6'-2" 2' -2 1 1/2" h d' Vinyl CV CV 10' -8 1/2" 5' -3" Bedroom #3 CPT 2'- 4x10 DF H ader Above 5' -O" x 4'-6" 5 ' -0 " rr CO r T a CV 9 r Cr) a CV Upper Floor Framing Notes 1. Written Dimensions take precedence over Scaled Dimensions. 2. All Headers to be 4x10 D.F. #1 Unless Noted Otherwise (UNO). 3. Bottom of Headers to be 6'8" this floor UNO. 4. All Exterior Walls shall be 2x6 w/ R -21 Insulation UNO. 5. All Frame Nailing to satisfy IRC. Block all Plywood Edges and Nail with 10d @ 6" O.C. Typ All Exterior Walls. 6. Provide Double Joists or Blocking where Partitions occur above. 7. Provide Solid Blocking over Supports. 8. Plate Height to be 8'1" this floor UNO. 9. Fireblocking at all Plumbing Penetrations. 10. All Storage and Spaces under Staircases to be Finished with 5/8" Type "X" G.W.B. 11 L Denotes Solid Bearing under Concentrated oads. Use (2) 2x4 at 4" Walls UNO. 12 Finish all Ceilings with 2- Layers of 5/8" G.W.B. 13. Provide 26 -Gauge Galvanized Sheet Metal Flashing Above Windows and Door. Typical. Lap Building Paper over. 14. Fasten Multi -Lam 2x Beams per IRC. 15. Ceiling Joists to be 2x6 @ 24" O.C. typical UNO @ "Stick- framing" reference. 16. All Voids to be Fire /Draft Blocked per IRC. 17. All Tubs and Showers: - Fireblocking between Studs - Limit Shower Flow to 3 G.P.M. - Waterproof Wall to within 70" Above Drain Inlet - All Glazing within 70" Above Drain Inlet to be Safety Glass - No Vapor Barrier behind G.W.B. 18. All Smoke Detectors to be 110 Volt Interconnected w/ Battery Back -up. 19. Provide Continuous Handrail at all Stairs a min. of 1 1/2" away from Wall. Co C') NOV 01 2061 PENH T CENTER c-) 0 am 1n . Q 0 n co co D_ co a G) O I U) H J N) 5 m co Q co Q d O n cN o Lo cn >( CO N- r--m cnoo< IQ a= co C\J �InLnzr- CD a_ co coLLx w w L Q Fz wl -CIi_ w>Oww -- � ¢Jtn � v) x REVISED PER FIELD INFO REVISED PER DISTRICT COMMENTS REVISED PER DISTRICT COMMENTS EX. FIRE HYDRANT PARCEL NO. 734760 -0525 13908 1/2 45TH AVE S. REYNOLDS, ESTHER D IRENE ULVERT 03/13/0 HPP 02/10/0 HPP PDC 9-12-05 LMR PDC 24" DECD. PARCEL NO. 734760 -0541 4514 S. 140TH ST MALDONADO, ADRIAN C EX. WATER METER PARCEL NO. 734760 -0541 PARCEL NO. 734760 -0545 2 SPOOL I LF E , CJ_ \ N RECORD -LOT N 0. 4525 S. 139TH ST GOSS, GERRILYNN LOCATION OF SURFACE FEATURES AND UTILITIES SHOWN WEST OF CULVERT ARE APPROXIMATE BASED ON FIELD INFORMATION. CONTRACTOR TO VERIFY LOCATIONS AND HAVE 4 525 ALL UNDERGROUND UTILITIES LOCATED BEFORE COMMENCING WATER MAIN CONSTRUCTION IN S. 139TH ST. CONTACT ENGINEER IN CASE OF CONFLICT (TYP.) IE 207.9"5 RIM 204 1E199 RIM 0 -0 E 199.10 NW,S 1 -8" 45' BEND, (RJxRJ) ` ` 22.0' WA EASEMEIT \ \ i TO INCLUDE ALL or, DRIVEWAY (TYP.) \ , I.E. WA 211.00± TOP SS 209.66 15. WA 1 EASEME ACCORDANCE WITH THE D. CRITERIA FOR SEWAGE WORKS CONSTRUCTION LOCATE EXISTING WATER SERVICE LINE TO LOT 4525 SERVED FROM METER ON S. 140TH ST. CONNECT NEW METER TO SERVICE UNE. ABANDON EXISTING SERVICE AT S. 140Th ST. I.E. WA 200.8± SS1.eis '?9.18 ..'G.'.^. N.W 72 LF 8" DI, CL 52 RJ PIPE VA1ION ERS FOR ( •�1' FEU ' . - *ME ON 1 . 