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Permit D06-129 - Denali Properties - Lot 6
DENALI PROPERTIES LOT 6 14424 48 PL S D06 -129 Tenant: Name: Address: Owner: Name: Address: City of Titkwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000513 Address: 14424 48 PL S TUKW Suite No: DENALI PROPERTIES, LOT 6 14424 48 PL S, TUKW ILA WA DENALI PROPERITES LLC PO BOX 1845, BELLEVUE WA, Contact Person: Name: DARREN LUDWIGSEN Address: PO BOX 1845, BELLEVUE WA, Contractor: Name: OWNER AFFIDAVIT - EDDIE GEORGE Address: Contractor License No: DESCRIPTION OF WORK: CONSTRUCTION OF 2590 SF SINGLE FAMILY RESIDENCE WITH 389 SF ATTACHED GARAGE ON LOT 6 OF TUKW ILA SHORT PLAT. PROPERTY IS ON WD #125 WATER & VALVUE SEWER. PUBLIC WORKS ACTIVITIES INCLUDE: temporary and permanent erosion control, storm drainage access driveway and land altering. Value of Construction: $241,293.72 Type of Fire Protection: NONE Type of Construction: V -B Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: doc: Devperm N N N Y N N N N Y N N N DEVELOPMENT PERMIT Number: 0 Start Time: Volumes: Cut Start Time: Private: Profit: N Private: ** Continued Next Page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: Phone: Phone: 425 424 -1266 Phone: Public: Non - Profit: N Public: Fees Collected: $5,396.00 Uniform Building Code Edition: Occupancy per UBC: 22 Size (Inches): 0 End Time: 58 c.y. Fill 78 c.y. End Time: D06 -129 09/08/2006 01/29/2008 D06 -129 Printed: 09 -12 -2007 Permit Center Authorized Signature: Print Name: tThaRiLia5 doc: Devperm City of ltkwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ` --12/vw\ Date: 9 — Ia - 07 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructii000 e performance of work. I am authorized to sign and obtain this development permit. Signature: .!�9lAra e Date: 9a/2' ' 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. D06 -129 Printed: 09 -12 -2007 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000513 Address: 14424 48 PL S TUKW Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: DENALI PROPERTIES, LOT 6 14424 48 PL S, TUKWILA WA DENALI PROPERITES LLC PO BOX 1845, BELLEVUE WA, DARREN LUDWIGSEN Address' PO BOX 1845, BELLEVUE WA, Contractor: Name: OWNER AFFIDAVIT - EDDIE GEORGE Address Contractor License No: DESCRIPTION OF WORK: CONSTRUCTION OF 2590 SF SINGLE FAMILY RESIDENCE WITH 389 SF ATTACHED GARAGE ON LOT 6 OF TUKWILA SHORT PLAT. PROPERTY IS ON WD #125 WATER & VALVUE SEWER. PUBLIC WORKS ACTIVITIES INCLUDE: temporary and permanent erosion control, storm drainage, access driveway and land altering. Value of Construction: $241,293.72 Type of Fire Protection: NONE Type of Construction: V -B Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: doc: Devperm N N N Y N N N N Y N N N DEVELOPMENT PERMIT Number: 0 Start Time: Volumes: Cut Start Time: Private: Profit: N Private: ** Continued Next Page " Permit Number: Issue Date: Permit Expires On: Expiration Date: Phone: Phone: 425 424 -1266 Phone: Size (Inches): 0 End Time: 58 c.y. Fill 78 c.y. End Time: Public: Non - Profit: N Public: 006 -129 09/08/2006 03/0712007 Fees Collected: $5,103.75 Uniform Building Code Edition: Occupancy per UBC: 22 D06 -129 Printed: 09 -08 -2006 Permit Center Authorized Signature I hereby certify that I have read an ordinances governing this work will The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: 9 / k( `p Print Name: ErCV1,& This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 • Date: 01 10$ ine a th - permit and know the same to be true and correct. All provisions of law and mpli =. ith, whether specified herein or not. D06 -129 Printed: 09 -08 -2006 Parcel No.: 0040000513 Permit Number: D06 -129 Address 14424 48 PL S TUKW Status: ISSUED Suite No: Applied Date: 04/12/2006 Tenant: DENALI PROPERTIES, LOT 6 Issue Date: 09/08/2006 1: 2: ***BUILDING DEPARTMENT CONDITIONS*** 3: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 4: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 5: 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. 6: 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. 7: 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. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. PERMIT CONDITIONS 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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. 13: 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. 14: 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. 15: 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. 16: 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 doe: Conditions 006 -129 Printed: 09 -12 -2007 distance of 4- inches shall be maintained above the controls with the strapping. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 -431- 3670). 19: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: ** *FIRE DEPARTMENT CONDITIONS * ** 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 22: Adequate ground ladder access to rescue windows shall be provided. 23: Maximum grade for all projects is 15 %. 24: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 25: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 27: PUBLIC WORKS The applicant must notify the City Utility Inspector at (206)433 -0179 OR (206)571 -6321 CELL minimum 48 hours in advance to schedule a pre - constructiom meeting at the site. 28: Contractor shall notify Public Works Utility Inspector Mr Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. All inspection requests shall be made minimum 24 hours in advance. 29: Contractor shall follow all conditions & recommendations of S & EE August 3, 2000 Geotechnical Investigation Report and Earth Consultants, Inc. April 28, 2006 Construction feasibility for proposed single family residence. Due to soil conditions roof downspouts and foundation drains shall be tightlined and connected into the existing storm drainage system in 48th Place South. 30: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 31: 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. 32: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 33: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around doc: Conditions 006-129 Printed: 09 -12 -2007 hauling route (No flushing allowed) and your work zone. Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 34: Any material spilled onto any street shall be cleaned up immediately. 35: Clean and remove debris from City catch basin in and around hauling routes and your work zone. Provide adequate temporary access as not to interfere with other vehicle movement or cause trucks to travel over curbs. 36: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 37: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 38: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 39: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 40: 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'. 41: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 42: Applicant shall obtain a sanitary sewer permit from ValVue Sewer District at (206)242 -3236 and domestic water meter from Water District #125 at (206)242 -9547. 43: Sump pump installation shall require an electrical inspection as part of the building electrical permit. 44: Prior to final permit sign -off applicant shall record with King County Recorder's Office Notice to Title Document for On -Site Pumped Storm Drainage System. doc: Conditions **continued on next page" 0013 -129 Printed: 09 -12 -2007 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: doc: Conditions Print Name: AnT S �Rr Date: 9 /7- 7 D06 -129 Printed: 09 -12 -2007 City c 'Tukwila Parcel No.: 0040000513 Address: 14424 48 PL S TUKW Suite No: Tenant: DENALI PROPERTIES, LOT 6 1: ***BUILDING DEPARTMENT CONDITIONS*** doc: Conditions Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us PERMIT CONDITIONS Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -129 Status: ISSUED Applied Date: 04/12/2006 Issue Date: 09/08/2006 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: 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. 12: 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. 13: 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. 14: 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. 15: 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 D06 -129 Printed: 09 -08 -2006 City Or/Tukwila 19: ** *FIRE DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ct.tukwila.wa.us distance of 4 inches shall be maintained above the controls with the strapping. Steven M. Mullet, Mayor Steve Lancaster, Director 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: 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). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: Adequate ground ladder access to rescue windows shall be provided. 22: Maximum grade for all projects is 15 %. 23: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 24: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 26: PUBLIC WORKS The applicant must notify the City Utility Inspector at (206)433 -0179 OR (206)571 -6321 CELL minimum 48 hours in advance to schedule a pre - constructiom meeting at the site. 27: Contractor shall notify Public Works Utility Inspector Mr Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. All inspection requests shall be made minimum 24 hours in advance. 28: Contractor shall follow all conditions & recommendations of S & EE August 3, 2000 Geotechnical Investigation Report and Earth Consultants, Inc. April 28, 2006 Construction feasibility for proposed single family residence. Due to soil conditions roof downspouts and foundation drains shall be tightlined and connected into the existing storm drainage system in 48th Place South. 29: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 30: 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. 31: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. doc: Conditions 006 -129 Printed: 09 -08 -2006 City orTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us 32: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed) and your work zone. Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 33: Any material spilled onto any street shall be cleaned up immediately. Steven M. Mullet, Mayor Steve Lancaster, Director 34: Clean and remove debris from City catch basin in and around hauling routes and your work zone. Provide adequate temporary access as not to interfere with other vehicle movement or cause trucks to travel over curbs. 35: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 36: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and Immediately before, during and following storms. 37: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 38: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 39: 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'. 