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Permit D05-340 - REHABITAT NORTHWEST - NEW HOUSE
REHABITAT NORTHWEST 13748 45 AV S D05-340 City G. Tukwila Stever: 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 Web site: cOukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 7347600355 Permit Number DOS -340 Address: 13748 45"S TUKW Issue Date: 03/07/2006 Suite No: Permit Expires On: 09/03/2006 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: REHABITAT NORTHWEST, INC. 13748 45 AV S, TUKWILA WA REHABITAT NORTHWEST, INC 5639 16 AV SW, BURIEN WA CHAD DETWILLER 5635 16 AV SW, SEATTLE WA s Contractor: j Name: REHABITAT NORTHWEST INC j Address: 5639 16TH AVE SW, SEATTLE WA Contractor License No: REHABNI973KZ Phone: Phone: 206 932 -7355 Phone: (206)255 -3474 Expiration Date: 05 /09/2007 DESCRIPTION OF WORK: CONSTRUCT NEW 3- BEDROOM SFR PER PLANS (1643 SQ FT SFR, 438 SQ FT GARAGE) PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, STREET USE, AND UNDERGROUNDING OF POWER. WATER DIST. 125 & VAL -VUE SEWER DISTRICT. Value of Construction: $225,377.85 Fees Collected: $3,949.59 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 25 c.y. Fill 25 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N doc: IBC- Permit D05 -340 Printed: 03 -07 -2006 Wk �., G Z �Z � g JU U to UJI N 0 J � �LL W 9 - LL a �a = w' Z F- F— O z �- w U� 0 � o r_ = U. -0 .Z w co O Z ' City o1 Tukwila y JM..rNNNN.�•. n-� o ++ V y Departmei :t of Community Developmetit -� G 6300 Southcenter Boulevard, Suite #100 2 Tukwila, Washington 98188 Phone: 206- 431 -3670 1908 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.rrs Water Main Extension: N Private: Water Meter: N Steven M. Mullet, Mayor * *continued on next page ** Public: Steve Lancaster, Director doc: IBC- Permit D05 -340 Printed: 03 -07 -2006 City of Tukwila Steven M. Mullet, Mayor Departniew of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.its Steve Lancaster; Director Permit Number D05 -340 Issue Date: 03/07/2006 Permit Expires On: 09/03/2006 Permit Center Authorized Signature: X A AA A JJ Date: C7� o I hereby certify that I have read and x mind.. is permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: �� Date:3 Z z Zo Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 1 Z = Z D J U' UO N0. w =' J ii,- N V-. W O J. LL a Z �- f- O Z N-' �p U :O � t~. W w' ~ i~ lil Z' ca O ~. Z doc: IBC - Permit D05 -340 Printed: 03 -07 -2006 ti �.. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 7347600355 Address: 13748 45"S TUKW Suite No: Tenant: REHABITAT NORTHWEST, INC. Permit Number D05 -340 Status: ISSUED Applied Date: 09/12/2005 Issue Date: 03/07/2006 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. doc: Conditions D05 -340 Printed: 03 -07 -2006 . �•f , i'�'�: 5 .;- _ Z �z �w Q D UO to o C0 W J = H NU. w LLQ co d =w F- _ Z F-- F- O Z F- W U� ON 0H w W U. O W Z U= O Z T9p6 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Q Public Health - Seattle and King County (206/296- 4932). = z '~ W �2 16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). v UO 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, vi W 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 CO LL shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the W O Building Official from requiring the correction of errors in the construction documents and other data. 18: ** *FIRE DEPARTMENT CONDITIONS * ** U- co d = W 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the Z following concerns: �. O 20: Adequate ground ladder access to rescue windows shall be provided. Z F j o CO 21: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the o - street. Numbers shall contrast with their background. (IFC 505.1) W — W W 22: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of U F — such condition or violation. Z 23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at P m (206)575 -4407. z ~ 24: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 25: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 26: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 27: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 28: Any material spilled onto any street shall be cleaned up immediately. 29: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 30: A bond or cash equivilent in the amount of 150% x cost of work within the City right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 31: The Land Altering Permit Fee is based upon an estimated 25 cubic yards of cut and 25 cubic yards of flll. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 32: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed doc: Conditions D05 -340 Printed: 03 -07 -2006 :. J. �k:. L` a} iiA�t{: GqN.'# iL'; S( i. Y. riltMlbp.• ltibl ,�Wu�{.i�'S�w:xAf[:art�lflilY.Lk '� "Y 1�. � /�. '� iktz'1� �'':�iSr✓ V+'..lh.': a::. I , City of Tu Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 t areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 33: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. * *continued on next page ** Z 4z z` W : ar � v O1 . to o (0) W' W = H: CO LL. W O U. N � �W Z I— O Z H-' W 5 U 0; 'O W W; LL 0' W Z. O Z doc: Conditions D05 -340 Printed: 03 -07 -2006 �+, f City of Tukwila Igoe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i 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: &-000 Date: i Print Name: C � i j. ? 3 ? j ? Z W WD U O, U� J � to w w 0: �a o) = C! �w z 0 Z i- w D o` U o CO; w w: U W Z U N� O ~. Z doc: Conditions D05 -340 Printed: 03 -07 -2006 � gg o 'th J 2 isoe CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 W ` TUKWILA Building Permit No. yp 4 o Mechanical Permit No. Public Works Permit No. Project No. City Day Telephone: Fax Number:_ 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 ** SITE LOCATION King Co Assessor's Tax No.: Site Address: �. 7 LLS ,c* tl tic Suite Number: Floor: Tenant Name: ����„%:;+�„ � ,,,- ���.���,'� fir. New Tenant: ❑ ..... Yes ❑..No Property Owners Name: A /, c c. w� Mailing Address: l;.'.... ; r n f7 <: ey t. 5��r c �J f� `� ,!t'. City state Zip CONTACT PERSON - Name: Day Telephone: Mailing Address: City state zip i E -Mail Address: _, a,�" : + °• ,.t' •�` OJz. r? >, t Fax Number: c' , j 1- ;M GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: Mailing Address: 4 1. % -�" L + Vc" Contact Person: l �t t <•' ��� �� — , A4)" fie / City state "Lip Day Telephone: t �' =�:r * � � 3.= " r � a 5 E -Mail Address:— '�'u e ^F+ �,. "� ���. °^ AJ V" �I i_OeIl Fax Number: (74Q 4 ' 3Z — 7 ? S 1 Contractor Registration Number Expiration Date: 71 — a't * *An original or notarized copy of current Washington State Contractor License must be presented the time of permit issuance ** ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name Mailing Addres { Contact Person: I E -Mail Address state Zip ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: It )et Mailing Address: 1y73 Contact Person: P t /Z), t 7o' .v E -Mail Address: i t i , v,C :2 (L ci..o e. q:Npermits ptuslice changeslpennit application (7-20(W) Re.ued: 6.8.05 Page I bb use City state zip Day Telephone: ��a ) 1 18T ~ C 5'4 - 7 Fax Number �ya �1 cj F J , o`i,_� z �W. �U U M U) LLJ J = H NW W O LLQ �W Z �. H- O w� �5 U� CO) O H W W U. O .. z W U =. O Z i BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ /Sh,Ocz> Existing Building Valuation: $ Scop of Work (please provide detailed informa t ip- � � / r ' � � --..r T—� � `t` �.�� � ���e_T'y ►UC ��J I Will there be new rack storage? E].. Yes ET..No If "Yes", see Handout No. for requirements. Provide All Building Areas in Square Footage Below A PLANNING DIVISION: �/ Single family building footprint (area of the foundation of all structures plus any decks over 18 inches and overhangs greater than 18 inches) 1,`r 22— *For an Accessory dwelling, provide the following: Lot Area (sq ft):c;25_?O0 Floor area of principal dwelling: Floor area for accessory dwelling A *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: r�- Compact: Handicap: Will there be a change in use? ❑ .... Yes V- No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm Y) None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes No if "yes ", altach list of materials and storage locations on a separate 8 -112 x I I paper indicating quantities and jUaterial Sqfqv Data Sheets. q:%%pemiits pluslicc changeslpermit application (7.21)(H) Rey ised: 6.8 -05 Page 2 bh Z Z � 6 W J UO CO) 0. W = J � CO) U WO J' U. Q. N d W H =. Z F O W �p U O F- LLI =U H LL F- O . • Z. W U to O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of . Occupancy per IBC I Floor a .0 2° Floor D 6-2- 3 Id Floor 417 Floors ! I_ thru ;;L It 70 Basement q(D 12-- Accessory Structure* /J 1q Attached Garage Detached Garage � Attached Carport >/90 A 1 i Detached Carport �# ` Covered Deck Uncovered Deck A PLANNING DIVISION: �/ Single family building footprint (area of the foundation of all structures plus any decks over 18 inches and overhangs greater than 18 inches) 1,`r 22— *For an Accessory dwelling, provide the following: Lot Area (sq ft):c;25_?O0 Floor area of principal dwelling: Floor area for accessory dwelling A *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: r�- Compact: Handicap: Will there be a change in use? ❑ .... Yes V- No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm Y) None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes No if "yes ", altach list of materials and storage locations on a separate 8 -112 x I I paper indicating quantities and jUaterial Sqfqv Data Sheets. q:%%pemiits pluslicc changeslpermit application (7.21)(H) Rey ised: 6.8 -05 Page 2 bh Z Z � 6 W J UO CO) 0. W = J � CO) U WO J' U. Q. N d W H =. Z F O W �p U O F- LLI =U H LL F- O . • Z. W U to O Z PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Work (please provide detailed information): 1'-s�rfl- ra!�:r -- - ce- -�-- -� er. s�r�c !� _ rV e k3 3 r f e. e ae de i� e- e- p it r- 62 r+ . Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. I Water District 12 Tukwila S$0( Water District #125 ❑ .. l"Iighline ❑ .. Renton ..Water Availability Provided Sewer District ❑ ..: Tukwila 5 .. ValVlle El .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate .. Sewer Availability Provided ❑ -Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Su mitted with App lication mark boxes which a lv : Civil Plans (Maximum Paper Size -22" x31 ") ...Technical Information Report (Storm Drainage) ` ( Geotechnica) Report 0—Traffic Impact Analysis ❑ ...Bond • ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless (� ` (� , / VTlL Propli'sedl ctivities (mark'boxes that apphl: r� ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of- -way Use - Profit for less than 72 hours ❑ ..Right -of- -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance le..Construction/Excavation /Pill - Right -of- -way Non Right -of-way V Total Cut cubic yards � /. Work in Flood "Lone ..Total Fill '� ❑ , cubic yards l� . Storm Drainage ❑ ... Sv1St'ary SVi e ewer ❑ ..Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ Curb Cut E] Channelization ❑ ..Frontage Improvements `d Pavement Cut Trench Excavation .'Traffic Control ❑ .. Looped Fire Line �. Utility Undergrounding !1 ❑ ...Backffow Prevention - Flre Protection Irrigation ' i Domestic Water " l e� • lM� F1 ...Pennanent ater Meter tze... WO# ❑ ...Temporary Water Meter Size.. PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Work (please provide detailed information): 1'-s�rfl- ra!�:r -- - ce- -�-- -� er. s�r�c !� _ rV e k3 3 r f e. e ae de i� e- e- p it r- 62 r+ . Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. I Water District 12 Tukwila S$0( Water District #125 ❑ .. l"Iighline ❑ .. Renton ..Water Availability Provided Sewer District ❑ ..: Tukwila 5 .. ValVlle El .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate .. Sewer Availability Provided ❑ -Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Su mitted with App lication mark boxes which a lv : Civil Plans (Maximum Paper Size -22" x31 ") ...Technical Information Report (Storm Drainage) ` ( Geotechnica) Report 0—Traffic Impact Analysis ❑ ...Bond • ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless (� ` (� , / VTlL Propli'sedl ctivities (mark'boxes that apphl: r� ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of- -way Use - Profit for less than 72 hours ❑ ..Right -of- -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance le..Construction/Excavation /Pill - Right -of- -way Non Right -of-way V Total Cut cubic yards � /. Work in Flood "Lone ..Total Fill '� ❑ , cubic yards l� . Storm Drainage ❑ ... Sv1St'ary SVi e ewer ❑ ..Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ Curb Cut E] Channelization ❑ ..Frontage Improvements `d Pavement Cut Trench Excavation .'Traffic Control ❑ .. Looped Fire Line �. Utility Undergrounding !1 ❑ ...Backffow Prevention - Flre Protection Irrigation ' Domestic Water " l e� • lM� F1 ...Pennanent ater Meter tze... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size............ WO# ❑ ...Sewer Main Extension ............Public Private ❑... Water Main Extension .............Public Private_ ❑ ...Deduct Water Meter Size........ " a FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone:. City state Zip Water Meter Refund /Billing: Name: Day Telephone: Mailing Address: City state 'Lip q:Upern its pluslicc changcslpennit application (7.2004) Revised: 6 - &05 hh Page 3 Z W W� Ix J U U O M O W = J H Co LL W }}� J LL Q W W. ' Z 1— H O W F— �5 U O: 0— O H, WW ~ I LiJ Z CO O ~' Z Y MECHANICAL PERMIT INFORMATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Mailing A 4 City stile Zip Contact Person: Loa, �p_ I V) r 1 I p /� Day Telephone: 64 a� �q l t�1eu E -Mail Address: a. �_. i-r� � r ��+cy�S� cane Fax Number: Contractor Registration Number: Q r 9AR Y>`)TT 7? k' -2- Expiration Date: IZ2 �10 '-7 f * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ !:�,DDD / Scope of Work (please provide detailed information): .�a5ta (I A)0-143 a5 La nr'.'la a-c- De la i I I j Use: Residential: New ....,o Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ i Fuel Type Electric..'...❑ Gas.... Other: ' 1 Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit T e: Qty Unit Type: Qty Boiler /Com pressor: Qty Furnace <IOOK BTU Air Handling Unit >10.000 Fire Damper 0 -3 HP /100,000 BTU CI Fumace>IOOKBTU Cooler Diffuser 3- I5I-IP /500.00013TU Floor Furnace . — Evaporator Ventilation Fan Connected "Thermostat 15 -30 I -IP /1,000,000 BTU to Single Duct � Suspe(ided/Wall /Floor Ventilation System Wood /Gas Stove 30 -50 HP /1,750.000 BTU Mounted Heater Appliance Vent Hood and puct Water Heater 50+ 1-IP /1,750.000 BTU Repair or Addition to Incinerator - Domestic Emergency 1- 1cat/Refrig/Cooling Generator System Air Handling Unit Incinerator— Comm /Ind Other Mechanical <10,000 CFM E ui mcnt a PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY'T HAT 1 HAVE READ AND EXAMINED ' rl -IIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON. AND I AM AUTHORIZED TO APPLY FOR Ti -its PERMIT. BUILDING OWN -R / O�ALITI ZI"LED AGL',N'I': / Signature: 2 Date: i D$' Print Name: ��a� -:/ J�e►T"( c)� /(��" Day Telephone: Mailing Address: l 9 le" 4z) ��.� ��.i� G'- �� /� City slate Zip Dale Application Accepted: Date Application Expires: j Stall' Initials: 01 • 12 L/7) t L' L q:Pperrnrls plusticc changesll"nut application (7•20wl Pion d Z = Z J0 0 U) 0 CO) LL W O U. Q C a. =W H Z f. ZO 5 U O N, 0 f- WW X0 LL 0 : W Z 0 O F- Z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 7347600355 (' Address: 13748 45 AV S TUKW ! Suite No: ! Applicant: REHABITAT NORTHWEST, INC. i Permit Number: Status: Applied Date: Issue Date: D05 -340 ISSUED 09/12/2005 03/07/2006 Receipt No.: R06 -00689 Initials: JEM User ID: 1165 Payment Amount: Payment Date: Balance: 58.00 05/18/2006 02:37 PM $0.00 Payee: REHABITAT NORTHWEST, INC. TRANSACTION LIST: Type - - - - -- Method Description - - - - -- Amount - - -- -- - - - - -- --------------------------- Payment Check 5464 58.00 i i i. ACCOUNT ITEM LIST: Description Account Code Current Pmts i ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING INVESTIGATION 000/322.800 58.00 Total: 58.00 z w 00: Cl) 0 wz -J cn u- wO �a C0 = CJ r-- w z� F- O z !- w w. U� 1 0 C0 W W z LL — Z U co); O z 5- 8 4 05/1` 9 716 T 07 rat. 58.00 doc: Receipt Printed: 05 -18 -2006 i I � f9Q6 C ity of Tukwila f I I j 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i i f I RECEIPT ! Parcel No.: 7347600355 Permit Number: DOS -340 Address: 13748 45 AV S TUKW Status: ISSUED Suite No: Applied Date: 09/12/2005 I Applicant: REHABITAT NORTHWEST, INC. Issue Date: 03/07/2006 { i Receipt No.: R06 -00607 Payment Amount: 12.00 i i Initials: JEM Payment Date: 05/04/2006 11:22 AM User ID: 1165 Balance: $0.00 } I ; Payee: REHABITAT NORTHWEST, INC. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5477 12.00 ! ACCOUNT ITEM LIST: Description Account Code Current Pmts ! ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PHOTOCOPIES /DUP SERVICES 000/341.690 12.00 1 Total: 12.00 I i I i doc: Receipt Printed: 05 -04 -2006 Z LU U 0 N Cl W J � U. w 0 L L Nd =w z �.. z o � o� Oe � F- w w ', LL 0 l Z U= Z r, C ot� f T 11 kwi l a 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 SET RECEIPT RECEIPT NO: R06 -00308 Initials: JEM User ID: 1165 Payee: REHABITAT NORTHWEST, INC. Payment Date: 03/07/2006 Total Payment: 2,792.37 SET ID: 030706 S SET NAME: R REHABITAT SET TRANSACTIONS: set Member Amount . t . .. ---- - - - - -- ------ - - - - -- D05 -340 2,580.42 M06 -037 211.95 j, TOTAL: 2,792.37 . TRANSACTION LIST: Type Method Description A Amount ---- - - - - -- -- - - - - -- --------------------- - - - - - - -- ------ - - - - -- t TOTAL: 2 2,792.37 ACCOUNT ITEM LIST: Description A Account code c current Pmts ------------------------ - - - - -- - ---------- - - - - - -- ------ - - - - -- MECHANICAL - RES 0 000/322.100 1 175.56 f PLAN CHECK - RES 0 000/345.830 3 36.39 PW BASE APPLICATION FEE 0 000/322.100 2 250.00 PW LAND ALT PERMIT FEE 0 000/342.400 2 23.50 PW PERMIT /INSPECTION FEE 0 000/342.400 9 98.00 PW PLAN REVIEW 0 000/345.830 9 98.00 STATE BUILDING SURCHARGE 0 000/386 4 4.50 TOTAL: 2 2 ,792.37 3286 03/09 9710 TOTAL 2792.37 Z H W Q: W W� UO W= J H- CO U- W O' u_ Q co a �w z �. � O w ~ w U� 'O N: O I— w u. O. Z' w H- X. O Z i is �g City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7347600355 Address: 13748 45 AV S TUKW Suite No: Applicant: REHABITAT NORTHWEST, INC. Receipt No.: R05 -01356 Initials: 3EM User ID: 1165 D05 -340 PENDING 09/12/2005 Payment Amount: 1 Payment Date: 09/12/2005 03:02 PM Balance: $2,110.92 Payee: REHABITAT NORTHWEST, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 4479 1,369.17 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,369.17 Total: 1,369.17 i 7063 09M 9716 TOTAL 1369.17 ` doc: Receipt Printed: 09 -12 -2005 i RECEIPT Permit Number: Status: Applied Date: Issue Date: Z Z �W U' U O. W= J F.� Cl) W O' L L = CI �W Z F- O: Z !— W � 51 U O N O 1- 11 Z L U N'. O Z INSPECTION RECORD D -5 ' Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Rev 6 +a+ N VV Type of Inspection: r YV �J Address: 1 3 �, 5 Ave S Date Called: 7-3 1-06 Special Instructions: Date Wanted: �1 rr g "' 1 "' Q C� I- z p m. Requester: Oliver Proc k Phone No: 206-39/-93 [:]Approved per applicable codes. Corrections required,prior to approval. <a COMMENTS: L — j ,- hGAA- Li o(47 i L Inspector: � Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: s i Z �Z VO N J H N >L W O' L L Z d l.- W . Z� li— O Z t— UJ LIJ U� O N. C1 H WW HU F- LL. Z W z `. INSPECTION RECORD Retain a copy with permit0 INSPECTION NO. PERMIT NO. `? CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ' Pro' t: Type of Inspection: Address: Date Called: 1 Special Instructions: Date Wanted: a,rri. L�7 Qf D� Requester: d 1, ✓et� Phone No: o/ 'x Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Recelpt No.: I Date: 1� Z �Z �W U 0 iA Cl J � �U- W O. LL ?. S2 Cy = W H = ZF H O Z H W �o o Q H Ww LL — 0 W Z U =. O Z wd ,�,;w,., .• ... .- - wn7xW;:'^T'q..q v!»�.�..x -w.� '!!^S.- 'f.ry..- ... -��c .+._v�.•t± 7 INSPECTION RECORD Retain a copy with permit, INSPECTION NO. PER O ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: l /VGA Type of Inspection: ' x� - i,V4 / Address: Date Called: y� s Special Instructions: Date Wan .m- : Requester: Phone No: UU Approved per applicable codes. Corrections required prior to approval. ME .hw� .w.in' .+.. - •IM++.� a.r,. x .w..u0.�w,:� - Z Z Q W W� UO� CO) Wx J F. C0 LL W O, 9 a5 LL 4 Y0 I— W Z �o W � W M ON O t- 2 U. .Z W U =, O Z 4 C" INSPECTION RECORD Ran a copy with perm INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 48188 (206)431 -360 Pro' ct: I? A1114J Type of Inspection: Address: 3 7 y8 4 /,5,1 0 -5 Date Called: _ Special Instructions: Date Wa a.m p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. 0 1 I e Z y W Y. UO 0 CO) C0 U - 0 } �J LL co) = W ZO W U� 0 I.— W LU lu. O Z L) CO O Z INSPECTION RECORD Retain a copy with permit 6 5 INSPECTION NO. PER I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Phone No: Approved per applicable codes. Corrections required prior to approval. U ec t. t . Pro' A /,'-/ AJ�- Type of Inspection: ,, Address: Date Called: V Z5' Special Instructions: Date Wanted: a.m. Requester: COMMENTS: rh P � P, t 1 /Prior to inspection, fee must be 00. Call to sechedule reinsnection. P 6ipt No.: ffal I Z I W Z Y 5 U 0 (00 Cl) W W Cl) U. W O LL C , ) W 0 z �- W W Cl) 0-1 0 F- W W u. 0 z U CO) 0 Z Ifl'3H`A�'1!w, +nse+� i.+�:e +..J..vi►.+s^F -s.. rs wa r�m...vn...• .. e...+F..•.. .. -..r.. r, ....� .- .+..•.++.N.+ -.nom - ,«wi.�. INSPECTION RECORD Retain a copy with permit Db 3 U , INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Pro ect: Type of Inspection: Address: 13 C4 � A <� Date Called: Special Instructions: Date Wanted: J un) I p.m. Requester: Phone No: z 06 - 3cl Approved per applicable codes. Corrections required prior to approval. COMMENTS: I - J Receipt No.: Date: I pe cip r: ua - , � S _ I , v y 626 00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be at 6300 Southcen er Blvd., Suite 100. Ciall to sechedule reinspection. dill Z QQ SZ W W =. UQ w= �u W O U. (1) = �W Z 2 ZO LLJ U� O CO) Q F- =U H � LLO ill Z CO) O Z INS PECTION RECORD — Do 5 - s y 0 Retain a copy with permit F INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Proj'At: we. Type of Inspection Address: ) 7 0 y W 0 Date Called: -7 4 Special Instructions: Date — Wanted: a.m. 0 -7 (P-.m: Requester: Phone No: Approved per applicable codes. �COMMENTS: �M M MM-TAN—A WE( t ' MI.S.12 Inspector: ( IILJ I Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Corrections required prior to approval. z Z Ill I Li WN 5 0 00 Cl) Cl) W J S2 LL w LL cod z z W U J 25 co 0 H. LU W. U. W z co 0 Z INSPECTION RECORD r Retain a copy with permit L 3 .. INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 tr I , I per applicable codes. Corrections required prior to approval. j pector: Date: $ 0 REINSPECTION FEE EQUIRED. Pri to inspection, fee must be p d at 6300 Southcenter 64 d., Suite 100 Call to sechedule reinspection. Receipt No.: Date: Pr : ,• y ype of Inspecti9ry��� Address D Date Called: Special Instructions: D Date W �Jlted� _ p � l Z Z W V UO N❑ CO) UJI J = N LL W O W N CY W � rr J. Q = z 1-0 W — O � ❑ F— W W S O. W z CO) z i t t INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 x . Pr g' ct: I / I j CO W�) Xype of Ingection: Addres Date Called. Special Instructions: Date Wan p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: inspection, fee must be to sechedule reinspection. Z W .j O 00 Cl) a Cl) Uj W J C0 LL WO LL S2 x W ZZ H 0 Z f-: W LU 5 cl W LLJ LL —0 ..z W (0 u— p x 0 z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 - 7 Pr9ject: Type of Inspection: Address: QQ /—? - 7 Date Called: Special Instructions: Date Wanted: a.m. 5- Requester: Phone No: rV Approved per applicable codes. Corrections required prior to approval. L-=1 El COMMENTS: ■ In ector: Date: 37- — A 14 $58.00 REINSPECT6 FEE REQUIRE Prior to inspection, fee must be 5 apaid at 6300 Southcenter Blvd., Suite Cali to sechedule reinspection. I Re4eipt No.: Dat e: Z Z. LU C.) )C) CO) Cl CO) ul W:r -J I.— CO) LL w 0 U. S2 d. X X WO LLj 5 O C0 W 0 Z CO) 0 Z INSPECTION RECORD Retain a co with ermit ' - 3 �'J cop p INSPECTION N0. PE NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -367 Project: Type of Inspection: Address Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: ? Approved per applicable codes. czc;ttorrections required prior to approval. COMMENTS: A c.� ✓ 7 �- " r-C4 �f r t Inspector Date $58.00 R61 SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: ..csr. vt „;.'F.d'?."' ����'?� r'T ?�$.S,'�'..reu t 'u•f, _ ..” ., ." ._ "'.•',�"'f t Z � Z W 0 CO D CO) W WO � UQ N O = W ? H. W LU 0 �O U O y � F— W W -O 111 z U U— H O Z .�ht4Zi f,!..ntj• ;i �i�+ hem+.» a�.,-'. i' �^-... �+-. . fn.- n^^•.•e..r,+we-- n...- j- P-,-.. a ^- � '+ -' .. �. •_ �...� INSPECTION RECORD Retain a copy with permit " 0 j , INSPECTION NO. PER N CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 0 -3k,7 Proje m Type of In pection� , Address: -- ' IS V Date Called: Special Instructions: Date Wanted: M. Requester: Phone No: - ZIT-6 2, teceipt No.: Date: /4- 'Lfi ' r 5 {, .i`3 :�('•:.y�?: '�+ ,,yy 1. +w.' ' ,..:r:.•:y. - :: r . r -, ;.r . :.M«.7. i:7C'r• �...�.'f��`',r.'.hs ' '�'kd'.;:.t'.P::.:: .�f.nN �'. �. w.:: 4' !tCr. ",r7. •,;��e+: `r.. .° .. n : nom` f t Corrections required prior to approval. 1 Z �W 5 i JU UO U) LLJ J = �L WO �Ei u. N � _° I— W z H H O W H. �Q U , O S2. o �-: W LL O z U= O F . Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. r. - INSPECTION RECORD Retain a copy with permit QD INSPE ON PER CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Pro' ct: I 7 1,a 1 74x, -`"" -/- Type ofJospectiorx [U /`/ —;>,�t/ Address: / 3 2 Axr Date Called: Special Instructions: Date Wa a.m, Requester: Phone No: Lrj%"pproved per applicable codes. L Corrections required prior to approval. �i sor: Date: 7 J } r $58.00 REINSP CTION FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: I 1[ Z = Z J U. UO to J CO L W O J U. U �. = d �W Z I= 0 W ~ �5 U� O N O F- W H LL Z W CO) H � O Z .• ;�' . rjfk ��5�`' � �*'.. r- .."' �...t. .,- .nay ^,� .caw++nwn�- ,�sa7,.,.�.x„ , a .r.�-- r..un..r,..•n�r..:..c Gi;+on.a —..... = INSPECTION RECORD " ~ Retain a copy with permit INS CTIO No. PE I CITY TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 I Approved per applicable codes. Corrections required prior to approval. C WIMENTS: f i e r: Date: / Z -d .00 REINSPECTION �EEEQILIIREEDPrior R to inspection, fee must be p id at 6300 SouthcentBlvd., Suite 00. Call to sechedule reinspection. eipt No.; Date: Project: / h4 b�7i9' Type of Inspection: /- ,q/''11I"/ 6 Address: Date Called: Special Instructions: Date Wanted: a.m. 5- 23 - 0�. Requester: Phone No: Z = Z iQY LU. W� UO O W= J (0 U W O. 9-1 CO) LL = C! I.. W Z H I— O Z U O N O I— W W Z L11 CO) z 7 =1 INSPECTION RECORD Retain a copy with permit INSPECT IM NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36r I Corrections required prior to approval. Inspector: f Date: V - $58.00 REINSPECTIO A EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. lam mz� Mls� go Project* Type of Inspection: Ad d 7 s � 7.7. A d A Date Ca ed: SpeciaT Instructions: ate Want a.m. Requester: Phone No: Receipt No.: Date: Z Z LLI J 00 cr) a W W CO) LL 0 LL co CY W z 1'- 0 W �- W LLI 25 :3 j3 .0 CO3; 0 0 1•-, WW M LL 0 Z' U CO) M . ~O 1-- Z %-i i i %jr I UI%VVILM DUILUIMU LJIV131VI'4 YNIKO -� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 Project: Type of InspectiQw Address: 7`2 Date Called: Speci ffistFurtionq* Date Wanted: ffff a.m. Requester: Phone No: Approved per applicable codes. qco-r rections required prior to approval E �— f F Inspecto Date* E] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. lReceipt No.: 77 Z LU 00 CO a CO LLJ LLI :r I.