'PROVIDE M 0l' V • � ' MAN- FO -ALL Ce r I M R S . - - �Q P" + DCCU -ATE TER IN PTR IN ARE UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. GRAPHIC SCALE 20 0 10 20 W.D. NO.125 STANDARD NOTES: 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 -424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND WD #125 SPECIFICATIONS. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. 7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH -ON JOINT OR MECHANICAL JOINT, CEMENT LINED (ANSI A21.4), EXTERIOR COATED WITH COAL TAR VARNISH. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD A21.10, A21.11, B16.2, B16.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT LINED. 8. ALL GATE VALVES TO BE MUELLER. ALL HYDRANTS TO BE MUELLER. 9. CUT -INS AND LIVE TAPS TO BE MADE BY CONTRACTOR. WD #125 SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL, OR ROM AC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT -INS, AND LIVE TAPS. 13. 3 1/2 FOOT MINIMUM COVER OVER ALL WATERMAIN PIPES. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 SUPERINTENDENT. 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD #125 SUPERINTENDENT OR DISTRICT ENGINEER. 18. REFER TO WD #125 CONDITIONS AND STANDARDS, FOR ALL REMAINING NOTES AND DETAILS. 19. PROVIDE 3/4" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISTING WATER METER. 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. 21. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D -1557. ALL OTHER AREAS TO BE 90% MAXIMUM DENSITY MODIFIED PROCTOR. 23. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS. 25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO 125. CITY PE - TUKWILA NOV 01 2007 PCKNMI T CENTER ( IN FEET ) 1 inch = 20 feet Call before you Dig. 1- 800 - 424 -5555 JOB NUMBER 05109.00 DWG NO.P8673wa04- ASB.dwg [WAT CONNECT TO EX 4" 1-4" GATE VALVE, 1 -4 "x8" DI REDUCER, 1 -2' SPOOL 4" 14.5 LF 8" 1-8" COUPLING ST DESIGNED HPP DRAWN HPP CHECKED PDC S. 139th STl - _ - S. 140th ST. S. 140th ST - I I S. 141st ST. SYM TEE R (RJxFL) d- (FLxMJ) DI PIPE DI PIPE SLEEVE X 246. 8 cn w S 139th ST. yc� 0 S. 142nd ST. L 0 S. 137th ST. SITE REVISED PER OWNER REVIEW COMMENTS 12" FIR EDP 4502 S. 139TH ST TENJER, ZORAN & VIOLETA w p DITCH m 12" CONC REVISION PARCEL NO. 734760 -0440 / 6" FIR 8" DECD. 0 0 w E+ "GE 20'± VICINITY MAP (NTS) P l SINGLE CkRVICE ( TYP GRAVEL 7/03 FPH DATE BY PARCEL NO. 734760 -0445 (VACANT) METTLIN, JERRY D CONC. WATER METER (TYP.) FINAL METER LOCATION TO BE COORDINATED WITH DISTRICT & OWNER (TYP.) AS B Date NOV 006 By TH ! An EnOnecalg PDC PDC APP'D 4509 RESTORE GRASS SURFACE TO APPROXIMATELY MATCH EX. CONDITION. CONC. WALL /CURB AC PAVEMENT 243 LF f3" DI, CL 52 S. 139TH ST DEFLECT PIPE AT MAXIMUM ONE -HALF OF MANUFACTURER'S RECOMMENDATION (TYP.) PARCEL NO. 734760 -0540 MAI - BOX 12� CULVERT IE 218.21 4509 S. 139TH ST WISDON, MELYNDA J NOTE THESE AS -BUILT DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY THE PROJECT CONTRACTOR OR INSPECTOR AND OTHERS. THE ENGINEER IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT. FIELD VERIFICATION OF CRITICAL FACTS AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FCR FUTURE WORK. PARCEL NO. 734760 -0450 4514 S. 139TH ST METTLIN, JERRY D N S � 750 Sixth Street South PH: (425) 827 -2014 RESTORE AC BERM ss± 8 F4" DI, CL 52 SPOOLS (PExPE) 4 . . 