40: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 41: Applicant shall obtain a sanitary sewer permit from ValVue Sewer District at (206)242 -3236 and domestic water meter from Water District #125 at (206)242 -9547. doc: Conditions "continued on next page** D06 -129 Printed: 09 -08 -2006 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: r ,a e \.n nt doc: Conditions City .Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Date: 1 18 b D06 -129 Printed: 09 -08 -2006 Site Address: Tenant Name: CITY OF TUKWILA Community Development Department Public Works Department Pennit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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.:AnWic Od � l Ars fit. sax f 4 Lim Suite Number: Floor: ��,p New Tenant: ❑ Yes ❑..No Property Owners N me f NicL- - K� t� 1 � 3' r � �� Mailing Address: � ct i qti� City CONTACT PERSON Name: pip\t“t W �,, DW1G a ( DaayTelephone:Ag e 4 2A - IL Mailing Address: 04 VA ��r P , `DE krik G \t A1��) rye,\ �Qap/�Q�y� t4 City *�► - Smte I� Zip E -Mail Address: Dq �I&nQue s" "� a Ca b Fax Number:4[.J Qa" 121 GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: F . ��� Li Mailing Address: .e t MC Contact Person: SW■E Company Name: N t Mailing Address: ECiJS $ 5 I Contact Person: Ian S! Company Name: Y i C#SQ rittri Mist Mailing Address: i� Iv1 E2 -! 1��tyyaf''r; A Contact Person: M� l� l `CF+JU- E -Mail Address: gltpamib ylmta dunge,tpetmit application ( 7-2 R 04 ) Revised: 68-05 M Page 1 Building Permit No. Mechanic Permit No. Project No. tV(o t21 MCI -b1-1- rmitN). yfro(Q- (For office use only) to"" State Zip ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record E -Mail Address: Fax Number: WA a State Zip ca Day Telephone: E -Mail Address: r� �,�tt� Fax Number: Contractor Registration Number: ✓ ^(� ,A� L.1" Expiration Date: hIIC 1 * *An original or notarized copy of current Washington State Contractor License must be presented at the i me of permit issuance** \ teSUl ' "%au - City State Zip Day Telephone: 4 �41 t Ar- 4t1- t sss RED bs ° I3 City state Zip St 1 Day Telephone:A 141' ISD Fax Number:Alt 4i Ple ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Existing Building / Valuation: Scope of Work (please provide detailed information): SIAM FAMILY 1 0 1 5A1\ Cit+ Zglo C if Will there be new rack storage? ❑ ..Yes �..No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: /A� ,r Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) �'1�-� 4 4 4 *For an Accessory dwelling, provide the following: Lot Area (sq ft): C665 Floor area of principal dwelling:I 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: N4tt Compact: Nit Handicap:14k Will there be a change in use? ❑ ....Yes ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers 0 ..Automatic Fire Alarm .None ❑ ..Other(specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Materia Safety Data Sheets. yt\pam a dmticc donee \Permit appliwion ( 7-2004 ) Revised: 6-05 Page 2 bk Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 1 1, 1 1 4 1 2° Floor C� F'� 1 J 3'" Floor Floors % thru 4 a_ Basement Accessory Structure* Attached Garage %E G 1 Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Existing Building / Valuation: Scope of Work (please provide detailed information): SIAM FAMILY 1 0 1 5A1\ Cit+ Zglo C if Will there be new rack storage? ❑ ..Yes �..No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: /A� ,r Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) �'1�-� 4 4 4 *For an Accessory dwelling, provide the following: Lot Area (sq ft): C665 Floor area of principal dwelling:I 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: N4tt Compact: Nit Handicap:14k Will there be a change in use? ❑ ....Yes ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers 0 ..Automatic Fire Alarm .None ❑ ..Other(specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Materia Safety Data Sheets. yt\pam a dmticc donee \Permit appliwion ( 7-2004 ) Revised: 6-05 Page 2 bk Sanitary Side Sewer ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): S`tA'f -G so 41 C& t)t 1 a EsLi- - Au--�- 6 4 3 —arrt4 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Wa District ...Tukwila ❑...Water District #125 0 Highline ❑ ...Water Availability Provided Sewer District ...Tukwila ❑... ValVue ❑ .. 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. Submitted with Application (mark boxes which applv): ❑ ...Civil Plans (Maximum Paper Size - 22" x34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill - cubic yards ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water X ...Pernanent Water Meter Size.. ❑...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public_ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: -IJ E ES U '- Mailing Address: Clk W.AS Day Telephone: Air - 4 f1a 1rAt 9taftat% City State Zip Water Meter Refimd/Billing: c, Name: ith* Day Telephone: Mailing Address: City State Zip q \tpetnub plusia di.ngoWennit application (7 -2004) Revised'. 6-8.05 bh Call before you Dig: 1-800-424-5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO# WO# WO# Private Private ❑ .. Work in Flood Zone .. Storm Drainage Page 3 ❑ .. Renton ❑ .. Right-of-way Use - Profit for Tess than 72 hours ❑ .. Right-of-way Use - Potential Disturbance ❑ ...Traffic Impact Analysis ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation A... Utility Undergrounding ❑ .. .Deduct Water Meter Size :Volt type: = - .. Qty" : Unit Type:° _ = �_. :Qty ;Unit Type: Qty- . Boiler/ � AUiptcssor: Qt Furnace<100 BTU i Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct �t `1 Thermostat ` 15 -30 HP /1,000,000 BTU Stupended/WalllFloor Mounted Heater Ventilation System Wood/Gas Stove 1 30-50 HP /1,750,000 BTU Appliance Vent 1. Hood and Duct Water Heater 1 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECHANICAL CONTRACTOR INFORMATION Company Name: CDC- \At: t a Mailing Address: j \ O 16 L Contact Person: CC"lMV-rn E -Mail Address: Contractor Registration Number: City State Zip Day Telephone: Fax Number: Expiration Date: itii� iirtiVe:Ns_ Valuation of Project (contractor's bid price): S ':' 1 Scope of Work (please provide detailed information): M L= Q FIS\ CAL 1^ I� , qN 1\ 4 74) N Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Q:Uppliatiemffmm.-Appltatiau On Li,mU -2006 - Pmmit Appliation doc Revised: 4-2006 W Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty...Fixture Type: QtY Bathtub or combination bath/shower ` Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic 1 Floor drain Sinks (O Dental unit, cuspidor Shower, single head trap \ Urinals Dishwasher, domestic, with independent drain I Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Additional medical gas inlets/outlets — six or more PLUMBING AND GAS V L GAS PJ C NTRACTOR IN Company Name: N bh N ` N`Er Mailing Address: A Contact Person: C 3 Rri 8 E-Mail Address: Fax Number: Contractor Registration Number: MQ�y�v w ��°e city Day TelephonesL v (3 Expiration Date: Valuation of Project (contractor's bid price): $ 1ga �� '�pQ ' `u � 1 /� Scope of Work (please provide detailed information): P -1 PfsI V - t Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: QMpplktliaes Fomu•ApplkNbm On Line■•2006 - honk Appliatioe.doe Revised: 4-2006 bh Page 5 of 6 Value of Construction - In all cases, a value of construction amount should be entered by the applica This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Signature: Print Name: Mailing Address: f Date Application Accepted: AUTHORIZED AGENT: Q:MpptiminnsWmme- APWiodone on Liew 3.2066 - Permit AppPution.doe Revised: 43106 N Date: 4(12- I 6 6 Day Telephone: 41- "I 1 .. _ 14.612S / I C k�'( city State Zip r I Date Application Expires: 1oli4 i Staff Initials: Page 6 of 6 • Payee: DENALI PROPERTIES TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PW ADDL INSPECTION FEE PW ADDL PERMIT /INSP FEE 000/342.400 000/342.400 RECEIPT Parcel No.: 0040000513 Permit Number: D06-129 Address: 14424 48 PL S TUKW Status: ISSUED Suite No: Applied Date: 04 /12/2006 Applicant: DENALI PROPERTIES, LOT 6 Issue Date: 09/08/2006 Receipt No.: R07 -01948 Payment Amount: $60.25 Initials: WER Payment Date: 09/12/2007 09:15 AM User ID: 1655 Balance: $0.00 Amount Payment Check 2035 60.25 Account Code Current Pmte 47.00 13.25 Total: $60.25 2692 09/12 9710 TOTA!. 60.25 doc: Receipt -06 Printed: 09-12-2007 Parcel No.: Address: Suite No: Applicant: Receipt No.: R07 -01947 Initials: WER User ID: 1655 Payee: 0040000513 14424 48 PL S TUKW DENALI PROPERTIES City of Tukwila TRANSACTION LIST: Type Method Description Payment ACCOUNT ITEM LIST: Description PLAN CHECK - RES 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 DENALI PROPERTIES, LOT 6 Check 2034 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Amount 58.00 Account Code Current Pmts 000/345.830 Payment Date: 09/12/2007 09:15 AM Balance: $60.25 58.00 Total: $58.00 D06 -129 ISSUED 04/12/2006 09/08/2006 2691 09/12 9710 TOTAL 58.00 doc: Receipt -06 Printed: 09 -12 -2007 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000513 Permit Number: D06 -129 Address' 14424 48 PL S TUKW Status: ISSUED Suite No: Applied Date: 04/12/2006 Applicant: DENALI PROPERTIES, LOT 6 Issue Date: 09/08/2006 Receipt No.: R06 -01703 Payment Amount: 58.00 Initials: BLH Payment Date: 10/24/2006 12:37 PM User ID: ADMIN Balance: 50.00 Payee: DENALI PROPERTIES LLC TRANSACTION LIST: Type Method Description Amount RECEIPT Payment Check 1795 58.00 ACCOUNT ITEM LIST: Description Current Pmts BUILDING INVESTIGATION Account Code 000/322.800 58.00 Total: 58.00 1085 10/24 9716 TOTAL 58.00 doc: Receipt Printed: 10-24 -2006 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000513 Permit Number: D06 -129 Address: 14424 48 PL S TUKW Status: ISSUED Suite No: Applied Date: 04/12/2006 Applicant: DENALI PROPERTIES, LOT 6 Issue Date: 09/08/2006 Receipt No.: R06 -01640 Payment Amount: 116.00 Initials: LAW Payment Date: 10/16/2006 09:26 AM User ID: 1632 Balance: $0.00 Payee: DENALI PROPERTIES LLC TRANSACTION LIST: Type Method Description Amount RECEIPT Payment Check 1794 116.00 ACCOUNT ITEM LIST: Description Current Pmts BUILDING INVESTIGATION Account Code 000/322.800 116.00 Total: 116.00 0793 10/16 9710 TOTAL 116.00 doc: Receipt Printed: 10 -16 -2006 r of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000513 Permit Number: D06 -129 Address: 14424 48 PL S TUKW Status: APPROVED Suite No: Applied Date: 04/12/2006 Applicant: DENALI PROPERTIES, LOT 6 Issue Date: Receipt No.: R06 -01404 Payment Amount: 3,335.90 Initials: JEM Payment Date: 09/08/200610:39 AM User ID: 1165 Balance: $0.00 Payee: DENALI PROPERTIES LLC TRANSACTION LIST: Type Method Description Amount RECEIPT Payment Check 1779 3,335.90 ACCOUNT ITEM UST: Description Current Pmts BUILDING - RES PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES Account Code 000/322.100 000/342.400 000/345.830 000/342.400 000/386.904 104.367.120 2,217.46 13.50 23.50 53.00 4.50 1,023.94 Total: 3,335.90 9436 09/08 9710 TOTAL 3335.90 doe: Receipt Printed: 09 -08 -2006 RECEIPT NO: R06 -00495 Initials: )EM Payment Date: 04 /12/2006 User ID: 1165 Total Payment:3,396.91 Payee: DENALI PROPERTIES LLC SET ID: S000000467 SET TRANSACTIONS: Set Member 1,767.85 D06 -130 1,443.06 M06 -077 41.00 M06 -078 41.00 PG06 -004 54.50 PG06 -005 49.50 TOTAL: 3,396.91 TRANSACTION LIST: Type Method Description Amount Payment check 1765 3,396.91 TOTAL: 3,396.91 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW PLAN REVIEW 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 Amount SET RECEIPT SET NAME: DENAU PROPERTIES Account Code Current Pmts 000/345.830 2,743.91 000/322.100 500.00 000/342.400 47.00 000/345.830 106.00 TOTAL: 3,396.91 4493 04/13 9710 TOTAL 3396.91 Prgl /J FiIR /; Reop Type of Inspection: c/ /t/4 / wardress: /5/VL ye PL S Date Called: Special Instructions: Date Wanted: /-- '] Ca.Tii', — G 7 P.m. Requester: Phone No: '/.25- 2 V‘ 5 � INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION \ig.- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. DI Corrections required prior to approval. COMMENTS: 790rmi7 Q /yic /t 1Ano/ Date: 7— d"7 0 •`i REINSPECTION FE REQUI*ED. Prior o inspection. fee must be at 6300 Southcenter Bl ., Suite 100. Call the schedule reinspection. (Receipt No.: !Date: Gad - /z PERMIT NO. ...... ,«.,.. COMMENTS: F100 £ -"sew n tNS. tJ %N5,..c Z z/ eot A, l+ ?P/f/e � Cree, /ivsp.el.va.. - 2441.1- A/1) 4 (/ ? /z,.,,6" 5 4 w, h4/,mot/ ' ots h_.< /gul G 6// /, • el 4 4'/ - /4✓,G L#!-n / /cr ler -- (7.9 ;t. j /S /nf /n ia'I,. i/ 9reg ! t9N nri /e4SA. S A:an-I "ydr,' /r9 ifon i / AOrrr,o /e /t' ,, %Ams 1n.?->n S mot Project: J Piopot� / T e f Inspection_ F /,v9 r Address: 9 4- //?Z S Date Called: Special Instructions: . S Date Wante /— -O7 Q� P.m. Requester: Phone No: VL5 -2 -22/ INSPECTION RECORD Retain a copy with permit 1306 -/2 S PERMIT NO � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. Ezi Corrections required prior to approval. Receipt No.: .00 REINSPECTION FED REQUIRED. Prior o inspection. fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Date: 1- 3 - tf? (Date: COMMENTS: // Sh / 7 S4.4 41 C. ) / l A 011 ,01 -- / — 7 /t e /4�//1 flea nc 7 n- .7 l Ili, 1S Pnxe ,0 S /OI, / rrs be ° /.oq�,r. FAr 4 40 f r * s o // ,.., h�A;...a i /p�/r / r -'J --e° p as l ) ', r Prov -r F i , /.nn i f 0 / r� lip PT t ✓ral. a t/ �'OhnPa 76a / v- '/; f" 7Tf L i LAr / /N S ;h) r'P / / 5 .e 11;t4, ' 2 h �ir,� c -S r r nwi "le , o/ G .Pr l ref /7r/ /� d P/�o/M ' / / r4 1 /� /cr / --, /I Project: Project: h� l 0 /C �! Type of Inspection: w �,4 Add ss: /` /2H - Y4 /t S Date tailed: Special Instructions: ` Date Wanted: Y a.rryt ` Requester: Phone No: �f 2_ r 2 c -22-/C INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. 206)431 -3670 Correction required prior to approval. iiiiproac 008.00 REIN ,° C11DN FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Date9 /y. ©7 'Receipt No.; (Date: Proje . 174 / �t ' y Type of Inspect i A dre : of 1 Da a Calle Special Instructions: Date Wante - �7 . ) 2.6 p.m. Requester: Phone No 4S-- 7C< -G79 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD �' Y " 1 C Retain a copy with permit I /2" PER i 4 06)431 -36x0 El Corrections required prior to approval. COMMENTS: � 7 tln'o. c�4w $58.00 REINSPECTION FOE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project:en / -U1 7 • " ° 4 Type of Inspection: So I 2 I- !E /.. /4:0 Address: I yyzit-1(RP/ 1 Date Called: Special Instructions: Date Wanted: a.m. 312- 0 7 Requester: Phone No yzs 47s INSPECTION RECORD Retain a copy with permit ON N INSPE O. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 1 -3670 pproved per applicable codes. El Corrections required prior to approval. $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: `Date: Project: I) Type Fti 4 4; Aft - of Inspection: w0,111fivel4 /civil.". Date Called: Add / s Lf24/ y8 PL C ) Special Instructions: Date Wanted: 3` 7 —f — (a.ni. 7 / Requester: Phone No: t ,Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: I Actor: (Date: 3 -"") -0`7 58.00 REINSPECTI0 FEE REQUIREfd. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: .` Pr ect: FAI4 Plop• Type of Inspection: &/A II INS, A d ress: I4 tie Pt S Date Called: Special Instructions: Date Wanted: 7 -7 - a.m. Requester: Phone No: i f75 - - 7 66 - G " v p, INSPECTION NO. S ppproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 • )431.36 Corrections required prior to approval. COMMENTS: Date: 7 8.00 REINSPECTIO FEE REQUIRED.yf'or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 00. Call to sechedule reinspection. Receipt No.: Date: Proje /�f A L,' deo, .- Type of spe nom�: / D (' P i /i n/ 5 / Address: iyvz «P, Pt r Date Called: Special Instructions: Date Wanted: Taxi: j 7 O `1 p.m Requester: Phone No: 9, - 7‘.4 . 4 7 v ,r, v proved per applicable codes. D Corrections required prior to approval. O MENTS: A �/ t �r Li vrl L1/4 r(c, O,0 L -- Y( /.we Inspe• or: 16.4 ___ ... . . Date: 3 - 7— d 7 INSPECTION RECORD Retain a copy with permit INSPE ON NO. CITY • F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Rl'ceipt No.: Date: 5 8.00 REINSPECTION FEEIREQUIRED. r to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Project: I� CNb'L/ / -1 �e7 i ( Type of Inspection: / tree lls! irl% e A dress: / ge /2 Se the) /'t- S Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 425 - 2 4. - G74/f; INSPECTION RECORD Retain a copy with permit INSPECT: NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - Approved per applicable codes. QCorrections required prior to approval. COMMENTS: nspec . r: !Date: 3- L b8.00 REINSPECTION F1EE REQUIRED. Pltor to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 1 0. Call to sechedule reinspection. Receipt No.: 'Date: COMMENTS: N �n� I/5 ! de vet- S l.dv utJ/ _6 (p,c V 1 / fd / is; - { e , 1 e r( nor in / I I (3 oe JC W be 4•G4 tO APii€.,u(l `lin) _F) Inv Ili ^'5 (Al it 1) c., rp l»( ft f/ T r : a 4 ni, "74 ry a T- l't1Ai£ 0 K - re) nig ) !Geri'' 0 Approved per applicable codes. INSPE ION NO. INSPECTION RECORD Retain a' copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 iy Corrections required prior to approval. Date: 3 — v_7 REINSPECTION FEE/REQUIRED. P,r'for to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: PER T Project: / 1:&/4L -/ /*aPlie7it5 Type of Inspection: 6 4 -F2i%/G Address: / '/e, »z 5 Date Called: Special Instructions: Date Wanted: 3— / ^ 0 a.m m Requester: Phone No: 4/2 5 - 76Z -6 2 V8' INSPECTION RECORD Retain a copy with permit 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMI`NTS: I ,. iA IDat¢;_ t) .00 REINSPECTION FEE REQUIRED. Pribr to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Approved per applicable codes. El Corrections required prior to approval. (206)431-3 Project: /� (/ / il? ", // . G(// N / Typeof Inspection: t//G, ,S6 titer Addres . iraii % Rs Date Called: Special Instructions: Date Wanted: �,,,� / `-3W p.m. Requester: Phone No: y/ �` 7 ZS-- xG -62vA INSPECTION RECORD Retain a copy with permit INSPECTION N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 PE 06)43136 0 per applicable codes. 0 Corrections required prior to approval. COMMENTS: en y Inspector: Date: 742 ri $58.00 REINSP ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: _ ic'�c//942 A? 0 OFR Till Type of inspegction: — 54,4iw9// �. Address: /yW/z V y g PL S Date Called: Special Instructions: Date Wanted: / -Zy -d7 a.m Requester: Phone No: 9z5 7GG -(.., 7V/ Ill INSPECTION NO. , INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I)OG- /ZS Approved per applicable codes. €1Lorrections required prior to approval. COMMENTS: it/aT /2e4dY Date; 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee ust be at 6300 Southcenter Blvd., Suite 100. Cal to sechedule reinspection. Rece(pt No.: !Date: Project: / ' DVAt7 P,�D r Type of Inspection: �f A./.9N 6 _5 /•v t Address: /yv2 ye At 5 Date Called: / Special Instructions: Date Wanted: / -07 �a p.m. Requester: Phone No: g.25 76 - L 7Ve INSPECTION RECORD Retain a copy with permit INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. COMMENTS: .00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: PER ( 0•)431.397 151 Corrections required prior to approval. Project: eA/AL7 > J+ ?Q�"Q Type of Ins ,�c1�t Sljr /MI Address: /9yzy « AG S Date Called: � Special Instructions: Date Wanted: / / -O 7 �•m% p.m. Requester: Phone No: '/ZS- 26G -67yL INSPECTION RECORD Retain a copy with permit INS' Sfl! NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I i4 Approverrer applicable codes. Corrections required prior to approval. COMMENTS: I . Date: / .00 REINSPECT ION EE REQUIRED. P o to inspection, fee must be id at 6300 Southcenter Blvd., Suite Call to sechedule reinspection. Receipt No.: Date: Project: Aesit'ga Jorietnc S Type of Inspection: C e Address: /4/2si yPPLS Date Called: Special Instructions: .9-i/ Date Wan ted: , Requester: Phone No: Vi s _ �GY S 6 CO INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 L -/zS CONNNENTS: Approved per applicable codes. 0 Corrections required prior to approval. $58.Ob-it INSPECTIO► REQUIRED. Prior to inspection, fee must be paid at 6300 Southcentdf Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Proj -, 1, /10 6 Type of Inspection: \.._. vdy IC,f'/ .w Addres � »c , i„ evs, Date Called: Sp ecial Instructions: 0,(&34 -0/ Date Wanted: c J �7 !/ Requester: Phone No: u 1/45 A COMMENT ��� �3,5 ~ S /� .......4.4, ?:.) / 2 2- - »c , i„ evs, 7 2 I.-4r/1 -1 , 3 -flc/ / ) / /' /4 > A j 1 ZZ..c.- !s.., 6,0 s. t 1 �J /1 / / r4'-' e r,1t'- /S•//s •i �-4 Nip / /.h{ A-7 540'sfZetee "-' .c l�f.(e 'E— s) 7 e /�/s "s z.ft-.r Qfy (,4 a e<e- _ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECT •N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2' •)431 -3Q7 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. Receipt No.: !Date: Project: be ALr` Type of Ins ection; 1 � -/ "vi ,) 01,',v A i re_tt4 9 8 11 S Date Called: Special Instructi ns: Date Wanted: - 2.- t/ _ O c a.m. Requester: t1r Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 00 REINSPECTION FEE EQUIRED. Pri�to inspection, fee must be Id at 6300 Southcenter 8 vd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Proje / "./ A codes. Corrections Type of Inspection: 2e7 `i . -/ fN5r Sze/ Addr/ s: 91 92 ept 4. E *nJc -r2 UPSdtlt, t Date ca ed: Special Instructs Wa p S Io.5<d J Date Wanted: a.m. // - -�, /- Requester: FeAl Phone No: A'6 -zzi5_ ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: pA 4. E *nJc -r2 UPSdtlt, t ,a 6u,,rs foul iii 4'crb.. — Anita/ • Inspec •r: Date: o6. 