- U 0 U. CO UJ z M 1-- 0 Z F- W W 5 CO 0 0 H. LLI Uj C. ) 0 Z U Z NO., % - 1 0M M ff PRO- 05 �— f F Inspecto Date* E] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. lReceipt No.: 77 Z LU 00 CO a CO LLJ LLI :r I.- U 0 U. CO UJ z M 1-- 0 Z F- W W 5 CO 0 0 H. LLI Uj C. ) 0 Z U Z IN SPECTION RECORD Retain a copy with permi INSPECTION NO, P E T O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3k7 Proiect- 6; Type of ln I �-12AIIYIIIV 6 Address: 13 71-le q 5 A u Date Called: Special Instructions: Date Wanted: Requester: Phone No: Fl Approved per applicable codes. [SCorrections required prior to approval. COMMENTS: I e z e gl( ^ d Ins e or: Date.L— $ 58.00 REIINSPECTION E REQUIRED. rior to inspection, fee must be 1 0( paid at 6300 SouthcenNe&Blvd., Suite )10. Call to sechedule reinspection. I t Receipt No.: e: Z W. (L)0 (t) a (0) W W 3: J i.- D LL WO 2 � 9 Ei LL W Z W LU 2 5; =) C) L) 0 13 W LL —0, Ill Z' 0 wtk.; Ya w c ; 4' f;+ s+ Y: �s�?:. F: c��: .Y�.ii:.:;�t.;'.ifrf.��:r�. >•' ..,... "kt,�r'v!g� v*•�.^�r;•.. • �rti.. ±r.....-.;•.T.�r•r..^�^•.! . w-- ..•.— ,•- ...- .r•. _ r•a- r.�•--- •..�•�... '^ �.. r` t• r.- •- - - • ^••� • .-- , _ .. ___�'. - __ INSPECTION RECORD Retain a copy with permit INSPECTf N N0. PER Lr CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) s(l ii• Project Type of Inspecti Address: Date Called: SpeciaT Instructions: Date Wanted: a.m. "_'�-�� p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ; j t t j - I r Inspector: Date: L D $58. INSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: r Z = Z JU 0 0 C O C0 W J = CO U- WO U. Q C0 �. = fi— W Z- 0 Z it W LIJ � p U CO) O— � H: W W` U. 111 U CO) O ~. Z i 17't d afi '2 ==kG49 ,`+ rt ,w riat ., . t r '• . t . .. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE T NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 f i 1 1 3 Projec Type of Inspect' n: Address: ate Calied: Special structions: Date Wanted: m. Requester: Phone No: 7 6 `—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: '•=s.i.n..r '�i+f�.:r� '"1•`l+'4' L' n1• .�.1 i . ,� ..... ..,. .. '., r Z �Z W W� 00 (0 C. J �_.. U) LL w 95 co = �W Z _ I— 1 Z II- W LU �p U CO D F- WW H L). U_ O .. Z UN O Z INSPECTION RECORD Retain a copy with permit FA� 5,3, INSPECTION NO. P E R M ,N 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 _3 47r Approved per applicable codes. Corrections required prior to appr oval. COMMENTS: Date. In pector• F] 58.90 REINSPECTION FEE R UIRED. Prior t4spection, fee must be ai3l/at 6300 Southcenter BIWTSuite 100. CaLl to sechedule reinspection. IRecel No.: I Date: Project Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a4L m. Requester: Phone No: Z Z U O Q JU U) t1i LU 3: J l.- S2 U- �tu 0 2 �' 9 5 LL CY UJ Z �- 0 z 1-- LU LLj, 5 co 0- a F- UJ U J 1: 1-- U _ til Z (1) L) P 3:� 0 1-- z _- ....... .�._._ .._.... .... _.. ...... . .. .. INSPECTION RECORD ' Retain a copy with permit INSPECTION NO. PERNirr O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)4 -36W s 7� Ln 2 pproved per applicable codes. Corrections required prior to approval. COMMENTS: )Receipt pec , � / uate: 1"X J $5 .00 REINSPECTION FEE EQUIRED. Prig to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100r Call to sechedule reinspection. No.: Date: Project: Type of Inspection: ,. D u Address: Date Called: Special Instructions: Ir Date Wanted a. m. I p Requester: Phone No: L Z �Z '~ W JU 0 O co = COLL W O L L co C! H =. Z� H O W ~ W U� O N. � E- W H H W id UN 1- 3: z INSPECTION RECORD Retain a copy with permit S -3 yv INSPECTION NO. PERMIIyJ4�0 CITY OF TUKWILA BUILDING DIVISIO .6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Pro'ec . z e h , 4 A / 1 4J Type of f-ction: Insp A409 dress - �? Date Called: Special Instructions: Date Wanted: a.m. D C p.m. Requester: Phone No* Approved per applicable codes. Corrections required prior to approval. COMMENTS., - � w Inspector: Da ter F-1 $58.00 REINSPECTION YEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to secheduLe reinspection. Receipt No.: Date: Z JU LU L) 0: ( /)D, (0) W LLI X -J I.— C0 U. 0 Ei LL < CO) M CY UJI L 5 W LI J T- C F- tL 0 Z Cf) Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Y. r e c : Ao 17,o 6 1,o Al LA-.,l Type of Inspection: 4,1,9 // Address: 137YS Date Called: Special Instructions: Date Wanted: a.m. rn> Requester: Phone No: A pproved per applicable codes. Corrections required prior to approval. COMMENTS: I X '. r. Inspector: Da 4 $58.00 REINSPECTI04FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaLl to sechedule reinspection. Receipt No.: Date: Z Z _3 L) (L) 0: ( ( 3 Cf) W W NU. a -j LL N LU Z Off. W L U 5 LU uj � LL —Z CO Z INSPECTION RECORD, � Retain a'copy with permit INSPECTION N0. _ PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' t: N� Type of Inspection: �� I✓ Addressi�T? 5 46 AO 61 Date Called: ` - O Co Special Instructions: Date Wanted: f� a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. CO MENTS: i I Insp": uat 3 M $5 .00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be p d at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: I;Uo Z H W' JU UO to 0 J H U) o W� U? C0 = W Z� ZO Au 5 U� ON WW �U O' liJ Z U =: O ~: Z .. o �' �F, �i:. k! �'%: 4! 'L.:1•.l'7!YY�`•tvcSVNr2M1`i'F: S.':� b INSPECTION RECORD Retain a copy with permit t 1' INSPECTION NO. PERMIT NO s Y CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 )431 -36 AApproved per applicable codes. I Project: Type of Inspection: Address. rte} 7 .... Date Called: Special Instructions: Date Wanted: a.m. Requester: hone No: Receipt No.: Date: i f i :j FI Corrections required prior to approval. ; Z iH Z . W QQ � JU UO Co o W = ML C WO G U- ?. N Cy. = W Z ZO 5 UC3 O� � F- W W F- �. W Z tll Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a co with it - ; cop p erm INSPECTM N0. PERW NO. '! - CITY OF TUKWILA BUILDING DIVISION s 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Project: 2 Type of Inspection: Address: Date Called: Special In tractions: Date Wanted: a.m. Z 2 �. o (� P.M. Requester: Phone No: Z QQ W J U U O. N J � NL W O J LL j CO) d = W Z_.. E O W F- U� O N' 01-- =U LL O, Z U= O ~: Z Retain a copy with permit INSPECTION RECORD INSPECTION NO. P ERM N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro'e t* We, jo Type of Inspection: Zco— Address: So Date Called: Special Instructions: Date Wante a.m. CP5 Requester: Phone No: I I Receipt No.: I Date: I Z z W JU 00 U) a (1) W W LL W O -j U. u) T O 1 �- W . 4 z W Ul 5 CO. 0 ,a �. LLI Lij 3: l!— LL tll Z C& L--j paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectlor Approved per applicable codes. COMMENTS ElCorrections required prior to approval. C t as Inspectort/ I Date: I I Receipt No.: I Date: I Z z W JU 00 U) a (1) W W LL W O -j U. u) T O 1 �- W . 4 z W Ul 5 CO. 0 ,a �. LLI Lij 3: l!— LL tll Z C& L--j paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectlor INSPECTION RECORb Retain a copy with permit INSPECTION NO. PERMI O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367Q Project: l°11 �` / /V 4LJ Type of Inspection: Fop -/ Address: 3 , 4 1 S Date Called: Special Instructions: 6/ /,% Gj Date Wanted: a.m. -- /-/— U �. p.m. Requester: ! 9 . one No: Approved per applicable codes. MV Corrections required prior to approval. COMMENTS: / Z i• r 4 ♦ i .� t 2-a $58:00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. z Z �W QQ � JU UO CO 0 co LU J = Co LL WO �a-j u_ a U� = W 1= 0 W ~ W UC) U � I-- W LL O UJI U co , O z INSPECTION RECORD �- Retain a copy with permit INSPECTION NO. PERM N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431.3670 Project: Type of Inspection: Address: Date Called: Sp cial nstructions: 2 , i C -(./ i ) Date Wanted: a.m. Requester: Phone No: i I a Approved per applicable codes. Corrections required prior to approval. ` COMMENTS: .. f Inspector: El $58. E4EINSPECTION P E REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. leceipt No.: Date: 1 Z I z W JU UO to o to W W = �LL WO U. C d = W H Z �... 1- O: W ~ W U� O N. WW U. O tii Z N H x' O Z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing REC�7�.r.._ CONSTRUCTION INSPECTION REPORT 'JUN 5 1006 Report Number: 36944 beEMDPT Description: Epoxy- Grouted Anchor Bolts Project: Parks Lot 2 Permit Number: D05 -340 Address: 13748 45 Avenue S, Tukwila Job Number: 06 -308 Client: Rehabitat Northwest„ Inc. Client Address: 563916 Avenue SW, Seattle, WA 98106 Inspector and Date Remarks Tom Maddock Monitored installation at 19 total 5/8" diameter by 10 %" long threaded rod anchor bolts through 2 "x6" 5/22/2006 wood frame sill plate and into existing concrete foundation at grid line 1 from A.5 to A, line A from 1 to 1.7, and line B from 1 to 2, epoxied with Simpson SET 22 epoxy (expires 2 /08). Crew drilled holes to 7" embedment and cleaned them with air, brush, air, injected epoxy into holes, and inserted 5/8" diameter anchor bolts into epoxy - filled holes. These epoxied 5/8" diameter anchor bolts installed, embedment depth /518" diameter bolts used, per S1, with conditions during activities satisfactory. Conforms I i l Copies to: Owner X Client/Contractor Architect Building Dept. Technical Responsibility: Engineer David Lyal, Technical Director i This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. ( Page 1 of 1 J 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 t Form No.: ADMIN -63 -01 (Rev 05103) z '~ W W � UO. N 13. J = H LL w L L = �.. w z F ..-. HO. z ►— w O� OH w W T_ U F- u. O, .. z Lu CO) O z Indemnification and Hold Harmless and hermit i emporary in Nature Reference Number(s) of Related Document(s): D05 -340 Grantor: REHABITAT NW INC., a Washington State Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along 45`" Ave. South, located adjacent to 13748 — 45`" Ave. South (Lot 2) City of Tukwila Short Plat No. L05 -074 a.k.a. Lot 10, Block 4, Riverton Macadam Road Tracts, according to the plat thereof, recorded in volume 15 of plats, page 53, in King County, Washington Abbreviated Work Description: Work within the City Right -of -Way, including driveway access, utilities, and undergrounding of power. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. z F. W. D U0 n 0 J � LL .W 0 2 �. J LL Q co = W. Z F- O z F-' 5, U O �. W w LL 0 , 111 z U= O z IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this .2006. Authorized Signature Authorized Signature day of STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he /she was authorized to execute the instrument and acknowledged it as the of a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated Notary Public in and for the State of Washington residing at My appointment expires I Z W W D; J U' UO N L:J W= J � co L WO �Q = CY W z� O; Z I-, �o OU) o� 1W W . s LL O: w Z . U CT O Z DATED this day of _ GRANTEE: CITY of TUKWILA By: Print Name: James Morrow Its: Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and i acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Name: i NOTARY PUBLIC, in and for the State of i 1 Washington, residing at i My commission expires: 2006. z - W . UO. CO 0 W =' J � w 0 tea' �. tea cn i cy �w z 3: �0: Z 1- Uj 5' �o ,O .w w F— U !L 0 :, 111 Z' N H H. Z 0 WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Grantor: Rehabitat Northwest Inc. Grantee: The City of Tukwila Legal Description (Abbreviated): A Portion of the NW %a of the SE ' /a, Sec. 35, T. 23 N., R. 4 E., WM. Assessor's Tax Parcel ID Numbers: 734760 -0354 / 734760 -0355 / 734760 -0356 SENSITIVE AREA CON NANT AND HOLE-' HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between Rehabitai Northwest Inc., a Washington State corporation ( "Grantor), and the City of Tukwila, a Washington municipal corporation ("Grantee'). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property ") legally described as Lots 9, 10, and 11, Block..4, Riverton Macadam Road Tracts, according to the plat thereof, recorded in volume 15 of plats, page 53, in King County, Washington. WHEREAS, a portion of the Property contains sensitive areas and the Property is adjacent to sensitive areas of potential geologic instability (potential slide areas) as depicted in Exhibit `A', which is attached and incorporated by reference. WHEREAS, as a condition of the issuance of short subdivision approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said short subdivision approval under permit no. L05 -074, and/or construction permits for the Property. z �W a: 2 JU UO N W= �U- WO U. Q = �W z ZO !L LLJ U Oa UY O — : CI I.- W w. Ly -O .. z. U N .E- H O Z WHEREAS, Grantor has performed a geological report and evaluation, prepared by Liu & Associates, Inc., dated November 11, 2005. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained - for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described in Exhibit A, which is attached and incorporated by reference. 2. Grantor on its own behalf and,on behalf of its heirs, successors and assigns..'. reby waives any righfio assert any claim against'the Grantee, its officers, officials, employees, agents, and assigns for any loss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permit(s) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development - imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. + 4. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 5. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. z } w D UO N J H CO LL w J _° �w z� t_ O zt_ w UJ �o U o H- w LO z. co 0 1-- z P1 IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this Z_42 day of f �� , 2006. STATE OF WASHINGTON) )ss. County of King ) Authorized Signature Authorized Signature I certify that I know or have satisfactory evidence that . feVe- B e� Lc. d le? is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he %he was authorized to execute the instrument and ac owledged it as the Pr e5icl e-n f of /Ye ha bda t h we5f, , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated FebruarV /0. 2006 I �.•• s%ONE j . ,OTARY��n N . ' PUB00 O OF , P i All A DeOC V U Notary Public in and f the State of Washington residing at Renton My appointment expires 6-/ s Z Z W 3 UO CO 0. Cl) =. J f... Cl) U_ W O 2 �:. a. z Co, �w z ZO LU w U ON o�_ W w. U LL 8. Z U_ Cl) 0 FF Z DATED this day of ' 2006. GRANTEE: CITY OF TUKWILA Mayor ATTEST: r U— City Clerk STATE OF WASHINGTON ) ss. County of King ) On this '�da of 20 0 before me, the *` undersigned, a Notary Public in and for the State of Was4fniton, duly commissioned and sworn, per ovally appeared ILL= /V Al M GI C.G and known to me to be the Mayor and City Clerk, respectively, of CITY OF TUKWILA, the municipal corporation that executed the I _ P IP . foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal t corporation, for the uses and purposes mentioned in this instrument, and on oath stated that i he /she was authorized to execute said instrument. WITNESS my hand and offcial`sQ Hereto affixed the day and year above written. 4 5. roo �N �� ; NOTARY PUBLIC in and for • ''o State ofvVashington, residi at U 1 �� y1 Z Z u� D J U' UO CO) =' J C0 0. w� L L S 2 W H f- O Z I- W LLJ Do .O N. w O. iii Z O Z I EXHIBIT `A' DEPICTION OF SENSITIVE AREAS t3T TH ' S ...... . .. . ......... . ....... ...... . . .... ... 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Z Z w u mmn= macamm*s mcacamnaeaamccm= naaaammaaecaaaamaaamnsaanmsanmr I WinBeam By CAST TIME 01/24/05 02:31:17 __mamnaaaaesoam Page: 1 I I Proj.: Townsend I a ' I TITLE: FB4, U +S =; cxx= caanxxaxacaaxamca= cxa= a= aaamasaaaaanmaa= aamx== I m===== nm== mxava I . * SUMMARY OF THE INPUT INFORMATION i" kr##t # #ttttt #t *tt #t * #tttt #tt #t *ttti• C TYPE OF THE PROBLEM CONTINUOUS BEAM CALCULATION Types and the locations of the supports in Feet Hinged support at X= 0.000 Hinged support at X= 7.750 Hinged support at X= 18.250 t . *.Total number of different materials 1 I From X= 0.000 to X= " 18.250 E= 2000.000 ksi * Total, number of different sections 1 From Xm 0.000 to X- 18.250 IX= 250.000 Inch * *4 " Note: loading acting directly at support will be ignored. ' Total number of concentrated loads 1 Unit Lb Feet At,X- 3.500 load P= - 319.000 Moment= 0.000 * 'Total number of distributed loads 1 Unit lb /ft 'At X= 0.000 W1= - 800.000 At X= 18.250 W2= - 800.000 * "SUMMARY OF THE RESULTS . .. 't "kt * #t # #t #i•ttt tt #tt # ttrt * LENGTH UNIT Feet FORCE UNIT Lb i I I i Y. . �, c= axxaac== vaaaax= xaa== aaaaaaoca�a= cv= aaxacaaaaaaaaxaaca = = I WinBeam By CAST TIME 01/24/05 02:31:17 __ =a =a a Page: 2 I Proj.: Townsend 1 I TITLE: FB4, D +S . ..i.. - accaacac acaca= aaa caacas= aacaxa =ac= axc= aacccc cc= cacao= a== I aa== =aaa =e �.';. MAXIMUM VALUES * Max. displacement is 0.00029 at .X= 5.812 hiin..displacement is - 0.01878 at X= 13.688 * Max. shear force is 4415.99371 at X= 7.750 * Min,, shear force is - 5064.99458 at X= 7.750 i * Max. moment is 6889.38752 at X= 13.688 * Min. moment is - 9082.46102 at X= 7.750 'TOTAL APPLIED LOADS *: Total applied concentrated load: - 319.O06" Lb 1 * Total applied concentrated moment: 0.000 Lb Feet * Total. applied distributed load: - 14599.994 Lb *.SUPPORT REACTIONS Reaction at Xa 0.000 Force- 2103.004 Moment- 0.000 * Reaction at X= 7.750 Force= 9480.988 Moment- 0.000 * Reaction at.X- 18.250 Force= 3335.002 Moment= 0.000 4 i i I , E R I • i . 1. r . . i I ell 1101 11 11"Offam a= ca= aSasaQaa =oa= aaaa= a= aacaaaaa= aaa =a = =a= aaaa= aa= a =aaaaa i = a= aaaaaaa =a � I WinBeam By CAST TIME 01/24/05 02:34:00 I Proj.: Townsend Page: 1 1 TITLE:,FB4, U +S +L saxvaaQaQQaaaa =anaaQ QasQmaeaavaomezaa I . .. amaa= aeaosaaaaaaasaaaa= Q3a =a=a k * SUMMARY OF TI4E INPUT INFORMATION xxwx# * * * * * * **' *wwwwwwww * * * *wwwwwwwwx TYPE OF THE PROBLEM CONTINUOUS BEAM CALCULATION Types and the locations of the supports in Feet Hinged support at X= 0.000 Hinged support at X= 7.750 Hinged support at X= 18.250 # Total ,number of different materials 1 Groin 'X= 0.000 to X- 18.250 E= 2000.000 ksi * Total number of different sections 1 From X= 0.000 to X= 18,250 IX= 250.000 Inch * *9 * Note loading acting directly at support will be ignored. * Total.number of concentrated loads 2 Unit Lb Feet i At X= load P= - 319.000 Moment= 0.000 At X= 3.500 load P= - 1275.000 Moment= 0.000 *.Total number of distributed loads 1 Unit lb /ft At X= O.000 W1= - 800.000 At X= 18.250 W2= - 800.000 . J 'x #�•wx twxxw #xxt #w'tww #•wxww,.w � • SUMMARY OF THE RESULTS . 'tk * # #•A•ww•4xttwwwwwxw *, LENG'PH UNIT Feet FORCE UNIT Lb j I i i t aeaGas ummme: aaaemmamexmaassmmamaeaasssmaaammamamcem- -------- ---- -- +sm I WinBeam By CAST TIME 01/24/05 02:34:00 page; 2 I Proj.: Townsend I TITLE: FB4, D+S +L * MAXIMUM VALUES t * Max. displacement is 0.00000 at X= 0.000 ' Min. displacement is - 0.01737 at X= 13.688 * Max. shear force is 5089.12494 at' X= 7.750 ? Z �C Z<� �� t�• �. ' Min. shear Force is - 5136.82953 at• X= 7.750 c� I * Max. moment is 6561.64054 at X= 13.688 i * Min. moment is - 9836.72804 at X= 7.750 * TOTAL APPLIED LOADS t 1 * Total applied concentrated load: - 1594.000 Lb * Total applied concentrated moment: 0.000 Lb Feet * Total applied distributed load: - 14599.994 Lb + SUPPORT REACTIONS *'Reaction at X= 0.000 Force= 2704. Moment= 0.000 Reaction at X= 7.750 Force= 10225.954 Moment= 0.000 Reaction . at'X - 18.250 Force= 3263.167 Moment= 0.000 ;I I i i I .,.tea 4 s FANG ENGINEERING, INC. ENGINEERING, 1 JOTS NO. 1'AGL 8 OF # CONSULTING ENGINEERS DATE � � ��� BY � ?7v. CHECKED I3Y { PROJECT S Cw Gt } THL: (425)489 -0927 PAX: (425)489-0927 SUBJEM' I ....... : .....:.......... . ......•.... .. ..... . ... .. .. .. .. .. ........ ... ;... .. .. .. . ,c" ., ^~ r��_ /1... .. ... ..L.,.. 4`2. X . ;.7i7;►�..f �... : ... .. .. ... .. ... .. .. ... ... .. ..- .;.... .. ... ... .. .. .. . f Vii...,. ... . ... .. .. -��.I� �..�:.._.- s..- .�......- _.. _. .... - _.. ... .. ... �.�..r..1 -.J LS 1. J....� ltd:, ..._. -.. .(.....i; /... .. .�.. }.... �. .. .. ...}.....(. _. ...... r..._.q. _. .. t ... ... ..... .. ... .. ._ ... ......... . .. .. ... .._ �.. ._. .. -. .. ... .. .. . .......... r ... .. ... .. -- ... .. .- .... ��.. .. . -- . -- ... .................. f :- .,..�,.... .......... .. .......... ..... .. -. ... .- ... ... - ._.. ... .. .. ........... .. .. ........ .- . ...... . .... . V .W 7 r 1 .. .. . ............... . j ..._ .................._ ............. .... .... .. ..... .... . ..... ..... .. ... .. ....... _ i ....................................................................... ....._......- .........- ...... -- ......... Z Z w � Q � J U: U 0: to W= Co) LL W O 9 - LL Q co) �W ° z U� co W W' c y O .. Z: LU Z.. .. D-====a-== D a==aDa=D=maDa D=DD=Da=a=axa==a= DDaD==aD= DD=aD=D=vD=Da =aaaa= I Win Beam By CAST TIME 01/24/05 03:31:28 Page: 1 I I Proj.: Townsend TITLE: M91, D +L +S '. =D =aaSaD Ca D= D=- vD= DOV= DD�C a- aa9aDaDDVVDVD6 =aaD= D-=- CD��vvaaaCaDtp =�C- } SUMMARY OF THE INPUT INFORMATION TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION i 1 * Types and the locations of the supports in Feet f Hinged support at X= 0.000 Hinged support at X= 12.000 y Hinged support at X= 24.000 Hinged support at X= 34.500 * number of different materials 1 From Xa 0.000 to X= 34.500 E= 1600.000 ksi * Total number of different sections 1 ` From X= 0.000 to X= 34.500 IX= 450.000 Inch * *4 Note: loading acting directly at support will be ignored. * Total number of concentrated loads 1 Unit Lb Feet At X= 16.000 load P= - 2705.000 Moment= 0.000 * Total number of distributed loads 4 Unit lb /ft At X= 0.000 Wl= - 68.000 At X= 34.500 192= - 68.000 At Xa 0.000 W1= - 354.000 At X= 16.000 W2= - 354.000 At X= 0.000 W1= - 270.000 At X= 24.000 W2= - 270.000 At X 0.000 W1= 444.000 At X= 16.000 W2= - 944.000 SUMMARY OF THE RESULTS LENGTH UNIT Feet FORCE UNIT Lb 1 �r Lp . 1 a =a= a= aa.^.:ec= aa== aaaaca =ea=aaaa= I WinBeatn By CAST TIME 01/24/05 03:31:28 page: 2 I I Proj.: Townsend ' I TITLE: MB1, D +L +S . I aaaaoaaaacuavcaeaa= aaa= accaaaa=== acaacnaaaacccuaaac== aau= aaa= caaacaa I . ' * MAXIMUM VALUES * Max. displacement is 0.00224 at X= 26.625 * Min. displacement is - 0.02948 at X= 6.000 Max. shear force is 8291 .40298 at X= 12.000 ~, Min. shear force is - 705.62156 at X= 12.000 i * Max. moment is 12274.36957 at X= 4.000 * Min. moment is -17704.8 at X= 12.000 i * TOTAL APPLIED LOADS * Total applied concentrated load: - 2705.000 Lb * Total applied concentrated moment: 0.000 Lb Feet i * Total applied distributed load: - 21593.991 Lb *. SUPPORT REACTIONS * Reaction at X= 0.000 Force= 5340.591 Moment= Reaction at X =' 12.000 Force= 15 25 Moment= *'Reaction at X= 24.000 Force= 2902.793 Moment= ' Reaction at X= 34.500 Force= 58.582 Moment= r C) 0.000 0.000 0.000 Pr/ L' 67 z W; Q � Q W M' U O N W =' J N LL _ .W O c o a HW F- O' W P- U� :O S2 W W`, H V: o� ui z CO z armsxaa. asaaaamaaa aaaaaa== ama= yaaaaa= as =aaaaaaaaxaavm =aaaaaaaaamaaaa=a Win Beam By CAST TIME ; 01/24/05 03:35:40 Page: 1 I I Proj.: Townsend f I TITLE: MB1,. D +L2 +S aaaaeoaaaaa�neaae _eaaaaaaaaa= aacaaaa: a= aaa =aoasaaaaavaaaaeasaae= aaaa =aa i * SUMMARY OF THE INPUT INFORMATION TYPE OF THE PROBLEM CONTINUOUS BEAM CALCULATION * Types and the locations of the supports in Feet Hinged support at X= 0.000 Hinged support at X= 12.000' Hinged support at X= 24.000 Hinged support at X= 34.500 * Total number of different materials 1 From X= 0.000 to X= 34.500 E= 1600.000 ksi * Total number of different sections 1 From X- 0.000 to X= 34.500 IX= 450.000 Inch * *4 *,Note: loading acting directly at support will be ignored. * Total number of concentrated loads 1 Unit Lb Feet At X= 16.000 load P- - 2705.000 Momenta 0.000 * Total-number of distributed loads 4 Unit lb /ft At X= 0.000 W1= - 68.000 At X= 34.500 W2= - 68.000 At X= 0.000 W1= - 354.000 At X- 16.000 W2- - 354.000 At X= 0.000 W1= - 270.000 At X= 34.500 W2= - 270.000 At ,X= 0.000 W1= - 444.000 At X= 16.000 W2= - 444.000 � *irr *riiirr * * + * + *x * ** *r ** SUMMARY OF THE RESULTS *.LENGTH UNIT Feet ; FORCE UNIT Lb f. I a i I E II or WinSeain By CAST TIME -. 01/24/05 03:35:40 Page: 2 Proj Townsend I TITLE:. MBI, D+L2+S MAXIMUM VALUES ri * Max. displacement is 0.00 X= 0.000 o t * Min. displacement is -0.03031 at X= 6.000 is -v / z Max. shear force is 0252.64323 at X= 12.000 Min. shear force is -7511.82281 at, X= 12.000 Max. moment is 12429.40857 at X_ 4.000 Min. moment is -17239.75207 at X- 12.000 TOTAL APPLIED LOADS Total applied concentrated load: -2705.006'tb 0 Total applied concentrated moment:. 0.000 Lb Feet Total applied distributed load: -24428.990 Lb SUPPORT REACTIONS * Reaction at X= 0.000 Force= 5379.351 Moment= 0.000 * Reaction at X- 12.000 Force- 15764.466 Moment= 0.000 Reaction at X- 24.000 Force- 4691. 9 Moment= 0.000 Reaction .at X= 34.500 Force= 129 .894 Moment= 0.000 (TL� WANG ENGINEERING, INC. JOB N O. s "L PAGE 1 � of CONSULTING L "NGINI "I M DATE ( Or BY CHECK MD BY P1zoJI CI r m . p r ,11 TEL: (425)439-0927 FAX: (425)4139 -0927 SUBJECT I Z+' — �l �J A ............ ..... . ................... .. ... .. ...... .. ... ... ... .. .. , ... .. . . .. ...... .. ............ .. ... .. .. .. . ... .. . ... .. .. ........... ► ?.!�..... 1...° ... �.......... ,t. .. ............ .. .. .._ .. .. .. ... ... f ... .. .. ... ... .. .. ............... 1.. l... .. ... . .; . . .......... . ;.. ...... .. .. ..... .. .. ............ .. .:.. .. .......... .... ...........,. .....,. .... .�....x ..'....�....�. F.. �!.. . ..... . ..... .. x.^ .. 4.?�... .. .... .. ... t.v �. .. ... .. .�4. .. .... .. .�..p_X .... ��.� is .. f.�1.."��... ph ,...� . -1 . .......... . ... .. .. ... ...................... ..: .. .. 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FOR 10012° WALLS BAR "a" MAINTAIN FINISH 6RADE AT THI5 LEVEL FOR AT LEAST 8' BEY 18" MIN. SHEAR KEY FAGS WASH GLEAN GONG SLAB 6+ZAVE' WHC-RE OGCdlR5 #40 18" #4®18 "OG 06 a - , (1)#4• a • l• • (I)#4 p 4" PERF. 3L 12° a DRAIN v BA PIPE R1UU6HEhi d 10" GLEAM, TYP MIN. KB v v T to A Mt:: T,c IN I NCB YNA LL SGHD . H T A S .NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. (2)#4 i FOR 8" WALLS #5a 12 "O.G. FOR 10012° WALLS BAR "a" MAINTAIN FINISH 6RADE AT THI5 LEVEL FOR AT LEAST 8' BEY 18" MIN. SHEAR KEY FAGS WASH GLEAN GONG SLAB 6+ZAVE' WHC-RE OGCdlR5 #40 18" #4®18 "OG 06 a - , (1)#4• a • l• • (I)#4 p 4" PERF. 3L 12° a DRAIN v BA PIPE R1UU6HEhi d 10" GLEAM, TYP MIN. KB v v T to A Mt:: T,c IN I NCB YNA LL SGHD . H T A S D KS KD BAR "a° BAR "b" 3' 811 4" 1' -8° loll - __ __ #4018" OG 4' 8" 1 1- 0 t1 1' -8" 12" 12 11 4° #4018° OG 1' -8" 12" 12" 10" #4018" or. 6' 8" 2 1 1 -5 0 12" 12" 1511 #4014" -- OG T 8" V -0 I' -8° 12" 12" 21" -- OG 8' 8" 4'-O° 1' -8° 12° 12" 26n #408° #4012° oc oc cif 10" 5 1 -0 11 2 15" 16" 26" #III° #5615" OG OG 10' 10" 5'-0" 2'--4" 15" 16" 33" #50 #5012° OG OG 11' 12" 6'-O" 2'-4" 16" 18" B'1" #8616" X12" OG OG 12' 12" 6-0" 2'-4" 16" I8" 43" #8012" CIO" OG 1 OG ACTIVE EGAJI. FLUID PRE55URE: 40 PGF (ASSUMED) PA551VE EQUI. FLUID PRE55URE:..250 PGF (A55UMED) FRIGTION GOEFF.: 0.3 (A59AV) ALLOW. SOIL BEARIN6 PRESSURE: 2000 PSF (ASSUMED) 'J - WAToOF V44ER= REQ'D WANG ENGINEERING, INC. JOB NO. Q (7(779 2 PAGE OF CONSULTING ENGINEILIRS DATE )/V00r BY JA CHECKED 13Y f — -- — I - p cr T vN�.o lzom crw (425)489-0927 FAX: (425)489-0927 SUBJE-c'. ........................................ ..... ...... ...... ............ . . . ................... 4 ....... - ...... 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ANCHOR BOLTS ALLOWABLE € (NOTE S 3 & 5) TO TOP PLATE TO BLK'0 OR (TO CONCRETE SHEAR I (NOTES 4, 5, & 11) : JOIST (NOTES FTG., SEE PLF 5 & 12) GENERAL NOTES) . PI-6 3 /8" MIN 8d © 6" OC 5/8 4' OC 213 PI-4 3I8" MIN 8d ©4" OC 5/8 " 3' OC 312 ' I«N.I! . , r /IlI. /I NNIl +N N . II INLNII lINNIIINNIlINN.! «N«N /!NN /N NNIlNIIr NNII./ • P I.3 3/8" MIN .I1 8d 1 (a 3" OC ,r°)�Q p�Q 5/8 " 3'4" OC 402 (NOTE 7) PI.Z.. 3/8" MIN 5 /8„ 2 ,:6,� �C .5 .Nl. (NOTE 7) D tLnlC�� DLI�''IQ ' .. A FACE ... ..... .............. .............................., 4 P2.3 318" MIN, EACH 8d 3 OC : 11 ...........