0 E {2EA-1LF & 1 EA -6LF1 1 -4" GATE VALVE (FLxRJ) 1 -8 "x4" REDUCER, (FLxRJ) 1 -8" ADAPTOR ( FLxRJ) 1 -8 "x6" TEE, (RJxFL) 1-6" GATE VALVE, ( FLxRJ) 1 -FIRE HYDRANT ASSEMBLY, (RJ) 8 LF 6 ", CL 52 SPOOL, (RJ) 1 -8 "x8" TEE, (RJxRJ) 1 -8" PLUG (MJ) ALL RJ SHALL BE MEGALUGS (TYP.) Kirkland, WA 98033 1- 800 - 945 -8 AC PAVEMENT Kirkland Seattle . Federal Way PARCEL NO. 734760 -0470 4524 S. 139TH ST BENSON, REONA 1 -8 "x6" TEE, (FLxFL) 1 -8" GATE VALVE, ( FLxRJ) 1 -8" ADAPTER, (FLxRJ) 1 -6" GATE VALVE, (FLxRJ) 1-FIRE HYD. ASSEMBLY, (RJ) ALL RJ = MEGA -LUGS (TYP.) 1- 4" TEE R ,<C FL 1 RE ORE GR SS SU FACE TO AP ROXIMATELY MA CH EX. CO DITION. Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. www.poceengrs.com FAX: (425) 827 -5043 . Portland RESTORE AC BERM 41 LF 8" DI, CL 52 ASPH I.E. a 200. TOP SD 199.81 1 -8" 45' BEND, (RJxRJ) vi v MIN. OF (2) DI, CL 52 (FULL LENG BE RESTRAI (RJ) JCINT SIGNATURE ROW I APPROVED FOR CONSTRUCTION KING COUNTY WATER DISTRICT NO. 125 APPROVAL SUBJECT TO: WASHINGTON STATE DEPARTMENT OF HEALTH FIRE MARSHAL CITY OF TUKWILA GRADING AND /OR RIGHT-OF-WAY PERMIT DATE King County Water District No. 125 REFERENCE INFORMATION FIELD BOOK: SURV. CPU FILE: DATUM: DATE NOVEMBER 2006 SCALE 1 " -20' FOSTER RIDGE SHORT PLAT WATER PLAN AS BUILT SHEET I OF CONSTRUCT CROSSING IN ACCORDANCE WITH D.Q.E. CRITERIA FOR SEWAGE WORKS CONSTRUCTION END IE= 203.82 IE= 209.04 0.0' ESS TO TRICI 2 6 214 81.04' .0/ IE =209.2 222 214 END IE 221 213 END IE= 209.88 AC PAVEMENT AMC EX. SSMH PDC PDC APP'D Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 750 Sixth Street South Kirkland, WA 98033 PH: (425) 827 -2014 1 - 800 - 945 - 8408 www,paceengrs.com FAX (425) 827 -5043 Kirkland . Seattle . Federal Way Portland REVISED PER DISTRICT COMMENTS REVISED PER OWNER REVIEW COMMENTS REVISION 9 -12 -05 DESIGNED HPP DRAWN HPP CHECKED PDC JOB NUMBER 03053.00 DWG NO. P8673ss.DWG SHEET C 1 OF VAL VUE SEWER DISTRICT 14816 MILITARY ROAD SOUTH SEATTLE WE, 98169 REFERENCE INFORMATION FIELD BOOK: SURV. CPU FILE: DA1UM: DATE JULY 2003 SCALE FOSTER RIDGE SHORT PLAT SEWER PLAN 0 0 c co co co x IIMEM 4524 I E= 188.40± IE= 190.95± EX 8" SS S =O. PAVED 4525 (PAVED) IE =191.41 IE =203.2 RIM 228.1 ± (ADJUST TO MATCH FG) sr, 0 F IE=1 89.30 14 LF -6" PVC S=0.01 6" CLEANOUT AT END IE= 189.44 \r e 6" CLEANOUT AT END IE= 189.89 6 Edge A C 9 Pi L- E)—' A CL N 82-20,06„ w W= TLA\D 1 i, i07 S.F. da 8 BJP —�P 30,939 S.F. Wetland edg 2 44.54 , S 7 \ , V GRAPHIC SCALE 20 0 10 20 40 F .Ef V F . , TD T' O "I A NUV V 1 2CO i GEN p , ER ( IN FEET ) 1 inch = 20 feet Call before you D /g. 1- 800 -424 -5555 UNDERGROUND SERVICE (USA) 0 cc a T 0 CV Stepped Foundation Up 2' Per Detaff 1/53 STHD14 i HTT16 CS14 (TOP PLATE-, TO HDR) IF1 Double Joist to Support Den Header Ab6 T BRG Wall BRG dS S A T 0 . \`11 , [b Wa�l 5 1 SIM 1.75'- [.5 BCI 40 1.7 @ 16" O.C. . v — � a r. . a P - ■- a rte. a • Stepped Foundation Up 2' Per Detail 2/S3 2.75' Typ SIM 6' -0" 10' -0" c • ry 4" S.O.G. a) ❑1 U) oa I 0 0 CD LL.