8.00 REINSPECTIO FEE RED !RED. Prior to inspection; fee must be INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Rel eipt No.: INSPECTION RECORD Retain a copy with permit d., Date: • Project: 1) FNA4 r fri?oP. C. Type of Inspection: v P fI 07,Akv,, /iJV , /in /7 Address: / 4 7 /4 i2 4 ( 4'8 Pt 5 Date Called: Special Instructions: L ficide, s i.✓ prone /'nom 1 Date Wanted: /d - Z $ - O (-- (a. ... p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 COMMENTS: INSPECTION RECORD Retain a copy with permit Doc-/2 Approved per applicable codes. El Corrections required prior to approval. or: (Date: k( )b 7A--v(. $ f 00 REINSPECTIbN FEE REQUIRED. Prior to inspection, fee must be pd at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. U( " AM , t 1/N" "" 4.A.) C (Receipt No.: 'Date: • . COMMENTS: Type of Inspection: V / enwe-14 I eve 1/ / 0 f iAr4 b rXTr /OYti /Ai f.--- T () / /V s i t ei 7 1 S ?if el , ! L (/ %v..r t s Special Instructions: fi Mt/ s, eet/. ), .v .Let Mitr Ca•m.- P.m. Requester: Phone No: 9 s496 V - sG 5' v . Project: 44E'4/AL.7 R104 F C Type of Inspection: V / enwe-14 I eve 1/ / Address: Date Called: Special Instructions: Date Wanted: - /0 —.2 4' O ( Ca•m.- P.m. Requester: Phone No: 9 s496 V - sG 5' v INSPjCTI0N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2C 31.3670 Approved per applicable codes. tot: INSPECTION RECORD Retain a copy with permit y,llCorrections required prior to approval. Date: U AL - I - t /PA . /V — 7 `( --1'b ( } F � . [ , � , pri 18.00 REINSPECTIOMFEE REQUIRED. -or to inspection, fee must be "— paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: prAject: 09.ti proporiiies Type of lwection: 4\ i*e• -etc /,7c% Address: , / 3/45 Pt 5 Date Called: Special Instructions: Date Wanted: AO •"/ 4 - o 6, Requester: Phone No: ra 5 -2 Ye - 0702P5 [91 per applicable codes. Corrections required prior to approval. COMMENTS: 4 2 /2 evietile 17:Ncp.glei n ...- Inspec o : IDate: I / 0 -- a — 4 ,6 1 jtJ iNsnefloh NO. CITY OF TUKWILA BUILDING DIVISION 8.00 REINSPECTION EE REQU aid at 6300 Southcente Blvd., INSPECTION RECORD Retain .a copy with permit PERMIT NO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 0 . Prior to inspection, fee must be te 100. Call to sechedule reinspection. Re eipt No.: 'Date: Win Project: 1_,)FA69 Z.Z PROPFR7X.) Type of Inspection: • /C Address ; _ /9 9 * P' S Date Called: Special Instructions: ..; Date Wanted: g Requester: err Phone No: i 5 .2 l ava -.2..e? /5 INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 S Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Gert07€4 - "weave, to eceipt No.: IDate: $58.00 REINSPECT* FEE REQU ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: V A COMMENTS: (it //071/7 i? A( cL 7,2A re id, 7 " P , I /772/1/ / ,tfs '9r// -4 ✓ tJ ji ran) A o �,eiv/ ,i/+W55 lo /JOe/ /� yy 007(in /j IoI12jc10 v R IA/S er-41) i' ,, r° ,./57 /cc 4 Special Instructions: Requester: Phone No: _ 1 42c 2L, 0215 Project: Type of Inspection: ' Y' 1' s Address: WL yl) Pi S Date Called: Date Wanted: IoI12jc10 v VD 4 Special Instructions: Requester: Phone No: _ 1 42c 2L, 0215 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. 58.00 REINSPECTIDN FEE REQUptED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Rece pt No.: Date: / /o / .I / L Date: 0 Corrections required prior to approval. COMMENTS: 0 atith c /J✓ ..2 2 A Tee (,vi 7 - )../ A t i 4/1:4-5 p 17/ r , >t'q r,v , c.c./ fl r n✓ /1 1 X. r0 / - 2 76 - Vat 4'l 6'55 ro /icy P roc/7,v - Date Called: 1 i IT Di, Ri'N5 ? 7ra' 7- 7 nJ A-e t' Z Date Wanted: 10' 1s $ Requester: pavvitn Phone No: i 4 1 - C S - 2 '4t& 215 Project: `` _ Type of Inspection: r' ti Address:) � i v PI Date Called: 1 i IT Di, Special Instructions: Date Wanted: 10' 1s $ Requester: pavvitn Phone No: i 4 1 - C S - 2 '4t& 215 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 Approved per applicable codes. Da IV Corrections required prior to approval. Insp Date: /o 3/% r . tc. / ii / ten cs A / / .00 REINSPECTS FEE REQUIRED/Prior to inspection, fee must be • id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: " Project VAn Type of Inspection: 9L Ad d (mili 1 0 PI S.- Date Called: I 4 ?) Special Instructions: .. ,.-- Date WantecE a.m. P.m. Requester: ..‘ Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit No - 121 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 117 542}tC ihitn) relte9tRi4 -CUACi r ti reA" It V / g 6- ‘ a l -6,41‘41 it Av GM (Date: $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: rate: COMMENTS: ' /a ( c /v7 fwY ^�, -e./ / J j /c (I44 . ress: I _ i• f ) /(LAS? (x.oe rte. ijaaJ j 6 ) ( ft 76 � 466, / A f I l,Urh / i ' 4 / 5( cit. t nlr-PK I c'r - 04 )1 n7 p.m. RequesteeD s , ! tkAil PI K. NoA 1 ? tX ( 5(X) oAc /c7 od der (,.14jt , # g pi( Ai iu cb g 77ts-, - 7 .,e o)ect: J/,� 2 i /kb , eY ia1 Type f le on: �Ut ri Date Called: I R. -X �r 0 ress: I _ i• / Special Instruttion Date Wanted: )1 n7 p.m. RequesteeD s , ! tkAil PI K. NoA 1 ? tX ( 5(X) �(0 0 Approved per applicable codes tit INSPECTION RECORD 1�tL �' a � Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector: 6 Corrections required prior to approval. Date: ) o $58.00 REINSPECIION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: Date: Project: Foster Nel4hts Type of Inspection: SD Address: 2 i 48 PI 5 Date Called: 3 -IS-o7 Special Instructions: i + Prop,, Lot 6 Date Wanted: f .. P•m. de Requester: �e "�7 y Phone No:206 —qLq— 3937 30 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. COMMENTS: �� (CAIA 1 P s � 5 f C -ate thre IT�I { S l Inspector: Date: ,V ri $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: INSPECTION RECORD Retain a copy with permit Dob -12.9 PERMIT NO. Corrections required prior to approval. Proje ' Mil — Type of Inspectioty t, Addre iy C /a vt di --S Date Called: ir p 7k t, Special Instructions: Date Wanted. - a 1. Requester: f,� /� /� hid C Phone No: yz5- 2k6 - ;a is 50 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMEN l�l 291A D �• - n i ��' Q.vstt F . C tkANAA V 04 an h RA r , r∎Ac tv h c Inspector: (✓ Date: P- C $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: Project: 6, g_ . Fire Alarm: Hood & Duct: Type of Ins ction: gc - 5 inv - Address: /'/97y Suite #: yg fC S. Contact Person• r'C ' — A ,1c1 Aor°cxTy Special Instructions: Phone No.: OS- 2V & • 72 is Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: COMMENTS: �t cc :41-4- — OK Inspector: BIDS 1 Date: i/ 5m /o 7 Hrs.: / E INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 . 206- 575 -4407 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS ri Corrections required prior to approval. T.F.D. Form F.P. 113 DOG-12_, BU n B PU VCR ITPS q en P act * I PL. S. SFR General Contractor Earth Consultants, Inc. A Bureau Veritas Company 1005 130th Place N,C, Main: (420)043 -3700 Suite 201 fax (425) 746.0000 Bellevue, WA 98005 ToN Free OR 7396670 Daily Field Report Grading Contractor Fieki Rep. Time On Site rio Travel Tore /O Permit No. Job No. Time Off Site 21'Ir Miles Yo Hrs. Charged Job Location Ir{4L�j VP' P. Sour71 - Tutwaol General Contractor's Superintendent Grading F an - 3 ogi Pee of Date 2s -o6 Cher By Report No. 2 Day of Week MGM. Weather SUNNY, 7V'5 Visitors Client/Owner fRrALI PROPat Received Unchecked By Date a p loy Are approved Plans/Permits on site? ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below. zoo/Zoo Daily Field Report, October 1, 200S 099094L9ZV XY4 Zb :OI 9002 /91./01. 116 RWUEs , Ely ti=t‘ MISnr lb e ngSnarE COMOi na ts of ovele - EXcAV*4Tn ParT1 N63 Fria. Thi PeoPo.vt SPR, CalliAC47g1t HAI1 REM °Val 1404E /Iwo OeGAN p1#^rtaioU'_ FRoM FoofNG / SutLa►Nc pit nes/9s, at SP rU PRoSE° mr ovw- EI col Vrt'rst+ Mee d./ ail A Via "0 S7E"EZ. Qeo. CcWogww t'JU&SCAVRI AT ' This risen Weitz i'rteA1 s OEt44E krATIVE la rl'lBUM Gt.Ac t- T?u SCILS COY 0tovws O€5E eo `hovt.p Piet/UV lite 2 VAIlt ISMAI NG C.*PAcirr Pzrc mE feoaa• m snuuvet=_. EZ1 1xtLu Enuf+.l /S eaZAJ 13780- rnANIC tot'. itet �, N ¢EESL 2°6.2Ss. 3C 3O REGEIVLD OCT 1 6 Loo6 D E P a LH� -I is -M (ENT COPY TO: CONTINUED ON NEXT PAGE ❑ DOG-12_, BU n B PU VCR ITPS q en P act * I PL. S. SFR General Contractor Earth Consultants, Inc. A Bureau Veritas Company 1005 130th Place N,C, Main: (420)043 -3700 Suite 201 fax (425) 746.0000 Bellevue, WA 98005 ToN Free OR 7396670 Daily Field Report Grading Contractor Fieki Rep. Time On Site rio Travel Tore /O Permit No. Job No. Time Off Site 21'Ir Miles Yo Hrs. Charged Job Location Ir{4L�j VP' P. Sour71 - Tutwaol General Contractor's Superintendent Grading F an - 3 ogi Pee of Date 2s -o6 Cher By Report No. 2 Day of Week MGM. Weather SUNNY, 7V'5 Visitors Client/Owner fRrALI PROPat Received Unchecked By Date a p loy Are approved Plans/Permits on site? ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below. zoo/Zoo Daily Field Report, October 1, 200S 099094L9ZV XY4 Zb :OI 9002 /91./01. OV�NER DA4RREN LUDNI65IN DENALI PROPERTI ES' LLG. P.O. BOX' 1845 BELLEVUE, NA 1 50011 PH: (425) 424 -1211 EX: (425) 424 -1277- 2X6 HANDRAIL I(od GALV. NAIL z 2X2 P.T. PICKETS 5 5 /8 "O.C. m SIDE SCALE : I IX4 P.T. SPACED CEDAR DECKING 1/4 "0x4" 1 LAG SCREW I X5 CEDAR 1 P.T. 2x BLOCK W/ A55 \ EACH END P.T. DECK JOIST PER PLAN AC4 POST GAPS ISOLATED FOOTING ; PER PLAN D GK DETAIL SCALE : I" = 1' -0" 5/8 "x4" LAG BOLTS THROUGH P.T. LEDGER INTO RIM JST. 9 16" O.G. P.T. POST PER PLAN —POST BASE PER PLAN SCALE : I" ol qw � Inch 1 /18 1 lu.I II�IIIII Iillll 111111 11111 111.111 Iy ili��ilillil 2( I `E�2Ykt' t p� �. •� aC,�.o � P� 1-0/17/d6 PT, 4x4 POST W/' CB44 ON —� 16 "0x12" GONG. FTC. (2 ,PLGS.) FRAMING PLAN SCALE : 1/4" = 1' -0" N01 CITY OF OF JUL 31 2007 PERMIT CENTER I (I I I I I �3lil I I I I j r�r I�T 1 T! I�5�1 i +fsl i. t} l� t 1 V,tf tr/�uyR jf ° Z 9 5. b. E lllll li mil(in iillllliilliii�III�IIIiIII���I����liii�Ifii�l����l�l�ll�l�il )1111_ 0 U Cm o to Z w�_ J_ 11') ivQ ❑o 00 00 Q C r g o� '— 'Cl co N 5 _ cb C Z W WU_W Qu- L�L LL ❑ J N O v r L6 r r ^r V J V) U L) ry ce o Qz ANW JOB NUMBER: 050055 04/19/2006 14:57 2062440749 r C- REPORT OF OSOTECHNeCAL DWEST10ATtoN PROPOSED TUKWILA SHORT PLAT TUKWILA. WASHINGTON MEE JOE NO. 0024 AUGUST 3, 2000 FILE COP ■ Pe -r^ °± No. rMiS oL REVIEWED FOR CODE COMPLIANCE ft nnnn,ien SEP. - _9 2006 • •Ci • CITY Of TU MAY 03 2006 PERMITCENTER "':Slm1S. , !ze Of Tukwila BUILDING DIVISION tnT O TIZWISA JUL 1 0 7001 PERMITCENTER pos4ep StEE p INCOMPLETE PO& (2-9 • 04/19/2006 14:57 2062440749 Puget Sound Investment Group 4720 200* Street SW, Ste. 202 P.O. Son 596 Lynnwood, WA 98046 Atm: Mc. Jim Keller Dear Jim: SOIL & ENVIRONMENTAL ENGINEERS, INC. 16625 Redman! War Sutee M 124 Rdbnund Wnhthwton 91052 (211168.5868 FAX M251 868-1427 �— NOV. 10o0 SSEE August 3, 2000 Report GeotecbuialInvaadgadon Proposed ftwila Sion Plat Tukwila, Washington We are pleased to present herewith our Report of Geotechoinl Investigadon for the te&renced project. Our services were authorized by Mc. Mel Johnson on June 28, 2000, and ban been provided in accordance with our proposal dated June 26, 2000. We appreciate die opportunity to provide our services. Dodd you Aare any questions matting die contents of this report or require additional lofoemadon, please contact the undersigned. Very truly yours, SOIL, & ENVIRONMENTAL ENGINEERS, INC. C. J. Shin, Ph.D., P.S. President PACE 83 • 04/19/2006 14:57 2062448749 • to INTRODUCT ION. ..