�....� .... .......... . � Q " � 5/8 � 1 -$ OC 804 (NOTES 7 & 9) lY2.2 3/8" Iv(IN, EACH 8d Q 2" OC 5/8 " (P@ V -3" OC 1050 (NOTES 7 . FACE ) II.II/I.I/II /.II .IIIIIII: I INNI/IIIII I« INININN�IIII IIIIJNJIIINIIIIIIIIINIIIN!!II'� /INIINI!/NIINIIINNlIINNINNNII NINNNININNIIN /IIIII/I /I NNIN/INNNNJNIINII ) « HORIZONTAL DIAPHRAGM SC HEDULE ( NOTE 1 ) 1 1 S/32" MIN i 8d © 6" (NOTE 3) N UNBLOCKED II 19/32" MIN l Od Q 6" (NOTES 3 i UNBLOCKED i 1& 8) I / /IIN I rI III. III.! /II /. 11111II IIIIIIN.. NIlI /l.IIIN /N.l1I11NN /INNN.MI NI/ I/ IIN/ IN/J NI NN/ NNI JJ/II NMNNI NI NJ jII NNIIIIII NII NII/ INI NIJ// NNI N/ NI IJ/! 1I/ NJNINN /JNINIININ /NINNNIIIINNINI ..... ....I/NNll.......NIN 1 III 15/32" MIN i 8d Q 4" (NOTE 3) BLOCKED j (««. 1.......«. N.. N......«.«.«««.«... NN.. N. ?,.. N«..««.. w..«««., �.....« w.l......lI NN.«,.,««„•,...««.. N„.,,.«. N..«.: sI.. N«. NN,.`.«.,.««.«. N....I., �,.. N.. w. �..,.««. N/.... :,,.N. «.NJ.N..«. «. «««« «..I..... «...r.l....,,. «. «J..,. NOTES: I. ALL PANELS SHALL BE AI A RATED PLYWOOD OR O.S.B., UNLESS NOTED OTHERWISE (U.N.O.). I 1 2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE-PINE-FIR, OR BETTER, ©16" OC, U.N.O. ALL PANELS EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, U.N.O. 3. APPLY TO ALL PANEL EDGES. SPACE SAME SIZE NAILS Q 12" OC ALONG INTERMEDIATE FRAMING MEMBERS. 4. PER SIMPSON STRONG-TIE CONNECTORS. 5. COMMON NAILS, U.N.O. G, APPLY 1'0 ALL STUDS, TOP AND BOTTOM PLKITS, AND BLOCKING. 7. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE & FRAMING MEMBERS RECEIVING NAILING FROM ABUTTING j PANELS. j 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. 3 3 10. UNLESS NOTED IN DRAWINGS 1 1 11. OVER THE LENGTH OF SHEAR WALL ONLY (10 d TOE NAILS ® 9" OC ELSEWHERE) 12. OVER THE LENGTH OF SHEAR WALL ONLY (16 d FACE NAILS Q 12" OC ELSEWHERE) I f ................. ............................... Z W W� UQ J Lu N LL W O LL- N = W � Z '. W U� N 0 H . W U.�: U . 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Z A FRE Copy Permit No. p f- GEOTECHNICAL ENGINEERING STUDY PARKS DEVELOPNIENT 137XX — 45 AVENUE SOUTH TUKWILA, WASHINGTON L &A .Job No. 5A 128 Date: November 11, 2005 Prepared for: Rchabitat Northwest, I.nc. 5639 — 1 6 "' Avenue SW Seattle, WA 98106 Prepared By: .Liu & Associates, Inc. 19213 Kenlake Place NE Kenmore, Washington 98028 REVIEWED FOR CODE COMPLIANCE FEB 17 2006 Ci Of Tukwila 6UILDTNr nTVT4;T0 A 4 Y t RECEIVED Y CITY OF TUKWILA DEC 01 2005 PERMIT CENTER INCOMPLETE LT R # _ z �w 0 0 CO) J � S2 LL w0 LL Q �D z C� z �. z0 w 2 5 U �. 0 wW F- F LL: 0; ltJ Z U CO) O H` z :i A FRE Copy Permit No. p f- GEOTECHNICAL ENGINEERING STUDY PARKS DEVELOPNIENT 137XX — 45 AVENUE SOUTH TUKWILA, WASHINGTON L &A .Job No. 5A 128 Date: November 11, 2005 Prepared for: Rchabitat Northwest, I.nc. 5639 — 1 6 "' Avenue SW Seattle, WA 98106 Prepared By: .Liu & Associates, Inc. 19213 Kenlake Place NE Kenmore, Washington 98028 REVIEWED FOR CODE COMPLIANCE FEB 17 2006 Ci Of Tukwila 6UILDTNr nTVT4;T0 A 4 Y t RECEIVED Y CITY OF TUKWILA DEC 01 2005 PERMIT CENTER INCOMPLETE LT R # _ z �w 0 0 CO) J � S2 LL w0 LL Q �D z C� z �. z0 w 2 5 U �. 0 wW F- F LL: 0; ltJ Z U CO) O H` z LIU & ASSOCIATES, INC. Geotechnical Engineering Engineering Geology November 11, 2005 Mr. Chad Detwillci Rehabitat'Northwcst, Inc. 5639 — 1.6 AN/ClILIC SW Seattle, WA 98106 Dear Mr. Detwi I I cr: Subject: Geotechnical Engineering Study Pa rks Developnient ai 13749 — 45 Avenue South - 1 1 A I " 1.01 u VV a a. L&A Job No. _5/x,1 INTRODUCTION We have com a geotechnical engineering study for the subject site located at the above address in Tuk"Wila, Washington. The legal description of the site is Lots 9, 10 and I I of Rivei -ton MacAdani Road Tracts, and the Parcel Nos. foi- the lots are is 7347600354, 73 47600 356. The general location of I site is shown on Plate I — Vicinity Map. We understand that proposed development for the site is to build a new single- family on each of the three adjoining lots. 'File purpose of this study is to characterize the subsurface conditions of the site and The purpose of this Study is to characterize the subsurface conditioiis of the s it e , evaluate the fe of on-site storniwater infiltration and provide geotechnical recommendations for slope stabilization, grading, surface and (Tround water drainage control, J= erosion Mitigation, and foundation design and consti -Liction for the proposed development or the site. Presented in this report are our Findings of the site conditions and geotcelinical recommendations. .4 a .4 19213 Kenlake Place. NE - Kenmore, Washington 98028 Phone (425) 483-9134 • Fax (425) 486-2746 .... . .......... Earth Science Z Z. D 00 U) 0: (1) W 3: W J �_. C0 LL� 0 LL co) CY LLI z 0 Z i-� LLI LL �2 :D:1 D 0, L) ;0 SO' 0 t-_! ,LU a X U. 0 Z 0 Z November 11, 2005 Parks Development L &A .lob No. 5 A .128 Page 2 i i z R t. 4 PROJECT DESCRIPTION For our USC 111 this study, you provided us with a plat plan of the site. According to this plan, we understand that file site is consisted of three adjoining building lots and that a single family residential building Nvill be constructed on each lot. We also understand that the buildings will be two - story, wood - framed structures with a concrete- walled basement underneath, to be supported oil perimeter .fool:ings, interior bearing walls, posts a.nd foundations. The buildings will have an attached garage with a concrete on- glade slab floor. The terrain within the site generally slopes down gently eastward over about its western one half to two thirds, then continues to slope down easterly moderately to steeply over its remaining area, a.nd with a more moderate cross slope down to the north. The proposed buildings will be sited over tile western gently- sloped areas of the lots and construction of the basement of each proposed building will required excavation up to about 10 feet deep. Grading of the lots will generally follow the existing contours and minimal cut and fill will be required outside of the building :footprints. SCOPE OF SERVICES Our scope of services for this study comprises specifically the following: 1 Review the geologic and soil conditions at the site based oil a published geologic map. 2. Explore the site for subsurface conditions with backhoe test pits to a firm bearing soil stratum or to the illaXil1lllnl depth (about 12 feet) capable by the backhoe used - for excavating the test pits, whichever occurs first. 3. Perform necessary geotec.hnicai analyses and provide geotechnical recommendations fo grading, erosion mitigation, surface and ground water drainage control, and foundation on & ASSOCIATES, INC. i 4 x 16 y r z �Z 1� C D UO 0 co NU- w O U. =w ?� I-- O w t— �5 U� O -; o�- w u' O tii z U= O z November 11, 2005 Parks Development 1., &A Job No. 5A 128 Page 3 d esign and construction, based o il subsurface conditions encountered in the test pits and results Of our geoteclulica.l analyses. 4. Prepare a written report to present our findings, conclusions, and recommendatiOtis. SITE CONDITIONS It SURFACE CONDITIONS The site is a rectangle - shaped tract of land, measuring about 150 feet: wide (north - south) by 170 feet deep (east- west.). It is bounded by 45 Avenue South to the west. The site is composed of three adjoined lots, each 50 -1 wide along 45 Avenue South. The site is situated on the mid -slope of a gentle to moderately - steep, northeasterly - declining hillside, descending to t.hc nearby Duwamish River. The terrain over the site generally slopes down g ently to steep northeastelly at 8 to 30 percent grade, with the steeper areas in the eastern 12 to 75 feel of the site. - The site is current occupied by existing houses in the western portion of rile site. We { understand that these existing structures will he demolished for the proposed development. The I western gently sloped areas of the site surrounding the existing houses are covered with lawn 1 grass, while the 111Ud to Steep eastern area of the site is dotted with few mature deciduous trees with thick underbrush. ('11EOLOCIC SETTINGV i The Preliminary Geologic Map of Seattle and Vicinity Washington by -1. II. Waldron, B. A. L,iesch, D. R. Mullineaux, and D. R. Crandell, publislicd by U. S. Geological Survey in 1962, was referenced fior the geologic and soil conditions at the site. According to this publication, the surficial soil units at and in the vicinity of the site is mapped as Undifferentiated Glacial deposit LIU & ASSOCIATES, INC. a 0 z Z` W Q �; J U. UO. wi J � N u. W O. J. u.D � = F- W _ tr O W 25 D 0 O o�- W W U 0 W Z Z. to O ~� Z November 1 L 2005 Parks Development L &A Job No. 5A 124 Pagc 4 4 (Q on tile lower ground and Glacial Till deposit (Q over the highland area to the south and west: of the site_. Tile geology of the Puget Sound Lowland has been modified by the advance and retreat of several glaciers in the past and subsequent deposits and erosion. The latest glacier advanced to ,file Puget Sound Lowland is tefcrred to as the Vashon Stade of the Fraser Glaciation, which has occurred during the later stages of the Pleistocene Epoch and retreated from the region some 14,500 years ago. The glacial till soil unit over the highland areas to the south and west of the site was deposited directly by glacial ice during the most recent glacial period as it advanced over an eroded, I irregular surface of older frnmations and sediments. It is a very ry d nse mixture of unsorted clay, silt, sand, gravel, and scattered cobbles and boulders, often referred to as "hard pan ". The till i soils over the trop two to four feet are normally weathered to a medium -dense state, and is moderately permeable and compressible. The underlying fresh till is very dense and is practically 4 11llpervious to stormwater intiitra.tion. Tile fresh till has the strength of low -grade concrete and can stand in steep natural slopes or man-make cuts for a long period. if remains undisturbed and i. Well- drained, the fresh till can provide excellent foundation support with little settlement expected. SUBSURFACE CONDITIONS j Subsurface conditions o1' the site were explored with five test pits spread throughout the site. The test pigs were excavated on Octobcr 6. 2005, with a track - mounted backhoe to depths from 7.0 to 10.0 feet. The approximate locations of the test pits are shown on Plate 2 - Site and Exploration Location Plan. The test pits were located with either a tape measure or by visual LIU & ASSOCIATES, INC. z Z W: �D J U. UO N 0 CO) J �_. N LL WO LL co d =w Z �O z F- o F ... w LL 0 ui Z O ~' ' Z F s f N ov e mbei' 11, 2005 Parks Development L &A Job No. 5h 128 Page 5 z reference to existing topographic features in the field and on the topographic survey map, and ;~ Z . i their locations should he considered only accurate to the pleasuring method used. Ul �. t_3 v0 . y (n . A geot:echnica.l englnecr 'fr0111 oLlt' C)ffice was present d urin g subsurf exploration. who J examined the soil and geologic conditions encountered and completed logs of test pits. Soil w O samples obtained from each soil unit in the test pits were visually classified in general � accordance with United Soil Classification System., a copy of which is presented on Plate 1. U . ca a Detailed descriptions of'soils encountered during site exploration are presented in test hit logs on z _ Plates 4 through 6. z Uj w Do N Test Pits 1, 2 and 3 located in about the northwestern quarter of t11e site encountered loose lilt up to 6.5 feet thick while Test Pits 4 and 5 located along the western half of the southern one -third = w of the site cncount:ered a layer of loose organic topsoil about 12 inches thick. The fill appears to z be used to level the originally low ground over the northwesteln quarter of the site, iJnderlying v co the Mill or topsoil is a layer of hrown -gray, medium- stiff, sandy silt, about: 1.5 to 4.0 feet thick. z This soil layer, encountered in all 11ut. one test pit (Test Pit 3), is underlain to the depths explored by a gray weathered glacial till deposit of dense, weakly- cemented, silty Fine sand with a trace of f coarse gravel. GROUNDWATER CONDITION Groundwater seepage was encountered in only one (Test Pit 4) of the five test. pits excavated on the site. The amount of' grouildwat.er seepage encountered at about 5 feet deep over the underlying weathered till deposit in 'Pest Pit 4 was only a trickle estimated at less than 0.5 gallon per minute. The sandy silt and the weak y- cemented weathered till soil layers are of extremely low permeability and would perch stormwater infiltrating into the more permeable surficial fill i and topsoil. The depth to and the amount of perched groundwater may fluctuate seasonally, LIU & ASSOCIATES, INC. 4 November 11, 2005 Parks Development r &A Job No. 5A 128 Page 6 rface runoff, ground vegetation cover, site utilization, and other depending on precipitation, su factors. The perched groundwater may completely dry up in the summer months, a nd a ccumulate and rise in the wet winger months. DISCU AND RECOMMENDATIONS GENERAL Based on the soil conditions encountered in our subsurface explorations, it is our opinion that the site is suitable for the proposed development from the geotechnical engineering viewpoint, provided that the recommendations in this report are fully implemented and observed during construction. Du to t h e sensitive steep te within the eastern portion of the site, we recommend that grading and foundation construction work of the proposed development be carried out and completed in the dryer months from April 1 through October 31. If construction must proceed outside of' this period., slope stabilization and erosion control measures reconuzlended in this report should be implemented on a. daily basis. The fill, topsoil, and weak soils in the root zone should be completely stripped within the building pads, the driveways and in areas where the subgrade soils are to support structural or traffic load. The underlying dense weakly- cemented weathered till soils are of moderately high shear strength and can provide good foundation support to the buildings to constructed on the site. Conventional footing foundations placed on or into the underlying dense, weakly cemented, weathered till soils may be used to support file buildings to be constructed on the site. Structural fill, if required for site grading should b e constructed over this competent weather till basal soils following the stripping of surficini unsuitable soils. i LiU & ASSOCIATES, INC. a . r z ;E- w J U.: UO N� Nw w = CO) LL.. w O �a_ LL. CO) =w z F— O. w ~� Do ,O (1); wo LL. O w z. U =, .O ~' z i ti November 1 1, 2005 j Par ks Develo pment + L&A Job No. A 125 1 Page 7 i ! The on -site soils contain a high percentage of fines, and is sensitive to moisture. It can also be saturated quickly and reatllt in heavy runoff. Curtain drains oi• ditches should be installed along the up11ill side of the site, as required, to intercept and drain surface runoff and near - surface per groundwater away from construction areas and to facilitate grading and foundation construction work. GEOLOGIC HAZARDS AND REMEDIATION Landslide .irli ()< E rosion Jazai According to the Sensitive Areas Map (iMAP — Sensitive Areas posted oil DDES web site) compiled by the King County Department: of Development and Environmental Services (DES), the site is not mapped within landslide or erosion hazard areas. The dense, weakly- cemented, :glacial till deposit. of moderately high shear strength underlying the site at shallow depth is of high resistance.to slope failures. Therefore, it is unlikely for deep- seated landslides to occur on the site. Although the site is n o t mapped within er osion hazard areas of the above Sensitive areas Map, the steep - sloped eastern portion of the site can be erosion prone if its vegetation covet is devoid. R'tOSi011 over the: steeper portion of the site ma.y occur if the vegetation cover is stripped and the surlicial weak soils are overly saturated. Prolonged erosion may result in shallow skin - type 111ud'flows in the surficial weals soils. To mitigate such potential, the vegetation beyond 4 Y construction limits Should be maint.ained and d isturbed un areas within the site d ue to 4 construction activities should be re- vegetated as soon as possible after completion of grading work. Concentrated stormwater should not be discharged onto the gr ound anywhere within the site, and spoil soils and yardwaste should not be disposed of onto the steep - sloped eastern portion of the site. Stormwatcr over impervious surfaces, such as roofs and paved driveways, should be i LIU & ASSOCIATES INC. Z �Z D U 0' 0 wi U) L W O U_ ?. C% = W z� �0 z�_ LLI w D0 0 � off w H F LL O w U CO O Z November 11, 2005 Parks Development L &A Job No. 5A] 28 Page 8 captured with underground roof drain line systems and catch basin in paved driveways, and be discharged into a storm sewer or disposed through suitable stormwater disposal facilities. Seismic flazaa•d and Design Consideration Puget Sound region is in an active scismic zone. The site is underlain at shallow depth by dense, weakly - cemented, weathered till soils of moderately high shear strength. The western portion of the site over which the proposed buildings are to he located is gently sloped and there is a lack of shallow, extensive, static, groundwater table under the site.. The combination of the above makes it rather.unlikely for liquefaction or soil lateral spreading to occur on the site during strong earthquakes. Therefore, the seismic hazard should be minimal for the site. The residential buildings to be constructed on the site, however, should be designed to withstand seismic forces i induced by strong earthquakes. Based on the soil conditions encountered by the test pits, we G recommend that Seismic Use Group I and Site Class D be used in the seismic design of the proposed residences in accordance with the 200 Tnternational Quilling Cade (IBC). i SITE PREPARATION AND GENERAL GRADING Site preparation should include clearing and grubbing within construction limits. The existing j structures on the site to be demolished should have their foundations completely removed. The surficia fill, topsoil a.nd weak soils should be stripped within the driveways, building pads and in areas where structural Fill is to be placed. The exposed soils should be compacted to a non- yielding state with a vibratory roller compactor and proof-rolled with a fully loaded dump truck or water truck. Storm runoff if any, should be directed away from the construction area with ditches or curtain drains 1:o minimize erosion and facilitate grading during construction. 2 The on -site surf vial soils contain a high percentage of fines and are sensitive to moisture. A layer of clean quarry spills placed over excavated areas and areas of frequent traffic, as required, LIU & ASSOCIATES, INC. 4 It 4 4 i Z '~ w J U UO U) o. W= Co U_ w O LL ¢. CO) D i �. w Z • WO 25 Do :o -. o � =V LL ~ O Z ll l U= ~ O Z November 11, 2005 Parks Development I.. &A Job No. 5A 123 Page 9 to protect the suUgradc soils from disturbance by construction traffic. Silt. fences should be erected along the downslope boundaries of the site to prevent sediments being transported onto adjoining properties or the streets by storm runoff, Tile bottom edge of the silt fence should be embedded in a. trench and ballasted with crushed rock or gravel. I EXCAV,A,Ti(.AN AND FILL SLOPES Under no circumstance should excavation slopes be greater titan the limits specified by local, I state and federal safety re(mIatloils it workers have to perform construction Nvork in excavated f _ areas. Unsupported temporary cuts greater than 4 feet in height should be no steeper than 1- 1 /41 in'the fill, topsoil and weal: soils. and no steeper than 3/4[1:1 V in the underlying dense, i _. weakly- cemented, weathered till soils. Permanent cut banks should be no steeper than 21H:1 V in ( the topsoil and weathered soils, and no steeper than 1- 3/4II:1 V in the underlying dense, t weathered till soils. The soil units and stability of cut banks should be verified by a geotcchnical engineer during.excavation • A { Pernlanentfill embankments required to support structural. or traffic load should be constructed ;. With compacted st•uctural fill placed over undisturbed, proof - rolled, f rm, weathered till soils y After the surficial unsuitable soils are completely stripped. Pernianent fill to be placed over slopes steeper than 15 percent grade should be retained structurally. The exposed ground j exceeding 20 percent grade should be benched with vertical steps not exceeding 4 feet tall prior to placing struct i Fill. The slope o(' permanent fill embankments should be no steeper than 211: 1 V. Upon completion, tile siOprng face of perrllanent fill embankments should be thol ly compacted to a non - yielding state with ahoe -pack. t The above recommended cut and 1111 slopes a re under the assumption that groundwater seepage Nvill not be encountered during construction. If groundwater seepage is encountered, the LIU & ASSOCIATES, INC. K 4 z W: QQ om. J U. 00 O , N W= J f.. to U. W O U. s d w >Z� z00 Wf D 0. O N, O N. w w f � N t= 3: O z A November 1. 1, 2005 Parks Development i_,AA. Job No. 5Al28 Page 10 I construction sl7o mild be immediately halted and the slope stability re- evaluated. The slopes may have to be flattened and other ri easures taken to stabilize the slopes. Surface runoff should not be allowed to t'4ow uncontrolled over the top of cut or fill slopes. Permanent: cut slopes or fill embankments should he vegetated as soon as possible for long - term stability, and should be covered with plastic sheets, as requited, to protect them From stormwater until the vegetation is fully established. - STRUCTURAL FILL Structural fill is the fill that support struchual or traffic load. Structural fill should consist of . clean soils Nvith particles not larger than foul' inches and should be free of organic and other l . deleterious substances. Structural Dill should have a moisture content within one percent of its optirnum moistu content at the time of placement. The o moisture C011telll is the water content in the soil that enable the soil to be compacted to the highest cry density for a given compaction effort. i The. on -site soils contain too much fines and may be used as structural 'fill only under :fair weather condition when its moisture content can be controlled to close to its optimum moisture content. �.. Imported material For structural Fill should he clean, free- draining, brallular soils containing no m ore than 5 percent by weight liner than the No. 200 sieve based on the fraction of the material passing No. 4 sieve, and should have individual particles not greater than four inches. imported structural fill should be stockpiled and coveted separately from the on -site soils. Structural fill should be placed in lifts no more than 10 inches thick in loose state, with each lift compacted to a minimum percentage of the nla�in7un7 cry density determined by ASTM D1557 (Modified Proctor Method) as follows; L IU & ASSOCIATES. INC. A. A A ,Z �w u� D J U: U O . N W= J � w O �a co a =w Z O 2 5. D o, O cn. Uj =U ui Z U co O Z November 1 1, 2005 Parrs Developmellt L &A .fob No. 5 A 124 Page 1 1 Ap plicatioll Within building pads of the building lots Roadway /driveway subgrade Retaining wall back Utility trench back % of Maximum Dry Density 95% 95% for top 3 feet and 90% below 90% 95% for top 4 feet and 90% below BUILDING FOUNDATIONS i i Conventional footing foLUlcfations may be used for supporting the buildings t:o be constructed on the site. The footing foundations should be placed on or into the underlying, undisturbed, dense, : weathered till soils or on compacted structural fill constr on undisturbed weathered till soils. The depth to the :fresh till is estimated at about 5 to R feet below existing grade. Water should not be allowed to accumulate in excavated footing trenches. Disturbed soils in footing f trenches should he complet ely re moved. or thoroughly re- compacted prior to pouring concrete for t the footings. (f the above recommendations are followed, our recommended design criteria for footing i .foundations are as follows: i } Allowable soil bearing pressure, including dead and live Loads, should be no greater than I 3,000 psf for footings poured on or into the gray, dense, weathered till soils, and no s greater than 2,500 psf on compacted structural fi I over utldisturbed till soils. The footing bearing soils should be verified on -site by a geotechnical engineer after the footing trenches have been excavated and before the footings arc poured. o The minimum depth to bottom of perimeter footings below adjacent final exterior grade should be no less than 14 inches. The miliimum depth t0 bottom of the Ulter iootings below top of floor slab should be no less than 12 inches. LIU & .ASSOCIATES, INC. x A z z Z u� 2 00. N o. w= U. w 0 U_ Q S2 z� I— O w ~` w D :0 N o� = L) LL _ ui z P� O z November H, , 2005 Parks Development T., &A ,lob No. 5A 128 Page 12 The minimum width should he no less than 16 inches for continuous footings, and no less than 24 inches for individual 1ilotings. A one -third increase in the above recommended allowable soil bearing pressure play be used when considering short -term, transitory, wind or seismic loads. For footing foundations designed and constructed per recommendations above we estimate that the maximum total post - construction sc,ti'iement elf the buildings should he 3/4 inch or less and the differential settlement across building width should be 1/2 inch or less. Lateral loads on buildings ca.n be resisted by the friction force between the foundations and the subt rade soils or t:lie passive earth l�resstli•e acting on the below portion of the foundations. For the latter, th foundations must be po "neat" against undisturbed soils or fi lled with a clean, 'free draining, compacted structural fill. We recommend that an equivalent "fluid density (EIyD) of 300 pcf (pounds per cubic foot) for the passive earth pressure be used for lateral resistance. The above passive pressure assumes that t.hc bacic'('ill is level or inclines upward I )elllild th 'f o tlll da.tlo ns for a horizontal distance at least twice the depth of the foundations below Final grade. A coefCcient. of friction of 0.60 between the foundations and the subgradc soils may be used. These are unfactored values. and a. proper factor of safety should be used' in calculating the resisting forces against lateral loads on the buildings. { SLAB -ON -GRADE I+I..DOR,S I Slab - on - grade floors, if used, should be placed on firm subgracle prepared as outlined in the SITE PREPARATION AND G HARTTTWORK and the STRUCTURAL FILL sections of this report. Where moisture control is critical, the slab -on -grade floors should be placed on a capillary break which is in turn placed oil the compacted subgrade. The capillary break should l consist o f a illlilinlulll 16111' - inch- thick layer of free - draining gravel or crushed rock containing no LIU & AASSOCIATES, INC. N { x s Z r '~ w UO 00 wi J :r 0 U_ W O 2 U_< co D Co US �O z t—. 