❑❑ STHD14 11'-4" CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER #5 BARS AND SMALLER NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: SLABS, WALLS 9.5 BCI 40 1.7 @16" O.C. 1 J 2.75' Typ 24' -0" _ • t r , - r r . 9.5 BCI 40 1.7 @16" O.C. STRUCTURAL GENERAL NOTES - MST126 (HDR N TO SILL PLATE) DESIGN LOADS: SNOW 25 PSF FLOOR LIVE LOAD 40 PSF (30 PSF BEDROOM)❑ ❑ DECK LIVE LOAD 40 PSF BALCONY LIVE LOAD 60 PSF WIND 85 MPH, EXPOSURE B SEISMIC DESIGN CATAGORY D2 Fdn & Main Fl Framing Plan 4" S.O.G. 20' -8" r r 4 r 3 2" 1 1/2" 3/4" (2) 4' -O" • • r -2 r 1.75' 1 - - FOUNDATIONS: (1) FOUNDATIONS TO BE PLACED ON FIRM UNDISTURBED EARTH, AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. (2) ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) (3) FOUNDATIONS FOR ALL BUILDINGS WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN 1 FOOT IN 20 FEET SHALL BE LEVEL OR SHALL BE STEPPED SO THAT BOTH TO AND BOTTOM OF SUCH FOUNDATION ARE LEVEL. (3) 4 r c a • � -7- • 4x10 � .,, 1 CONSTRUCTION: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH INTERNATIONAL RESIDENTIAL CODE 2003 AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. REINFORCING: ALL BAR REINFORCING TO CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC TO CONFORM TO ASTM A185. ALL HORIZONTAL REINFORCING TO BE CONTINUOUS AT CORNERS AND INTERSECTIONS BY USE OF CORNER BARS LAPPING 2' -0" EACH DIRECTION OR BY LAPPING REINFORCING 2' -0" AROUND CORNER. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR PLATES, ETC., IS PROHIBITED EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE AS INDICATED ON THE DWGS, THE LENGTH OF LAPPED SPLICE SHALL BE 48 BAR DIAMETERS MINIMUM, UNO. THE NONCONTACT SPLICED REINFORCEMENT SHALL NOT BE SPACED TRANSVERSELY FARTHER APART THAN 6 ". WELDED OR MECHCNICAL CONNECTIONS SHALL DEVELOP 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR IN TENSION. THE FOLLOWING MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED: 2.75' CONCRETE: CONCRETE TO ATTAIN A 28 -DAY COMPRESSIVE STRENGTH OF (1) 3,000 PSI FOR THE ELEMENT EXPOSED TO THE WEATHER, AND THE GARAGE FLOOR SLAB, AND (2) 2,500 PSI FOR THE ELEMENT NOT EXPOSED TO THE WEATHER, USING TYPE 1 CEMENT, AT LEAST 5' /2 SACKS /CUBIC YARD. MAXIMUM SLUMP IS 4 ". MAXIMUM AGGREGATE SIZE IS 1 '/z'. CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL BE 5 -7 %. MIXING SHALL BE PER SECTION 1905 OF IBC. Stepped Foundati Up 2' Pe Detail 2/ Stepped Foundation Up 2' Per Detail 2/S3 c cv 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 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.) A ; FOOTING INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlined in the geotechnical report. Prior to requesting a footing inspection, the Geotech engineer of record shall verify the soils condition and provide an inspection report prepared and signed by the Geotech engineer. Geotech report shall verify that soils conditions including compacted fill shall satisfy specifications as outlined for footing/foundation construction. Geotech engineers report