„ . _ , ... ...„ ••••••••_._„•••••••.......„ to SCOPE OP SERVICES .. _ „„ „ _. , « .„ . „ „. „„„« r. „. „ „_ „ „«„„_ „ 1 3 .0 SITE CONDITIONS _ .„„.. _ » „» „„ „. ».„ „„« _ « «. „ _» » « „« _ . „ „... . „.2 3.1 SURFACE CONDfONS 2 3.2 SUBSURFACE CONDITIONS 4.0 CONC4.USIONS AND RECOMMENDATIONS TABLE OF CONTENTS • PAGE 04 bit 2 7 4.1 SITE P REPARATTON AND 87RUCT( ARAL FILL . . „ .................... ....._. ».. _ 3 4.2 GROUNDWATER IMPACTS ON ROADWAY AN) UTILITY CONSTRUCTION-- ............._........._ 4 4.3 LATERAL EARTH PRESSURES.. _....... _ ..... ........_...... ».._._........._ 4 4.4 PERMANENT AND TEMPORARY EXCAVATIONS ....... ......... ....__ »...... _..... .......... ._ .3 4.3 PAVEMENT SECTIONS ....... $ 4.6 ADDITIONAL SERVICES...... „... »_._..> .. ....3 3.0 CLOSURE FIGURE 1: SITE AND EXPLORATION PLAN APPENDIX A. FIELD EXPLORATION LOGS AND KEY w SAME 04/19/2006 14:57 2062440749 REPORT OF CEOTECHNICAL INVESTIGATION PROPOSED TUJCWH.A SHORT PLAT TOKWRA, WASHINGTON for PUGET SOUND INVESTMENT GROUP to INTRODUCTION We present is this report the results of our geotechnical ler/adgadon for the proposed [aideodal development. The site is approximately one acre in size and Is located at the south sloe of Satoh 144 Street In Tukwila, Washington. We understand that the proposed development will Involve the Wbdivislon of 6 tesidentbd lots. A new road (40 Ave. S.) will be t and underground sulfides including water, sewer, stares drains and 2 storm water detention pipet will be lastaued. We also nndeaand that a few fret of oat and fill will be requited to establish the roadway :obtrude, aura maximum exeavadon depth of 'boa 13 feet will be required for the storm water detention pipes. A site plan is shown In Figure I. which Is Included at the end of this report. 2.0 SCOPE OPSERVICES PAGE 05 The purpose of our services is to develop teccamendatious regarding the coatnmxion of road and underground *Mies. Specifically. our services Included: I. Exploration of soil and groundwater coalitions underlying the site through the ezeavatioo of test pits to depths of 3 to 9.5 feet. Details of the exploration program and the logs of the test pits are presented in Appendix A at the end of this report. 2. Favmmendadons regarding site preparation, including removal of unsuitable coils, suitability of =she soils for use as till, SU placement redudque,. and eompaetan criteria. 3. Gcotechaitnl recommendations regarding the Impact of groundwater. If any. 4. Reenmmeadadons rogueing roadway pavement section. S. Five copies of a written geosecbnlual report =making a site plan, sent pit logs, a description of aubaubce Waditon, and our findings and recommendations. w SkEE • 04/19/2006 14:57 2062440749 3.1 SURFACE CONDITIONS 3.2 SUBSURFACE CONDMONS 3.0 SITE CONDITIONS rust tlb The site is located near the top of an east-tang lift. The total elevation relief across the site is approximately 34• feet and the on-site slopes are about 10 to 13 percent in iodination. The site is bounded by South 144 Su to the North. single-family residences to the ast sad west, and a new addenda! development to the south. At the time of this report, two siagiolurtily residences occupy the pits. A urge pmdon of the site is con red by gears and the central and southwest portions ere covered by matured trees. The soil conditions underlying the proposed roadway was explored by die oxcavadon of 4 test pits. TP -1 *cough TM, on July I1, 1000. The tgproximatc rest pit locations are shown on Figure 1. An attempt was aide to • surname mu pit hi the area of the proposed atom water detention pipes. However, the excavation of this nu pit was abandoned due to the presence of existing underground utilities in tits ata. Details of the field exploration ptogpmo ate included in Ap exslix A. The an pit lots are included is Figures A-I through A4 in die sppeaSx. The sest pits were excavated using a tracldioe to depths of Sao 9.5 fret below the mutest ground smtit= to gcuont, out test pits indictee that the area of the proposed roadway is covered by approximately one foot of topsoil. The topsoil is underlain by eaglet rill. This soil Is weathered to medium dense In the upper 4 toot or so, and becomes hm- vathere4 and very dense below 4 to 6 fees. At t tondos 1Y -1. about hoe foot of fill over 1.3400t trick of en old topsoil layer was found. This test pit was located in as area that bas been graded by the so uhneighboring development. No groundwater was orwnutend is the tem pits, and all test pits wee roninated in the very dame glacial ea. 001444 T San a 84/19/2006 14:57 2062440749 4.1 SITE PREPARATION AND STRUCTURAL. FILL 4.0 CONCLUSIONS AND RECOMMENDATIONS PAGE 07 We tecocunead that the ma of the proposed toad be shipped of vegetation. tree and gram toots, stumps, sod topsoil. All underground utilides should be removed or *flouted. After sttippittg and excavating to the design grade, is to receive new 611 should be tamed to at least 92% of their maximum thy density as determined using ASTM D-69S Zest procedures (Standard Proctor lest). Anus found to be wet, loose/soft, or which contain organic soils should be ova-excavated. Seward 611 an then be placed in the 6verexpyadon and 611 areas. The atnxtagi Ali materials should meet both the material and compactor requirements presented below. Mate al Reeuiraments: Structural 611 should be tee of organic and frozen material and should consist of bud durable partcks, such as send, gravel, or quarry processed stone. The on-site glacial till (silty sands with gravel) are suitable ter um as structural Ail. However, due to their silty satem, these soils an moisnut sensitive and should be molstue•000didoaed to within * 2% of their opteum moisture santeot prior to use. Conditioning of these oils may involve drying, which could be a lengthy process. and may sot be feasible during wet spoons. Suitable imported structural iiil matedals Include sand and grate (plum), and crushed rock. Stratum) GU should be placed in loose bodtoatil lifts nor exceeding s thickness of 6 to 12 inches, depending on die material type, compaction equipment, and comber of passes made by she equipment. We rxommend that the suaaural fill materials be compacted to the following petaotag s of the maximum dry density as detnmined using the ASTM D4928 lest procedures (Standard Proctor tot)': Top Pour feet of road and utility Trench: at least 95% Below top bar feet of mad and utility trench: at least 90% • Note that local aurbaides and utility districts stay impose different ccmpaalon requirements. The excavation and subec de *odd be graded at that surface water is &used any from the work area. Standing water should not be allbwtd. coats 3 SSt6 84/19/2006 14:57 2062440749 ) 4.2 GROUNDWATER IMPACTS ON ROADWAY AND =BY CONSTRUCITON Based on the test pit results, we do not expect that the eonstnicdon of road and undergtound Wilde' to be affected by groundwater. However, it is mot uncommon that water-toning clod layers an proem in arid till. These layers may discharge seepage wales into excavations der utilities and detention pipes. Based on our knowledge of the local geology, we believe that this seepage, if occur, an be handled by piunphag from sumps. 4.3 LATERAL EARTH PRESSURES Lateral arth pte sure on pmmanent subsurface waits and resistance to lateral loads may be estimated using the bibvriag s000mmemded soil patametehr PAUL 08 The active arm applies to wait Out stn pesaitted to rotate or aaruate sway turn die smained soil by approximately 0.00211, where H is die bright of die wall. This would be appropriate tt e a retaining wall. The at- test are applies to unyielding walls, and would be appropriate Sr walls tat ate structurally restrained tom lateral deflection such as milky narks or pits. • Addidoml lateral earth ptemira will result tom sadism loads tom floor dabs, or pavements for puking that are based Immediately Idjacent a the wait. The inthargeandueed lateral earth possum are seam ova the depth of the wall. thudiargeadueed basal pressures fa the 'active an may be calculated by multiplying die applied vertical pressure (in psi) by the active nub pressure coefficient (Ea). The value of Sa may be taken a 0.3. The surcharge- tatueed lateral pre»uces far die 'at -rest' cue are dmtlady calculated using an aten earth pressure coefficient (to) of O.J. Note that hydrostatic pressure mast be added to these pressures unless drainage is provided behind tins walls. • e02Ary 4 S &ES • 04/19/2006 14:57 2062440749 4.3 PAVEMENT SECTIONS 44 ADDITIONAL SERVICES 4.4 PERMANENT MO TEMPORARY EXCAVATIONS 3. Other geotedwical issues deemed necessary. PAGE 09 Pot lemporszy eaavedons less than 4 Res In depth, die soil banks may be excavated rati:ally. For temporary excavations greater than 4 Rex in depth, the excavation In the dente, sin- westtaaed glacial till (below 4 teL font current grades) an be sloped at 17211: IV. The excavation shove the un-weathered till should be sloped at 111: IV or flatter. AU permanent slopes should be no steeper than 21I: IV. Water sborid not be allow to flow mhsoanofled over the top of mat slope. Also, ill permanent slopes should be seeded with the appropriate species of vegetation so reduce mottos and maintain the dope stability. Provided that die site Is papered in accordance with the recommendations presented in the previous section, the site substads should have a California Daring Ratio (CDR) seat least 12. Pot the proposed toad we recommend that the flexible pavement section be eondmd of Use Mick sass B asphalt over 4-inch thick base coma. The lave course should be a wdi- jaded 374 huh newer candied sock compacted by at lost 4 Timm eta vibhatoey compactor wdghdag as least 5,000 pounds. As en stecmtive. the section an consist of 3 -inch ddc k Cam B asphalt over Mitch thick Asphalt Treated Base (ATB). Additional sevias may be required daring the design and construction of the prgleet. We maiden that these additional services may include the following: 1. Monitoring the pthetweat and warped= at stmcbnai flli. Our aapresemative will confirm the suitability at the SE aatMab, port nn Odd theft ecru. sod anise the eo atraaar in maeggg the compaction wqdtaments. 