5. U 0, O CO 0 E- WW U. z co O z. November 1 l., 2005 Parks Development L &A Job No. 5A 128 Page 13 more than 5% by weight passing the No. 4 sieve. We recommend that a vapor barrier, such as a 6-mil plastic nlenlhrane, be placed over the capillary break to keep )1loisture from migrating g < upwards. • a PAVED DRIVEWA'Y'S 1 Performance of paved driveways is critically related to the conditions of the underlying subgra.de { soils. We reconlillend that the suhgr soils within the driveways be treated and prepared as described in the SITE PP,.'PARATION AND GENERAL EARTHWORK section of this report. Prior to placing base material, the subgrade soils should be compacted to a non - yielding state with a vibratory roller compactor and proof-rolled with a piece of heavy construction equipment, such as a fully - loaded dump truck. Any areas with excessive weaving or deflection should be over- excavated and re- compacted or replaced with a structural fill or crushed rock placed and r j c ompacted ii1 accordance with the recommendations provided in the STRUCTURAL FILL I section of this report. { We recommend that an 4- inch - thick mininnun, compacted, crushed rock base (CRB), consisting of 7 /8- inch - minus crushed rock, be used for the driveways. The crushed rock or subgrade base should be topped with 2 -inch aspllalt treated base (ATB) and 2- inch -thick Class B asphalt concrete (AC), or with 4 -inch -thick concrete pavement. i 1FEASIBII.ITV OF ON -SITE INFILTRATION i One in -situ infiltration test was conducl.ed in the weathered till soils in Test Pit 3 at 8 feet deep to i determine the feasibility of on -site disposal of stormwater through infiltration trenches. This test was performed in general FiCCOI'dal1CC with 1.110 Pmccdurc outlined in the Surface Water Design Manual, Published on ,1anu11y 24, 2005 by Depal•tment of Natural Resources, King County, Wasliington. The s E testing method is derived from the [:PA test guideline of the "Falling Head Percolation Test Procedure." 1LIlU & ASSOCIA'T'ES, INC. 10 s It z r~ . �+— W JU U0 wi J 11--. U. w 0. La �D F .. w z ' WO U� LLJ O v__. C3 1_ w w'. U. u. Z, C` H =: O~ z � z r~ . �+— W JU U0 wi J 11--. U. w 0. La �D F .. w z ' WO U� LLJ O v__. C3 1_ w w'. U. u. Z, C` H =: O~ z I I i November 11, 2005 Parks Development L &A Job No. .5A 128 Page 14 The test pit: was first excavated to the top of the wea.thcred till soil stratum Into which infiltration test. is to be conchictecl. A 6- inch - diameter by 12- inch -cleep test hole was then dub into this soil stralum. Tap wager was carefully Poured into the test hole for a substantial time to soak the soils. The test hole was then filled with water and the drop 01 the water level in the hole measut•ed over elapsed time to det:ermine the infi ltration talc of the soil stratum. The water level chopped 0.75 inch over 26.5 minutes, which corresponded to an infiltration rate, 1,11 aasnrcd, of 1.70 iph (inches per hour). in a ccordance with KC`.SWDM, the design mftlt:ration rate for infiltration trenches is calculated as follows: Idcsign Inteisnrcd x riesling X rscnntcuy X 1 'pinc-ing , . where Intcitsnrod = 1.70 iph, 1 'tcstin3 = 0 . 5 , I = 0.7 (fOr sandy loams), and rgcomcuy =41)/W + 0.05 = 4x(2.5)/5 + 0.05 = 2.05 (with average depth to bottom of infiltration trenches 2.5 ft and average depth to high groundwater table = 5 ft). Use Fgcontetry = 1 .0 (cannot be greater than 1.0) Therefore I = 1.7 x 0.5 = is cicsien x 0.7 x 1.0 0.60 iph ' The above calculated design infiltration rate is so low that obviously the weathered till soils is unde - lying the site cannot adequately support the proper functioning of infiltration trenches. Altemative methods, such as on -site dispetssion, should be considered for disposing stormwater. STORM WATER R DISPERSION SYSTEMS I For the cut condition of the site, most. or the storm runoff is infiltrating into the ground and perching on the underlying weathered till soils of extremely low permeability. This perched groundwater is then f1tlWtllg do - gr adient along the surface of the weathered and fi•esll till }� deposit. It is our opinion that the storm runoff over impervious surfaces, such as roofs and paved l driveways, should be drained into an existing storm sewer, if available. Otherwise, llae stormwater may he disposed on site by spreading the water over a well - vegetated dispersion LIU & ASSi CIATES, NC. 1 A jk Z JU uO U) o. CO LU J = H CO) U. W O LL Q C �. = 0 �W Z F- t-- O Z H W W D O CO) W F- - ~O W Z O �- z November 11, 2005 p Parks Development L &A. Job No. 5A.12£ Page 15 zone. The water will be partly absorbed by vegetation, and partly allowed to re - enter into the groundwater flow pattern of its current condition. To make the on -site. dispersion method to work, the captured stormwater over impervious surfaces of each lot should be dispersed through one or multiple spreader pipes over a tive11 vegetated area.. The spreader pipes should be constr of 4- inch-nunn'num perforated PVC pipe, set level at about 24 inches over the vegetated disperse zone. The total length of the spreader pipes for each residence should be designed based on one foot of pipe per 50 square feet of impervious area. The total area of the vegetated dispersion zone per each lot should be at least 40% of the total impervious area of the lot.. The vegetation dispersion zones should be i constructed on the downhill side of and at least 15 feet from the proposed buildings, and should be set back at least 20 feet from the top of bank of 30 percent or greater slope. i SITE DRAINAGE Site and Driveway Gii The on -site fine - grained su.rt"icial soils are of moderately low permeability. The surficial soil can be saturated quickly and heavy runoff and near - surface groundwater may be encountered during periods of heavy rain. To minimize potential difficulties for site and driveway grading work due to storm runoff and groundwater seepage during construction, one or more .lines of ditches or curtain drains may be installed, as required, to intercept storm runoff and near- surface groundwater flow. Water thus collected should be direct into a nearby storm sewer or a suitable stormwater disposal :fa.cilit S. It Building Footprint Excavation Excavation of building footprints, if encountering groundwater, should have the bottom of " 1 excavation sloped and ditches excavated along; the bases of the cut banks to direct groundwater KILT & ASSOCIATES, INC. z Fw � D UO NO In w� CO LL W O: �Q co = CY �w z F. zo 25 D N_ .o H- WW X U — O .. z. W U= z November 11, 2005 Parks Development L&A Job No. 5A 1 28 Page 16 seepage to flow into a. sump pit From which water can be pumped out of the pit into a temporary storage and settling pond. A layer of 2-inch crushed rocks should be placed over firm subgrade soils under f ootings, as required., to protect the soils from disturbance by construction equipment and foot traffic. This crushed rock base should be built to a few inches above groundwater level, but not less than 6 inches thick. The crush rock base should be compacted in 12-inch lifts to a non-yielding state with a vibratory mechanical compactor. Runoff over Impervious Surfaces Storm runoff over impervious surfaces, such as roofs and paved driveways, should be collected by underground drain line systems connected to downspouts and by catch basins installed in the dr iveways. Storm water thus collected should be tightlincd to discharge into a storm sewer or a suitable stormwater disposal faci Surface Drainage Water should not be allowed to stand in any areas where - Footings, slabs, or pavement is to be %constructed. Final site (Trades should allow storm ronoff to - flow away from the building. We mish ground recommend the - F - ound be sloped at a gradient of 3 pepercent minimunl for for a distance of at ay least 10 f eel away from the building, except in the areas to be paved. Building Footing Drains A subdrain should be installed around the perimeter footings of each building to be constructed on the site to minimize accumulation of groundwater under the buildings. The subdrains should consist of a 4-iiieli-iiiiiiiiiiiiiii-diameter, perforated, rigid, drain pipe, laid a - few inches below the bottom of perimeter footings. The trenches and the drain lines should have a sufficient gradient to generate flow by gravity. The chain lines should be embedded in washed gravel completely wrapped in non -woven filtcr Fabric to within about 12 inches of - Finish grade. The remaining LIU & ASSOCIATES, INC. A z Z. i LY . 00 ,too V) W W :r Cl) LL Q �a� U. CO D C% W Z w O Uj 2 =): D Q W a tL X O. Uj Z 0) 0 : r: H P 0 Z November 11, 2005 Parks Development L &A Job No. 5AI28 Page 17 trench may be backfilled with o -site impervious soils. Water collected by the perimeter fooling z ;� z. subdrains should be tightlined, separately :from the roof and surface stormwater drain systems, to � . �. diSC11a.1'ge into a sl:o l'ill sewer of a. s uita ble Si01'111bvatel' d - Facilit y. 4 W W Sufficient num o f Cleanouts at str a tegic loc at ioils sho be pl ovided for the uild W O, drain lisle systems. The underground drain line systems should be maintained periodically to J f prevent clogging. N D 1 � z� I LIMITATIONS z O i W W This report has been prepared for the specific application to the subject project for the exclusive D o use by Rehabitat Northwest Inc.. and their associates, consultants and representatives. We co o 1_ i'ecornnienl th at this r eport, in its entirety, be included in the project contract documents for the v information of the prospective contractors 'for their estimating and bidding purposes. The „ 0. conclusions and interpretations in this report, however. should not be construed as a. warranty of U c _ the subsurface conditions. The scope of this study does not include services related to � H Z construction safiety prec and our recommendations a re not intended to direct the • i contractor's methods, techniques, sequences or procedures, except as specifically described in this report for design considerations. Our recommendations and conclusions are based on soil conditions encountered in the test pits, Oul' engineering Analyses, and out' experience and engineerin jLl The Co11CIlisloilS a ( re a re pro fession a l opinions derived ill a illanner colisistent with the level of care and skill ordinarily exercised by other menlbel.s of the profession currently practicing under si.mila.r Con in this a rea. No Nvgi expressed or implied, is made. i LIU & ASSOCiATES, INC. A r Novem her H, , 2005 Parks Development L &A Job No. 5A 128 Page 18 The actual subsurface conditions encountered during construction may vary from those encountered in the test pits. The nature and extent of such variations may not become evident until construction starts. If variations occur then, we should he retained to re- evaluate the recommendations of this report, and to verify or modify them in writing prior to further construction. CLOSURE I We ai•e pleased to be of ser -vice to you on this project. Please feel free to call us i f you have any questions regarding this report or need further consultation. Yours very truly, °I+iAS�t LIU & ASSOCIATES, INC.. 275 J. S. (Julian) Liu, Ph.D., P.i_:. � Consulting Geotechnica.l Engineer ax `�tiStpJ�TAI. i 4 C Six plates attached i e i i 0 I. W & ASSOCIATES, INC. r t s z =z d— W; u� D UO CO ) o W =, �LL WO �a:3 LL �. cl)a �W z� ZO: w 5 � o U ,O N W L w Z. W C0 ,0 ~ 'Z.. . LI 000 5 S. LIU & ASSOCIA rr ES. INC. Geotechnical Engineering Engineering Geology • Earth Science VICINITY MAP PARKS DEVELOPMENT 137XX - 45TH AVENUE SOUTH TUKWILA, WASHINGTON JOB NO. 5Al28 F DATE 11/9/2005 1 PL ATE 1 s r b t 5 0 1.1 s Cr �ST s z Z w 2 D JU 00 C O 0 Cf) w w u- 0 2� LL D 0 W 0 z E- W W 2 5 Do () U) 0 0 W W L) 0 z cf) v Ir • ME" ft 00 O O W O NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN THIS NOTICE IT_ IS DUE TO THE Q UALITY OF THE DOCUMENT. UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP , GROUP NAME SYMBOL COARSE- GRAINED SOILS MORE THAN 50% RETAINED ON THE NO. 200 SIEVE GRAVEL MORE THAN 50% OF COARSE FRACTION RETAINED ON NO. 4 SIEVE CLEAN GRAVEL GW WELL- GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY- GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL • GC CLAYEY GRAVEL SAND MORE THAN 50% OF COARSE FRACTION PASSING NO. 4 SIEVE CLEAN SAND SW WELL - GRADED SAND, FINE TO COARSE SAND SP POORLY - GRADED SAND SAND WITH FINES SM SILTY SAND SC CLAYEY SAND FINE- GRAINED SOILS MORE THAN 50% PASSING ON THE NO. 200 SIEVE SILT AND CLAY LIQUID LIMIT LESS THAN 50% INORGANIC ML SILT CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILTY AND CLAY LIQUID LIMIT 50% OR MORE INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC OH ORGANIC SILT, ORGANIC SILT HIGHLY ORGANIC SOILS I PT I PEAT AND OTHER HIGHLY ORGANIC SOILS NOTES: SOIL MOISTURE MODIFIERS: 1. FIELD CLASSIFICATION IS BASED ON VISUAL EXAMINATION DRY - ABSENCE OF MOISTURE, DUSTY, DRY TO OF SOIL IN GENERAL ACCORDANCE WITH ASTM D2488 -83. THE TOUCH i 2 SOIL CLASSIFICATION USING LABORATORY TESTS IS BASED SLIGHTLY MOIST - TRACE MOISTURE, NOT DUSTY ON ASTM D2487 -83. MOIST - DAMP, BUT NO VISIBLE WATER 3, DESCRIPTIONS OF SOIL DENSITY OR CONSISTENCY ARE VERY MOIST - VERY DAMP, MOISTURE FELT TO THE TOUCH BASED ON INTERPRETATION OF BLOW -COUNT DATA, VISUAL WET - VISIBLE FREE WATER OR SATURATED, APPEARANCE OF SOILS, AND /OR TEST DATA. USUALLY SOIL IS OBTAINED FROM BELOW WATER TABLE LIU & ASSOCIATES, INC. UNIFIED SOIL CLASSIFICATION SYSTEM PLATE 3 Geotechnical Engineering • Engineering Geology • Earth Science ; •' -rw, .•:::� �u�..io, ri:•.+..ru::+x:+rt:sw...w l:wca�{riztSfi,aw .:- .,.�.:.,.,: .c;.tLi.,i .t;+/ ;.:w.�'.i;aFiC"wG;' z �z a , w QQ WV UO ND co w J = Co LL WO 9_j u- Q c� = a �_w z ZO U� co 0 h- w H L O z w U= O z TEST PIT NO. 1 Date: 10/6/05 Ground Elev.16 I t Logged By: JW Depth Sample (N) W ft• USCS Soil Description USCS Soil Description Blows/ Type Other Test ft. SM Brown, silty, fine SAND, trace coarse gravel, occasional Type No. ft. % SM Brown, silty, fine SAND, trace coarse gravel, cotton timber fragments, plastic sheets, loose, dry. (FILL) 5 Brownish -gray, sandy, SILT, trace orange staining, stiff, moist. ML 5 Brownish -gray, sandy, SILT, medium -stiff, moist. Gray, silty, fine SAND, weakly cemented, dense, moist. SM Gray, silty, fine SAND, weakly cemented, dense, moist. SM (WEATHERED TILL) (WEATHERED TILL) Test pit terminated @ 8.0 ft, no groundwater encountered Test pit terminated @ 8.0 ft, no groundwater encountered during excavation. 10 10 TEST PIT NO. 2 Date: 10/6/05 Ground Elev. 119.5 Logged By: JW i i i I i Depth Sam le (N) W ft• USCS Soil Description Blows/ ft. % Other Test Type No, SM Brown, silty, fine SAND, trace coarse gravel, occasional cobble, decayed stumps, plastic sheets, loose, dry. (FILL) 5 ML Brownish -gray, sandy, SILT, medium -stiff, moist. Gray, silty, fine SAND, weakly cemented, dense, moist. SM (WEATHERED TILL) Test pit terminated @ 8.0 ft, no groundwater encountered during excavation. 10 LEGEND: SS - 2" O.D. Split -Spoon Sample ST - 3" O.D. Shelby -Tube Sample B - Bulk Sample LI'U & ASSOCIATES, INC. Geotechnical Engineering Engineering Geology Earth Science GROUNDWATER: Seal Water Level Observation Well Tip TEST PIT LOGS PARKS DEVELOPMENT 137XX SOUTH 45TH AVENUE TUKWILA, WASHINGTON JOB. NO. DATE 10/7/05 PLATE 4 JIM -_ ----- i j1. Z �Z �W JU U N 0 CO UJI J H C0 LL W O �J U. N =d �W Z� F— O Z li— �5 U 0 - E- W H5 �O W Z ' U= O Z TEST PIT NO. 3 Logged By: JW Date: 10/6105 Ground Elev. 1 . 78,3 1 t Depth USCS Soil Description Sample (N) W Other Test Typ e No. USCS Soil Description Blows/ Other Test ft. Brownish -gray, sandy, SILT, medium - stiff, moist. T e No. ft. ML SM Brown, silty, fine SAND, trace coarse gravel, occasional cobble, glass bottle, loose dry. SM Brownish -gray, silty, fine SAND, trace coarse gravel, some (FILL) brown staining, medium -dense to dense, moist. 5 (WEATHERED TILL) Brownish -gray, silty, fine SAND, trace coarse gravel, some Test pit terminated @ 7.0 ft, very-light groundwater encountered SM brown staining, medium - dense, moist. 10 _(WEATHE TILL) SM Gray, silty, SAND, trace fine gravel, dense, moist. Infiltration Test _ (WEATHERED TILL) @ 8,0 ft. 10 Test pit terminated @ 10.0 ft, very-light groundwater encountered 6.5 ft. during excavation. TEST PIT NO. 4 Logged By: JW Date: 10/6/05 Ground Elev. 18 t t Depth ft. USCS Soil Description Sam le (N) Blows/ ft. W % Other Test Typ e No. OL 12" Topsoil. Brownish -gray, sandy, SILT, medium - stiff, moist. ML 5 SM Brownish -gray, silty, fine SAND, trace coarse gravel, some brown staining, medium -dense to dense, moist. (WEATHERED TILL) Test pit terminated @ 7.0 ft, very-light groundwater encountered a @ 5.0 ft. during excavation. 10 LEGEND: SS - 2" O.D. Split -Spoon Sample GROUNDWATER: M Seal ST - 3" O.D. Shelby - Tube - Sample Water Level B - Bulk Sample Observation Well Tip TEST PIT LOGS LIU & ASSOCIATES, INC PARKS DEVELOPMENT 137XX SOUTH 45TH AVENUE Geotechnical Engineering • Engineering Geology Earth Science TUKWILA WASHINGTON JOB. NO, DATE 10/7/05 PLATE 5 i ✓,,; .ir; i ..:..,,L'a'�;.:ik.:.:w..w &' :.: .im,criL w�, �` .'= ��c: a. .G.a.Y:7i.W:u {t::a,f,H:,: :r �:e�.'K' .:£.aw».++�k�PNkNcdl�r i� tc5i�.:���.+ii„rurar ., �,..r Z Z �W QQ� JU UO No C0 W J � N W W O 9_j LL Q C0 = �W ? F F— O Z F— W W U� O N o F— W w. H� u' O W Z U= Z I i Logged By: JW TEST PIT NO. 5 Date: 10/6/05 Ground Elev. I Ss;.B ► t I Depth USCS Soil Description Sample (N) W Other Test ft• USCS Soil Description Blows/ No. Other Test ft. 5 Type No. _ ft. % OL _ 12" Topsoil. Brownish -gray, sandy, SILT, soft to medium - stiff, moist. ML - Some coarse gravel and orange staining encountered. 5 SM Brownish -gray, silty, fine SAND, trace coarse gravel, _ medium -dense to dense, moist. (WEATHERED TILL) Test pit terminated @ 7.0 ft, no groundwater encountered _ during excavation. 10 TEST PIT NO. _ Date. Logged By: Ground Elev. - I Depth USCS Soil Description Sam le (N) Blows/ W Other Test ft• Type No. ft. % 5 10 LEGEND: SS - 2" O.D. Split -Spoon Sample ST - 3" O.D. Shelby -Tube Sample B - Bulk Sample GROUNDWATER: Seal + Water Level Observation Well Tip TEST PIT LOG PARKS DEVELOPMENT 137XX SOUTH 45TH AVENUE TUKWILA, WASHINGTON JOB. NO DATE 10/7/05 PLATE 6 LIST & ASSOCIATES, INC. Geotechnical Engineering Engineering Geology Earth Science Z �Z '~ W JU UO N 0 : CO) LLI J = H CO) U_ W O Q � LL Q CO) = W ZH r^ O z W W U� o C0 OH W W U O Lll Z CO) O h- Z Printed 12/22/2005 e` CITY OF TUKWILA DATE 12 0 co k , RESIDENTIAL BUILDING CODES CHECK LIST P rmit #� m a This is a list of building code requirements commonly used for most construction projects. It is not a complete list of all building and energy codes. a Some conditions may require further investigation for code compliance. Building construction shall meet all the current building code requirements a relative to your project. Contact your local building code official or designer for further code questions or requirements. # Where a RED arrow box is shown on the plans, the number in the box shall reference CODE REFERENCE any checked CODE REFERENCE shown in the right column and below. (2003 IRC) (2003 IMC) AND REF. CODE DESCRIPTION OR REQUIREMENT (2004 WSEC) KEY Handout No. (DCD H###) FOUNDATION ANCHORAGE, DECKS Wood sole plates that bear on concrete shall be pressure treated. R320.3 Footing and stem wails. Where a construction joint is created between a concrete footing and stem wall, a minimum of R403.1.3 one No. 4 bar shall be provided at not more than 4 feet on center. The vertical bar shall extend 3 inches clear of the bottom of the footing, have a standard hook and extend a minimum of 14 inches into the stem wall. (Monolithic pours (DCD H008) shall not require vertical bar in stem walls unless otherwise noted per engineering or other related design requirements) Foundation stem walls. Foundations with stem walls shall be provided with a minimum of one No. 4 bar at the top of the R403.1.3.1 wall and one No. 4 bar at the bottom of the footing. (DCD H008) Wood sole plate at exterior walls shall be anchored to the foundation with anchor bolts spaced a maximum of 6 feet on R403.1.6 center. There shall be a minimum of two bolts per plate section and located not more than 12 inches from each end of the plate section. Bolts shall be at least 1/2 inches in diameter and extend a minimum of 7 inches into the concrete or masonry. Wall anchorage. Brace wall line sills shall be anchored to concrete or masonry foundations... In seismic zone D -1 and D- R602.11.1 2... with plate washers, a minimum of 1/4 inches by 3 inches by 3 inches in size, shall be provided between the foundation sill plate and the nut. (2 inch square washers may be used per specific engineering recommendations and (DCD H008) meet requirements of the 2003 IBC.) (DCD H009) DECKS Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure R502.2.1 and designed for both vertical and lateral loads as applicable. Such attachment shall not be accomplished by the use of toenails or nails subject to withdrawal. Where positive connection to the primary building structure cannot be verified during inspections, decks shall be self supporting. Decks with cantilevered framing members, connections to the exterior walls or other framing members, shall be designed and constructed to resist uplift resulting from the full live load specified (DCD H012) in Table R301.5 acting on the cantilevered portion of the deck. Ledger bolts Size and spacing - minimum 1/2 inch bolts at 2 feet on center up to 10 foot span. See table in figure Figure R606.10(1) R606.10.(1) for additional span requirements. (DCD H0121 MISCELLANEOUS F RAMING INFORMATION Roofing for slope of roof: the use of asphalt shingles shall only be allowed on roofs with a minimum slope of two units IRC R905.2.2 vertical in 12 units horizontal (2: or more. Minimum area. Every dwelling unit shall have at least one habitable room that shall have not less than 120 square feet IRC R304.1 of gross floor area. 2 Other habitable rooms shall have a floor area of not less than 70 square feet. IRC R304.2 Habitable rooms dimensions shall not be less than 7 feet in any horizontal dimension. IRC R304.3 Minimum height: habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall IRC R304.4 have a ceiling height of not less than 7 feet... measured from the finish floor to the lowest projection of the ceiling. INSULATIO EXHAUST VENTIL Insulation Walls =R -21, Ceilings =R -38, Vaulted ceilings or rafters =R -30, Floors =R30, Slab on grade =R -10, Walls 2004 WSEC below grade =R -15 int. R -10 ext. TABLE 6 -1 Roof /Ceiling Insulation: Open -blown or poured loose -fill insulation may be used in attic spaces where the slope of the 2004 WSEC 1311.2 ceiling is not more than 3112 and there is at least 30 inches of clear distance from the top of the bottom cord of the truss or ceiling joist to the underside of the cord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eve vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the 3 surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. EXCEPTION: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be faced stapled. Wall insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding 2004 WSEC 1311.3 walls. When installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 10 Page 1 of 5 Form # DCD Al DO 4 y'J�Nl� �}.f��.'Ri...r. {... q �.!° w..•KKkL'" 3 � -1:: "r.�3]x ___ - __ .... . 1� Z =Z W W QQ� JU 0 (/) CO W J = I— NLL WO LQ CO = �W Z H O Z H W 5 U� ON WW HF U_ O .• Z W U= O Z Printed 12/22/2005 Page 2 of 5 Form # DCD A100 � µ1...,r... ilia.'., a " c. ik�a,., Ywutiai✓ t.;. r:. �G. lu. i,ui�ti: «b.<�U.. r- �Y.r1j;1 +,� ^.Ftai�V+l tIi" ��.k`l7etru'd3JU114 rw 'w. Z J — Z �W QD JU U NU CO III J = H U) LL WO LL Q � D = �W Z 2 I— I— O Z F— W W U� O �. 4 H WW I O ltl Z CO O Z Floor Insulation: Floor insulation shall be Installed in a permanent manner in substantial contact with the surface being 2004 WSEC 1311.4 Insulated. Insulation supports shall be installed so spacing is not more than 24 inches on center. Installed insulation shall not block the air flo through foundation vents. Source Specific Ventilation: Source specific exhaust ventilation is required in each kitchen, bathroom, water closet, 2004 WSVIAC laundry room, indoor swimming pool, spa, and other rooms where excess water vapor or cooking odor is produced. For 302.2.1 source specific ventilation capacity see table 3-12004 WSVIAC. 3 150 foot R408(CrawlSpace) Minimum ventilation openings for crawlspace and attic openings shall be 1 sq. foot per sq. of space. IRC R806.3 (ATTIC) Openings for under -floor ventilation. Minimum net area of ventilation opening shall net be less than 1 square foot for IRC R408.2 each 150 square feet of under -floor area. Openings shall be within 3 feet of each corner of the building. BATHROOMS Bathrooms shall be provided with aggregate glazing area in windows of not less than 3 square feet, one -half of which R303.3 must be open able. Exception: The glazed areas not required where artificial light and a mechanical ventilation system are provided. Minimum ventilation rate shall be 50 cfm... vented to the outside Bathrooms shall have a minimum ceiling height of 6 feet 8 inches over the fixture and at the front clearance area for R305.1 fixtures. 4 Bathtub and shower walls surface shall be finished with a nonabsorbent surface and extend to a height of not less than R307.2 6 feet above the floor. Mechanical Ventilation: Exhaust air from bathrooms and toilet rooms shall not be recirculated within a residence or to M1506.2 another dwelling unit. Ventilation rate. Ventilation systems shall be designed to have the capacity to exhaust the minimum air flow rate M1506.3 determined in accordance with Table 1506.3. Bathrooms -- Toilet Rooms Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. EGRESS WINDOWS, HALLS, STAIRS, RAILINGS Basements with habitable spaces and every sleeping room shall have at least one open able emergency escape and R310.1 rescue opening. Opening sill height shall be no more than 44 inches above the floor. Minimum clear opening shall net clear 5.7 inches. R310.1.1 5 R310.1.2 Minimum opening height shall net 24 inches. Minimum opening width shall net 20 inches. R310.1.3 Openings shall be openable from the inside without the use of keys or tools. R310.1.4 Window wells horizontal area shall be 9 square feet with a min. horizontal projection and width of 36 inches and shall R310.2 allow emergency escape and rescue opening to be fully opened. Window wells with a vertical depth greater than 44 6 inches shall be equipped with a permanently affixed ladder or steps, ladder or rungs shall have an inside width of at least 12 inches, shall project at least 3 inches out from the wall and spaced not more than 18 inches on center vertically the full height 7 Under stair protection. Enclosed accessible space under stairs shall have walls, under stair surface and any soffits R311.2.2 protected on the enclosed side with 1/2 -inch gypsum board. 8 Minimum hallway width shall be 36 inches. R311.3 Exit doors required: Not less than one exit door shall be required... provide direct access from habitable portions of the R311.4.1 dwelling to the exterior with out requiring travel through a garage. 9 feet height. R311.4.2 Required exit door shall be hinged, 36 inches minimum width, 6 8 inches minimum There shall be a floor or landing on each side of each exterior door. R31l.4.3 Stair risers. The maximum riser height shall be 7 -3/4 inches, measured vertically between leading edges of the adjacent R311.5.3.1 treads. The greatest riser height with any flight of stairs shall not exceed the smallest by more than 3/8 inches. (DCD H011) Stair treads. The maximum tread depth shall be 10 inches measured horizontally between the vertical planes of the R311.5.3.2 foremost projection of adjacent treads an at a right angle to the t read's leading edge.. (DCD H011) Profile. The radius of curvature at the leading edge of the tread shall be no greater than 9/16 inch. A nosing not less than R311.5.3.3 3/4 inch but not more than 1 -114 inch shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 318 inch between two stories, including the nosing at the level of the floors and landings. Beveling of nosing shall not exceed 1/2 inch. Risers shall be vertical or sloped from the underside of the leading edge of the tread above at an angle not more than 30 degrees from the vertical. Open risers are 1 0 permitted provided that the opening between treads does not permit the passage of a 4 -inch diameter sphere. Exception: 1. A nosing is not required where the tread depth is a minimum of 11 inches. 