shall be presented to the building inspector at time of footing inspection. CS 16 (Rafter to Wall) STHD14 n II 4 x1Q 410 ANCHOR BOLTS: ALL BOLTS TO CONFORM TO ASTM A -307 OR AS SHOWN ON THE DRAWINGS. ALL ANCHOR BOLTS SHALL BE 5/8" DIAMETER J BOLTS W /3 "x3 "x114" PLATE WASHERS, 7" MINIMUM EMBEDDED IN CONCRETE, AND PLACED AT NO MORE THAN 6' OC, UNLESS NOTED OTHERWISE (UNO). ONE BOLT SHALL BE PLACED WITHIN 12" OF EACH END OF THE SILL PLATE W/ MINIMUM 2 BOLTS PER SILL PLATE PIECE. NAILING: ALL NAILS SPECIFIED TO BE COMMON WIRE NAILS. FRAMING NAILING TO BE IN COMPIANCE WITH TABLE R602.3(1) I.R.C. UNO. WHERE A 3" SINGLE NOMINAL SILL PLATE IS USED, 2 -20d BOX END NAILS SHALL BE SUBSTITUTED FOR 2 -16ds COMMON END NAILS FOUND IN LINE 8 OF THAT TABLE. LUMBER: LUMBER 2 INCH NOMINAL TO BE H.F. #2 OR BETTER, UNO. LUMBER OVER 2 INCHES NOMINAL TO BE D.F. #2 FOR BEAMS, AND #2 FOR COLUMNS, UNO. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. PRE - FABRICATED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF D.F. OR H.F. AND BEAR SEAL OF MANUFACTURE. SUBMIT TRUSS SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GLUED - LAMINATED BEAMS: ALL GLU -LAM BEAMS TO BE OF DOUGLAS FIR COAST REGION KILN DRIED, NDS COMBINATION 24F -V4 1.8 E (Fb =2,400 PSI, Fv =240 PSI) FOR SIMPLE SPAN AND 24F -V8 1.8E (Fb =2,400 PSI, Fv =240 PSI) FOR CONTINUOUS AND CNATILEVERED BEAMS, UNO. USE WATERPROOF GLUE THROUGHOUT. LAMIMATED MEMBER TO CONFORM TO AITC STANDARDS 117, BE AITC CERTIFIED, AND BEAR AN AITC IDENTIFICATION MARK. CAMBER ALL GLU LAMINATED BEAMS TO 2,000' RADIUS UNLESS SHOWN OTHERWISE. PRE - ENGINEERED STRUCTURAL LUMBERS: ALL ENGINEERED LUMBERS SHALL MEET OR EXCEED Fb =2,900 PSI, Fv = 285 PSI, FcII = 2,900 PSI, Fc 650PSI, AND E =2.0 E, UNO. JOISTS: TJI JOISTS TO BE OF SIZE AND TYPE SHOWN ON DRAWINGS AS MANUFACTURED BY TRUS -JOIST CORPORATION AND TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. ROOF, FLOOR, AND WALL SHEATHINGS: (1) ALL SHEATHINGS SHALL BE A.P.A. RATED CDX PLYWOOD OR O.S.B. (2) ROOF SHEATHING TO BE 1 INCH, SPAN RATING 32/16, FLOOR SHEATHINGS TO BE 3/4 INCH MIN. T &G, SPAN RATING 48/24, AND EXTERIOR WALL SHEATHING TO BE 1 INCH, SPAN RATING 24/0., UNO. (3) FASTEN AT ALL SUPPORTED EDGES WITH 10d NAILS AT 6 INCH OC AND AT INTERIOR SUPPORTS WITH 10d NAILS AT 12 INCH OC., UNO. (4) ROOF AND FLOOR SHEATHINGS SHALL BE INSTALLED WITH LONG DIRECTIONS PERPENDICULAR TO SUPPORTS. (5) THE FLOOR SHEATHING SHALL BE GLUED TO THE SUPPORTS WITH AN APPROVED ADHESIVE. (2) (3) P1 -6 4x10 P1 -6_- 10' 10 [16 Opening CS14 Over Hdr & BM \ (2) 2x4 , I 1 _ i 4x10 /CS14 ' (Top & Bottom) P2 -3 4x10 Continuous 9.5 BCI 40 1.7 @ 16" O.C. 3 1/2" x 9 1/2" PSL Between . Joists 6x8 (Extends to - ._ - _, P2 -3 7J 4x10 UH2 5 1/4" x 9 1/2" LVL V UBI (2) 2x4 - - - - - 9.5 BCI 40 1.7 @16 "O STHD14 CS14 Horiz @ Window Sill CS14 Vert @ Window Top ,- P1 -6 3.5' UH3 CS14 Over BM & SW 4x10 CMSTCI 6 Framing Over 4x BIk &GL BM 9.5 BCI 40 1.7 @ 16" O.C. Typ STHD14 P1 -6 17' 9.5 BCI 40 1.7 r @ 16" O.C. Typ o x CV LJ Lc) EL 9.5 BCI 40 1.7 @16 "O.C.Typ 6 1/2" l Flush - 14] Upper Fl Framing & Main Fl Shear Wall Plan P1 -6 4.5' \ 4x10 kr x 7 co u_ Lc, d 8 10 4x6 w/ CC Cap 1.7 Ty ITT 9.5 Hanger Typ I v fr UH1 9 4x12 HARDWARE: ALL HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE, UNO. TIMBER CONSTRUCTION NOTES: (1) WHEN TOP PLATE IS INTERRUPTED BY HEADER, HEADER SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE EACH END. USE 2- SIMPSON MSTA24 CONNECTORS, UNO. (2) PROVIDE SOLID BLOCKING OVER SUPPORTS. (3) ALL EXTERIOR STUD WALLS SHALL BE 2x6 STUDS @ 16" OC MAX. ALL INTERIOR STUD WALLS SHALL BE 2x4 MIN STUDS @ 16" OC MAX., UNO. (4) WALLS, EXCEPT PARTITION WALLS, SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. TOP PLATE LAP SPLICE SHALL BE 4' MIN IN LENGTH W/ 16d NAILS @ 3" OC (STAGGERED). (5) ALL DOOR AND WINDOW HEADERS NOT CALLED OUT IN PLANS SHALL BE (2)2x8 HF #2 MINIMUM W/ ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4' OR LESS, AND ONE CRIPPLE AND TWO STUDS FOR OPENINGS OVER 4' WIDE. (6) ALL COLUMNS NOT CALLED OUT IN THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER W/ 16d FACE NAILS @ 12" OC MAX. (7) SPIKE LAMINATED 2 -2x COLUMN FOR HOLDOWN W/ 16d FACE NAILS © 4" OC MAX. (8) PROVIDE SIMPSON AC OR BC CAP AT EACH POST TO BEAM CONNECTION, UNO. (9) WHERE STRUCTURAL COLUMNS AND POSTS ARE EXPOSED TO WEATHER OR TO WATER SPLASH ABOVE A CONCRETE SURFACE, PROVIDED A MIN. 1" PLINTH ABOVE THE CONCRETE SURFACE. (10) FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIP GALVANIZED PER ASTM A -153 OR BE STAINLESS STEEL. CONSTRUCTION NOTES: (1) CONSTRUCTOR SHALL VERIFY ALL NOTES, DIMENSIONS, AND CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT AND THE ENGINEER FOR THE DEVIATIONS. P T (2) SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. (3) CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHe'IQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURA! ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OR ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. Lr May 23, 2007 d W cc8 z a, W cc z1 N- ,^ CV 0 fi�rr'' th w CO . r J ® N (9 z N " 0 LL Z Q SHEET w W M �� N c7) 2 0 co Z W ci Q C9 5 � Q W cn H 0 RECEIVED JUN -8 2007 PERM CENTEF SI rT 4x10 4x10 I 1 CS14 P1 -6 �,Typ 12.5' -JL! Ridge 1121 12 10_ _ P1 -6 23.5' a) Engineers russes @ 24" O.0 Typ UNO I_ J P1 -6 CS14 8'5' Typ Roof Framing & Upr Fl Shear Wall Plan Engineered Trusses @ 24" O.C. Typ UN 4x10 I C514 P1 -6 -- TYP - -- 3.8' 74 MARK P1 -6 P1-4 P1 -3 P1 -2 P2 -3 P2 -2 G2 -7 G2-4 II III NOTES: SHEATHING 3/8" MIN 3/8" MIN 3/8" MIN 3/8" MIN 3/8" MIN, EACH FACE 3/8" MIN, EACH FACE 1/2" GWB, EACH FACE UNBLOCKED 1/2" GWB, EACH FACE UNBLOCKED 15/32" MIN 19/32" MIN 15/32" MIN NAILING (NOTE S 3 &5) 8d @ 6" O.C. 8d @ 4" O.C. 8d @ 3" O.C. 8d @ 2" O.C. 8d @3 "O.C. 8d @ 2" O.C. 5d COOLER @ 7" O.C. (NOTE 6) 5d COOLER @ 4" O.C. (NOTE 6) 8d © 6" (NOTE 3) 10d @ 6" O.C. (NOTES 3 & 8) 8d @ 4" (NOTE 3) SHEAR WALL SCHEDULE (NOTES 1, 2, & 10) BLKG OR JOIST TO TOP PLATE (NOTES 4, 5, & 11) BOTTOM PLATE TO BLKG OR JOIST (NOTES 5 & 12) HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) ANCHOR BOLTS (TO CONCRETE FTG, SEE GENERAL NOTES) 5/8" ANCHOR BOLTS @ 4'O.C. 5/8" ANCHOR