2. The opening between adjacent treads is not limited on stairs with a total rise of 30 inches or less. {DCD 11011) Landings. There shall be a floor or landing at the top and bottom of each stairway. EXCEPTION: A floor or landing is not R311.5.4 required at the top of an interior flight of stairs, provided a door does not swing over the stairs. A flight of stairs shall not have a vertical rise greater than 12 feet. (DCD H011) Handrail height, measured vertically from the sloped plane adjoining the tread nosing , or finish surface of ramp slope, R311.5.6 and R 311.5.6 shall be not less than 34 inches or more than 38 inches to top of the handrail. (DCD H011) Page 2 of 5 Form # DCD A100 � µ1...,r... ilia.'., a " c. ik�a,., Ywutiai✓ t.;. r:. �G. lu. i,ui�ti: «b.<�U.. r- �Y.r1j;1 +,� ^.Ftai�V+l tIi" ��.k`l7etru'd3JU114 rw 'w. Z J — Z �W QD JU U NU CO III J = H U) LL WO LL Q � D = �W Z 2 I— I— O Z F— W W U� O �. 4 H WW I O ltl Z CO O Z Printed 12/22/2005 r i I I Page 3 of 6 Farm # DCD A100 Z �_— Z W 2 V D 1 0 ND NW J C0 U_ WO 9:3 U. co = F. W Z H }- O Z H U� O- 13 H WW 3: L) LLO .. Z W U= o~ Z Handrails shall be continuous for the full flight of the stairs. R311.5.6.2 (DCD H011) 10 Porches, balconies or raised floor surfaces located more than 30 inches above the floor or grade below shall have R312.1 guards not less than 36 inches in height. (DCD H011) Guard openings shall have intermediate rails or ornamental closures which do not allow passage of a sphere 4 inches R312.2 or more in diameter. I (DCD H011) SMOKE ALARMS Smoke alarms shall be installed in: each sleeping room, outside each separate sleeping area in the immediate vicinity of 8313.1 the bedrooms, on each story of the dwelling including basements but not crawl spaces. Exception: Smoke alarms in existing areas shall not be required to be interconnected and hard wired where the alterations or repairs do not result in the removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawlspace, or basement available which could provide access for hard wiring and interconnection without the 11 removal of interior finishes. The required smoke alarms shall receive their primary power from the building wiring and when primary power is R313.2 interrupted, shall receive power from a battery. When interior alterations , repairs or additions requiring a permit occur, or when one or more sleeping rooms are R313.1.1 added or created in dwellings, the individual dwelling unit shall be provided with smoke alarms located as required for new dwellings; interconnected and hardwired. MECHANICAL Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, IRC M1305.1 12 service, repair and replacement without removing permanent construction. Thirty inches of working space shall be provided in front of the control side to service an appliance, Room heaters shall be allowed 18 inches working space with no platform required. Central furnace within compartments or alcoves shall have a minimum working space of 3 inches along the sides, back IRC M1305.1.1 and top with a total width of the enclosing space being at least 12 inches wider than the furnace. Furnaces having a firebox open to the atmosphere shall have at least a 6 -inch working space along the front combustion chamber side. Combustion air opening at the rear or side of the compartment shall comply with the requirements of Chapter 17. Appliances installed in a compartment, alcove, basement or similar space shall be accessed by an opening or door IRC M1305.1.2 and an unobstructed passageway measuring not less than 24 inches wide and large enough to allow removal of the largest appliance in the space, provided that a level service space of not less than 30 inches, is present at the front or service side of the appliance with the door open. Protection from impact. Appliances located in a garage or carport shall be protected from impact by automobiles. (2000 IRC M1307.3.1 lb. Impact load capacity) iBC 1607.7.3 Outdoor combustion air shall be provided through opening's) to the outdoors in accordance with Section G2047.6.1 or IRC G2407.6 G204.6.2 . The minimum dimension of air openings shall be not less than 3 inches. (304.6) Combustion air openings. Two permanent opening method, one commencing 12 inches from the top and one 12 IRC G2407.6.1 13 inches from the bottom of the enclosure... commencing directly by duct to the outdoors. Each opening shall have a (304.6.1) minimum free area of 1 square inch per 4,000 Btu /h of total input rating of all equipment in the enclosure. Appliance located in attics or crawl space shall have access openings and a clear space and unobstructed passage IRC Section M way large enough to allow removal of the largest appliance, but not less than 30 inches high and 22 inches wide and not 1305 IRC Section more than 20 feet in length when measured along the center line of the passage way from the opening to the appliance. R807 Appliance located in an enclosure in which all combustion air is taken from the outdoors and the enclosure is equipped IRC M 1701.4 w ith a solid we ather - stripped door and self - closing device. Two openings or ducts. Combustion air shall be supplied through openings or ducts... connected directly to the IRC M 1703.2 outdoors, such as ventilated crawl spaces or ventilated attics. Elevation of ignition source. Equipment and appliances having an ignition source and located in hazardous locations IMC 304.3 and public garages, private 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 rest. For the purpose of this section, rooms or spaces that are not part of the living space of a dwelling unit and that communicate directly with a private garage through openings shall be considered to be part of the private garage. CLOTHES DRYER EXHAUST Duct penetrations; Ducts that exhaust clothes dryers shall not penetrate or be located with in any fire blocking, IRC G2439.2 draftstopping or any wall, floor /ceiling or other assembly required by this code to be fire- resistance rated, unless such (614.12) duct is constructed of galvanized steel or aluminum of the thickness specified in the mechanical provisions of this code a the fire- res istance rating is maintained in accordance with this code. Exhaust installation. Dryer exhaust ducts for clothes dryers shall terminate on the outside of the building and shall be IRC G2439.3 14 equipped with a backdraft damper. Screens shall not be installed at the duct termination. Duct shall not be connected or (614.4) installed with sheet metal screws or other fasteners that will obstruct the flow. Clothes dryer exhaust duct shall not be connected to a vent connector, vent or chimney. Clothes dryer exhaust ducts shall not extend into or through ducts or ple nu m s. Make up air. Installations exhausting more than 200 cfm shall be provided with makeup air. IRC G2439.4 (614.5) r i I I Page 3 of 6 Farm # DCD A100 Z �_— Z W 2 V D 1 0 ND NW J C0 U_ WO 9:3 U. co = F. W Z H }- O Z H U� O- 13 H WW 3: L) LLO .. Z W U= o~ Z Printed 12/22/2005 GARAGES AND CARPORTS Opening protection. Openings from private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1 -3/8 inches In thickness, solid or honeycomb core steel doors not less that 1 -3/8 inches thick, or 20- minute fire -rated doors. R309.1 Duct penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed with a minimum No. 26 gage sheet steel or other approved material and shall have no openings into the garage. R309.1.1 8 Separation required. The garage shall be separated from the residence and its attic area by not less than 1/2 inch gypsum board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 518 inches Type X gypsum board or equivalent. Where the separation is a floor - ceiling assembly, the structure supporting the separation shall also be protected by not less than 1/2 inches gypsum board or equivalent. R309.2 Floor surface. Garage floor surfaces shall be of approved noncombustible material. The area of floor used for parking of automobiles or other vehicl shall be sloped to fa cilitate the movement of liquids to a drain or toward the main vehicle entry doorway. R309.3 '- Car-ports. Carports shall be open on at least two sides. Carport floor surfaces shall be of approved noncombustible material. Carports not open on at least two sides shall be considered a garage and shall comply with the provisions of this sections for garages. Exception: Asphalt surfaces shall be permitted at ground level in carports and sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. R309.4 LIGHT, VENTILATION AND HEATING (Section R303) Habitable rooms. All habitable rooms shall be provided with aggregate glazing area of not less than 8 percent of the floor area of such rooms. Natural ventilation shall be through windows, doors, louvers or other approved openings to the outdoor air. Openings shall be provided with ready access or shall other wise be readily controllable by the building occupants and minimum open able areas to the outdoors shall be 4 percent of the floor area being ventilated. R303.1 19 Exception: 1) Glazed areas need not be open able with approved mechanical ventilation's system... providing 15 cubic feet per minute air exchange. 2) Glazed areas need not be provided in rooms where Exception 1 above is satisfied and artificial light provides an average 6 foot candle over area of the room at height of 30 inches above the floor level. Mechanical Ventilation Kitchens- v entilation rate 100 cfm intermittent or 25 cfm continuous. Source Specific Ventilation: Sou a specific exhaust ventilation is required in each kitchen, bathroom, water closet, laundry room, indoor swimming pool, spa, and other rooms where excess water vapor or cooking odor is produced. IRC M 1506.3 WSVIAC 302.2.1 , f� USEFUL INFORMATION Whirlpool baths shall have a removable panel for sufficient size to access the pump. UPC 415.1 Pipe Sleeves shall be provided to protect all piping through concrete and masonry walls. UPC 313.10.1 20 The grade away from foundation walls shall fall a minimum of 6 " within the firsts 10 feet. IRC R401.3 Fuel burning appliances require outside combustion air if placed in garage that are classified as unusually tight. IMC Section 702 Premises identification. Approved numbers or address shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. IRC R321.1 Page 5 of 5 Form # DCD A100 s+''_ r jr 1 Z H ~ W JU UO ND C0 W J = t— NLL W O 9� LL Q (1) = W H Z� H O Z U� LLJ N O H WW H H �O •Z W Cl) O Z Printed 12/22/2005 Page 4 of 5 Form # DCD Al 00 J r i� (s Z *Z Z It W UO to 0 CO W W = H NW WO �_J LL Q (J) D �W Z I- O W ~ W U ON OH WW H �O Z W U= H� O Z Clothes dryer ducts. Exhaust ducts for domestic clothes dryers shall be constructed of metal and shall have a smooth IRC G2439.5 interior finish. The exhaust duct shall be a minimum nominal size of 4 inches in diameter. The male end of the duct at (614.6) overlapped duct joints shall extend in the direction of air flow, Clothes dryer transition ducts used to connect the appliance to the exhaust duct system shall be metal and limited to a single length not to exceed 8 feet in length and shall be listed and labeled for the application. Transition ducts shall not be concealed within construction. 14 Maximum length. The maximum length of the clothes dryer exhaust duct shall not exceed 25 feet from the dryer location IRC G2439.5.1 to the outlet termination. The maximum length of the duct shall be reduced 2 -1/2 feet for each 45 degree bend and 5 feet (614.6.1) for each 90 degree bend. Where make and model of the clothes dryer to be installed is known,.. maximum duct length shall be permitted to be in EXCEPTION accordance with the dryer manufacture's installation instructions. ACCESS OPENINGS Crawlspace minimum access openings through floors shall be 18 inches by 24 inches and 16 inches by 24 inches IRC R408.3 through a perimeter wall. Access doors shall be weather- stripped. NOTE: Access openings shall be sized to allow 15 installation or removal of any mechanical equipment (See # 27). Attic space access opening shall not be less than 22 inches by 30 inches and provide a minimum unobstructed IRC Section R807 headroom in the attic access no less that 30 inches. WEATHER PROOFING Weather - resistant sheathing paper. Asphalt- saturated felt free from holes and breaks, weighing not less than 14 IRC R703.2 pounds per 100 square feet and complying with ASTM D 226 or other approved weather- resistant materials shall be applied over studs of sheathing of all exterior wall as required by Table R703.4. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where vertical joints occur, felt shall be lapped not less than 6 inches. Flashing. Approved corrosion - resistant flashing shall be provided in the exterior wall envelope in such a manner as to IRC R703.8 prevent entry of water into the wall cavity or penetration of water to the building structural framing components. The 16 flashing shall extent do the surface of the exterior wall finish and shall be installed to prevent water from reentering the exterior wall envelope. Concrete and Masonry Foundations Dampproofing. Foundation walls that retain earth and enclose habitable or IRC R406.1 usable spaces located below grade shall be dampproofed from the top of the footing to the finished grade. Masonry wall shall have not less than 3/8 inch Portland cement parging applied to the exterior of the wall. That parging shall be dampproofed with a bituminous coating, 3 pounds per square yard of acrylic modified cement, 1/8 inch coat of surface - bonding mortar complying with ASTM C 887 or any material permitted for waterproofing. Waterproofing shall be applied I to the exterior of the wall. (For additional code information see Section R 406 of the 2003 IRC) SAFETY GLAZING Hazardous locations. The following shall be considered specific hazard locations for the purposes of glazing: [B] R308.4 (abbreviated) Glazing in: (DCD H014) 1) swinging doors except jalousies, 2) fixed and sliding panels of sliding door assemblies and panels in sliding and bi -fold closet door assemblies, 3) storm doors, 4) all unframed swinging doors, 5) doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers, any part of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches measured vertically above any standing or walking surface. 6) an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24 -inch arc of the door in a closed position and whose bottom edge is less than 60 inches above the floor or walking surface. 7) in an individual fixed or operable panel, other than those locations described in Items 5 and 6 above, that meets all of the following conditions: 7:1 exposed area of an individual pane greater that 9 square feet, 7:2 bottom edges less than 18 inches above the floor, 7:3 top edge greater than 36 inches above the floor, 7:4 one or more walking surfaces within 36 inches horizontally of the glazing. 17 8) all glazing in railings regardless of an area or height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) wall and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where the bottom edge of the glazing is less than 60 inches above a walking surface and within 60 inches horizontally of the water's edge. This shall apply to single glazing in all panels in multiple glazing. 10) adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the exposed surface of the glass is less than 60 inches above the plane of the adjacent walking surface. 11) adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glass is less than 60 inches above the nose of the tread. Skylight and sloped glazing. Glass or other transparent of translucent glazing material installed at a slope of more than R 308.6.1 15 degrees from vertical. Permitted materials. 1) laminated glass with a minimum 0.015 -inch polyvinyl butyral interlayer for glass panels 16 R 308.6.2 square feet or less in area located such that the highest point of the glass is not more than 12 feet above a walking surface or other accessible area; for higher or larger sizes , the minimum interlayer thickness shall be 0.030 inch. 2) Fully tempered glass. 3) Heat - strengthened glass. 4) Wired glass. 5) Approved rigid plastics. For further glazing code requirements, check with the local building inspector. Page 4 of 5 Form # DCD Al 00 J r i� (s Z *Z Z It W UO to 0 CO W W = H NW WO �_J LL Q (J) D �W Z I- O W ~ W U ON OH WW H �O Z W U= H� O Z p.- E1�Ra 1908 March 6, 2006 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Chad Detwiller Rehabitat Northwest, Inc. 5639 16 Av SW Seattle, WA 98106 RE: Request for Permit Application Extension Development Permit Application No. D05 -340 Rehabitat Northwest — 1473545 Av S Dear Mr. Detwiller: This letter is in response to your written request for an extension to Permit Application No. D05 -340. The Building Official has reviewed your letter and considered your request to extend the above referenced permit application. The City of Tukwila Building Division will be extending the expiration date of your permit application for an additional 90 days (through June 9, 2006). a ( If you should have any questions, please contact our office at (206) 431 -3670. 1 {� Sincerely, l e ni arshall I Permit Technician File: Permit No. D05 -340 f E PNennife6Extension LettersTertnit Applications\D05.340 Application Extension.doc jem 6300 Southcenter Boulevard, Suite ' #100 e Tukwila, Washington 98188 • Phone: 206 - 431 -3670 9 Fax. 206 - 431 -3665 1 z u� D J 0 U0. N 0 W = J �- S2 U— w 0 L L CO) d. H= z F.. F— O. z i-- 2 5 U 0 0� 0 I— w w �z ui tn. H X . z Rehabitat 4UP Northwest License #: REHA©N•016MA Tukwila Building Division 6300 Southeenter Blvd., #100 Tukwila, WA 98188 Steve Detwiller General Contractor Direct 206.255.3474 Fax 206.933.7355 stevedetwiller @hotmail.com MAR 0 2 2006 PERMIT CENTER Re: D05 -340 14735 45` Ave South Dear Bob Benedicto, We would like to request an extension for the above referenced project. We were working on obtaining the approval of the short plat for this property, which resulted in a slight delay on the issuance of the building permit. Thank you in advance for your assistance. Feel free to contact me if you have any questions. Sincerely, Chad Detwiller Finance Manager Rehabitat Northwest, Inc vz6 4444 t?a { 6 84 &f ' 9 4 ��9d' 3 A�PG V A\\V i 5639 16th Avenue SW Seattle, Washington 98106 ME COW March 17, 2006 WANG ENGINEERING9 INC. 14735 168 AVE, N.E. WOODINVILLE, WA. 98072 TEL: (425) 489 -0927 FAX: (425) 489.0927 Mr. Steve Detwiller Rehabibat Northwest, Inc. Re.: Retaining Wall Shear Key 137xx 45' Ave. S., Tukwilla & Two Neighboring Lots Hi Steve, This is to confirm that there is no need of shear keys in the retaining wall construction at the aforementioned address and the constructions of similar models on two neighboring lots. The friction resistance by the weight of house and concrete slab -on -grade in front of the retaining wall, and the earth anchoring function by the walls perpendicular to the retaining wall and the concrete wall footing on the opposite end of the wall are sufficient to provide the sliding resistance to the wall. Sincerely Yours, TA Ming T. Wang, P.E. -�, R 195up C �"Gl t c S�014AL�� I EXPIRES 06108/ j,-3 ---? r RECEIVED MAR 17 2006 BUILDING DEPARTMENT Z iF" Z WD J U. 0 0 , U W= J N LL W O 4 J LL Q. CO) = �. w Z f.- O. z �- U CO : 0-1 o�- W w . �U O. W z U_ H � Z 5 O ,r J: = i 1908 February 7, 2006 7 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Chad Detwiller Rehabitat Northwest, Inc. 5635 16 Av SW Seattle, WA 98106 RE: CORRECTION LETTER #2 Development Permit Application Number D05 -340 Rehabitat Northwest —13748 45 Av S Dear Mr. Detwiller: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Dave McPherson, at 206 431 -2448, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throumh the mail or by a messenzer service. If you have any questions, please contact me at (206) 433 -7165. Sincerel er Q� n h ician encl xe: File No. D05 -340 P:Vennifer\Corrcction Letters\.)005 \D05.340 Correction Ltr 02.DOC jem Z �Z � 2. JU U Cj) J T LL w O tQ fn :) = �w z X F- O Z 1— U� O U) wW O: W Z H= O Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206. 431 -3665 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS DATE: February 2, 2006 PROJECT: Rehabitat NW, Inc. — (SFR) 13748-45 th Ave. South Parcel No. - 734760 -0355 PERMIT NO: D05 -340 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions regarding the following comments. The following comments were previously sent to the Applicant. Rehabitat NW has sent these comments to PACE, for their information. PACE will prepare civil drawings and a storm drainage evaluation, for submittal to the City. 1. The geotechnical report/evaluation; addressed storm drainage, driveways, foundations, etc.. A Washington State Licensed Civil Engineer, shall provide a plan and a storm drainage report, for review by Public Works. Storm drainage, shall be designed per the 1998 King County Surface Water Design Manual 2. A Washington State Licensed Civil Engineer, shall provide a Civil Plan for review by Public Works, see Short Plat L05 -074 comments previously provided. The Civil plan shall be designed to comply with the Geotechnical Report, completed by Liu & Associates Inc., dated November 11, 2005. 3. Verify with Fire Department if proposed house requires installation of an additional fire hydrant (or) if house is to be sprinkled. If fire hydrant is required, then show on Civil Plan sheet. 4. Complete page 1 of (Type C Permit Fee Estimate) sheet — enclosed. 5. Show and label any proposed rockeries and/or retaining walls, if applicable. Rockeries and retaining walls over 4 feet high and/or surcharged, will require a separate Building Permit. 6. Provide note on Civil site plan - Project to comply with Geotechnical Engineering Report, by Liu & Associates, Inc., dated November 11, 2005 and subsequent geotechnical reports. 7. Provide note on Civil site plan - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. 8. Show and label on Civil site plan (1) location of existing Fire Hydrant (2) proposed storm drainage for downspouts & driveways (3) TESC including silt fence location(s) (4) existing and proposed contours & spot elevations (5) existing and proposed water meter and service line (6) location of existing and proposed sanitary side sewer (7) show proposed driveway for .,:�:. :d.: z:+.»:ni`ac' ^` �;. LrY: a�i.» S'`w'�i.'.�•taw�..�a!:%,P -?i1� i! >, &'aia�,�ai.` Ana: �.. z �Z '~ w �U 00 N o CO w J � CO u,_ w a_ ¢ co = F w f- O w �5 U� CO o �- wW LLO --z W CO O F- z i new Lot 2 in detail, including match with existing pavement, slope along driveway, etc. (8) drainage behind proposed retaining walls, if applicable. 9. Provide enough spot elevations (or) cross - sections across proposed driveway and profile along driveway, to show steepness and drainage patterns. 10. Provide and show on site plan, finished floor (FF =) elevation of proposed garage. 11. If it is necessary to cut pavement within 45` Ave. South, pavement mitigation fee will apply. See Bulletin A3 - enclosed. 12. A Transportation Mitigation fee applies to each Building Permit — see Bulletin A3 - enclosed. 13. Show any required buffers on Civil Plan sheet, per the Geotechnical Report, as applicable. 14. Verify the cut/fill quantities under Building permits D05 -340. Do not include cut for foundation. 15. Work within the City Right -of -Way will require a Bond and Insurance naming the City as additionally insured. 16. Work within the City Right -of -Way will require a Hold Harmless Agreement to be signed w /notary by Developer /Owner. 17. All utilities including power are required to be underground, per City of Tukwila ordinance.. Show precise location of power conduits and connection point. 18. Public Works Department approval of Building permit D05 -340, requires that a Washington State Licensed Civil Engineer provide signed and stamped plans. The Civil Engineer shall evaluate the proposed dispersal storm drainage system, based on the Geotechnical Report. 19. Provide note on Civil plan sheet - Project to comply with Geotechnical Engineering Report, by Liu & Associates, Inc., dated November 11, 2005 and subsequent geotechnical reports. 20. Provide note on Civil plan sheet - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. z �z �w u6 5 30 0 0 J f_ U. w U. =a �w z X z o. W w U� o �- wW F LL 0 CO HH O z s 1908 �qs 'O January 24, 2006 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Chad Detwiller Rehabitat Northwest, Inc. 5635 16 Av SW Seattle, WA 98106 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -340 Rehabitat Northwest —13748 45 Av S Dear Mr. Detwiller: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests .from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire.and Public Works Department.-At this time the Building and Planning Departments have no comments. Fire Department: Alan Metzler, at 206 575 -4404, if you have any questions regarding the attached memo. 206 431 -244 if y ou have q uestions regarding, Public Works Department: �' y q g g' the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throiFh the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, ten e,�errshal I an i encl xc: File No. D05 -340 P:VennifeACorrection LettersL005=5.340 Correction Ur #LDOC jem 6300 Southcenter Boulevard, Suite #100 * Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ..,:se w: .:i}a:u':abeilJe�+.t'ws%ity wi2yi�'(y ' }..' '1;'4.S�YiC.i...t uczYa A. x%7F4NFt '.:t' fuu�, • �ww:w . .iFUlStZ4" fi'3 Z w �U UO N w= u- w O. LL ac co = C1 �w z 1- Z I-- �5 U� ON off w U LL O .. Z. w U= O Z 4 l� FIRE DEPARTMENT COMMENTS W CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS DATE: January 19, 2006 Z I PROJECT: Rehabitat NW, Inc. — (SFR) W 13748-4 5 Ave. South 2 Parcel No. - 734760 -0355 U UO PERMIT NO: D05 -340 Co J � 1. The geotechnical report/evaluation; addressed storm drainage, driveways, foundations, etc.. A N U. W O Washington State Licensed Civil Engineer, shall provide a plan and a storm drainage report, for review by Public Works. Storm drainage, shall be designed per the 1998 King County Surface Water Q Design Manual u� d = W 2. A Washington State Licensed Civil Engineer, shall provide a Civil Plan for review by Public Works, Z H see Short Plat L05 -074 comments previously provided. The Civil plan shall be designed to comply z O with the Geotechnical Report, completed by Liu & Associates Inc., dated November 11, 2005. W w 3. Verify with Fire Department if proposed house requires installation of an additional fire hydrant (or) v �. if house is to be sprinkled. If fire hydrant is required, then show on Civil Plan sheet. o F- W 4. Complete page 1 of (Type C Permit Fee Estimate) sheet — enclosed. �_- F �O 5. Show and label any proposed rockeries and/or retaining walls, if applicable. Rockeries and retaining ui co walls over 4 feet high and/or surcharged, will require a separate Building Permit. O 6. Provide note on Civil site plan - Project to comply with Geotechnical Engineering Report, by Liu & Z Associates, Inc., dated November 11, 2005 and subsequent geotechnical reports. 7. Provide note on Civil site plan - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. 