BOLTS @ 3'O.C. 5/8" ANCHOR BOLTS @ 3'-4" O.C. 5/8" ANCHOR BOLTS @ 2' -6" O.C. 5/8" ANCHOR BOLTS @ 1' -8" O.C. 5/8" ANCHOR BOLTS @ 1' -3" O.C. 5/8" ANCHOR BOLTS @ 6'Q.C. 5/8" ANCHOR BOLTS @ 6' O.C. (NOTE 7) (NOTES 7 & 8) (NOTES 7 & 9) (NOTES 7 & 9) UNBLOCKED UNBLOCKED BLOCKED 1. ALL PANELS SHALL BE APA RATED PLYWOOD OR OSB, UNLESS OTHERWISE NOTED (UNO) 2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE - PINE -FIR, OR BETTER, @ 16" OC, UNO. ALL PANEL EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, UNO. 3. APPLY TO ALL PANEL EDGES, SPACE SAME SIZE NAILS @ 12" OC ALONG INTERMEDIATE FRAMING MEMBERS. 4. PER SIMPSON STRONG -TIE CONNECTIONS. 5. COMMON NAILS, UNO. 6. APPLY TO ALL STUDS, TOP, AND BOTTOM PLATES, AND BLOCKING. 7. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE & FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 8. STAGGER NAILS ALONG ADJOINING PANEL EDGES. 9. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 10. UNLESS NOTED IN DRAWINGS. 11. OVER THE LENGTH OF SHEAR WALL ONLY (10d TOE NAILS @ 9" OC ELSEWHERE) 12. OVER THE LENGTH OF SHEAR WALL ONLY (16d FACE NAILS @ 12" OC ELSEWHERE) 0 3 w a duJ Z Z rn Z < LL Z W O W F— —I 4 7 W co L f N 0 LO Z � Wr N— Q W Z �— w W °� J O. J D Q Z Z � W a J a g < CD ct LI- oQ �o� May 23, 2007 RECEIVE() JUN -- 8 2007 PERMIT CENTE1 vi z 0 rn w .. F'r;: 0:;/ L iJ SHEET S2 2x (1 3/4x LSL FOR TJL_ .- FL) W/ 10d TOENAILS @ 8" 0 -C- 4" DRAIN 13 P2 -3 S.W. PER PLAN PER S.W. EDGE NAILING { } WATERPROOF-- - WHERE REQ'D /-- SPLICE LENGTH= --�, 48 BAR DIA. /, 18" MIN. WASHED CLEAN GRAVEL HOLDOWN PER PLAN ROUGHEN &- 1 CLEAN LTP4 @ 16" O.C. OVER WALL STH'G OVER HDR & BLK (8d COMM) 4 SHEAR WALL, PER - PLAN 2' -3" 0 CONDITION I WINDOW HDR PER PLAN WINDOW OPNG - STRAP. a(`7 WALL TOP CORNER (OVER WALL STH'G W/ 8d COMM) TYP. PER PLAN . STRAP @ WINDOW SILL (OVER WALL STH'G VII/ 8d COMMON) TYP. PE PLAN SHEAR WALL PER PLAN — 16d @9" A.B. PER SHEAR WALL SCHD _ #4 @10 "O.C. CONC SLA -- 1 io #4 @12 "O.C. 1' -9" 71 STRAP OVER S.W. PER —I PLAN NOTE: WALL STH'G NOT SHOWN HOLDOWN PER PLAN FOR CLARITY 8d @4" OC - DRAG TRUS 5,000 LBS CAPACITY A35 @24" OC P1 -6 S.W; @16" OC P1-4 S.W; @12" OC P1 -3 S.W v BLKG PER PLAN -3 S.W. PER PLAN 1/2" PLYWOOD OVER SHEAR WALL TYP! 8 9 16d @9" P1 -6 S.W.; —__ 16d @6" P1-4 S.W.; 16d @3" P1 -3 S.W.; 16d @12" ELSEWHERE 2x4 LEDGER W/ 16d @ 4" O.C., TYP. 8d @4 "- O.C. D RAG TRUSSES, 5,000 LBS TOTAL CAPACITY CONDITION II 5' -0" MIN. L TYP 8d @ 4" O.C. — UPTURN FL BM PER PLAN — 8d @4" OC /.— 8d @4" OC 16d @9" P1-6 WALL; 16d @6" P1-4 WALL; 16d @3" P1 -3 WALL TYP 8d @4 "0C P1 -6 S.W.; 8d @3 "OC P1-4 S.W.; 8d @2 1/2 "OC P1 -3 S.W. - SHEAR WALL, PER PLAN /! SHEAR WALL, PER PLAN FL JSTPER PLAN 3 9 14 `v _ 8d @4" OC - - -� 2X BLK'G W/(3)10d TOENAIL PER \\ BLK'G 10d TOENAIL — @8" O.C. WALL PER --- PLAN z 16d @9" P1 -6 WALL; ---- 16d@6" P1-4 WALL; 16d @3" P1 -3 WALL; 16d @2" P1 -2 WALL; 16d @12" ELSEWHERE MIN. 