8. Show and label on Civil site plan (1) location of existing Fire Hydrant (2) proposed storm drainage for downspouts & driveways (3) TESC including silt fence location(s) (4) existing and proposed contours & spot elevations (5) existing and proposed water meter and service line (6) location of existing and proposed sanitary side sewer (7) show proposed driveway for new Lot 2 in detail, including match with existing pavement, slope along driveway, etc. (8) drainage behind proposed retaining walls, if applicable. 9. Provide enough spot elevations (or) cross - sections across proposed driveway and profile along driveway, to show steepness and drainage patterns. 10. Provide and show on site plan, finished floor (FF =) elevation of proposed garage. 11. If it is necessary to cut pavement within 45` Ave. South, pavement mitigation fee will apply. See Bulletin A3 - enclosed. 12. A Transportation Mitigation fee applies to each Building Permit — see Bulletin A3 - enclosed. ...;............. �......:.. �.... .«;:::Y:.u+.:�.;.:..iv+.'..:. 1 13. Show any required buffers on Civil Plan sheet, per the Geotechnical Report, as applicable. 14. Verify the cut/fill quantities under Building permits D05 -340. Do not include cut for foundation. 15. Work within the City Right -of -Way will require a Bond and Insurance naming the City as additionally insured. 16. Work within the City Right -of -Way will require a Hold Harmless Agreement to be signed w /notary by Developer /Owner. 17. All utilities including power are required to be underground, per City of Tukwila ordinance. Show precise location of power conduits and connection point. 18. Public Works Department approval of Building permit D05 -340, requires that a Washington State Licensed Civil Engineer provide signed and stamped plans. The Civil Engineer shall evaluate the proposed dispersal storm drainage system, based on the Geotechnical Report. 19. Provide note on Civil plan sheet - Project to comply with Geotechnical Engineering Report, by Liu & Associates, Inc., dated November 11, 2005 and subsequent geotechnical reports. 20. Provide note on Civil plan sheet - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. z Fz Z J U UO Nom. w= J �. N u_ 9Q cl) = CY �W z= H F- O z !- UJ �5 U� O C0 O 1- WW H � .. Z: W U- F- O F- .z a 1 . 1908 December 8, 2005 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Chad Detwiller Rehabitat Northwest Inc. 5639 16 Ave SW Seattle, WA 98106 RE: Letter of Incomplete Application # 2 Development Permit Application D05 -340 Rehabitat Northwest, Inc. — 13748 45 Av S Dear Mr. Detwiller: This letter is to inform you that your application received at the City of Tukwila Permit Center on September 12, 2005 and resubmitted on December 01, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: - Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning. the attached memo. Please address the above 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, j we +�.��%�n�,Q, Je er arshall it clinician Enclosures File: Permit File No. D05 -340 I'Mennifer\incomplete Letters \1305 -340 Incomplete Ur #2.DOC jem i z a ' w �7- D JU UO (n o CO) LU J = t— CO U- W } O J LL Q. CO) D = CY �W Z t— H O w 7. 5 D O CO) � H WW �O .. Z W CO O ~' Z 6300 So6thcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax. 206- 431 -3665 w"•rw Determination of Completeness Memo Date: December 6, 2005 Project Name: Rehabitat Northwest Permit #: D05 -340 Plan Review: Allen Johannessen, Plans Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11 x17 to maximum size of 2436; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1. The General notes on Page A -2 refer to some outdated codes. Examples are: the current energy code shall reflect the current 2004 Washington State Energy Code, design criteria wind speed is 85 mph in seismic zone D -2 (also indicated in the engineering), and the Carpentry notes specify 2 "x2 "x3/16" washers where the third edition of the 2003 IRC now specifies 3 "x3 "x1/4" hot dipped galvanized square washers. Review all code text including all plan details and make necessary changes to reflect the current codes. ( R301.2(1), R602.11.1) 2. The two Lateral Restraint Panels (L R P) for the garage do not meet the prescriptive code requirements of IRC Chapter 6. To meet current code requirements, revise the length of the end panel to the prescriptive requirements in IRC Section 602.10.11 Exception (1), or provide an engineered LRP design. Show LRP details on the plans. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Z i Z �W QQ JU 0 0 w� CO U - w O U.Q ND 2 W. Z F.. z� W U� O �. o�- W �z LLi U CO O F- Z 1L.A, City of Tukwila Steven M. Mullet Mayor Department of Community Development Steve Lancaster, Director 1908 September 14, 2005 Chad Detwiller Rehabitat Northwest Inc. 5639 16 Ave SW Seattle, WA 98106 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -340 Rehabitat Northwest, Inc. —13748 45 Av S Dear Mr. Detwiller: This letter is to inform you that your application received at the City of Tukwila Permit Center on June 24, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Fire Department: Steve Kohler, at 206 575 -4404, if you have any questions concerning the attached memo. Planning Department: Brandon Miles, at 206 431 -3684, if you have questions concerning the attached memo. - Please address the above 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. Revisions must be made in person and will not be accepted throuzh the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. i Sincerely e i er ars all t t chnician Enclosures j File: Permit File No. D05 -340 PAlennifer\Incomplete Letters\D05 -340 Incomplete Ltr # I.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Z Z. � W D JU U O ND W= J H CO LL WO LLQ CO = W Z f- HO Z 11— W W. U � O N o�- W W U. u' O. •• Z W CO O ~' Z rte FIRE DEPARTMENT REVIEW COMMENTS Project Name: Rehabitat Northwest, Inc. 13748 45 AV S Permit File No.: D05 -340 Date: September 13, 2005 z ;�- z W: U U O CO) 0: CO) W W= J � LL W O Ei U- = ty W. z� F- O z� U O N; = U. H � Lll z. U =; O ~� z PLANNING DIVISION COMMENTS DATE: September 13, 2005 CONTACT: Chad Detwiller RE: D05 -339, D05 -340 ADDRESS: 13748 45 Ave S ZONING: Low Density Residential (LDR) t The Planning Division of DCD has reviewed the above permits that were submitted on September 12, 2005. The proposed work includes the construction of new south wall and changes to the signage. The Planning Division of DCD has reviewed the plans and requires that additional information be submitted. 1. The property contains slopes over 15 percent and under City Code any development permit requires that a geotechnical report prepared by a qualified professional be prepared and submitted to the City. 2. The contour lines on the site map need to be given elevation values at two -foot intervals. 3. Show all existing trees on the site map and indicate those that will be retained and those that will be removed. Removal of any trees on regulated slopes requires the approval of a tree- clearing permit. 4. The site map shows three separate lots. The site map also notes a proposed "lot segregation." These lots were platted pre -1937 and have never gone under any platting review. Since the three lots have historically been in common ownership, under City regulations there is only one buildable lot. If you wish to construct additional homes on the site, you will have to go through a short plat process. i zz Z. � C U. U 0 Co 0 J = Co L w 0 LL a U) D T �w z f- E- 0 z !_ UJ w U ON o H- w H Ut u' O . Z. UN P O z PERMI j COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -340 PROJECT NAME REHABITAT NORTHW SITE ADDRESS: 13748 45 AV S Original Plan Submittal X Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator ❑ �DI.I�M ,A1� 1 �IICIN DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 02-1 4-06 Complete Tf Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: 02 -10 -06 TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: I APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: Documems/roul6ig slip.doc 2-28-02 ';yA:.L„te DUE DATE: 03-1 4-06 Not Approved (attach comments) ❑ ❑ No further Review Required ❑ DATE: z = z J0 00 N co W 1F- Co w w L¢ = �w z= w� U� O� o ff W L L z w U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -340 6'1( o6 2- l 00 Fire Prevention Structural ❑ PROJECT NAME REHABITAT NORTHWEST, INC. SITE ADDRESS: 13748 45 AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS Building Division P.blic Works, DATE: 01-27-06 Planning Division ❑ Permit Coordinator ❑ DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Complete V Incomplete ❑ Comments: DUE DATE: 0 -3 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU Z IA G: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: eaaanVAI c nR rnRRFrTInNC %- DUE DATE: 02 -28-06 Approved ❑ Approved with Conditions❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW d Staff Initials: Documenishoutina slio.doc 2.28 -02 . ..... �... .:� �;...: ., .:..a. .. .,� �.... .�., U. ,. ..�.ti...::a.a.,�..:.,v ✓. +v. +,.. ...�n..r,..,... r . � Wl! �Y. 9� ¢`'yt +'n:.k2r,N w.A:p:.>..;. +y a� �7ar z LLI JU UO CO 0 J I C#) LL .w O 9� LL co)d =w Z O III w U� ON wW �U UO w z U= O H z OJERMIT COORD COPT( �v PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -340 PROJECT NAME REHABITAT NORTHWEST DATE 12 -19 -05 SITE ADDRESS 13748 45 AV S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 2 Revision # After Permit Issued DEPARTMENTS D ' i � Building visio n Public Works. b i=4w a ke ( - 14 I �t l zq o� �- Fire Prevention Plannin g Division Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete d Incomplete ❑ Comments: DUE DATE: 1 2-20-05 Not Applicable ❑ I I i I Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: i Please Route Structural Review Required ❑ No further Review Required ❑ i I REVIEWER'S INITIALS: DATE: f i a APPROVALS OR CORRECTIONS DUE DATE: 01-1 7-06 f Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) FX i Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 01 A. a_ Q Departments issued corrections: Bldg ❑ Fire Ping ❑ PW)] Staff Initials: Docwnems/rouling slip.doc 2.2"2 z �z �w 00 cf) 0 C0 ILI J H �LL w 0 LLQ CO) 1 I .-w z f- WO �5 U O CO o1-- w X LL —0 .Z w U= O Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -340 DATE: PROJECT NAME REHABITAT NORTHWEST, INC. SITE ADDRESS 13748 45 AV S 12 -01 -05 Original Plan Submittal Response to Correction Letter # 0 X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENT : A L 0-( Buildi tg Division Fire Prevention Planning Division ✓❑� Public Works d Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 1 2-06-05 Complete ❑ Incomplete ❑ Not Applicable ❑ Comments: 3 ermit Center Use Only NCOMPLETE LETTER MAILED: FZrt�h� LETTER OF COMPLETENESS MAILED: )epartments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: i APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions❑ i Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 01-03-06 Not Approved (attach comments) ❑ DATE: Documents/routing slip.doc 2 -2"2 z Z W 0 0 0 CO) 3: �w w LLQ = �w z t - O z F- w w. U� .O CO2 o� w LL —0 .. z W U O z .)ERMIT COORD COPY Y � PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -340 DATE: 09 -12 -05 I PROJECT NAME REHABITAT NORTHWEST, INC SITE ADDRESS: 13748 45 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision #• After Permit Issued DEPARTMENTS q 3 'O� 51 �d -I�-o Building Division Fire Prevention Planning Division Public Works Structural F Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Th rs.) DUE DATE: 09 -1 3-05 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire Ping [ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Notation: REVIEWER'S INITIALS: Approved ❑ Approved with Conditions ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing s ip• uc DATE: 2 -28 -02 i17,.o- ..,... t 4�t. .. ; o✓.. i f L.•f , ..a:�LO- :Y..'. :..'...r. tY �.:it1.'.' ;a b'�at>�c �?✓a h' V,{ } 7.,Y•:. ! 'M..x0.t -. "N4t .. .�. JJr°.ilLil ' i+::ulaw: tay..i.m ..�... ..._,..,. DUE DATE: 10 -11-05 Not Approved (attach comments) ❑ z z �w WV 00 O W= E - Ww w 0 �J LL? a �w z w� W U� O N C3 1-- wW �0 .z w U= O H z I S 5 'REVISION SIJBIVIITTAL 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: Plan ChecldPermit Number: 1) Cm � I ce , �O ❑ Re ponse to Incomplete Letter # Response to Correction Letter # '2, ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 4-ft7 L Steven M. Mullet, Mayor Steve Lancaster, Director t5f1'V�e�r, ' FEB 1 0 zoos l'ERM)T CENTER Project Address: 3 7 k8 Contact Person: 6 *ro ( Phone Number: o ro y.?Z- 7� � Summary of Revision: Project Name: i t G i I i i Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision AfA r 1 Received at the City of Tukwila Permit Center by: i i Entered in Permits Plus on 'D D pp ications orms -app ications on fineVevision submittal Created: 8-13-2004 Revised: Z �Z w QQ w JU UO (0 Cl CO _ U) LL W o La (a = �W z w� �5 U� O - off WW F- - LL wZ CO H H O Z City of Tukwila S teven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: hqp: / /www.ci.tukwila.wa.us REVISION SUBMITTA" , 4 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Z - p2- (' < o G Plan Check/Permit Number: 0 ~ fl .s _ 3 g ❑ Re ponse to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name:_ Project Address: Contact Person: Summary of a?" OU JAN � t' M 6 PERMIT CENTER �•�t { �w Phone Number: 7t= a Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: t o Entered in Permits Plus on k \applications \forms- applications on line\revisFon submitta Created: 8 -13 -2004 Revised: Z �Z '~ w s JU 00 WF- CO U. w 0 La CO ma �w Z Zo �5 U� 0 CO_ H w F-F WZ CO z City of Tukwila Steven M. Mullet, Mayor Department of Contnumi Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /tiviviv.ci.tulnvila.wa.its L , I - REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: _ �90� Plan Check/Permit Number: ® Response to Incomplete Letter # D05 -340 ❑ Response to Correction Letter # 1.5 ❑ Revision # after Permit is Issued DEC 1 � 2005 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name Rehabitat Northwest Project Address 13748 45 Av S Contact Person: Chad Detwill Phone Number: Summary of Revision: �ed /"7 2 �e-4- -/ 44�-6 O j��Ah dlj� ,43CU �44 C. 41 / /5G>:rhai �• T �a wc�i W �►+r �J� cL r-m w�c� a►. S�� r- u�a.�f � r. ThG �1`►'1�L ot ' ¢SoSA � "fx'�,�.�r� t LVl S iCnr[ A "j-e fyE II�Q_C.CS Sa.�" V . Sheet Number(s): A o "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 QS. pplications \forms- applications on lint evision submittal Created: 8 -13 -2004 Revised: : "- - •;r.`. -;1;. �.a..a,..,,, ,. r: 1:. Jet„ i.M " 4 i:•yx' �FUr l;ly�.; -6 r f t y'Y,;1 iiitiwc:. �1:.: �L' x., x', b.: crui '.S.�:ia.:i�kilL.k+ssisl',w� 77-7;F :x.:+.u. r ti,:liH «ww.«swas'i/rwSn,i„x`7i""��yY. Z Z '~ w Q � Q 2 JU U w= CO W w LL j CO a = w �— O w �-. W U off w LLP LL O z CO) O� z 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 Web site: hgp.- 11www.ci.tukwi1a.wa.us z k REVISION�SUBMITTA 4Z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: PO S'3 �{O Response to Incomplete Letter # RL� ❑ Response to Correction Letter # gym' A ❑ Revision # after Permit is Issued DEC 0 1 2005 ❑ Revision requested by a City Building Inspector or Plans Examiner PenorCEw,R Project Name: /Ij-e Bloc Project Address: 13 1 7Y$ 4 - ,4uc Soc�s� T �, fQ Lt) A Contact Person: el-ad &&we H y` Phone Number: 7,3<9 Summary of Revision: 54 d, 4tj -loco 40.. iA r - , • s wf Sevr - ✓eie 's re v &sr- �� r. �s�. e of base ,•�Q.� T�aor ��dK �. flo�ol�d #r " Cx -ek-f n „ � -//p O � 1. /Q�.r � ►- <_ /Jo�-t on � - 5 64 - •��, �`e V1 5 < � i h '�'o s�o / s , ✓ r S/Jrea- es- ,o,.,o,e de q c Op, e s a Gan rear -� Sheet Number(s): A (. "Cloud" or highlight all areas of e_ r 10 F a sA«�- including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on aorz pp ieations forms -app ications on line evasion submittal Created: 8 -13 -2004 Revised: .i � .. �i':...ti_i,.' r.0 � iin�, re::::.« i` „2.:Lt'.a:...::.'�tc;�< „`.is4'� t,»; r}$ P. i3::: 3. rti . "''3ii:;•.i::S.i:4�s�ily�'ix ±: �iNr.a.:Sinu: »�ril..3R « sea. �. �u... o. ci...., i. �.:,.:. w:aw:.�.:oww:.�.s.•q.:.�:.2a.u: . :. ntxavw:a�lL�:a s�..'vi.s: z Z w QQ D JU UO 0) Cl J = V/ LL w J �_ D 2 �. w z F- w� �o U CO O 1— w M �O .. z w U= O z 1 u'iltling Divi-0011: S4, it A. d f -� OF TINWILA 206-4311-16N Communify nevelopment vit-parrment Public Works Npi'Al"Me.1111. Permit Cmilef 0 kl� . ��?J 206-433-017 h 1 JW 6300 Southeenter Blvd,, Suite 1`00 annine, Dvmfitv RECEI 14ik-wj1.i, W-A 98M 200-43 1-16 /0 CITY OF TUKWILA JAN 2 7 2006 CERTIFICATE OF WATER AVAILABILITY Required only If outside City of Tukwila water district PERMIT CENTF-h PERMIT NO.: Part A: To be completed W Site address (attach map and legal description showing hydrant k=ition and size of main): ca ner Agirlt/O�Offttt 6rson Na me: .1 ma ion Name. e: 1 . il 4, A, AL Lik, Address: C Address: Phone.. 7 Pli'one, This certificate is for the purposes of* Residential Building Permit 0 Ptoliminaly Plat 0 Short Subdivision Commorcial1industrini Building Permit 0 Rezone Q other_ Estimated number of service connections and water meter s ize(s): Vehicular distance Irom nearest hydrant to the closest point of structure is Area is served by ('Niter Utility District) Date Owner/Agrrit Signature Part s. To completed bywaterutift dWct.;. 1. The proposeo project is VAIllin Q -Ht improvements required 3. 1 tie improvements required to upgrade 11w w ater system to bring h into compliance with the Utilities' corrilpietlenstvc plan or to meet the minimum now requirements of the project before connection and to meet the State cioss connection control requirements: 4. Based upon the Improvements listed above. wafer can be provided and will be available at the site with a flow of exi 0 gpm at 20 psi residual for a duration of 2 hours at a velocity of I fps as documented by the allached calculations. 5 Water pililablIlly. Acceplable service can be provkJod to this project service cannot be provided to this project unless the Improvements in Item H-2 are met n System is not capable of providing service In this project. I hereby certify that the above infortnalicin is true and correct. �..4�._�..t.. %P�. at).G�'�.'��(.� -' r A._. L, .�_4_c.- '._��:.C...4��'�:....__ /.�,�._.�"! if _ -C7 S`' AgenCY7 6y Date i,applicalions%wateravailabilitY (7-2001) CORRECTION Piltiled 9• 16 133 LTR# --I Z Z UJ D 00 0 W W -J U 01 W -X fl Ito W X Z Z 0 �- W W 5 .0 N. W F- - 0, lit Z 0 Z Look Up a Contractor, Electrica4n or Plumber License Detail i. j 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. License Information License REHABN1973KZ Licensee Name REHABITAT NORTHWEST INC Licensee Type CONSTRUCTION CONTRACTOR U BI 602241649 Ind. Ins. Account Id TREASURER Business Type CORPORATION Address 1 5639 16TH AVE SW Address 2 Cancel City SEATTLE County KING State WA Zip 98106 Phone 2062553474 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/9/2003 Expiration Date 5/9/2007 Suspend Date Separation Date Parent Company Until Previous License REHABN *016MA Next License Associated License Business Owner Information Name Role Effective Date Expiration Date DETWILLER, STEVE PRESIDENT 05/09/2003 FROST, PHILLIP TREASURER 05/09/2003 Company Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date NATIONWIDE MUTUAL INS Until #2 CO 629413 02/28/2005 Cancelled 03/14/2006 $12,000.00 03/04/2005 Page 1 of 2 Z =H iI W JU UO U) 0 to W J = E- N u. WO U Q cl) d = W ' HO Z F— W U c �. O n, 0 t— W UJ LL S —0 .. Z W U= O H Z https: // fortress. wa. gov /lnilbbip /printer.aspx ?License= REHABNI973KZ 03/08/2006 Legal Description: Project Address: 137XX 45th Ave South -Lot 1, Lot 2, Lot 3 Tukwila, WA 98168 Tax Parcel: 7347600354- 7347600355 - 7347600356 Project Owner: Rehabitat Northwest, Inc. 5639 16th Ave SW Seattle, WA 98106 Contact Person: Chad Detwiller Rehabitat Northwest, Inc Office: (206) 932 - 7355 Fax: (206) 933 -7355 Direct: (206) 255 -3474 Lot S. R: 25,500 SF 4r Pmt Ps WMW -- h rwwmwmn MW F.bric In f�� t , ,rr P.ven,enti 4' 518' Crushed Rxk Structural Of Tukwila Vr. nn/TSTON COO ftrft od firMrd U00% r PVC MM b a poftm M spwe r p & w010r41 was 0� %b*QMM Md sT" n 000 Besmear PVC P" r.W Total Lot Area: 25,500 SF Total Impervious Area: Building, Garage, 8 Driveway: 5,586 SF Total Lot Coverage: 5,355 (21.9 ° /,) Total Acres: 0.56 Acres Total Dwellings: 3 Total Lots per Acre; 5.4 Total Cut: 50 Cubic Yards Total Fill: 90 Cubic Yards Note: Does not include Foundations Legend 0 MC Stock Pile With Clear Plastic Cover — Filter Fence for TESC •DS Downspout Location 4' PVC - Tigfillne ELEVATION I i z i U48oits 4' ttrt Perf PVC Spreader Pipe (8 lew" �akar�ed STD. 2 rr Steel Pipe (2- 87V z Pon airac. Ian P+erf PVC r = Pipe u-eoR PVC sTV z ,rr S bal (Typ) rQhMM Pipe Pfe (TYP) PIPS 01 Per „n,l0S 0- eae -ft :rsl firp�oeq I' Sp soft P%w SOSF of Am Tdol -- - - Mow Am : &M SF Tait sraaft P%w ift "0 80 =111.77 TAM S1eMrr P*e Parshbd =127'' 8 am Obi 1,A A '� ..ma _ ._ - ..�-- •��r..�..1►'!r Mr- .° Vo- '+wr► w�.r�:v ����� .� .�r� ti-�w -r -- +�r..� w�r.��...��� �.- -- i•iw!... �...s. -�. .�r+.rr� — - _ �.� ...�,�.��. .r-s �- +ter - .�� - -• r _.��+.�.- ^+�.r�..- -�...�- - +•.�. �.+.� �.,.��.� �a.�.•� REVIEWED FO CODE COMPt IAO amonuFn FEB 17 2006 RECEIVED r = `1 O 0 N � 0 4 ca 2 N U. o z W Q w o � o c� co !- V W W z o Q a U 0- Cn o Q Q c6 3 L0 Y lf) � M � ti ; N Q ch OOOM%% Lo co O) L C NT C*+4 Cl) %*Mwoo JX U� C c1f) � c L E �a 00 z M wp M N Cc M Ca Y C '� .r 0 ,.�.��..�...�..� -- --- arm 1Yt••�!� _ V..�� r�� .r - "���t_ 7l •....w�•++i•- 1.� aq • a r Roadway Tr Shaidsr (451h Ave South) /ILa Ihft No► ,Pa /IM MAW "poM Y amet d MM end mamas N� No�flond a ao���� �� i � - Of OPPoNd Field Copy and oondlMpns it raw M oft Dft A-1 D.MI Al Cormed with Existing Tar Shot�ldsr Mack WON "�- Exit" Center Line Pav�ernent Cut T Pavement Cron-Section: (45th Ave South YP 4 0 3 VID C7 0 W 0 46 00orv----w d N� W Nazi, W� W�00 %C and. VF CH DRAIN F. f WSW W/ LIGHT 1 + . l9 VC GRATE .i I V ! 20 I F DRAIN "NbS W/ LIGHT * 'PVC (GRATE. ~ ;.-� i "aONt!IECT ►;TO , �6. j = , , f i , • �I r 46 CO DATE LOCATION IAIN ALONG E S. PORTION OF: SE 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANEE 4 EAST, W.M. I+ r j r f f _ 1 W i W/ ' I D APPROXIMATE LOCATION WATER MAIN ALONG Parcell 734 7600350 45TH AVE S. 4" PVC TIGHTUNE SYS�I . REFER TO,- 1 '... PRO L NOTE i S= 0.020 MIN. GARAGE f,r 1 (.T11P. ALL T'i WT*, SYS -, k % � _ -•- - _ E 35 IF MIA/ LENG . f ON PAOPOSEO ; 1'i 0�1�E Cha ir, L TRINCHI DRAWN :T SIN/ LIGHT PVC' GRATE. ` HOUSE . P TO 'p0 �.f 11. g F.F. 1•Z.01 1,000 4.F. ��1_ 1 _\ AAE 3L• 00814 4 � f € ROW �• r t _Parcet,' -17.34 7600440 i f ; N1 S. 139M ST. v C m 0 4.) o m n a �n ;• S N O o! � N � 44 IN UTLrry CONFLICT NOTE CAUTION: 1HE Oai1RAC1iR SMALL K PESK FGIt WE LOCAL AND MPWN W ALL DISI i U A MS =EIER 51!0=1 QN SSE-RAM OR NOT BY POIHMM TEE UUM IMO S;,IIlIEWIC LIE AND 1G(WIIL. LOCAIIQI Pmt 10 OAS PC NMM ALL W 1 E C 6 010 UILI S AT L�OCA !'S OF NEW UWW ACS IM Y OEM OR Nff CONRCI5 E s E 4 R WAL �L � &T Wf 10 MGM IILI Pm 10 l 1 Parcell 7347600385 1 A, ` MAX. 0 Pircel f 7�R4 7600 �4LENGTH — W/ ir �Lof,,10\ TED DISPERSION ZONE (TYP.) 5kOPE OF 20x (5H: IV) 1l V347600380 LINE TYk I IQ \ LF— • PVC 5 ' 1 t \ IE Sm Q '' IMIN* 'K344400355 CO 35 L F TOTAL 1H W�•, •� Parce)A, 7600370 RI* MTEP 'PIPE S=i\ 0.00d \ '\ 2 • •\ \ \ r� Lot \ ACS FLOW C13 r1PE Rim 188.00 \ 1. •'.` � 184i �`. • - .. �...: �— • • �''� Parcel� 7360034 — \ .� low- r � 11d, LF ( ) LIED DITCH \ \ \ Purc 7. 476004.0 I Parcell 7347600450 r I 0 � 0 %"LW Pv�ae w�wsFOwot 8@ ry �1MILT QAS 1IML1� SST llOIT BE11I1101 i1000lY can m mm 09:9N0115 wff f0m 11� 110_�61i Nffhm§k" s► Pc s set $011011110 ILL / m IENM wwt umas o11111110 Mom up i•.. 401 •:. aim No= am I& BEFORE THE CITY OF TUKWILA ACCEPTS STORM DRAINAGE IMPROVEMENTS, THE CONTRACTOR SHALL SUPPLY THE CITY CONSTRUCTION INSPECTOR WITH PHOTOSTATIC MYLAR AS-- BUIL.T'S OF THE STORM DRAINAGE SYSTEM BEARING THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER OR LANG SURVEYOR. IF THE PLANS WERE SATED USING CARD, THE CONTRACTOR SHALL SUPPLY A FLOPPY DISK OF THE CONSTRUCTION PLANS IN ADDITION TO THE MYLAR AS- BUILTS. THE CITY OF TUKWILA CONSTRUCTION INSPECTOR MUST REVIEW AND APPROVE ALL AS- BUILTS. THE CONTRACTOR SHALL MAKE ALL CHANGES TO THE AS- BLAL75 AS DIRECTED BY THE CITY CONSTRUCTION INSPECTOR BEFORE THE CITY WILL APPROVE AND ACCEPT THE AS- BUILTS. 14. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AM TED IN ACCORDANCE WITH THE LATEST EDITION OF 7hE CITY OF TUKWILA, DESIGN AND CONSTRUCTION STANDARDS AID SPECIFICATIONS AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSI UCTION PREPARED BY W DOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY of I& THE STORM DRAINAGE SYSTEM SHALL BE CONSI ACCORDING TO THE APPROVED PLANS, WHIICH ARE ON FILE WITH THE CITY OF 7UKWILA. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. IL ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCMON AC7INTY UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. 17. ALL PIPE AND APPURTENANCES SHALL BE LAD ON A Y PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 023(1) OF THE CURRENT STATE OF 'WASHINGTON STANDARD SPEOFICATION FOR ROAD AND 7XK THIS SHALL INCLUDE NE OF THE 71RENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WLL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL M UNIFORM GRADE SO THAT THE ENTIRE LIDOGTH OF THE PRE WILL BE SUPPORTED ON A UNIFORMLY DENSE BASE, ALL PIPE SHALL BE APWA1 CLASS "C', WITH THE EXCEPTION OF PVC ANO LCPE FVE 1a ALL TRENCH BACKFI L SHALL BE COWACTED TO MNM M 9W FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D- 1567-00. PEA GRAVEL EaDDING SHALL BE PLACED C OVER AND UNDER PVC AND ALL CATCH BASIN GRATES SHALL BE DEPRESSED CLI0 FEET BELOW PAVEMENT LEVEL OR GROUND SURFACE. 19. ALL BUJLDING D0�0Il NSPOU 7S AND P- 007NrG DRAINS SHALL BE CONNECTED M THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY OF TUKWILA OEPAR7IrENT OF PUBLIC WORKS. 2(L ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMT BY THE CITY OF TUKWILA DOES NOT RELIEVE THE OWNER OF THE CM71HU11ING LEGAL OBLIGA71O N MIND /OR UABILITY OONrEC70 WITH STORM SURFACE WATER DISPOS17XK FURTHER, THE CITY OF TUKWILA DOES NOT ACCEPT ANY OBLJGA710MN FOR THE PROPER FUNC710INONL' AND MAINTENANCE OF THE SYSTEM DURING OR FOLLONQ CONSTRUCTION EXCEPT AS N THE 7UACWILA STANDARDS. RECEIVED PELt'• C Ir pE R+ T C- ON"t., L« Z NOW — Calf before you Dig. 14soo- 424 -ssss swim s� v � • �' • • 1 - C .� 11. • • t .. ,_ w,. - .� --ter.. - .- ^�'-- . '.�.. .� _. _ _ .- -._ _ __ _ ._.._ rr _...- +a_..�.�r ... �r,•.�� •,�•.w •� -.r.._ - ..r "� -w ..- �. -� �..w o . �.�-- _.^�.r + .�•.-++�w -+-� - � •.,.�.� - -- .... _ .�: .�_ +� . ... - - -- w.. -..... ��• +.w- �.�.w�•+ -.�. _�....�. � mow. .w.- �.•._... �..... +�. �.�.•+'i -' • . -_ -„ �..s - , Ml�•.� ..+.�.....�..,� _. �, -�: -_ �._ HORIZ. 0 10 0 40 Scale In Feet mom= Na 1. CONTRACTOR SHALL HAVE THE CURRENT CITY OF TUKWILA CONSTRUCTION STANDARDS ON -SITE AT ALL TIMES. 2. SEE THIS SHEET FOR CITY OF TUKWILA STORM DRAINAGE NOTES. 3. CONNECT ALL ROOF LEADERS AND FOUNDATION DRAINS TO 71GHTLJW SYSTEM TO BE ROUTED TO DISPERSION TRENCH. FOUNDATION DRAINS SHALL NOT CONNECT TO ROOF DRAIN LINES UNTIL DOWNSTREAM OF FIRST CLEAN OUT UPSIREAM OF CB AT DISPERSION TRENCH. 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE U N71L IT HAS BEEN TESTED, INSPECTED, AND ACCEPTED BY THE CITY OF 2 A PRECONSTRUC71ON MEETING AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STAR71 NG NEW CONSTRUCTION. IT IS THE CONTRACTOR`S PONSIBILITY TO ARRANGE THE PRECONSTRUCTION MEETING WITH ALL CONS PARTIES AND TO OBTAIN ANY AND ALL REQURED PERMTS FROM TUKWILA AND OTHER AGENCIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF TUKWILA CONSTRUCTION NSPECTORR A MINI IOM OF 24 HOURS IN ADVANCE OF BACKFILLING ALL XINSTRUC710N. 3. THE CONTRACTOR MUST HAVE A SET OF PLANSe APPROVED BY THE CITY OF ON -SITE AT ALL TIMES DURING THE COURSE OF PROJECT CONSTRUCTION. 