'r BM OR HDR PER PLAN J FL JST PER PLAN STUD WALL (SHEAR WALL WHERE OCCURS) — RAFTER (0 TRUSS) PE PLAN HOLDOWN PER PLAN 15 i 101 STUD --- WALL (3)16d TO EA STUD STRAP PER PLAN (BEND ©— HDR) HDR PER PLAN STRAP PER PLAN (HDR — TO SILL PLATE) a 1' -0" 5/8 " % %c THREADED— MIN. ROD A.B. IN 3/4 " % %c DRILLED HOLE W/ EPDXY POST PER PLAN - i MIN. RAFTER PER PLAN W/ (3)16d TOENAILS TO LEDGER _ — WALL PER PLAN 8d @4" OC 2X LEDGER HOLDOWN PER PLAN (2)#4 FL JST PER / PLAN 0 1 — CONC WALL HOLDOWN PER PLAN PER UPPER --\ S.W. EDGE NAILING 10d -- -- TOENAIL @8" OC PANEL BREAK PER LOWER S.W. EDGE NAILING 8d@4" OC WALL PER PLAN J 2X BLKG \� W/(3)10d TOENAIL PER BLK SHEAR WALL PER-- PLAN A35 @48" OC FOR P1 -6 S.W ABV.; A35 @30" OC FOR P1-4 S.W ABV.; A35 @20' OC FOR P1 -3 S.W ABV. FL JST PER PLAN 0 #5 @15 "O.C. FOR 8" WALLS; #5 @12 "0.C. FOR 10 &12" WALLS L (2)#4 / a' G ----SHEAR WALL PER PLAN BAR "a" MAINTAIN FINISH GRADE AT THIS LEVEL FOR AT LEAST 8' BEYOND SHEAR KEY FACE CONC SLAB WHERE OCCURS #4@18" OC — SHEAR WALL PER PLAN - 16d @9" 2X RIM (1 3/4X LSL FOR TJI FL), UNO H3 @ EVERY OTHER TRUSS (1)#4 BAR "b" T B SOLID BLKG TO MATCH HOLDOWN STUGS ABOVE FL JST PER - -- PLAN FOR SIZE - 16d @9" P1 -6 WALL; / 16d @6" P1-4 WALL; 16d @3" P1 -3 WALL; - 2x (1 3/4" LSL FOR TJI FL JST) SOLID BLKG ` -- WATERPROOF 1\ WHERE REQ'D --- ROOF TRUSS PER PLAN 18" MIN. WASHED CLEAN GRAVEL #4 @18 "OC (1)#4 4" PERF. DRAIN PIPE ROUGHEN & CLEAN, TYP 1 HOLDOWN — PER PLAN PER UPPER S.W. EDGE NAILING 10d TOENAIL------ - @8" OC PANEL BREAK PER LOWER S.W. EDGE NAILING ---- CONC SLAB WHERE OCCURS (3)16d TOE NAILS EA BLK EQUAL, 24" MAX 2x4 MIN OUTRIGGER @ 6' MAX OC GABLE END TRUSS SHEATHED AND NAILED TO MATCH SHEAR WALL PANEL BREAK SHEAR WALL PANEL EDGE NAILING SHEAR WALL PE PLAN P2 -3 SHEAR. WALL PER PLAN HOLDOWN` PER PLAN I (2)2X RIM (1 3/4X — PSL FOR TJI FL), N UNO LTP4 @24" OC SHEAR WALL PER PLAN 16d @9" / - 2X RIM (1 3/4X LSL FOR TJI FL), UNO r8d @4 "OC A35 @ 48" [1, H T A B 3' 8" 4" 1' -8" 4' 8" 1' -0" 1'-8" 5' 8" 1'-6" 1'-8" 6' 8" 2'-4" 1' 7' 8" 3' - 0" 8' 8" 4' -0" 1' -8" 9' 10" 5' -0" 2'-4" 10' 10" 5' -0" 2' -4" 11' 12" 6' -0" 2' -4" 12' 12" 6'-0" 2' -4" 1' -8" 12" - -SOLID BLKG TO MATCH HOLDOWN STUDS ABOVE - -- (4)10d EA BLKG \ 2x SOLID (TJI FOR TJI FL) BLKG @ 48" OC SHEAR WALL PER PLAN RETAINING WALL SCHD. TRUSS PER —' PLAN 45 DEG MAX BALLON FRAMING IF DIAGONAL BRACING SHOWN ABOVE IS OMITTED 16d @3" (2 ROWS) A35 @24" OC / / SOLID BLKG TO MATCH HOLDOWN I / /, 5/8 " % %c A.B. @30" O.C. // / D 10" 12" 15" 15" 16" KB KD BAR "a" #4 @18" OC #4 @18" OC #4 @18" OC #4 @14" OC ACTIVE EQUI. FLUID PRESSURE: 40 PCF (ASSUMED) PASSIVE EQUI. FLUID PRESSURE: 250 PCF (ASSUMED) FRICTION COEFF.: 0.3 (ASSUMED) ALLOW. SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) — FL JST PER PLAN FOR SIZE 2X6 BLKG W/ A23 CLIP EA END `--- (6) 10d TO BLK 1 G DIAGONAL BRACING @ 48" MAX OC (2X6 FOR L >8 2X4 FOR L =< 8') W/ (6) 16d TO BLKG & A23 CLIP TO WALL TOP PLATE STUDS ABOVE -- FL JST PER PLAN BAR "b" #4 @9" OC #4 @8" #4 @12" OC OC #5 @11" #5 @15" OC OC #5 @9" #5 @12" OC OC #8 @16" #5 @12" OC OC #8 @12" #5 @10" OC OC 1 w 0 J W < 0 • Q F- 0 Ldp �� I— VJ May 23, 2007 c " W z cy) z ,.N,,, TT 11 '' '�, CV L.1_ 1 W W = (.° 5 1 1 \ O LC) z ce) w Nab u W O r".' 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