4 . BEFORE ANY CONSTRUCTION MAY OCCUR, THE CONTRACTOR SHALL HAVE PLANS WHICH HAVE BEEN SIGNED AND APPROVED BY THE CITY OF TUKWILA PUBLIC WORKS DEPAR71E1NT OBTAINED ALL CITY, COUNTY, STATE, FEDERAL AND OVER RED PERMT'S, AND SHALL HAVE POSTED ALL IRED BONDS AND HAU1LNG TRUSTS. & MINIMUM COVER OVER STORM DRAINAGE PIPES AND FACLF71ES SHALL BE 2 FEET, UNLESS 07HER1MSE SHOW AND APPROVED. 6, TEST OBSERVATIONS AND INSPECTIONS FOR STORM DRAINAGE SYSTEM SHALL BE BY THE CITY OF TUKWILA CONSIRUCTION INSPECTOR. 7. ALL DAMAGES INCURRED TO PUBLIC AND /OR PRIVATE PROPERTY BY THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION SHALL BE IMMY REPAIRED TO THE SATISFAC110N OF THE CITY OF TUKWILA CONSTRUCTION INSPECTOR BEFORE PROJECT APPROVAL AND /OR THE OF THE PERFONRMANCE BONGO. & NO PART OF THE STORM DRAINAGE SYSTEM SHALL BE PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED. AND APPROVED BY THE CITY OF TUKWILA CONSTRUCTION L a THE CONTRACTOR SHALL CALL AND NOTIFY DIAL -A -= AT 1- 800 - 424 -8666 A iMINwUM OF 2 DAYS BEFORE DIGGING OR GRADING; OPERATIONS OCCLNt. 10. THE CONTRACTOR SHALL BE RENKNOM IE FOR THE VERFICA71C OF inow UTILITY L0CA710NS WHE71#3t OR NOT TFE,'SE UTILITIES ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL E RCISE ALL CARE TO AWOM DAMAGE TO ANY UTILITY. F COIIIJCTS M7H DaSTINIG vnLI7IES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL N07FY THE CITY OF TUKWILA COMNSIRUC7 SPEOTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGIEFR PRIOR 70 OF RI3A7ED CONSTRUCTION ON THE PROTECT. 11. ALL REMESTS FOR INSPECTIONS AND FOR G TESTS SHALL BE SCI~EDUA.ED 0 7H THE PIBILlC WORKS - 1 OR A MiRWi OF 24 HOLDS IN ADVANCE, AND NO GREATER THAN 7 DAYS N ADVANCE. FAI=RE TO GIVE ADEQUATE ADVANCE M 07M MAY F43MT N DELAYS 70 THE FOR REQUIRED INSPECTIONS. 12. ALL STORY MAIN EX I S IS10NS VMM 7FE PU BI IC RIGHT—OF —WAY OR IM EASEIE?N1S MUST BE STANCED FOR LIE AND GRADE PRlat M STARING 4 .:- -,�voe Coto q M �a 00 -o- � MID [f]0 O O Jx O O C3=C3 It C30M ss 3110 ow up i•.. 401 •:. aim No= am I& BEFORE THE CITY OF TUKWILA ACCEPTS STORM DRAINAGE IMPROVEMENTS, THE CONTRACTOR SHALL SUPPLY THE CITY CONSTRUCTION INSPECTOR WITH PHOTOSTATIC MYLAR AS-- BUIL.T'S OF THE STORM DRAINAGE SYSTEM BEARING THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER OR LANG SURVEYOR. IF THE PLANS WERE SATED USING CARD, THE CONTRACTOR SHALL SUPPLY A FLOPPY DISK OF THE CONSTRUCTION PLANS IN ADDITION TO THE MYLAR AS- BUILTS. THE CITY OF TUKWILA CONSTRUCTION INSPECTOR MUST REVIEW AND APPROVE ALL AS- BUILTS. THE CONTRACTOR SHALL MAKE ALL CHANGES TO THE AS- BLAL75 AS DIRECTED BY THE CITY CONSTRUCTION INSPECTOR BEFORE THE CITY WILL APPROVE AND ACCEPT THE AS- BUILTS. 14. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AM TED IN ACCORDANCE WITH THE LATEST EDITION OF 7hE CITY OF TUKWILA, DESIGN AND CONSTRUCTION STANDARDS AID SPECIFICATIONS AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSI UCTION PREPARED BY W DOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY of I& THE STORM DRAINAGE SYSTEM SHALL BE CONSI ACCORDING TO THE APPROVED PLANS, WHIICH ARE ON FILE WITH THE CITY OF 7UKWILA. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. IL ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCMON AC7INTY UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. 17. ALL PIPE AND APPURTENANCES SHALL BE LAD ON A Y PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 023(1) OF THE CURRENT STATE OF 'WASHINGTON STANDARD SPEOFICATION FOR ROAD AND 7XK THIS SHALL INCLUDE NE OF THE 71RENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WLL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL M UNIFORM GRADE SO THAT THE ENTIRE LIDOGTH OF THE PRE WILL BE SUPPORTED ON A UNIFORMLY DENSE BASE, ALL PIPE SHALL BE APWA1 CLASS "C', WITH THE EXCEPTION OF PVC ANO LCPE FVE 1a ALL TRENCH BACKFI L SHALL BE COWACTED TO MNM M 9W FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D- 1567-00. PEA GRAVEL EaDDING SHALL BE PLACED C OVER AND UNDER PVC AND ALL CATCH BASIN GRATES SHALL BE DEPRESSED CLI0 FEET BELOW PAVEMENT LEVEL OR GROUND SURFACE. 19. ALL BUJLDING D0�0Il NSPOU 7S AND P- 007NrG DRAINS SHALL BE CONNECTED M THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY OF TUKWILA OEPAR7IrENT OF PUBLIC WORKS. 2(L ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMT BY THE CITY OF TUKWILA DOES NOT RELIEVE THE OWNER OF THE CM71HU11ING LEGAL OBLIGA71O N MIND /OR UABILITY OONrEC70 WITH STORM SURFACE WATER DISPOS17XK FURTHER, THE CITY OF TUKWILA DOES NOT ACCEPT ANY OBLJGA710MN FOR THE PROPER FUNC710INONL' AND MAINTENANCE OF THE SYSTEM DURING OR FOLLONQ CONSTRUCTION EXCEPT AS N THE 7UACWILA STANDARDS. RECEIVED PELt'• C Ir pE R+ T C- ON"t., L« Z NOW — Calf before you Dig. 14soo- 424 -ssss swim s� v � • �' • • 1 - C .� 11. • • t .. ,_ w,. - .� --ter.. - .- ^�'-- . '.�.. .� _. _ _ .- -._ _ __ _ ._.._ rr _...- +a_..�.�r ... �r,•.�� •,�•.w •� -.r.._ - ..r "� -w ..- �. -� �..w o . �.�-- _.^�.r + .�•.-++�w -+-� - � •.,.�.� - -- .... _ .�: .�_ +� . ... - - -- w.. -..... ��• +.w- �.�.w�•+ -.�. _�....�. � mow. .w.- �.•._... �..... +�. �.�.•+'i -' • . -_ -„ �..s - , Ml�•.� ..+.�.....�..,� _. �, -�: -_ �._ HORIZ. 0 10 0 40 Scale In Feet mom= Na 1. CONTRACTOR SHALL HAVE THE CURRENT CITY OF TUKWILA CONSTRUCTION STANDARDS ON -SITE AT ALL TIMES. 2. SEE THIS SHEET FOR CITY OF TUKWILA STORM DRAINAGE NOTES. 3. CONNECT ALL ROOF LEADERS AND FOUNDATION DRAINS TO 71GHTLJW SYSTEM TO BE ROUTED TO DISPERSION TRENCH. FOUNDATION DRAINS SHALL NOT CONNECT TO ROOF DRAIN LINES UNTIL DOWNSTREAM OF FIRST CLEAN OUT UPSIREAM OF CB AT DISPERSION TRENCH. 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE U N71L IT HAS BEEN TESTED, INSPECTED, AND ACCEPTED BY THE CITY OF 2 A PRECONSTRUC71ON MEETING AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STAR71 NG NEW CONSTRUCTION. IT IS THE CONTRACTOR`S PONSIBILITY TO ARRANGE THE PRECONSTRUCTION MEETING WITH ALL CONS PARTIES AND TO OBTAIN ANY AND ALL REQURED PERMTS FROM TUKWILA AND OTHER AGENCIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF TUKWILA CONSTRUCTION NSPECTORR A MINI IOM OF 24 HOURS IN ADVANCE OF BACKFILLING ALL XINSTRUC710N. 3. THE CONTRACTOR MUST HAVE A SET OF PLANSe APPROVED BY THE CITY OF ON -SITE AT ALL TIMES DURING THE COURSE OF PROJECT CONSTRUCTION. 4 . BEFORE ANY CONSTRUCTION MAY OCCUR, THE CONTRACTOR SHALL HAVE PLANS WHICH HAVE BEEN SIGNED AND APPROVED BY THE CITY OF TUKWILA PUBLIC WORKS DEPAR71E1NT OBTAINED ALL CITY, COUNTY, STATE, FEDERAL AND OVER RED PERMT'S, AND SHALL HAVE POSTED ALL IRED BONDS AND HAU1LNG TRUSTS. & MINIMUM COVER OVER STORM DRAINAGE PIPES AND FACLF71ES SHALL BE 2 FEET, UNLESS 07HER1MSE SHOW AND APPROVED. 6, TEST OBSERVATIONS AND INSPECTIONS FOR STORM DRAINAGE SYSTEM SHALL BE BY THE CITY OF TUKWILA CONSIRUCTION INSPECTOR. 7. ALL DAMAGES INCURRED TO PUBLIC AND /OR PRIVATE PROPERTY BY THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION SHALL BE IMMY REPAIRED TO THE SATISFAC110N OF THE CITY OF TUKWILA CONSTRUCTION INSPECTOR BEFORE PROJECT APPROVAL AND /OR THE OF THE PERFONRMANCE BONGO. & NO PART OF THE STORM DRAINAGE SYSTEM SHALL BE PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED. AND APPROVED BY THE CITY OF TUKWILA CONSTRUCTION L a THE CONTRACTOR SHALL CALL AND NOTIFY DIAL -A -= AT 1- 800 - 424 -8666 A iMINwUM OF 2 DAYS BEFORE DIGGING OR GRADING; OPERATIONS OCCLNt. 10. THE CONTRACTOR SHALL BE RENKNOM IE FOR THE VERFICA71C OF inow UTILITY L0CA710NS WHE71#3t OR NOT TFE,'SE UTILITIES ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL E RCISE ALL CARE TO AWOM DAMAGE TO ANY UTILITY. F COIIIJCTS M7H DaSTINIG vnLI7IES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL N07FY THE CITY OF TUKWILA COMNSIRUC7 SPEOTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGIEFR PRIOR 70 OF RI3A7ED CONSTRUCTION ON THE PROTECT. 11. ALL REMESTS FOR INSPECTIONS AND FOR G TESTS SHALL BE SCI~EDUA.ED 0 7H THE PIBILlC WORKS - 1 OR A MiRWi OF 24 HOLDS IN ADVANCE, AND NO GREATER THAN 7 DAYS N ADVANCE. FAI=RE TO GIVE ADEQUATE ADVANCE M 07M MAY F43MT N DELAYS 70 THE FOR REQUIRED INSPECTIONS. 12. ALL STORY MAIN EX I S IS10NS VMM 7FE PU BI IC RIGHT—OF —WAY OR IM EASEIE?N1S MUST BE STANCED FOR LIE AND GRADE PRlat M STARING 4 .:- -,�voe Coto q co Lai cl 0 qf 46 W- o C-4 0 -- , . CL C4 WW z lait! _ it a 40 --m—now --,� . — . - - - - . - -- - -- - - . -- 4b lb am 0 a 4* 0 9 iz !Z 04 Ob 1 an Ob i b City of Tukwila Department of Community Development 6300 8outhcantsr Boulevard, Tukwila WA 98188 Telephone (Z06) 431.3670 FAX (206) 4313665 E4nsU: tukplanistukwila.wa.us SHORT PLAT NUMBER L05 -074 NOTES: 1. THIS PROJECT TO COMPLY 1 ,J"I"H GEOTECHNICAL ENGINEERING REPORT, BY LIU & ASSOCIATES, INC., DATED NOVEMBER 11, 2005 AND SUBSEQUENT GEOTECHNICAL REPORTS. 2. INDIVIDUAL HOUSE FOuNDATION AND DRAINAGE SYSTEM, SHALL PROVIDE A SPECIFIC GEOTECHN;CAL ASSESSMENT, WITH FINAL DESIGN RECOMMENDATION- 0 H x o zo ao 1 . in— 1 04 SCALE: 1 " =40' LEGEND 63 WATER METER p� WATER VALVE FIRE HYDRANT ["j CATCH BASIN Q SEWER MANHOLE JUNCTION Box ._.sz.. SIGN -�-- UTILITY POLE r ---- UTILITY POLE ANCHOR TELEPHONE PEDESTAL = REBAR & CAP TO BE SET VOLUME PAGE FOUND NAIL IN ASPHALT SET BY " SCHROETER" REF. R•0•S. VOL, 154, P G. 122 S. 137TH ST. Ex. SDMH --\ Rirn= 178.72 �5 I W s �.+ r� o c ' .N'► C f �- J •. -• •.�.•.� �• ` ' �:� c o. . 01 -,A h � 0 "• w O ao Val 73476,00350 . lIG . FLETCHER' ER VE. S. 1 ,37 38 45TH A r1.5' SEAT l Let W A S Ve 1 1 11 — S8 tz - -a y f — -�J S 170' (Plat) O E 2.5' 1 of 1.4' 1.5' • 8'32'21 "E • �9.4 ' as.) 1 170' ( Plot ) X X. - /34760 03115 tAE JERK ;l' 0. SEAIILEI WA .... ,...�............ftm............ .. w 0 - y / 4 360 7 ,�.� 1 btu 0 ME.TTLINo JEt�R U to SEAME, VJA 0 van w O 03 C � 734760u374 .,iY� K. LOONEY) V�tLU; SEATTLE, VGA • =�7 6 (j047 0 ���:�u �.3 REai':H 7347 N 8c 7347 bEN� �NJ2 ZORA MET TL1t . �• 0 • 45•:44 S. 13 91�{ ST. - . �g�N 51. \AOLETA ST. 4514 5• SEA LE, WA 4502. S. 1391 H SEA1 -11E, WA SE AT i LE. �Y A FOUND MON IN CASE . . (VISITED 10/05) !.I S. 139TH ST. 1� 0 0 m O v W o 'vw U o in M W N = CV � N C N 0 ;V: r� w N O O 0 • N N tD N FOUND NAIL do TACK SET BY 'HEBRANK) (VISITED 10 %5) S. 140T ST. OMMER(S): REHABITAT NORTFIMEST, INC, IN N.w. of THE S.E. 114 OF sEuj ION 15 T. 23 N. Jt 4 E., WJLI IN CCXAM, WASHOGTON ADDRESS: 5&M 16TH AVE. &We PHaNL*(206) 932-7355 0nr/sTA7E/z1P: sEArnE. wU► 98106 � T og a REFERENCES: SURVEY BY DICK SCHROETER R.O.S. VOL. 154, PG. 1 22 --�` COIN , r r V . {. 15255 SUNWOOD BLVD. SUITE A -41 TUKWILA, WASH. 98188 "REHABITAT N.W. 5639 16th AVE. S. SEATTLE. WA 98106 oMvM er DATE roe M� nna neuertoos c� sr eF. ►ate * ` E l aF 2 � -+t � ;,w,..•„� #.. ��. _•'�'•�. -- ems..- ..�s.�. +.w......�+.....-�r.,,� - -- ... .- ..e..�7M.'.._ s.:s �..�- r.- .a... .�.. .,.•�•.�' - - - J►+ ► •.. — `o• - ' 7MMM-W ,•r• _ > 7►- "mow.' - '�.�.�L'++- 7O.- - .R.R*- ."!New _„�w.�►.r— W , - _ `."'�"'�rr- .i�- '�- ^�•�•�s -.e" �" �►. 1,. `r's a.wR.,...r '�.�""� -+�. a..r�ls �. w�.. «[ � ui,.ri.�• :..�f .�..� _ � #a1O t 9 i I t t r t i i i t i I i s i 1 i r 1 r l rl r I � r i i f A , } i 3 i I i I 1 � s i t t i i r � ! 1 I f rt i 4 0 c 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: VN SEISMIC ZONE: 2 OCCUPANCY GROUP: R -3 WIND SPEED: 85 MPH FIRE ZONE: 3 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 NO. INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. CONCRETE GENE 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 1009 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. REIN 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 G AZ ING U-FACTOR 1 -1/2' BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. 2 Y 4 ' SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER 12 WALL CARPENTRY 4 WALL- GENE 6 ALL FRAMING SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. MIN 6' MINIMUM CLEARANCE BETWEEN WOOD AND EARTH CEDING 12' MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH ABOVE 18' MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH EXT. LUMBER S TRENGTH JUNITS IN PSI SLAB ON STUDS STUDS FV FB E HEM -FIR #3 75 500 1200,000 STUD GRADE 75 675 1200.000 JOISTS & RAFTERS INT. HEM -FIR #2 (2X10) 75 1075 1,300,000 HEM -FIR #2 (2X10) 75 980 1,300,000 BEAMS, HEADERS, LINTELS & GIRDERS 3 , 4' NOMINAL DOUG -FIR #2 95 960 1,600,000 6' NOMINAL DOUG -FIR #1 85 1,350 1,600,000 GLUE LAMINATED TIMBERSO BELOW DOUG -FIR LARCHE (24F V4) 165 2,400 1,800,000 STRUCTURAL COMPOSITE TIMBERS 100 LAMINATED VENEER LUMBER 285 2,600 1,800,000 PARALLEL STRAND LUMBER 290 2,900 2,000,000 LOADINGO n n c: ROOF 15 PSF DEAD LOAD + 25 PSF LIVE LOAD = 40 PSF FLOOR 10 PSF DEAD LOAD + 40 PSF LiVE LOAD = 50 PSF CEILING 5 PSF DEAD LOAD + 10 PSF LIVE LOAD = 15 PSF DECK 5 PSF DEAD LOAD + 60 PSF LIVE LOAD = 65 PSF INTERIOR PARTITION = 7 PSF EXTERIOR PARTITION = 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 SJ8" DIAMETER WITH 3w=X1 /4' PLATE WASHERS @ 4'4' ON CENTER WINLESS NOTED OTHERWISE. T MINIMUM EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS (MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. PLY ALL PLYWOOD WALL AND ROOF SHEATHING SHALL BE W COX, UNLESS NOTED O THERWISE. MINIMUM NAILING SHALL BE 8D @ 6 O.C. AT PANEL EDGES AND IT O.C. IN FIELD. SPAN INDEX SHALL BE 2410. ALL PLYWOOD FLOOR SHEATHING SHALL BE JY.4' CDX TONGUE AND GROOVE UNLESS NOTED OTHERWISE. MINMAUM NAILING SHALL BE 10D Q 6' O.C. @ EDGES AND 17 O.C. INFIELD. SPAN INDEX SHALL BE 40120. STAGGER ALL PANEL EDGES AT ROOF AND FLOOR SHEATHING. ORIENTED STRAND BOARD (O.S.B.) SHEATHING PROUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. GLUE LAMINATED TIMBERS ALL GLUE LAWINATED AMBERS SHALL BE DOUG -FR LARCH, FABRICATED TO THE REQUIREMENTS OF THE US PRODUCTS STANDARD PS 56. LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL VMOFWNG STRESS VALUES OF: 2,400 PSI IN BEN[MG, 1,100 PSI N TENSION, 1,600 PSI IN COMPRESSION PARALLEL TO GRAIN, 560 PSI N CO TO GRAIN AND 165 PSI HORIZONTAL SHEAR ; CONN NATION 24F V4� GLUE LAMINATED TIERS TO BE AITC c R I FRED. USE WATERPROOF GLUE- MANUIFACTURED TRUISSES ALL TRUSSES SNAIL BE BY REGIS I Elctu STATE AND FABRICATED FROM ONLY THESE DESIGNS. TRUSSES SHALL BE STAMPED BY THE EINGAEER OR BY A QUALITY CONTROL. AGENCY AS THE STATE TRUSS FABRICATORS COUNCIL ALL TRUSS OESKM SHALL BE SU _M_ I I ED FOR APPROVAL PRIOR TO FABRICATi0W ALL NON( BEARING WALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM 'CHORD WiTH AN APPROVED FASTENER ', 0 ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT SEAR ONE THE WALL OR P ARTITIOK APPROVED HiMIGERS SHALL BE USED AT ALL COi•ECTKAIS OF RAF I JACK OR HIP TRUSSES TO MAIN GIRDER TRRUSSES, ALL ROOF TRUSSES SHALL BE FRAMED AND TIM INTO THE FRAME WOM AND G WALLS 90 AS TO FORM AN PITEGRAL PART OF THE VO4OLE ROOF I RILISMS SHALL HAVE JOINTS WILL FITTED AND SH ALL !RAVE ALL TENSION wIELL ?1GHTENED ANY LOAD IS PLACED UPON THE TRUSS- AND S9MAY BRACNG SHALL BE USED TO BRACE ALL ALL TES SMALL BE 1) ES ra FA FOR LOADN�' AS FOLLOM TOP CHID D 35 PSF OF TRIlB1TARY VIDTH 9011 CHORID S PSF OF TRMMA W VDTM TILE ROOF 4S PSF TOP CHI S PSF 80TfQr 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 IT (MIN.) BEYOND EACH SIDE OF FIREPLACE OPENINGS. FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOORS. INSULATION AND MOISTURE PROTECTION GENERA 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 BAiT 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 R3 VAPOR BARRIERS / G 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 A*dfi4PlF0LSLZD ON THE WARM SIDE OF THE INSULATION. WASINGTON STATE ENERGY COD 1l.S.E.C. - TAB PRESCRIPTIVE REQUIREMEiNTS0,I FOR GROUP R OCCUPANCY CLIMATE ZONE 1 6-1 OPTION I 10 G AZ ING U-FACTOR 9 2 3 12 WALL 4 4 WALL- 5 6 MIN GLAZING MIN DOOR CEDING VAULTED ABOVE WALL EXT. FLOOR SLAB ON MAX AREA 50 LLFAC;TOR 65 CEILING GRADE INT. BELOW 14311 GRADE 165 125 . 188 3 , % OF 210 501- 1000 55 83 BELOW GRADE 85 1128 100 FLOOR L ` = 130 195,145 218 GRADE 60 90 1 75 1. 12% 035 0.58 020 R-W R30 R-15 1-15 R-10 R-30 R-10 L 15% 0.40 0.58 020 R28 R-W R -21 R21 R-10 R-30 R-10 N_ GROUlP R-3 0.40 0.58 020 R-W R-W R21 R-21 R-10 , R30 i R-10 195 OCCUPANCY ONLY 218 160 I 25013000 75 113 90 ` 135 105 158 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR BULT IN ACCORDANCE WiTH SECTION 601.1 OF THE W.S.E.C. 1. AMNIMAUMA REQUIREMENTS FOR EACH OPTION LISTED FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 13'X., iT SHALL COMPLY WITH ALL OF THE REQUIREAWATS OF THE 15% GLAZING OPTION (OR HICMER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREWENTS OF A LISTED OPTION ABOVE MAY CALCULATE CO PILW4CE BY CHAPTERS 4 OR 5 OF THE W.S.E.C. 2 REQUIREMENT APPLJES TO ALL CEILINGS EXCEPT SIiNGL.E RAFTER OR JOIST VAULTED CEILINGS. •ADV DENOTES ADVANCE FRAMED CEILING_ 3. REQUIIRBMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A M9dMUlM LEVEL OF R -10, OR ON THE NTERIOR TO 'THE SAMIE LEVEL A WALLS ABOVE GRADE. EX I ER K)R �INSUILJATiON INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL MANUFACTURED FOR i S W4TENDElD USF, AND INSTALLED TO THE LWAF ACTURlEWS TIONNS. SEE SECTM 6122 OF THE W.S.E.C. & FLOORS OVER CRAWL SPACES OR TO AMIBIENT AIR 6. REQUIRED SLAB PERIMETER POSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR iT'S USE. AND INSTALLED ACCORDING TO THE M1ANliFA SPECFICATIONNS_ SEE SECTION 6024 OF THE WOII.SI -C. 7. NOT USED IN CLIMATE ZONE 1 Z NOT USED N CLAAAITE ZONE 1 IM. DOORS, IINCLUDIING ALL FEE DOORS. SHALL BE S S ra ED DEFAULT "ACTORS FROM! TAKE 4$0�= OF TIE W. S_E..G 10A GLAZING AREA 1S LISTED, THE TOTAL GLAZNG AREA (COMIED PLUS ) AS A PERCMII OF 0 IO SS FLOOR AREA SHiALIL BE LESS THIN OR EGLIAL TO THAT VALUE GL/AZ ` INTH OF X40 OR LESS RS NOT N GLAZING AREA LMTATiOIiI'& 11. OVEN fJID GU1ZIING SMALL HAVE DE I N ACOORIMANCE M I NFRC MR 401R AS N $ECT10N MLI S OF TiE WALC 1Z LOS 90LN Tit VOILES VWTH A MNiR AVENA Tl OESiS OF l,9' AM E7�'T +FRO TVSATIONI RECRXIIIEMBff. 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. SAFETYIS AZING LOCATIONS PER INTERNATIONAL BUILDING CODE. I. 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. S. 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: I. THE GLAZING DOES NOT EXCEED 16 SQUARE FEET 2. THE HIGHEST POINT OF GLASS IS NOT MORE THAN 174" ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA 3. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 3116'. MECHANICAL GENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY GUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE AND THE UNIFORM MECHANICAL CODE. EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 70 DEGREES FAHRENHEIT AT A HEIGHT OF 3 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: OTHE 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 MECHIANiCAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WiTH A SPACE LESS THAN IT WIDER THAN THE FURNACE OR A CLEARANCE OF T 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 8 AENTS AND SWITCHES AT LEAST 1 I ABOVE THE FLOOR SURFACE FiRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEPARATING A RESVIENCE (GROUP B. DIVISION 3 OCCUPANCi) FROM A GARAGE (GROUP M, DIVISION 1 OCCl1PANCn PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019- (NO. 26 GALVANIZED SHEET GA IJGE) AND HAVE No OPENINGS INTO THE GARAGE PER THE UNIFORM MECHANICAL CODE. WARM AR FUF *4ACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH THE EVERY APPL.I NICE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WiTH THE DORM MECHANICAL COOS EVERY FACTORY BUILT CHIMEY, TYPE L VENT, TYPE B GAS VENT OF TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE W[TH THE TERMS OF ITS LISTRNI , MANUF ACTURERS INSTALLATION BSTRUCTIONS AND THE RECK.011REMENTS OF THE UNNFOFiNI MECHANICAL CAL CODE * TYPE B OR BIIII GAS VENT SHALL TERMINATE PER THE U1NIIFORM MECH AAMACAL CODE. A TYPE L VENTING SYSTEM SHALL TERMIINATE NOT LESS THAN Z4r ABOVE THE H *HEST POINT WHERE THE VENT PASSES TH IROIIGH THE (ROOF OF THE Bl11ILDNG AND AT LEAST Z4' HIGHER THAN ANY PORTIONN OF THE WITH 194r OF THE VENT PER THE UNFORMA MECHANICAL CODE. VENT NECTORS SK44L L BE INSTALLED WiTH N THE SPACE OR i1REA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIIMINEY OR VENT N SUCH A MWNM AS TO MMAi�TAIN THE CLEARANCE TO PER THE UNFORMI MECHANICAL CODE. HE EC AJ 0 2MENT _ ALL HEATING ECAM MENT SHALL MEET THE OF THE 1967 NATIONAL APPIJANCE ENERGY ATgN ACT AND BE 90 EQI T SHALL iILSO COMPLY VA I SECTION 1411 OF THE W.S.,EG HIVAAC FOR RESMENTIAL SHALL BE SUED NO (s ATDt THAN IM OF OESIGNI LOAD vostow 3pio ._ _...._ _�._ -ter � �► �..-.. _ ..- i..ra �• �."^ '�••••.- --- .w -s ...► .�+.. +nr•r�► wr� � ►wr..�r - � �.- ..+r..�. �. 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 a 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. S. 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 (AKIN) 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 S. 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. S. 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 (1/7) 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) FLOOR AREA FT2 2 OR LESS 3 4 5 6 7 8 2F4 r' j MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX <500 50 75 65 98 80 120 95 14311 1s4r ; 165 125 . 188 3 , 140 210 501- 1000 55 83 1 70 105 85 1128 100 1501115 L ` = 130 195,145 218 1001- 1500 60 90 1 75 113 90 1 135 1 105 1581 120 180 1 1351203 1501225 1501- 2000 65 98 80 120 95 143 110 165 125 188 140 210 155 ' 233 2001 -2500 70 105 85 x _128 100 150 1151 173 130 195 145 218 160 1 240 25013000 75 113 90 ` 135 105 158 120 180 135 203 1150 225 165 248 3001- 3500 80 120. 95 143 110 i 165 125 188 140 210 1155 233 1701255 3501-40001 85 1281 100 150 115 1731 130 195 145 218 160 240 175 263 4001- 5000 95 143 110 165 125 188 140 210 155 233 1701 255 185 278 5001 -6000 105 158 1 120 1180 135 203 ` 150 225 165 248 180 270 195 1 293 6001 -7000 1151 173 130 1195 145 218 1160 240 1 175 263 , 190 285 205 '308 7001 -8000 125 188 140 ' 210 155 1 233 i 170 1255 185 278 1200 1 300 215 323 8Wl-90001 135 203 150 1225 165 248 1 180 1 270 195 293 ' 210 1 315 225 >9000 145 218 160 240 175 263 1 190 1285 205 3081220, 330 235 353 • FOR RESIDENCES THAT EXEED 8 BEDROOMS, INCREASE THE (MINIMUM REQUIREMENT LISTED FOR 8 BEDROOMS BY AN ADDIONAL. I5CFM PER BEDROOM. THE MAXIMUM CFIM IS EQUAL TO 1.5 TINE T HE MINIMUM. TABLE 3-3 RF41E'v � ED "F) R PRESCRIPTIVE DUCT SIZING 1 0v MF; FAN TES I CFM 025p w G. M rmMtm FLEX WAFTER MAXI%JM LENGTH FEET ANB1M1 SMOOTH DIANWTER YA)X3MW � LENGTH � FEET MA1%0YiUM1 EUDOWS' 50 4 INCI- 2F4 r' j 4 ITCH 704-0' I 3 50 5 INCt- w4 r' 5 INCH lw_ r' I 3 50 ' e 9401- I NO LIMIT 6 PC" i NO LIMIT 3 I NIO 4 INCH = AM 4 NCH ' w4r 3 so 5 NC's' 1s4r ; 5 B CH � 1X -w , 3 , A 000n»cn r .. ►� :.1' ' uKWlio F 4. 1 00 i 5 mal l d NX/1 1 5 I r ! 10o t 6 INCH 16 INCH i NO LlMff 1 3 I N I 125 6 "C" , 1 I 6 BC 1 N O LIMIT � .3 , L 125 � 7 0 1 7174 1 7 INICH 1 NO L &AFT 3 3 1 NOTE: 1. FOR EACH ADD( TOTAL ELBOW IW4r FROM LENGTH. 8 Ln E 8 Q� PRE SC_R p''I IVE SUPPL FAN DUCT SI N Q H Q 0 w co _ w Z •- R EC EIV ED Ff1 TABL &2 DUCT O N*&TM MXT QIIMETM 1 -0 Ii U } O Go w 0 v a V3 O Q OR�77 cu . Y 7 LIB Cv) � O CN cr) cy) cr) N 0 00l� > to Q CD 04 Lo . x U x cy) N � N O v Z � co 0 0 Cc c4q t � � J 6 INGh , �4T 1 6 RICH no UWT , 3 , 1 00 i 5 mal l d NX/1 1 5 I ! 10o t 6 INCH 16 INCH i NO LlMff 1 3 I I 125 6 "C" , 1 I 6 BC 1 N O LIMIT � .3 , L 125 � 7 0 1 7174 1 7 INICH 1 NO L &AFT 3 3 1 NOTE: 1. FOR EACH ADD( TOTAL ELBOW IW4r FROM LENGTH. 2- FLEX DUCTS OF THUS DIAMTER ARE NOT WITH FANS OF THIS SUE TABLE 3.6 PRE SC_R p''I IVE SUPPL FAN DUCT SI FAN TEST CAM AT 0.0 W 1 sPEaFNaa VOLUME M SM000TR 1011111 FLE)GOILF R EC EIV ED Ff1 TABL &2 DUCT O N*&TM MXT QIIMETM SM C F MI 1 4 mic" , S odc" WI CFW 1 5 sic" 1 a 9104 1 190450 CRr 6 sic" 1 7 WIN 2 llw CFMI 9 NIrON t� N> I NOTE 1. FOR LENGTHS OVER 20 FEET DUCT DIAMIETM 1 IICH 2. FOR ELBOWS MBOIiE THIN 3 INICREASE DUCT OLVATE R 1 •ICHf C. DUCTWORK DUCT SYS I OR F/k; I MY 6MT Aft DUCTS SFIALL BE OF METAL AS SET FORTH BY TFE RE.TANGULAOL FIAT, O11EAL AND ROUND DUCT JON AND SEAN SHIML W AftTNMT PER: THE =h` L N =_E 1 E MISIMLA OF DUCTS SHAALL. SLY VATH 7W a� DUCT /I OTA N NTH TIE Mt c 0 Ill a /1L cam L ` = 4 r N s O 1 O _, s 0 co s w • _ 4 ao M� 1 O j T.O. Ridge Line T.O. Top Plate 5/4" x 4' Window Wrap (Front Side Only R r ° T.O. Subfloor f. Top PIa 1/T x HardlPla Composite Shingles over 15# felt over 7/16" OSB T T 'T� ;1- , ' r 1 J l - �7 . - F T 2'x4' Skylig (U rade) - HardiPlank -- Composite Shingles over 15# felt over 7/16" OSB T.O. Ridge Line o s d d e. a d e 2"x6" Fascia - Typical 5/4" x 4" Window wrap (Front Side Only) 4 co 1/2' x 6" - HardiPlank co s O _ -� r M t T.O. Garage I I L III T.O. Subfloor Slab - - a F inal Grade - - 1 1 , T.O. Existing ; 2x10 Band Board t Grade 1 1 t I 1 1 , , 1 I zo ` - T- r ------------------------------------ ---------------- -- -T -�_• t -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ♦ -a -a- .�_ ♦ - -- - -- - -- - -- - -- - -- - -- - - - - -- - - - -- - - - -- - -- - - - -- - - - - - - - - - - -- -�-- _-- ...-- - - - - -- - - - - - -- -- ------ - - - - -- - -- - - - - - -- - - - - -� S outh a 'on T.Q. Ridge Line T.O. Top Plate mi s T ° T.O. Subfloor T.O. Top Plate 0 t iao T.O. E�aistinl F"�rral Grade `------- - - - - -; 6" TrOA1 SOlbfT1 • of - ----------- - - _ - _ - - _ - _ - - _ - _ _ ' ; --------------------------- , ' - - - - - - - - - -------------------------- — - ° T.O. SubO= T.O. Top Plate i i O; l • r � • --------------------------------- .. --- - - - - _ Top of Pier Pad spew be 1$" bebir FaW Grade •� '" Eu "' t : t O O. Ridge line s - .O. Top Plate - m s r T.O. Sub l" o _ '.O. Top Plate - o 0 io s '.O. Subfloor ° .O. Top Plate - V w i ,�racie R N r N co 4 io QI 0 s t'- O Railing to be built to code. Handrail shall be 3' High with spacing < 31/2" between spind 4 "x4" Deck posts shall be 3'4" r- -• 1 1 4 6� I I 4 O I 4 coi O co 2" x 8" Rake Board Typ. Existing/ 4 Final Grade �n v� ------------------------------------------------------------- - - - - -- c4 Iti- 1--------------------------------------------- ---- .------- _------ - - - -J u 1 1 11 1 1 I'a 11 1 I tl 1 1 II 1 1 1 - - - '+�- �- - - I ---__-'--------------- -------- .._-- _-- _-- _- - - - - -- - - - - - - --------------------------------------------------- - - - - -- - -- - - - -- --_-- 1 1 1 .- 1 - - -_ - - -__ r -� --- - - -- - -- - m R co 12 6� 12 Q r N s N r s 0 i - REvIEV4ED FOR C0EDE �-0) P�cIv N � s n c r FE + 1 (,0V5 0 112' x 12" HardFlank Siding N _ r-- _ City Of TUK wita 4"x10' Beam on . IT. V.%Y„ I - -. rre-re% 0 0 - 1 4"x4" Posts on cri 4" Concrete Slab c I over 4" GranuLv ao FE LIH �'.O. S�ibtloor i 112 x 12" Harder Sidrrg 1. Verify A sheer wei ne irg and 1 lulldftwns prior b start of cortsiUC*M. 2- Cu* A Exterior Jo ft and Pa ab ell errs. 3. M Exterior VYbis sfwi be thid1ted par Be i No a Dear VMw Barrier on Mir OSS. 4. M shit to am 15* Bui�r�p FeR avar 7 1114r Cos Ill IM2 5 Plrviride INba�ar alrippin� and Mall Fied" at as Do= acrd Wadugs and - � a. Rvo�f arrd 6 P�v die Qor rs Medal G+Melrs and AN E aft Typical. fb ■ Grade F�oa /lm& Matt F3ocr. 522 SF (35'X) lJl�peir Fkxx SM SF (65L) Toll SF: 1452 SF ND 1457 %W 1 300 . 144 SI par SF = M-96 S1 F4oride 1l2 Q srd 112 Q IT 8dow �e En ii Per LF: 3,5 SN.F - kip M 2A33 SULF so&= 2F 2.53 SKF = 133 LF - VAdh = 46 LF; UN r = 67 V) r x r limit 1 ACIM Pur Ju dry 4&00 S" - 29x Re clan = 3L7S Sl Each 11M w fiae�riia MGM N 3L75 EuM = 10 Jeft - obb 4; UMw at 6) 6x12 6X12 L O o N N S M g y N C7D 4 Z LA R: Q E 0 oc o lv� 0 m W W Z o U a � o Q c� rn Q Cu Lo LO . N 01 � (D Cfl Q N . X U x C ti M ++ r LO N L � O Cf) Z rM cc o Cc CN � J s o � Final Grade 1 d d e. a d e 4' X U • 1 L7-(r Grade shad be +� a mini I",, of 6 r t • Typ@ Grade- s 9 • • • r r r 1 I • • r G - T.O. SaseR�ent r • r r - - ------------ 1 I • - - - - -- --------------- - - - - -- ----------------- - - - - -- -- -- - - - - -- I t 1 • r - ----•---------------------- . 1 � ------------------------ ---------------------------- - - - - -- ` 1. Verify A sheer wei ne irg and 1 lulldftwns prior b start of cortsiUC*M. 2- Cu* A Exterior Jo ft and Pa ab ell errs. 3. M Exterior VYbis sfwi be thid1ted par Be i No a Dear VMw Barrier on Mir OSS. 4. M shit to am 15* Bui�r�p FeR avar 7 1114r Cos Ill IM2 5 Plrviride INba�ar alrippin� and Mall Fied" at as Do= acrd Wadugs and - � a. Rvo�f arrd 6 P�v die Qor rs Medal G+Melrs and AN E aft Typical. fb ■ Grade F�oa /lm& Matt F3ocr. 522 SF (35'X) lJl�peir Fkxx SM SF (65L) Toll SF: 1452 SF ND 1457 %W 1 300 . 144 SI par SF = M-96 S1 F4oride 1l2 Q srd 112 Q IT 8dow �e En ii Per LF: 3,5 SN.F - kip M 2A33 SULF so&= 2F 2.53 SKF = 133 LF - VAdh = 46 LF; UN r = 67 V) r x r limit 1 ACIM Pur Ju dry 4&00 S" - 29x Re clan = 3L7S Sl Each 11M w fiae�riia MGM N 3L75 EuM = 10 Jeft - obb 4; UMw at 6) 6x12 6X12 L O o N N S M g y N C7D 4 Z LA R: Q E 0 oc o lv� 0 m W W Z o U a � o Q c� rn Q Cu Lo LO . N 01 � (D Cfl Q N . X U x C ti M ++ r LO N L � O Cf) Z rM cc o Cc CN � J s n..4n10.0M%nA « ^n Glaring Schedule PRODUCT CODE SIB f COUNT U--VALUE i AREA TOTAL AREA � TOTAL 0 y o N Qn SF) I Q° SF) U VALUE 48X54 PICTURE I 47 x 4'6' I 3 � 0.34 18 ( 54 I 18.36 36X42 HORIZONTAL SLIDER 7-0' x 3'-T f 1 I 0.35 I 10.5 I 10.5 3.68 ar o s O 0 z 36X24 PICTURE � T-0" X r� I 1 I 0.34 s s I Za 48X48 HORIZONTAL SLIDER 4'-0' x 4'-0' S I 0.35 � 16 I 80 I 28.0 36X80 ENTRY DOOR I 3'4' x 6'-8 1? I 1 1 0.34 � 4.1 i 4.1 I 1.40 18X54 SINGLE HUNG i 1'-V x 4'-W I 4 I 037 6.75 I 27 , 9.99 30X54 SINGLE HUNG i 7-6' x 4'-6' ; 2 i 0.37 � 1125 I 225 ! 8.33 24X24 SINGLE HUNG � ?-Or x 2!-0' � 1 0.37 � 4 i 4 I 12 60X 8 HORIZONTAL SLIDER S-0' x 4'4' I 1 0.35 1 20 � 20 I 7.0 72X80 PATIO DOOR I 6'-0' x 64 1? I 1 I 0.34 � +W25 I 4025 � 13.68 s , wNDOylI TOTALS l3,Y GLJ1ZM % = i TOTAL GLAZIM AREA / ` 26d.36 / 11.4X f TORl1l HEATED NiE/1 � 2355 I AVG U-VAL t TOTAL IVALUE / ( 90.6d / � T�TI1L CalA�lf' SF {264.36 f Attach 2x12 using Ledger Nails - (4) 16d Nails @ 16" O.C. to Wall Studs using LSU26 Hangers NOTE: Ledger to be Blocked in Wall Cavity 8 Nailed @ 6" O.C. dger Foundation Notes 1. Written Dimensions take Prudence over Scaled Dimensions. 2. All Footings to have a minimum depth of 18" Below Final Grade. 3. Step Foundations per Site Conditions. 4. All Concrete Footings to Rest on Finn Moistured Earth with Minimum 2.000 psf bearins pressure (refer to Soils Report when Required). 5. All Wood in Contact with Concrete or Masonry or Expose to Earth or Weather to be Pressured Treated. 6. Verify All Demensions and Field Conditions. 7. Provide Temporary Bracing as Required. Until all Permanent Connections and Stiffenings have been installed. 8. Provide Double Joists or Blocking at Partitions Above. 9. Provide 15" x T Foundation Vents with 1/4 Corroem Resist�t Wine Mesh as Required per code. 10. Crawl space to be a minimum of 18' Below Floor Joist and 17 Below Beams or Gib with min. 6 mil Black Vapor Barrier Gound Cover Lapped 12' at seams and extended to Foumiation Wall at Sill Plate, typical. 11. AN Beams to be 4 x 10 (see Notes Sheet for Limber Strength Vakies. Unless Noted OttwwW ise. 12. AN Posts to be 4 x 4 (4 x 6 at Beam Spkes) Typical UNO. 13. AN lsokded Spread Foofirxls to be 18' x 18' x 6' Thick with (2) #4 Bars at Bottom each Way. Typical UNO. Step Down Foundation Per Elevations C%-- A^ r , .--------------------------- , -- - - - - -. 1 , , 1 r 1 1 r 1 1 r 1 1 r I 1 e , 1 r I 1 1 1 Ab ove � 1 1 r 1 1 � I 35' -0" r Lot 2 B • 2. Provide Adequa�le Supporting Blocking enter aN 3. kc W 4' l (r headers over aN openings artless olherw Oe noted (U.N.O.). 4. Pions to be 4=W a Sam Joints on 906 halt U.N.O. 5. At b rest an dish Ub ed sot. 6. Soft Vent, and b=iota si ed areas. 7. know Sirnpeo b VMood 2 lakkbons 1 1rr lim, Corners and 11ftWbw �agtt ope�tings. Also see Msrw�iurer~s Secs. & w wood in Cattact w!t a i a on dud be 1 2 f a�srned sot brriwp copecity *" be rer sd in ieid. 10. Sm part wafts Nor a -' - 1 rinone 11. Lfte 5W x W /Ault Boft oft is 4r OLCI UKOQ r ift Vent CalaAft 210 sd150 =1.4 sf dMon Verttirtg Ractuired 105/144 x (_75 Net Screen Ares) = .547 sf per Vierd 1.41.547 = 3 Vents IODS - Hold Dow _Legmd I ■ %au s upwkw a STHD14 Hold Downs , (6 FZequred This Plan) X kubmikis %+Ipso, HPAHD22 (2 Tats Ptan) N rrinnn���:+r'1 Dips -3�o RME: '.ED �Esr� -.�.- ._ - �- - �• - ._ .' __ :w- _ �- .. -.i. -.mow �.,. �. - +ter•- .. - •►- �,.^ + ►. wr�. _._. �. r. s•�...� - .. E IN - 41 •• 0 04 • • Q CU LoH L0 CY) t N C) M C/) 0) (1) 000� Q N .x U CD U � 0 y o N ao L N ua � 0 O Cl) Z c g E o N ar o N O 0 z o 2 W Q w oC o � o •• 0 04 • • Q CU LoH L0 CY) t N C) M C/) 0) (1) 000� Q N .x U x U � y o ao L > ua � 0 O Cl) Z c CL I CL � o � v o N •• 0 04 • • Q CU LoH L0 CY) t N C) M C/) 0) (1) 000� Q N .x U x C � CY) Cl) (D L � O Cl) Z c cc o � v CC N t � � J `M 4 s C s s 35' -0" Lot 2 Wildn Roor P Venilation Schedule See 1998 wast�inglon Stale Indoor Air Quabiay Code Syrrtboi m gar Made Nuntm for Equal 1Vuro��e' QT 1301.0 Sams 102c*n @ 25 WG. 132c*n @.i0 m %Aone QT 801.5 sores 63clin @ .25 VMG aOdm @.10 wG Nolen; -use QT 130 (100 c!`n nim) ! all Kkhen and whole house Ian 'Use QT 80 (50 c#n niro ! as cow "AM Fans b Vwd b WW I& 'AN 0111M oft of 1997 w.&ECJVAIQ nwst be i i - a Area Summary tsasenIMIL Floor: 712 Main Fl= Plan: 941 sf Upper Fbor Plan: 702 sf Total Anew: 2&% sf Garage: 438 sr 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. 35' -0" 10' -91/2' 5' -11 1/2" 3'-41 /2 0 0 3' -2 5/8" ' -8 7/8" 41 J Hdr 2 ' -0" x 2' -0" X _ = 4 N � _ .9 9 �4 = N � t0 _ N 0 N FL 5'-0 4' -0" 4'-0" x 4'-0" 6 -1 314" 3'- 10112" 3' -0" 3'-6 2' -0" 10 Z-4 i/2" 17.5" r4r 2' -0 " 32' -7112" 2' -41/2" 36-0" Up per I d loor Plan s 0 X s �s s r N � _ N 0 N 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. F Denotes Solid Bearing under Concentrated Loads. Use (2) 2x4 at 4" Walls UNO. 12 Finish all Ceilings with 5/8" G.W.B. 13. Provide 26 -Gauge Galvanized Sheet Metal Flashing Above Windows and Door. Typical. Lap Building Paper over. 14. Fasten Multi -Lam 2x Beams per IRC. 15. Ceiling Joists to be 2x6 a@ 24" O.C. typical UNO. 16. All Voids to be Fire/Draft Blocked per IRC. 17. All Tubs and Showers: - Fireblocking between Studs - Limit Shower Flow to 3 G.P.M. - Waterproof Wall to within 70" Above Drain Inlet - All Glazing within 70" Above Drain Inlet to be Safety Glass - No Vapor Barrier behind G.W.B. 18. All Smoke Detectors to be 110 Volt Interconnected w/ Battery Back -up. 19. Provide Continuous Handrail at all Stairs a min. of 1 1/2" away from Wail. Main Floor Framing Notes: 1. Written Dimensions take precedence over Scaled Dimensions. 2. All Headers to be 4x10 D.F. #1 Unless Noted Otherwise (UNO). 3. Bottom of Headers to be 6'8" this Floor UNO. 4. All Exterior Walls to be 2x6 w/ R -21 insulation UNO. 5. All Frame Nailing to satisfy IRC Block all Plywood edges and nail with 1 OD at V O.C. Typical all Exterior Walls. 6. Provide Double Joists or Bkx;idng where Partifions occur above. •' • W i 11. oenoies solid eeairg undr conoeMraftd loads. flee (2) 2t4 at 4' Wads UNO. 12. Finish al 112' G.w.B. LINO. 13. At um Wr Tj" Wr G.w.& at am Can"= L v ft Vllars aid Ceiiir�gs, wrap am Pious and AN I MIs. 14'- 101/2" 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 M uti -Lam 2x Beams per IRC. 17. Upper Floor Framing to be 91/2" I -Joist at 16" O.C. typical UNO Plan shows direction. 18. Ceiling Joists to be 2c6 at 24' O.C. typical UNO Plan shows Joist Direction. 19. All voids to be Fire/Draft Blocked per IRC. 20. Install Water Heater per 1987 NAECA. See Sheet A2 Notes lbr impact per 1994 U.M.C. 21. Furnace to be placed 18' Ab�v. floor on 1 hour iumaoe Piat�orm w� (2) 3/4� IaY'ers Plywood• Project from in'�pact Per MW �K • 0. li • • � • ♦i i 24. at aM Stairs s mlir�. of 1 11r morn w�. RE _IE�NE C0�%� r C j - � g•tY, n� r�S r! ^ ~ --- ► Of TOKWIla Q N N !h 8 y N Q W Z ui 0 3: Q w 0 oc o I� U e } o ao > J 0 0: V � a rn o Q rn Q ca IWO . U")H U M4=0 :3 N Cf) � M G) 00,00,140o Q O c000000 N *00a LO . x U x C � M N L � C Z � cu o Cc N � O J j_____ - - -�_� TYPICAL I -JOIST FLOOR SYSTEM: 314' T&G OSB SUBFLOOR 9112" BCI FLOOR JOISTS @ 16' o.c. w/ FULL BLOCK WHERE REO D 112" DRYWALL s• FOUNDATION WALL (clot a srale� 2X CLEAT ON EACH SUE P.T. POST PER PLAN 6 ML VAPOR BARRIER (2) 04 BAR CONTRAJOUS CONTINUOUS FOOTING I tk' Die Min 1101681-, I r j i t so.r b it so c 3uwft ' not 419011■ go parup 'I r a "*=iIiIof COr mom �l TIMM l i' �s � t2'tralw milt /t C bo Iwc 831143.,2 NL a1 r I =-J 0�) M O- CkxwJa b RM2 ID Ca+b•e� b ti� Zoos fac R311.5. I i Phtw so" bow (1) LAW IR GLWAL 2lrt2 w.w� atw uwii! �r�r�ts aM nw.e In 10r Stair Radmg BUR to Cods. 3' high rafting will spacing < 3112" between Spindles 4N10` Dom* Been► Secured to 4'x4' Poet on 2W'x1' Pier Pads. Top Of Pier Pads sW be lninirr>tmt 18' below Final Grade Coroo t SWO" Mw 1 S# fall over nl r ! 24' O.C. This Roof ony 4 R -38 Attic Iroulation Exterior *fth per EW over Vapor Barr C � R / T I1V OVV 2x6 sty @ 16- O.C. o�rer SM GWB. Typ 9 Exterior Walls UNO Ir�< � N 6 IN= OF +<.vnon MM roomp �uuUdgh � �c��uou� A Scale: va. _ 1. = Z aD � TYPICAL 2X EXTERIOR WALL: FINISH PER ELEVATION OVER T* BUILDING FAFV--K UVF-K 7116" SHEATHING 2x STUDS PER PLAN 1@ 16' o.Q R -19 BATT INSULTATION 5/8 GYPSUM BOARD 2X BOTTOM PLATE 11WX911rLSL TIMBERSTRAND RIM BOARD WEATHER TIGHT CAULKING ° EXTENT OF EXCAVATION TIGHTLOOE STORM (4' SDR35) SAND STOP CONCRETE o . Foonrc Ir GRAVEL ON 4' D�IA TA.E FLOOR JOISTS PER PLAN BATT MfSULATION PER PLAN . %me Ttr nen CI MCI fY1n I!- 1 ICn s UAII oft C7 1 2 0 4" Poured Concrete #4 Reinforcing Bar Horizontal Patio over 4" Granular 2' each way typ a@ Patio Slab Fill i I I House Foundation 12" Diameter Poured Concrete Cylindrical Sonotubes Spacing Per Plan Tlghtline Storm Drain (4" SDR 35) 4" Footing Drain — (2) #4 Reinforcing Bars Horizontal Continuous-,, Continuous Concrete Footing V GRAVEL POGRAq aN 4' OWL WEEPING TLE F� 0111- POLY VAPOR BARRIER OVER CONSTRUCTION FILL QI tt � A� ^ Ki'rI n'C?/Z ax meow e�lR 11ERT1CIIL a 1Q' O -C_ W ALTERNATE aENIX t x ' Call nmuous sAR I' FOUNDATION WALL W/ CRAWL SPACE r • rE LL VOID WITH BATT INSULATION ! i r 4 4 #4 Reinforcing Bent ;I O � Minimum of 6 @ Spaced 6 OC. Typ @ Porch ! House Foundation 2X P.T. SILL PLATE W/ ANCHOR BOLTS & i l I a 4 2'X2'763/16• WASHERS PER SHEAR WALL 1 - 11011 SCHE 12 MAX. & 4112" MIN. FROM ENDS 1 & E ABEDMENT. USE 518' { I 4 4 DI .10" A.B. W/ 3'X3" X114' PLATE r WASHERS FASTENED TO FOUNDATION WALL AT QrO.C. T i Y / P IW C .. A � L r WALL: — — V 1�� VA - V DAA111PROOFINGMA PER IRC R4W-1 l A 2X STUDS PER PLAN a 1 r O.C. R21 BATT INSULATION " A Y v AIRIVAPOR BARRIER ` 117 DRYWALL A l i + A • TTOM PLATE 1 . ..- CV V� t 6�; �• . •A > s I 4" GRANLAAR FLL i • 6110- POLY V APOR BARRIER r POURED Sint M REAWW 6AR 4' s ncAL Ia O_C. w or IV wb # ALTEF&iATE � Z AL0 wOC. BAR s• FOUNDATION WALL (clot a srale� 2X CLEAT ON EACH SUE P.T. POST PER PLAN 6 ML VAPOR BARRIER (2) 04 BAR CONTRAJOUS CONTINUOUS FOOTING I tk' Die Min 1101681-, I r j i t so.r b it so c 3uwft ' not 419011■ go parup 'I r a "*=iIiIof COr mom �l TIMM l i' �s � t2'tralw milt /t C bo Iwc 831143.,2 NL a1 r I =-J 0�) M O- CkxwJa b RM2 ID Ca+b•e� b ti� Zoos fac R311.5. I i Phtw so" bow (1) LAW IR GLWAL 2lrt2 w.w� atw uwii! �r�r�ts aM nw.e In 10r Stair Radmg BUR to Cods. 3' high rafting will spacing < 3112" between Spindles 4N10` Dom* Been► Secured to 4'x4' Poet on 2W'x1' Pier Pads. Top Of Pier Pads sW be lninirr>tmt 18' below Final Grade Coroo t SWO" Mw 1 S# fall over nl r ! 24' O.C. This Roof ony 4 R -38 Attic Iroulation Exterior *fth per EW over Vapor Barr C � R / T I1V OVV 2x6 sty @ 16- O.C. o�rer SM GWB. Typ 9 Exterior Walls UNO Ir�< � N 6 IN= OF +<.vnon MM roomp �uuUdgh � �c��uou� A Scale: va. _ 1. = Z aD � TYPICAL 2X EXTERIOR WALL: FINISH PER ELEVATION OVER T* BUILDING FAFV--K UVF-K 7116" SHEATHING 2x STUDS PER PLAN 1@ 16' o.Q R -19 BATT INSULTATION 5/8 GYPSUM BOARD 2X BOTTOM PLATE 11WX911rLSL TIMBERSTRAND RIM BOARD WEATHER TIGHT CAULKING ° EXTENT OF EXCAVATION TIGHTLOOE STORM (4' SDR35) SAND STOP CONCRETE o . Foonrc Ir GRAVEL ON 4' D�IA TA.E FLOOR JOISTS PER PLAN BATT MfSULATION PER PLAN . %me Ttr nen CI MCI fY1n I!- 1 ICn s UAII oft C7 1 2 0 4" Poured Concrete #4 Reinforcing Bar Horizontal Patio over 4" Granular 2' each way typ a@ Patio Slab Fill i I I House Foundation 12" Diameter Poured Concrete Cylindrical Sonotubes Spacing Per Plan Tlghtline Storm Drain (4" SDR 35) 4" Footing Drain — (2) #4 Reinforcing Bars Horizontal Continuous-,, Continuous Concrete Footing V GRAVEL POGRAq aN 4' OWL WEEPING TLE F� 0111- POLY VAPOR BARRIER OVER CONSTRUCTION FILL QI tt � A� ^ Ki'rI n'C?/Z ax meow e�lR 11ERT1CIIL a 1Q' O -C_ W ALTERNATE aENIX t x ' Call nmuous sAR I' FOUNDATION WALL W/ CRAWL SPACE r • ! i r #4 Reinforcing Bent ;I Each Way Spliced Minimum of 6 @ Spaced 6 OC. Typ @ Porch House Foundation (2) #4 Reinforcing Bar Vertical @ each Sonotube Bac�cfill (2) #4 Reinforcing Bent Each Way Spliced Minimum of 6" @ Top & Bottom of Each Sonotube Typ @ Each Sonotube 16' Concrete Patio over Sonotube (Not to Scale) �o 9� TYPICAL 2X EXTERIOR WALL: FINISH PER ELEVATION OVER 7* BUILDING PAPER - _ -- 7N SHEATHING 2x STUDS PRT PLAN Q 16 O.C. R -19 BATT INSULATION PER PLAN 518' GYPSUM BOARD 2X BOTTOM PLATE 11wx911"LSL TIMBERSTRAIuD R1M BOARD WEATHER TXW CAULKING AL 4L k LEVEL OF FINAL GRADE SHALL A REMAIN A MNd OF 8' BELOW a EXTERIOR FINISH _ #k 4 S. Pi 11 111=2 EXTENT OF EXCAVATION SACK FILL --�- TxAfn /NE STORM W SAllD STOP TYPICAL 1 -JOIST FLOOR SYSTIEM: 314' T&G OSB SUBFLOOR 91/Y TA FLOOR JOISTS Q 18• as w11 FILL BLOCK V*FM RECrD 1 rl DRYWALL 2X P.T. SILL PLATE W/ ANCHOR BOLTS a 3'X7XIW WASHERS PER SHEAR WALL SCHE 1 20 MAX. 41410 M. FROM ENDS & T R0IBED1MEN1T. (ELSON1 ERE USE Sue' DUL 1(rr A.B. W1 3"X3' X1W WASHERS FASTENED TO --- FOUNDATION WALL AT 4M.C. RE v C v v " F O P i CODE �Vu v p { -r POURED WALL b W N N r C y N 7 Q eLi T ? V/ Q w o� � 0 n It U � � o co w J z > � 0 v � a co o co ca rn Q CU LO .3 Y N 0 C'7 U) � N 00"w*% > CO Q O %%=000P LO . X C ti M N L � O t c�C O = Cc CN m O J F'. 2' -0" J 4' -0" JOIST (Horizona 1) 4 1 —1 0 1 c_n 7 N J N �19 4x12 DF Beam over Continuous Footing m 0 0 - =a Ketaining In Detail #4 STHD14 Typ 0 m 0 0� 0 4" Poured Concrete Slab -On -Grade Over 4" Min. Granular Fill 71 4 v o , HTT22 I Z(Horizonatal) HPAHD22 Typ 01 i [17 1 -�- - • P.T. 4x10 Beam CO . -� - 16" x 16" x 8" - - - - - - - - -- - - Ftg W/ #4 Rebar 44 P.T. Col W/ �!� - ; (2) Each Way Typ. BC Cap & EPB Base F- 2x8 P.T. 1 @ 16" O.C. Q� P1-6 1-6 -----P •---- P1- 6 - - - -- r I 4x8 co � elm X STHD14 Typ i 0 ; 0 _ N too o � 114 - 4" Poured Concrete Slab - Ors - Grade Over 4" Min. Granular Fdl HPAHD22 D ► Typ i � I i L_ TOWNSEND MODEL FOUNDATION & MAIN FLOOR FRAMING PLAN BASEMENT SHEAR WALLS 1/4w = i s STRUCTURAL GENERAL NOTES CONSTRUCTION: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE 2003 AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. DESIGN LOADS: SNOW 25 PSF FLOOR LIVE LOAD 40 PSF DECK LIVE LOAD 40 PSF BALCONY LIVE LOAD 40 PSF SEATTLE, 60 PSF ELSEWHERE WIND 85 MPH, EXPOSURE B SEISMIC DESIGN CATAGORY D (SITE CLASS D) 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 N 20 FEET SHALL BE LEVEL OR SHALL BE STEPPED SO THAT BOTH TO AND BOTTOM OF SUCH FOUNDATION ARE LEVEL- CONCRETE: CONCRETE TO ATTAIN A 28-DAY COMPRESSIVE STRENGTH OF 2,500 PSI, USING TYPE 1 CEM11ENT. AT LEAST 5 % SACKS PER CUBIC YARD. MAXIMUM SLUMP IS 4'. MAXNAN AGGREGATE SIZE IS 1 1 5V. REINFORCING: ALL BAR REINFORCING TO CONFORM TO ASTM A615. GRADE 60. ALL WELDED WIRE FABRIC TO CONFORM TO ASTM A185. ALL HORIZONTAL REINNFORCING TO BE AT CORNERS AND INITERSECT11ONS BY USE OF CORNER BARS LAPPING 7-T EACH DIRECTION OR BY LAPPING REWORCING 74' AROUND CORNER. WELDING OR TACK WELDING OF REIN1F4RCIIVG BARS TO OTHER BARS OR PLATES, ETC., IS EXCEPT WHERE �FICAL.LY APPROVED BY THE REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUA SECURED IN POW110N. LOCATION OF SMALL BE AS I1110[C.ATED ON TIE DOM. THE LENGTH OF SPLICE SHALL BE 48 BM DIIAIMIIETEM i16111JM. UNO. THE NONOO[4TACT SPUDDED RERFMCEMENT SHALL NOT BE SPLICED TRANSVERSIELY FARTHER APART THIMI b *. 'WELDED OR SHALL DEVELOP 125 OF THESPECFEDY11ELDS1 OF THE BARN I THE FOLLY FOR SHALL BE . CAST AGAMW AND Y TO EARTH �r i TO EARTH OR WEATHM 46 BARS AM LAMER � 85 & RS /LID 40AALLIER 7 1�' NOT EjOK ED TCI'1I11E/1THIM OR IN OOII TACT %VrM TFE sLAss. WALLS 3W REVIEWED FOP + ' J��. CONIP1 TAN:.` FEE 200E C4 Of Tukwila Q IFI r whip" nn ne7n4, TOWNSEND MODEL UPPER FLOOR FRAMING & MAIN FLOOR SHEAR WALLS VO 1/4" =1' 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 WJ1"m2')c3116 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 COIII PUVXZ WITH TABLE 2304.9.1 I.S.C. UNO. LUMBER LUMIN R 2 INCH NOMINAL TO eE H-`. 82 OR BETTER, UNO. LUMBER OVER 2 INCHES NOMINAL TO BE D.F. 82 FOR BEAMS, AND #1 FOR COLUMNS, UNO. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. PRE-FABRICATED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF D.F. OR H.F. AND BEAR SEAL OF MANUFACTURER SUBMIT TRUSS SHOP DRAWINGS AND CALCU AT1ONS STAMPED. SIGNED AND DATED BY A WASHINGTON STATE LICENSED S I J)CTURAL ENGINEER TO THE ENGINEER OF RECORD FOR REVIEW AND APPROV PRIOR TO FABRICATK*1_ PRE - IGAVEERED S I VJCTURAL LUIMB'ERS: ALL ENGIN113ERED LI ERtS SK SET OR EX r. EEC I Fb=2.9W PSI, Fw = 285 PSI. Fci = 2.900 PSI, Fc 65I PSt, AND E=2.0 E. UNO. JOISTS: TJ JOISTS TO BE OF SIZE AND TYPE SHOV*4 ON DRIIVVINGS AS MMIIJF BY TRUS•JOIST CORPORATION AND TO BE MS MILLED PELt MM1lJFA SPECFICATIONS GOOF, FLOM AID WALL sHIFA (1) ALL SHEATHIINGS SHALL BE A..P.JL RATS car PL OR O.S_8L (2) ROOF SHEATHING TO BE 112 DOCK SPIN RATING 32116 FLOOR SIEIITHLNGS TO BE 304 RACH IIMI. TWak. SPAN RATIING 4W4, AND OC I ER3OR WALL SHEATHIIN TAO BE 1#2 NCH. SPIN RATING 2 O , UNO. (3) FASTEN AT ALL 0SLPF0 Kom I ED EDGES VAM ad NALS AT 6 NM NH OC AND AT IN ERlOR SUPPORTS MATH Sd NALS AT 12 INCH OC,.. U11140. (4) ROOF AND FLOOR SmEA7HpM SHALL BE NSTALLED MATH LONG - TO SUFFORI& 45) THIIE FLOOR SHEATfM SK BE GLtMED TO THE IMTHI AN ALL SMALL BE SY TIE. LMM r-I r Ct"-- - TIMBER CONSTRUCTION NOTES: (1) WHEN TOP PLATE IS INTERRUPTED BY DEADER, HEADER SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE EACH ENO. USE 24SIMPSON MSTA24 CONNECTORS, UNO. (2) PROVIDE SOLID BLOCKING OVER SUPPORTS. t3) 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 PARTTTION WALLS, SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. TOP PLATE LAP SPI..ICE SHALL BE 4' MIN IN LENGTH W/ 16d NAILS @ 3" OC (STAGGERED). (5) ALL DOOR AND WINDOW HEADERS NOT CALLED OUT IN PLAINS SHALL BE (2)2 xg 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 HOLDO WN W/ 16d FACE NAILS @ 4' OC MAX. (8) PROVIDE SM AC OR BC CAP AT EACH POST TO BEAM CONN1ECnON, 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 SLJW CE- (10) FASTENERS N CONTACT `WITH PRESSURE TREATED WOOD SHALL BE HOT-W GAL.VANtZED PER ASTM A-153 OR BE STAINLESS STEEL CONSTRUCTM NOTES: (1) SHALL VERIIY ALL NOTES. JR I NS10NS, AND coNonrIONS PRIOR TO AND NOTIFY THE ARCHITECT AND THE EIVGIIEER FOR 'TIE DEVL (2) SEE URAL DRIIVVNGS FOR D1- NOT SHOWN. (3) IS RIESPOI FOR N STABLITY MSI TEMPORARY SHORING AS UNT'E. AND S I FFENING ARE INSTALLED_ CO WrRACTOR NTIATED CHANGES SWILL 8E SUBUFTTIED N tolu TO T7E ARCH111TECT AND FOR APPROVAL PFOOR TO FADRSCATION OR IS FOR ALL SAFETY PRECAUTXM AND METHODS I 394KXAM SECAJEN OR PROC'EI3 ,REs To P FORM M WORK TFIE S I RUC rURAL E,.0 IM HAS NO OVERALL Y AUTHORITY OR ACTUAL ANDIOR DIRECT FOR THE G CONDIIII ONS AT THE SFT ANDIOR FOR ANY HAZAFWS RESLILTING FROM T ACTIlOM 0RANY7RADECON1 THE S I RIM rURAL BN HAS NO DUTY TD , NartE. . OR REPOR r ANY HEALTH oR SAFETY CNES, of THE CA-MIRACIOM OR OR AT 7W SITE.. N ti w c> Z z� � z a� N W J O 1. Z CO > N ��Z� Z �0UL Lr) V 0 w Q � CO J W D� O 0 Z 'I t� Q z F- :5 U O Q LLJ o' ~ W W. CL U) aw<w Q�zO Z Q q �i O� �W�Z uLaz� i August 25. 2005 �z 0 � fu oc SHIfT 2 9 13 P1-6 P1-6 4x1U y 4x8 4x8 ' to m X CL N N �y ; :IF- CS16 -R 1 3/4" x 91/2" h PSL Rim Joist 3 1/2" x 9112" PS ' us 17 � Hanger 12 Typ 'o m 0 is o 2x4 c � V-' /(2) o a ' CS 16-R c v 4x8 _ P1-3 -- c - - -- ------------------------ - - - - -- - - - -- STHD14 11 Typ HU 410 91/ PSL Ha rs I {Flush) 1 4 (2) 2x4 ; t ITT Hangers ' I o �' v� �' Typ ; 1 � _ I O 00 _ r- 40 Double oist ; (3) 2x6 CS16 -R 51/8' x 161/2" GL - -- ----- - - - - -- - -- as V C) : m - Ir or w o „ ' m 40 1 lx ';r � ca 2X6 RaRers Q X, N Ole U �.r -24" O.C. ' - - - - - - - - - - J J x12 Extends 3 .o to a - - - - -- 0 •.A - STHD14 P2. - - - - - - -- 4 Typ 6'-0' .4 a0 JQ y a v - 'oV--O I m . in 4 v o , HTT22 I Z(Horizonatal) HPAHD22 Typ 01 i [17 1 -�- - • P.T. 4x10 Beam CO . -� - 16" x 16" x 8" - - - - - - - - -- - - Ftg W/ #4 Rebar 44 P.T. Col W/ �!� - ; (2) Each Way Typ. BC Cap & EPB Base F- 2x8 P.T. 1 @ 16" O.C. Q� P1-6 1-6 -----P •---- P1- 6 - - - -- r I 4x8 co � elm X STHD14 Typ i 0 ; 0 _ N too o � 114 - 4" Poured Concrete Slab - Ors - Grade Over 4" Min. Granular Fdl HPAHD22 D ► Typ i � I i L_ TOWNSEND MODEL FOUNDATION & MAIN FLOOR FRAMING PLAN BASEMENT SHEAR WALLS 1/4w = i s STRUCTURAL GENERAL NOTES CONSTRUCTION: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE 2003 AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. DESIGN LOADS: SNOW 25 PSF FLOOR LIVE LOAD 40 PSF DECK LIVE LOAD 40 PSF BALCONY LIVE LOAD 40 PSF SEATTLE, 60 PSF ELSEWHERE WIND 85 MPH, EXPOSURE B SEISMIC DESIGN CATAGORY D (SITE CLASS D) 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 N 20 FEET SHALL BE LEVEL OR SHALL BE STEPPED SO THAT BOTH TO AND BOTTOM OF SUCH FOUNDATION ARE LEVEL- CONCRETE: CONCRETE TO ATTAIN A 28-DAY COMPRESSIVE STRENGTH OF 2,500 PSI, USING TYPE 1 CEM11ENT. AT LEAST 5 % SACKS PER CUBIC YARD. MAXIMUM SLUMP IS 4'. MAXNAN AGGREGATE SIZE IS 1 1 5V. REINFORCING: ALL BAR REINFORCING TO CONFORM TO ASTM A615. GRADE 60. ALL WELDED WIRE FABRIC TO CONFORM TO ASTM A185. ALL HORIZONTAL REINNFORCING TO BE AT CORNERS AND INITERSECT11ONS BY USE OF CORNER BARS LAPPING 7-T EACH DIRECTION OR BY LAPPING REWORCING 74' AROUND CORNER. WELDING OR TACK WELDING OF REIN1F4RCIIVG BARS TO OTHER BARS OR PLATES, ETC., IS EXCEPT WHERE �FICAL.LY APPROVED BY THE REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUA SECURED IN POW110N. LOCATION OF SMALL BE AS I1110[C.ATED ON TIE DOM. THE LENGTH OF SPLICE SHALL BE 48 BM DIIAIMIIETEM i16111JM. UNO. THE NONOO[4TACT SPUDDED RERFMCEMENT SHALL NOT BE SPLICED TRANSVERSIELY FARTHER APART THIMI b *. 'WELDED OR SHALL DEVELOP 125 OF THESPECFEDY11ELDS1 OF THE BARN I THE FOLLY FOR SHALL BE . CAST AGAMW AND Y TO EARTH �r i TO EARTH OR WEATHM 46 BARS AM LAMER � 85 & RS /LID 40AALLIER 7 1�' NOT EjOK ED TCI'1I11E/1THIM OR IN OOII TACT %VrM TFE sLAss. WALLS 3W REVIEWED FOP + ' J��. CONIP1 TAN:.` FEE 200E C4 Of Tukwila Q IFI r whip" nn ne7n4, TOWNSEND MODEL UPPER FLOOR FRAMING & MAIN FLOOR SHEAR WALLS VO 1/4" =1' 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 WJ1"m2')c3116 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 COIII PUVXZ WITH TABLE 2304.9.1 I.S.C. UNO. LUMBER LUMIN R 2 INCH NOMINAL TO eE H-`. 82 OR BETTER, UNO. LUMBER OVER 2 INCHES NOMINAL TO BE D.F. 82 FOR BEAMS, AND #1 FOR COLUMNS, UNO. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. PRE-FABRICATED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF D.F. OR H.F. AND BEAR SEAL OF MANUFACTURER SUBMIT TRUSS SHOP DRAWINGS AND CALCU AT1ONS STAMPED. SIGNED AND DATED BY A WASHINGTON STATE LICENSED S I J)CTURAL ENGINEER TO THE ENGINEER OF RECORD FOR REVIEW AND APPROV PRIOR TO FABRICATK*1_ PRE - IGAVEERED S I VJCTURAL LUIMB'ERS: ALL ENGIN113ERED LI ERtS SK SET OR EX r. EEC I Fb=2.9W PSI, Fw = 285 PSI. Fci = 2.900 PSI, Fc 65I PSt, AND E=2.0 E. UNO. JOISTS: TJ JOISTS TO BE OF SIZE AND TYPE SHOV*4 ON DRIIVVINGS AS MMIIJF BY TRUS•JOIST CORPORATION AND TO BE MS MILLED PELt MM1lJFA SPECFICATIONS GOOF, FLOM AID WALL sHIFA (1) ALL SHEATHIINGS SHALL BE A..P.JL RATS car PL OR O.S_8L (2) ROOF SHEATHING TO BE 112 DOCK SPIN RATING 32116 FLOOR SIEIITHLNGS TO BE 304 RACH IIMI. TWak. SPAN RATIING 4W4, AND OC I ER3OR WALL SHEATHIIN TAO BE 1#2 NCH. SPIN RATING 2 O , UNO. (3) FASTEN AT ALL 0SLPF0 Kom I ED EDGES VAM ad NALS AT 6 NM NH OC AND AT IN ERlOR SUPPORTS MATH Sd NALS AT 12 INCH OC,.. U11140. (4) ROOF AND FLOOR SmEA7HpM SHALL BE NSTALLED MATH LONG - TO SUFFORI& 45) THIIE FLOOR SHEATfM SK BE GLtMED TO THE IMTHI AN ALL SMALL BE SY TIE. LMM r-I r Ct"-- - TIMBER CONSTRUCTION NOTES: (1) WHEN TOP PLATE IS INTERRUPTED BY DEADER, HEADER SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE EACH ENO. USE 24SIMPSON MSTA24 CONNECTORS, UNO. (2) PROVIDE SOLID BLOCKING OVER SUPPORTS. t3) 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 PARTTTION WALLS, SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. TOP PLATE LAP SPI..ICE SHALL BE 4' MIN IN LENGTH W/ 16d NAILS @ 3" OC (STAGGERED). (5) ALL DOOR AND WINDOW HEADERS NOT CALLED OUT IN PLAINS SHALL BE (2)2 xg 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 HOLDO WN W/ 16d FACE NAILS @ 4' OC MAX. (8) PROVIDE SM AC OR BC CAP AT EACH POST TO BEAM CONN1ECnON, 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 SLJW CE- (10) FASTENERS N CONTACT `WITH PRESSURE TREATED WOOD SHALL BE HOT-W GAL.VANtZED PER ASTM A-153 OR BE STAINLESS STEEL CONSTRUCTM NOTES: (1) SHALL VERIIY ALL NOTES. JR I NS10NS, AND coNonrIONS PRIOR TO AND NOTIFY THE ARCHITECT AND THE EIVGIIEER FOR 'TIE DEVL (2) SEE URAL DRIIVVNGS FOR D1- NOT SHOWN. (3) IS RIESPOI FOR N STABLITY MSI TEMPORARY SHORING AS UNT'E. AND S I FFENING ARE INSTALLED_ CO WrRACTOR NTIATED CHANGES SWILL 8E SUBUFTTIED N tolu TO T7E ARCH111TECT AND FOR APPROVAL PFOOR TO FADRSCATION OR IS FOR ALL SAFETY PRECAUTXM AND METHODS I 394KXAM SECAJEN OR PROC'EI3 ,REs To P FORM M WORK TFIE S I RUC rURAL E,.0 IM HAS NO OVERALL Y AUTHORITY OR ACTUAL ANDIOR DIRECT FOR THE G CONDIIII ONS AT THE SFT ANDIOR FOR ANY HAZAFWS RESLILTING FROM T ACTIlOM 0RANY7RADECON1 THE S I RIM rURAL BN HAS NO DUTY TD , NartE. . OR REPOR r ANY HEALTH oR SAFETY CNES, of THE CA-MIRACIOM OR OR AT 7W SITE.. N ti w c> Z z� � z a� N W J O 1. Z CO > N ��Z� Z �0UL Lr) V 0 w Q � CO J W D� O 0 Z 'I t� Q z F- :5 U O Q LLJ o' ~ W W. CL U) aw<w Q�zO Z Q q �i O� �W�Z uLaz� i August 25. 2005 �z 0 � fu oc SHIfT 2 9 13 P1-6 P1-6 4x1U y 4x8 4x8 ' to m X CL N N �y ; :IF- CS16 -R 1 3/4" x 91/2" h PSL Rim Joist 3 1/2" x 9112" PS ' us 17 � Hanger 12 Typ 'o m 0 is o 2x4 c � V-' /(2) o a ' CS 16-R c v 4x8 _ P1-3 -- c - - -- ------------------------ - - - - -- - - - -- STHD14 11 Typ HU 410 91/ PSL Ha rs I {Flush) 1 4 (2) 2x4 ; t ITT Hangers ' I o �' v� �' Typ ; 1 � _ I O 00 _ r- 40 Double oist ; (3) 2x6 CS16 -R 51/8' x 161/2" GL - -- ----- - - - - -- - -- as V C) : m - Ir or w o „ ' m 40 1 lx ';r � ca 2X6 RaRers Q X, N Ole U �.r -24" O.C. ' - - - - - - - - - - J J x12 Extends 3 .o to a - - - - -- 0 •.A - STHD14 P2. - - - - - - -- 4 Typ 6'-0' .4 °b — � � � ~ om Nw 49 4 0 H T A B D I KB KD BAR "a" BAR"b' 3 ' 8' 4" 1 10' -- -- #4@188 0) C) W W F— co J - 11, Z oc C) 4' 8" 1'-0" 1'-8' 12" 12" 4" #4@180 oc 5' W 1'46' 1'48" 12" 12" 10" *4 oc w V 8" 7-4' 1'48" 12" 12" 15" #4 014' oc r 8" 3'-0" 1 12" 12" 21' #4@9' oc 8' 8" 4'-0" 1'4r 12" 120 26' o @e" o 17 @ W Cf) �— Q Z I— H 9' 10" 5'-0" 2' -' 15" 16" 26" 11 05@15' Cf) J oc OC 10' 10" 5'-0" 2'-4" 15' 16" 33' 9" 12" ,J W 90 OC OC 11' 12' V-(r 7-4" 16" 18" 3r 16' 12" D w OC OTC 12 12" 6'-0" 2'-4" 16" 18" 43" 12" 10" OC OC CPU MAR -ftA" KlAV 2*4 MIN `- OiJTR1CGM s MAX Oc HOi�z . 3-ft VERT_ ALT I MOW @ 90T.j r t =w NK 4 scoNC.wiu 10d TOEi"& @ roc 2X6 BLK"G W/ A23 CLIP EA END PLAN /'-- as M-c — a�ra,K ewresrc a +e� wuc oc was r-oR ua. 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