2. Monitoring the iastatiation of drains. Ow representative will ensure these drain are Wailed In accordance with our wemxme dailoro. • 04/19/2806 14:57 2062448749 3.8 CLOSURE The recommendations presented ht this report are provided to design purposes and are based on soil conditions disclosed by Reid observations and subsurface uxplaradons. Substrata information presented hereto does sot constitute a direct or implied venue that the soil conditions between exploration ballots Can be directly . Interpolated or extrapolated or that atdrsurEaa conditions and soil arladoas different float M se disclosed by the explorations will not be Scaled. The recommendations outlined ht this report are based en the assumption that the development plan is consistent with the deuxipdan provided in Brit report. If the development plan is changed or subsurface conditions dilQeront Rom those disclosed by the !Inclination are observed daring wnstrvddon, we should be advised at once so ibat we an review these ooeditlont and If aecessuyy., reconsider an design recommendations. Y 0024rµ 6 SdcEE 04/19/2006 14:57 2862440749 S&EE I.e.o-4024 —LYE MA & i 1.r NIS 1 -Er SW RAM UMW I- PROPO S WWII 1 TUNS jair PROs... 111010~ 11a•0S I IRMO= IMO (ea0roxlmate North) wet \ I s•& r Nom. MO S OAS SOW r f 144TH STREET SIR wJU.44. M•ir • tr" MIA 1 r.ororte to MOM= IS IIRMR TIT. sa n.w.w o.y • ICE Vita 1 Nowa Du *a �ra oat or I111e1 a; RP. Approxtame Sale in Feet o • Sat it. (q Tr -I t* pit Wuber ad - - - r _ -- T one rim cts Ik 1! 5 0. I I s J • — wars w • VI I 1p . t tr w• n tnrrsast PAGE 11 L i Q p d 4 *Figure I Site And Exploration Plat Proposed Tukwila Slott Flat Ri4snkc P&L duall/NA99 preparedly Vea ssanCnsv. r•t. 04/19/2006 14:57 2062440749 Maus APPENDDC A FLE ..D EXPLORATION AND LOOS rmt t 14 The subsurface eonditioas at the prgkct site were lnvadgxoed by die eseavadod of 4 test pits. These lest pits were excavated to depths tonging from 3 to 9.3 fret oa July 21, 2000. Eaavadoos were performed wing a Cue 9010 series traddtoe. A representative of ME was present dnoughoat the exploration to excavate the ems pits and log the subsurface soil candidate. Test pit logs are presented is this appendix. Following the loss Is a glut showing the Unified Soil CIwifcadoo System sad a key tots log. All test pits were back811ed with the excavated soils. with were placed 1n 2- a 3-10ot thick lifts and compacted with die trackhoe bucket. M S&EE • . 84/19/2006 14:57 2062440749 — —m r --Is _se - - -�. S&EE b►Ib.Ip11 In 1I Ill I Ill III iI Il l III I g aaoesa►peon Brown silty line to medium sand with One to coarse gravel. (medium dense) (1111) Brown silty tine to medium sand with grass and tree roots. (hose) (old topsoil) Light Worn and grey silty tine sand vat slit and coarse gravel end occasbrnd boulders. (medium dense) (weathered tlti) taunt Psgetaandamsm«d Esc wdlon Msthot Can 5010 Tlsskhos Ennbort Date: ady n.2000 Wound Eievaton: 459 kit «pprefdmek) u- s i s Test Pit TP -1 Grayish brown silty line to coarse sand with some tine to coarse grant (very dense) (glacial WI) Excavation terminated on very dense t91 at a depth p/ 7 teat on 7 -21-00. No sideman caving and no groundwater observed during activation. Figure A -1 Proposed Tukwila Short Plat a r4 I C a» a OPW r I • I a 1 1H dii C. 4 So LL W se I WI n N r In to LO N m • N7QdKS 5.671 goo WOWS n One -a• 3 WI MP a q a Wu ID rt in La l sppuissort sea Maws Dud 0400• Ell 1 . . r f •C LL . 84/19/2806 14:57 2062440749 SSEE rHi1; 1 UNIFIED SOIL CLASSIFICATION S4STEM • DESCRIPTION WELLGRADED GRAVELS OR GRAVEL-SAND NOnURES, LITTLE OR NO FINES FOORLY.GRADEO GRAVELS CR GRAVEL.SMLO MIXTURES, UYILE CR NO FINES • SILTY GRAVELS, GRAVEL SAND4LT LRXTURES CLAYEY VELS, GRAVEL4M D.CLAY MDCTURES NYELLARADED SAND OR GRAVELLY SANDS, LITTLE OR NO FISTS POORLY.GRAOED SANDS OR GRAVELLY SANDS, LITTLE OR NO FINES SILTY SANDS, SAND-SILT CURES CLAYEY SANDS, SAND•CLAY MIXTURES NORGANC SILTS, VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT FLASTCOY 1NORCANE CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS ORGANIC SILTS AND ORGANIC SILT-CLAYS OF LOAM INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS F*IE SANDY OR SILTY SOILS, ELASTIC SILTS INORGANIC CLAYS OF HIGH PLASTICITY, FAT ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC an PEAT AND OTHER HIGHLY ORGANIC SOIL$ MAJOR DIVISIONS CLEAN GRAVELS IRWIN NOOSE GRAVELS WITH FINES gemaameut CLEAN (Witten SANDS WITH FINES AYDIAKoma SILTS & UMW wi l og R n 111- r Y E t 1 CLAYS SILTS & uoiso war HIGHLY ORGANIC SOILS CHART SOIL CLASSIFICATION CHART AND KEY TO TEST PIT LOG MITCHELL ENGINEERING INC. ME COPY Perrn!t No. of wK: C 1 Laid, fl �- craw 5 vr- 5l Az-rs 2 L47 L DATE Loo . ; '6 c As clA cidA,c1 � Skt.rs ',. :e W/O jl2 Ptak( - es,. a ` 42/42 I sdsi e 2 5 32- /p) lesox s a S':S'- l G 14 4 ttu -._ .. 1.11714- /O 2 °F i ts -c 11 wA�s c a ! - I THESE C O UAND MAY ARE / A / � 1 / / BE COPIED WITHOUT' NAY NOT /,`' BE COPIED WITHOUT THE WRITTEN PERMISSION OF fi Mrractu ENGI ERIND. INC. USE OF TC CALCUlATONS IS LIMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON FOR THE CONSTRUCTION OF ONE DUIIDINO.NNYOTHER USE OR REUSE IS STRICTLY PROHID- RED WIiBOUT THE WRITTEN CONSENT FROM MITCHELL ENGINEERING, INC. �.�. PREPARED BY I " /25 P ealLri5a/ . Lo7' Co @ A 44 ,J ✓,�,�w.G,� jug.. Aec »iT�rs » AA,/ 255c PROJECT SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 REVIEWELq FOR ' CODE COMPLIANCE p nnnnvcn SEF - 9 2006 Of Tukwila _ BUILDING DIVISION_ - . 7$ /c.4 -- /z5-CITVOFTtvAILA APR 12 2006 PERMIT CENTER SHEET NO. OF 2_" JOB NO. 7 11/44-&1-6/Z.L. Pr Q,teo 14/54 ., f /,' 1 /1. ea5 62* k/ 44h✓ 2 •;12 g. Pt/As! - A-1 4 4 1 Ls 1 5i't -614 • a cITA AJ - L? 9;4 A� ' '2910 - P►2n,, 404-24,5 Azc AeL T *4L 1iJ f sWor - S fat �.I .4T ,4LG 544-4iAA L'cc,4 ,2, -. \ ‹z #�2 Pu4 £TM �� h 1 A a /zi,tt. / 41 i4 .�l ✓1cdoi btAt z g,4 J e / � .. .s,// t te{ / K� Wr - � ! P-4. 2s !v — /4o �T o4 by mi lext .j / 'ow crvvol 7477-/G --c26.9 r',. W fr ' 571 a nr9 ',Mr& S ede MITCHELL ENGINEERING INC. La-f - AL "Ds 94:7p.1 CarEitIA : WI 401 t% • Tw • e53d W 1-1 stictc - 2 r - rAv-1a- FA4.-r • - ►• o 5. - h Si .5ks 3. 5Th G(A55 4 SitsamL Poitth1E dtFF, - 5,5 >'1 �✓ StI5i•. T 5 ThJ CATiA012:1 - `p' co . sp-i<<. V -c s1n; t' Er{_ , .i;k t;C)A 1 VE5141 &Aa 5-1E-Ax - 14 (I12t5o5 12YVu L. le -trAst cicFF. - (Cs) %{� cfrrj i4 Tom- — IQ - Eo. 1.42 A44Li(�s �xa1� Sol - 514 ytiFrik41 '54 -1• F 55= H, / � � 1, 3o = - 7 \y %_. I12414 • Aab = !moo PROJECT SHEET NO. OF SUBJECT JOB NO. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 MITCHELL ENGINEERING INC. DATE - 325 2 7c•/•r -K -72 • 0 7 4,4, 1 .: 4AP Frx Si g /41:7O Cam' To( 44Th 7a/ ' _/ 72std / , Unix. e4f 5 41 ei st20 `= 37.,10' / =lam= =4-4, 72., /12 '- a4 I1-.3 f_. co.52o /31 t = ? osfLr rr -� eicA /SM& Ga 4411,15 A - l e 2..: 51.2a /iv - 246 reF -i°4 %A - 51.2./16'.= Lire, -fit PREPARED BY PROJECT SUBJECT 4 2.6 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO �O OF _ ° JOB NO r -MS MITCHELL ENGINEERING INC. /% /4 fitezzA &gads A - C - A- v9.7° f/41,47' r ;Its,V t 2 7Mf � + /30,e !� - / //3 /. At -l°- G 130,016' - l &Iv/ &'x mac. f /30,4 J.' • ,5220//,, (%522-n 2,4 /2.s' ` /jtc,00) 6 = a:c02# 47- _> 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PROJECT Ad d25% SHEET NO 7 OF 0 4 - 143 SUBJECT JOB NO SHEAR V1ALL SCHEDULE SHEAR WALL DESIGNATION NAIL SIZE NAIL SPACING HEM -FIR 142 */FT. EDGES SLAPS TOP/9OTTOM PLATE BLOCKING REQUIRED 62 -4 6d 4" 4" 4" NO 250 PI -b 8d 6" 12" 6" YES 210 PI-4 8d 4" 12" 4" YES 310 PI -3 8d 5" 12" 3" YES 400 8d 5" 12" 3" YES 800 P2 -3 SHEAR WALL NOTESi I. 62- GYPSUM WALLBOARD TWO SIDES. PI- 1/16 AAA. RATED PLYWOOD OR ORIENTATED STRAND BOARD (0.58) ON ONE SIDE OF WALL. P2- "1/16 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (058.) ON EACH SIDE OF WALL. 2. FOR PI -3 I P2 -3 SHEAR WALLS USE 3x STUDS AT ADJOINING PANEL EDGES. 3.. NAILS SHALL BE 8d COMMON (0.131" DIAMETER) 4. WHERE PLYWOOD I5 2 SIDES OF WALL, JOINTS SHALL FALL ON SEFERATE STUDS EACH SIDE. S. ALL PANEL EDGES BLOCKED WITH 2 -INCH NOMINAL FRAMING FOR PI-6 8 PI-4 SHEAR WALLS, PI-S AND P2-3 5HEAR WALLS REQUIRE 3x FRAMING MEMBERS AT PANEL EDGES. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR A.PA. RATED SHEATHING, GYPSUM SHEAR WALLS SHALL BE INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY. SPACE NAILS • 12 INCHES ON CENTER • INTERMEDIATE SUPPORTS. 6. 5/8' DIAMETER ANCHOR BOLTS SHALL BE 10 INCHES LONG SPACED A MAXIMUM OF 24 INCHES ON CENTER 5/4" DIAMETER ANCHOR BOLTS SHALL BE 12 INCHES LONG SPACED A MAXIMUM OF 24 INCHES ON CENTER. PLATE WASHERS ON ANCHOR BOLTS SHALL BE 2x2x3/16' U.N.O. WASHERS TO BE GALVANIZED OR STAINLESS STEEL. 1. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES, SPACING, PLATES NAILING ETC. 8. AT PI-3 I P2-3 SHEAR WALLS AT ADJOINING PANEL EDGES AND MUD -SILLS NAILING SHALL BE STAGGERED PER FOOTNOTE (1) OF IBC TABLE 2306.4.1 9. WHERE PLYWOOD IS INSTALLED ON BOTH SIDES OF WALL PLYWOOD JOINTS SHALL FALL ON SEPERATE STUDS EACH SIDE STRUCTURAL NOTES CODE DESIGN 15 IN ACCORDANCE WITH THE 2003 INTERNATIONAL BUILDING CODE (IB.G)/ INTERNATIONAL RESIDENTIAL CODE (IRG) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS LATERAL WIND EXPOSURE B; 85 MPH SEISMIC PER DESIGN GATAGORY D (I.B.C.) FOUNDATIONS PER DESIGN CATAGORY 02 (IRG) 1 ) EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6' BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN -PLACE CONCRETE F'c ■ 3p00 PSI •25 DAYS. MINIMUM 5-V2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 44* SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. TOTAL AIR ENTRAINMENT SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 PERCENT. MAXIMUM SIZED AGGREGATES 15 I -1/2 INCHES. MAXIMUM SLUMP 15 4 INCHES. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMJM SPACING OF 2 FEET ON CENTER LRCMS NOTED OTHERWISE ON Tie PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. S TRUCTU RAL TIMBER ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMP LATEST EDITION. PROVIDE GUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL EE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE FASTEFER5 INSTM .ED IN PRESERVATIVE TREATED POOP SHALL•BE HOT -DIPPED GALVANIZED PER I.R.G. SECTION 85145. NAILING SHALL CONFORM W1114 I.R.C. TABLE R6O2.5(I) * R602.IO OR IBC. TABLE 2504.4.1 ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOYW 2X STUDS 2X FLOOR t ROOF JOIST 4X BEAMS 6X BEAMS COLUMNS LUMBER NOT NOTED HEM -FIR *2 Fb • 850 PSI HEM -FIR *2 Fb a 850 P51 DOUG- FIR/LARCH *2 Fb s 615 PSI DOUG- FIR/LARCH *2 Fb s 850 PSI DOUG- FIR/LARGH *2 Fb • 615 P5I DOUG- FIRMRCH *2 Fb s 850 P5I MIS HANGERS TO BE SIMPSON OR APPROVED EGIJAL ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO SE A-SS07. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/5 INCH DIAMETER WITH 7 INCHES OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL. BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH D.C. I SCHEDULE. 164 COMMON NAIL DIAMETER - ( 0.162 INCH ). LAMINATED STUDS SHALL BE NAILED W/ (2) ROWS 164 COMMON NAILS • 6' O.G. FLOOR SHEATHING SHEATHING SHALL BE 3/4 INCH TONGUE I GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 46/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 104 COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES * 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. , a WALL SHEATHING SHEATHING SHILL EE 1/16' A.P.A. RATED SHEATHING. SPAN SATINS 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 9d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. PRE - MANUFACTURED ROOF TRUSSES TRUSSES SHALL BE PLANT FABRICATED OF DOUSLA - FIR/LARCH OR ITEM -FIR TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS SHOP DRAWINGS TO MITCHELL ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF THE TRUSSES. SPECIAL CONDITIONS THE CONTRACTOR SHALL VB=IFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DB'ARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. FRAMING t FO UNDATION DIMENSION SHEAR WW ALL L PER PLAN FINISH PER ELEVATION OVER IS LB BUILDING PAPER OVER SHEATHING PER PLAN Z - FLASHING OPTIONAL NAAL rm M IN N(OOD TO GRADE E LL1Y L11 L11 *4 BAR CONT. MAX 6 : f : _' , BELOW TOP OF FND WALL TIGHTL \ \ \i� STORM DRAIN/ IF REQUIRED' 3" CLR. 4" DIA PERF. FOUNDATION DRAIN .• II . • — MUDSILL 1 A. BOLTS PER FOUNDATION PLAN • r b ' .> - ....• ?'vr r •••: a."'" ..4 ;? ` 3 i I.F . \/,.*4 BAR VERTICAL ® 16L.G16. ' � • II' ; / $ HORIZONTAL ® t u-07C. 2 'pG p .4 s ue * \ 4 f . • • A 4" , 8" / 1 ,94" 8" GARAGE FNP. N4LL X74 4' 2x STUDS PER PLAN CAD Details / MITCHELL / Slab on Grade / J. 8 inch garage fnd 4" CONC. SLAB OVER 6 MIL. BLACK V. B. OVER 4" GRANULAR FILL (2) *4 BAR CONTINUOUS SCALE : I" = I'-O" I II FRAMING 4 FOUNDATION DIMENSION 4 S EA u IN PER PLAN FINISH PER ELEVATION OVER IS LB. BUILDING PAPER OVER SHEATHING PER PLAN I6d ® 4" O.G. Z - FLASHING WOOD TRIM OPTIONAL I6d TOE -NAIL 6" MIN ® 6" O.G. L_L CO *4 BAR CONT MAX. 6" BELOW TOP OF FND WALL TIGHTLINE I V STORM / o " � DRAIN � / , / 2 IF REauIRED / \/ \ \ .' 11 . i0 8" FNP. 1NALL AT ,J ecr 1 � 4 el W /62JJf . 4 I. ctili,�/�1�1�1lMtatital 1' ._. a a, FLR. JSTS. PER PLAN 'J r.: 4-2 CAD Details / MITCHELL / Crawl Space / B. 8 inch fnd wall 2X STUDS PER PLAN BATT INSULATION PER PLAN BAIT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED MUDSILL / A. BOLTS PER FOUNDATION PLAN '24ta *4 BAR VERTICAL ® Mfr" C.0 ry 4 HORIZONTAL C 16 6 MIL. BLACK V. B. n• /\� / /\� / /\ / /\ // O • • 4, • (2) *4 BAR CONTINUOUS 4" DIA FOUNDATION di 4 " 'I . 8" AI 4 le SCALE : I" = I -O" 7r 1251 ,1 LA4 p j4/Lt A3s c`I, Ma rr07 4,74 1/2 FRAMING d FOUNDATION DIMENSION SHEAR NALL PER PLAN 4 SCHEDULE FINISH PER ELEVATION OVER 15 LB. BUILDIN6 PAPER OVER SHEATHIN6 PER PLAN 16d • 4" O.G. Z - FLASHING WOOD TRIM OPTIONAL 16d TOE -NAIL S' MIN. 6" O.G. (I) *4 BAR CONT MAX. 6" BELOW \ Q TOP OF FND WALL / f – t SORM / O -' IF REQUIRED •� o DRAIN � 7' I" 5" CLR.4 4" DIA PERF. 111Fr r� FOUNDATION DRAIN O 8" FND. WALL t! Pi Willi M'MY4 k h 4 PER PLAN 6 MIL. BLACK V. B. .� \ /. \ /. \ /. \/ (2) #4 BAR CONTINUOUS k 4 k b At 4 k SCALE Ek4 ,' 4 3 2X STUDS PER PLAN BATT INSULATION PER PLAN —BATT INSULATION PER PLAN 5/4" T.*S. PLYWOOD SUBFLOOR GLUED d NAILED IMUDSILL / A. BOLTS PER FOUNDATION PLAN *4 BAR VERTICAL d HORIZONTAL ® It' 3 C.7 CAD Details / MITCHELL / Crawl Space / D. 8 inch fnd wall - parallel D 1" = 1' -O" I 7 e I FLR..15T5. PER PLAN I 6d TOE-NA ®b O.G MUDSILL / A. BOLTS PER FOUNDATION PLAN 14 *4 BAR VERTICAL ®I6 4 HORIZONTAL ®V p.cG. — 6 MIL. BLACK V. B. 3" CLR. f � _ Q FRAMING 4 FOUNDATION DIMENSION • Z_ f 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED 4HSCHEDULE PER PLAN I6d ®4" O.C. INSTALL 5/6" TYPE 'X' ' 6.W.B. 4" CONC. SLAB OVER 6 MIL. BLACK V.B. OVER 4" GRANULAR FILL \\ \�j \( MAX. 6" BELOW TOP /,OF / FND WALL IL. , ea ' it ' t.. • dim 4 "A' s " 4 1 L (2) *4 BAR CONTINUOUS SCALE I" = I' -O" 5" FND. 1NALL @ GARAGE arkj A 4'sio afro 435 c4, �1nr , QThi CAD Details / MITCHELL / Crawl Space / I. 8 inch fnd wall @ garage 1443.5G32. 114 it%%%%%%%%%%%11 U SHEAR L PER PLAN BATT INSULATION PER PLAN — 3/4" T.8 G. PLYWOOD SUBFLOOR GLUED 4 NAILED LAP JOIST 6" E PER6BLKQGE NAILS BOTTOM OF BEAM 5 T_O 1'r . IJOD .. IC" Ole ci -bAA- 1'-4" k CONTINUOUS FOOTING CTi,4'1 CAD Details / MITCHELL / Crawl Space / Y. continuous footing FLR. JSTS. PER PLAN — 16d ® 4" O.G. Sd ® 4" O.G. BEAM PER PLAN 2x4x12" CLEAT v4/ ILS Ibd NAI LUM IN GoLUMN 77 P. T. POST PER PLAN 6 MIL. BLACK V. B. 2) #4 BAR CONTINUOUS SCALE : I" = I' -O" #/S DOUBLE TOP PLATE NAIL PLYWOOD TO ALL STUDS d PLATES •/ Sd NAILS ® 5" O.G. 8" THICK STEM NALL 04 • 10" O.G. HORIZONTAL 1 I• i 1'1 I • .. i IF. :6 .ai' • III . ". a • I " • t j .. u 11 _ 'If. .n :. c= td 11 :.•A, • . 4 3 ROWS 8d ® 5" O.G. 8d ® 5" O.G. 3x STUDS SHEAR PANEL @ GARAGE rl 4.0 EXTEND HEADER TO END OF WALL 1/16 PLYWOOD/ O.S.S. ( ONE SOLID PANEL ) 3x TREATED PLATE w/ 2 3/4 "tPx12" ANCHOR BOLTS SIMPSON STHDI4 HOLDOWN I I ' I 1 J..* L•1 J1. .. ,i. a . .1k44 4 : ; � 4 11 tn II 11.11', ii u T s �' 1 • n, ..". 11 . n. (n i e'.mx�i . II II '' a 11:1 '' —(4)#4 VERTIGA C W /U '. ' 1 1 : i . : u, . 5.0.6. • is n ., . w.. •`. ... • . CAD Details / MITCHELL / Lateral Restraint / C. lateral restraint panel SCALE : 1/2" = I'-O" 4/4 i-. SHEAR.INALL 'PER ALAN I bd � 4" O.G. Ibd TOE -NAIL ® 4" O.G. (NO SHEAR WL- ® 51M. SECTION) SHEAR WALL PER PLAN @ sit l 5 r.J AS A l5 G lcoo� SCALE : I" = SHEAR TRANSFER 7 (N a-1 75 124 A3s C i4 , tQ J CAD Details / MITCHELL / Wall to Wall / B. shear wall floor - sim 1/7 Ibd TOE NAIL E b" O.G. SHEAR WALL PER PLAN # SCHEDULE LATERAL DETAIL 42 8d NAIL ® 4" O.G. FLOOR SHEATHING narareasainaraireAPSIVarMsAMISASMAIMSAIrairalinira FLOOR .JOISTS PER PLAN CAD Details / MITCHELL / Floor to Wall / D. shear floor to wall - par NO SCALE Ad I st IY 1 2x FLR I ,1ST 'll rI PER PLAN II ( ►� i SOAR WALL PER PLAN 16d ® 4" O.G. Ed ® :4" O.G. (6d TOE -NAIL ® 6" O.G. SHEAR WALL PER PLAN 5HEAR TRANSFER CAD Details / MITCHELL / Wall to Wall / H. shear wall floor - par SCALE : 1" = I' -O" � 2x BLOCKING (4) led TOE NAIL PER EACH BLOCK 5HEAR WALL PER PLAN # SCHEDULE LATERAL DETAIL S1,.9 8d NAIL ® 4" O.G. PLYWD PLOOR SHEATHING 2x FLOOR .JOISTS CAD Details / MITCHELL / Floor to Wall / A. shear floor to wall - perp NO SCALE d 2o - Iiimill Ili ICI! !=��N z Lu w J d SHEAR WALL PER PLAN 4 SCHEDULE FLOOR JOISTS PER PLAN SIMPSON HOLDOWN PER PLAN w/ ALL NAIL HOLES FILLED w/ I6d COMMON NAILS ® CE OF EACH STUD DOUBLE STUD go HOLDOWN (MST) SINGLE STUD HOLDOWN (CS) YELL TO FLOOR - STRIP 54;J 4 CAD Details / MITCHELL / Wall to Wall / M. wall to floor - strap NO SCALE 412 - DOUBLE STUD ® I PER PLAN SHEAR WALL HOLDOWN 4 SCHEDULE it FLOOR JOIST, TYPE E DIRECTION PER PLAN BEAM PER PLAN LATERAL DETAIL 4 /2 CAD Details / MITCHELL / Wail to Wall / N. wall to beam - strap SIMPSON HOEDOWN PER PLAN w/ ALL NAIL HOLES FILLED w/ I6d COMMON NAILS ® ¢ OF EACH STUD NO SCALE d22 BATT INSULATION PER PLAN SCISSOR TRUSS PER PLAN A34 a 24" O.G. (BIRD BLOCKING TO TOP PLATE) SIMPSON HI CLIP a EACH TRUSS BATT INSULATION PER PLAN SHEAR WALL PER PLAN SLOPED CEILING 4 EAVE CAD Details / MITCHELL / Roof / C. scissor truss 1 /I6" PLYWOOD SHEATHING NAILED w/ ad NAILS a 4" O.G. d SUPPORTED PANEL EDGES ROOFING MATERIAL PER ELEVATION OVER BUILDING PAPER b SHEATHING EXTEND 12" ABOVE INSULATION WITH 11/2" CLEAR AIRSPACE H VENTED 2X BLOCKING W/ (3) 2" DIA HOLES PER 24" O.G. (BLOCKING TO TOUCH TOP PLATE) FASCIA BOARD PER PLAN 5" CONTINUOUS METAL GUTTER -Sd NAILS a 4" O.G. (SHTG TO BIRDBLOCKIN ) OVERHANG PER PLAN ep_and 4 / 3 FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN SCALE : I" = 1' -0" 4 23 . BATT INSULATION PER PLAN �1 ►1►1►1►IliVil►lil►l►l►li►i�.►; ��- _► I_►1111_� I_11 1 1_� E $_T ,►I__►K_ _�► 1_ J J J J 4- I o . TRUSS PER PLAN A55 ® 24" O.G. (BIRD BLOCKING TO TOP PLATE) SIMPSON 141 CLIP • EACH TRUSS BATT INSULATION PER PLAN WALL ALL PER PLAN OVERHANG PER PLAN FLAT CEILING 4 EAVE c3T0✓ `4 CAD Details / MITCHELL / Roof / A. flat ceiling 1/18" PLYWOOD SHEATHING NAILED w/ 8d NAILS ® 4" O.G. 4 SUPPORTED PANEL EDGES ROOFING MATERIAL PER ELEVATION OVER BUILDING PAPER * SHEATHING EXTEND 12" ABOVE INSULATION WITH 1 1/2" CLEAR. AIRSPACE H VENTED 2X BLOCKING W/ (3) 2" DIA HOLES PER 24" O.G. (BLOCKING TO TOUCH TOP PLATE) FASCIA BOARD PER PLAN � � GUTTE GUTTER R -8d NAILS 4" O.C. (SHTG TO BIRDBLOCKIIN ) FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN SCALE : I" = I' -O" 124 PLYWOOD ROOF bd ® 4" O.G. TRUSS SHEATHING 1/16" PLYWOOD SHEATHING ON GABLE TRU55. NAILED W/ bd NAILS ® 4" O.G. W/ ALL EDGES BLOCKED 16d TOE NAILS ® 6" O.G. GABLE END WALL ® RAKE WALL. FULL HEIGHT 51105 IF GABLE END TRUSS 15 DESIGNED FOR LATERAL FORCE OF 5500F, PLYWOOD DOES NOT NEED TO EXTEND UP GABLE END LATERAL PETAL L 4l5 SHEAR WALL PER PLAN 4 SCHEDULE CAD Details / MITCHELL / Roof / I. shear transfer — roof to ext wall NOT TO SCALE BEAM CALCULATIONS FOR PLAN M2590A2F -0 TO BE BUILT IN LOT 6 OF ADAMS HOME TRACT AD Roof Floor Ceiling Deck Interior wall Exterior wall Pica r- • DENALI PROPERTIES LOADING • 15 PSF Dead Load + 25 PSF Live Load = 40 PSF 10 PSF Dead Load + 40 PSF Live Load = 50 PSF 5 PSF Dead Load + 10 PSFLLive Load = 15 PSF 5 PSF Dead Load + 60 PSF Live Load = 65 PSF = 07 PSF = 10 PSF NOTE: This stamp applies to the members and assemblies described in these calculations only. And is only valid if it has a wet stamp. FOR Permit No. DEFLECTION Roof = 1/360 Live Load, 1/360 Total Load Floor = 1/480 Live Load, 1/360 Total Load REVIEWED FOR CODE COMPLIANCE nnnn',cn SEP - 9 2006 Cr y Of Tukwila RG DIVISION CITY OF TUKWILA, WASHINGTON FILE COPY 04/07/06 Architects Northwest Job NcheearbA CITY OF TUKWILA APR 12 2006 — It2 CENTER ARCHITECTS NORTHWEST, Inc. 18915 142" Avenue NE Suite 100 Woodinville, WA 98072 (425) 485 -4900 FAX (425) 487 -6585 www.ArchitectsNW.com Multi- Loaded Beamf 2003 International Residential Code (01 NDS) I Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04 -07 -2006 : 09:44:07 AM Project: M2590A2F0 - Location: R01 -BEDRM 4 WINDOW HEADER Summary: 5.5 IN x 7.5 IN x 5.33 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 14.8% Controlling Factor: Section Modulus / Depth Required 7.0 In Center Span Deflections: Dead Load' DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lu2 -Top= Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Center Span Loading: Uniform Load: Live Load: wL -2= Dead Load: wD -2= Beam Self Weight: BSW= Total Load: wT -2= Properties For. #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Fv'= Adiustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 2.665 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear V= At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 44.91 S= 51.56 Area (Shear): Areq= 14.49 A= 41.25 Moment of Inertia (Deflection): Ireq= 62.10 1= 193.36 0.02 IN 0.04 IN = L/1816 0.06 IN= L/1121 1299 LB 806 LB 2105 LB 0.61 IN 1299 LB 806 LB 2105 LB 0.61 IN 5.33 FT 1.33 FT 5.33 FT 1.00 360 360 488 PLF 293 PLF 10 PLF 790 PLF 750 PSI 170 PSI 1300000 PSI 625 PSI 750 PSI 170 PSI 2805 FT -LB 1642 LB N3 N3 N2 N2 N4 N4 Multi- Loaded Beamf 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04-07 -2006 : 09:44:08 AM Project: M2590A2F0 - Location: R02- MSTR BATH WINDOW HEADER Summary: 5.5 IN x 7.5 IN x 4.33 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 74.0% Controlling Factor. Section Modulus / Depth Required 5.69 In Center Span Deflections: Dead Load: DLD- Center= 0.01 IN Live Load: LLD - Center= 0.02 IN = L/3388 Total Load: TLD- Center= 0.02 IN = L/2091 Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= 1055 LB Dead Load: DL- Rxn -A= 655 LB Total Load: TL- Rxn -A= 1710 LB Bearing Length Required (Beam only, support capacity not checked): BL -A= 0.50 IN Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= 1055 LB Dead Load: DL- Rxn -B= 655 LB Total Load: TL- Rxn -B= 1710 LB Bearing Length Required (Beam only, support capacity not checked): BL -B= 0.50 IN Beam Data: Center Span Length: L2= 4.33 FT Center Span Unbraced Length -Top of Beam: Lu2 -Top= 1.33 FT Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= 4.33 FT Live Load Duration Factor. Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 360 Center Span Loading: Uniform Load: Live Load: wL -2= 488 PLF Dead Load wD-2= 293 PLF Beam Self Weight: BSW= 10 PLF Total Load: wT -2= 790 PLF Properties For. #2- Douglas Fir -Larch Bending Stress: Fb= 750 PSI Shear Stress' Fv= 170 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 750 PSI Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Fv'= 170 PSI Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 1852 FT -LB 2.165 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 1231 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 29.64 IN3 S= 51.56 IN3 Area (Shear): Areq= 10.87 IN2 A= 41.25 IN2 Moment of Inertia (Deflection): keg= 33.30 IN4 1= 193.36 IN4 Multi- Loaded Beamf 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 Bv: Jeffrey deRoulet , Architects Northwest on: 04 -07 -2006 : 09:44:09 AM Project: M2590A2F0 - Location: R03- MSTR BEDRM WINDOW HEADER Summary: 5.5 IN x 9.5 IN x 6.33 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 51.8% Controlling Factor: Section Modulus / Depth Required 7.71 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load. TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lug -Top= Center Span Unbraced Length -Bottom of Beam: Lug- Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Center Span Loading: Uniform Load: Live Load: wL -2= Dead Load: wD -2= Beam Self Weight: BSW= Total Load wT -2= Properties For. #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fcperp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 3.165 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear. V= At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 54.49 S= 82.73 Area (Shear): Areq= 16.82 A= 52.25 Moment of Inertia (Deflection): Irea= 104.38 1= 392.96 0.02 IN 0.03 IN = U2204 0.06 IN = U1355 1543 LB 966 LB 2509 LB 0.73 IN 1543 LB 966 LB 2509 LB 0.73 IN 6 33 FT 1.33 FT 6.33 FT 1.00 360 360 488 PLF 293 PLF 13 PLF 793 PLF 875 PSI 170 PSI 1300000 PSI 625 PSI 874 PSI 170 PSI 3970 FT -LB 1907 LB N3 N3 N2 N2 N4 N4 Multi- Loaded Beamf 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04-07 -2006 : 09:44:10 AM Project M2590A2F0 - Location: U01- FAMILY WINDOW HEADER Summary: 5.125 IN x 9.0 IN x 8.33 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 43.2% Controlling Factor. Moment of Inertia / Depth Required 7.98 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Camber Required: C= Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity Center Span Right End Reactions (Support B): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity Beam Data: Center Span Length: Center Span Unbraced Length -Top of Beam: Center Span Unbraced Length -Bottom of Beam: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Point Load 1 Live Load: Dead Load: Location (From left end of span): Trapezoidal Load 1 Left Live Load: Left Dead Load: Right Live Load: Right Dead Load: Load Start: Load End: Load Length: Trapezoidal Load 2 Left Live Load: Left Dead Load: Right Live Load: Right Dead Load: Load Start: Load End: Load Length: Properties For. 24F -V4- Visually Graded Western Species Bending Stress* Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 CI =1.00 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 5.331 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear. V= At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= S= Area (Shear): Areq= not checked): not checked): LL- Rxn -A= DL- Rxn -A= TL- Rxn -A= BL -A= LL- Rxn -B= DL- Rxn -B= TL- Rxn -B= BL -B= L2= Lug -Top= Lug- Bottom= Cd= L/ wL -2= wD -2= BSW= wT -2= PL1 -2= PD1 -2= X1 -2= TRL- Left -1 -2= TRD- Left -1 -2= TRL - Right -1 -2= TRD- Right -1 -2= A -1 -2= B -1 -2= C -1 -2= TRL- Left-2 -2= TRD - Left-2 -2= TRL - Right -2 -2= TRD- Right -2 -2= A -2 -2= B-2 -2= C -2 -2= Fb= Fv= Ex= Ev= Fc perp= Fb_cpr= Fb'= 0.07 0.12 0.19 0.10 1897 993 2890 0.87 3197 1847 5043 1.51 8.33 1.33 8.33 1.00 480 360 280 PLF 70 PLF 11 PLF 361 PLF 1299 LB 806 LB 5.33 FT 0 PLF 45 PLF 0 PLF 45 PLF 0.0 FT 5.33 FT 5.33 FT 488 PLF 373 PLF 488 PLF 373 PLF 5.33 FT 8.33 FT 3.0 FT 2400 PSI 240 PSI 1800000 PSI 1600000 PSI 650 PSI 1850 PSI 2397 PSI 48.23 IN3 69.19 IN3 25.80 IN2 IN IN = U803 IN =1.1516 IN LB LB LB IN LB LB LB IN FT FT FT 240 PSI 9633 FT -LB 4128 LB Page: 5 Multi- Loaded Beamf 2003 International Residential Code (01 NDS) I Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04-07 -2006 : 09:44:10 AM Project: M2590A2F0 - Location: U01- FAMILY WINDOW HEADER A= 46.13 IN2 Moment of Inertia (Deflection): keg= 217.36 IN4 1= 311.34 IN4 Multi- Loaded Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04 -07 -2006 : 09:44:10 AM Project: M2590A2F0 - Location: UO2- NOOK S.G.D. HEADER Summary: 5.5 IN x 11.5 IN x 6.33 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 31.3% Controlling Factor: Section Modulus / Depth Required 10.03 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lug -Top= Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= Live Load Duration Factor. Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: U Center Span Loading: Uniform Load. Live Load: wL -2= Dead Load: wD-2= Beam Self Weight: BSW= Total Load wT -2= Point Load 1 Live Load: PL1 -2= Dead Load: PD1 -2= Location (From left end of span): X1 -2= Trapezoidal Load 1 Left Live Load: TRL- Left -1 -2= Left Dead Load: TRD- Left -1 -2= Right Live Load: TRL - Riqht -1 -2= Right Dead Load: TRD - Right -1 -2= Load Start: A -1 -2= Load End: B-1 -2= Load Length: C -1 -2= Trapezoidal Load 2 Left Live Load: TRL - Left-2 -2= Left Dead Load: TRD- Left-2 -2= Right Live Load: TRL - Right -2 -2= Right Dead Load: TRD- Right -2 -2= Load Start: A -2 -2= Load End: B-2 -2= Load Length: C -2 -2= Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc _perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 FV: Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 2.912 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear. V= At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 92.30 S= 121.23 Area (Shear): Areq= 25.03 A= 63.25 Moment of Inertia (Deflection): Ireq= 166.56 1= 697.07 0.02 IN 0.03 IN = L/2304 0.05 IN = L/1507 1941 LB 1014 LB 2956 LB 0.86 IN 2592 LB 1332 LB 3925 LB 1.14 IN 6.33 FT 1.33 FT 6.33 FT 1.00 480 360 280 PLF 70 PLF 15 PLF 365 PLF 1055 LB 655 LB 2.83 FT 0 PLF 45 PLF 0 PLF 45 PLF 0.0 FT 2 83 FT 2 83 FT 488 PLF 293 PLF 488 PLF 293 PLF 2.83 FT 6.33 FT 3.5 FT 875 PSI 170 PSI 1300000 PSI 625 PSI 874 PSI 170 PSI 6724 FT -LB 2837 LB N3 N3 N2 N2 N4 N4 Paae:7 Multi- Loaded Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04-07 -2006 : 09:44:10 AM Project: M2590A2F0 - Location: UO2- NOOK S.G.D. HEADER Multi- Loaded Beamf 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04-07 -2006 : 09:44:11 AM Project: M2590A2F0 - Location: UO3- LAUNDRY /POWDER HALL BEAM Summary: 3.5 IN x 7.25 IN x 4.75 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 109.4% Controlling Factor: Section Modulus / Depth Required 5.01 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD- Center- Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load. TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lu2 -Top= Center Span Unbraced Length -Bottom of Beam: Lu2 - Bottom= Live Load Duration Factor. Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Center Span Loading: Uniform Load: Live Load: wL-2= Dead Load: wD-2= Beam Self Weight: BSW= Total Load wT -2= Properties For. #2- Douglas Fir -Larch Bending Stress Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fcjerp= Adjusted Properties Fb' (Tension): Flit= Adjustment Factors: Cd =1.00 Cf =1.30 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 2.375 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear. V= At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 14.64 S= 30.66 Area (Shear): Area= 7.61 A= 25.38 Moment of Inertia (Deflection): Ireq= 24.11 1= 111.15 0.01 IN 0.03 IN = L/2213 0.03 IN = U1749 950 LB 252 LB 1202 LB 0.55 IN 950 LB 252 LB 1202 LB 0.55 IN 4.75 FT 0.0 FT 4.75 FT 1.00 480 360 400 PLF 100 PLF 6 PLF 506 PLF 900 PSI 180 PSI 1600000 PSI 625 PSI 1170 PSI 180 PSI 1428 FT -LB 914 LB N3 N3 N2 N2 N4 N4 Multi- Loaded Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04-07 -2006 : 09:44:12 AM Project: M2590A2F0 - Location: U04- NOOK/DINING HALL BEAM Summary: 3.5 IN x 9.25 IN x 7.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 71.8% Controlling Factor: Section Modulus / Depth Required 7.06 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lu2 -Top= Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= Live Load Duration Factor. Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Trapezoidal Load 1 Left Live Load: Left Dead Load: Right Live Load: Right Dead Load: Load Start: Load End: Load Length: Properties For. #2- Douglas Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 Cf=1.20 Adiustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 3.71 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear. V= At a distanced from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Fv': wL -2= wD-2= BSW= wT -2= TRL- Left -1 -2= TRD- Left-1 -2= TRL - Right -1 -2= TRD - Right -1 -2= A -1 -2= B -1 -2= C -1 -2= Fb= Fv= E= Fcperp= Fb'= Fv'= Sreq= S= Areg= A= keg= 0.01 0.05 0.06 1073 296 1369 0.63 1260 343 1603 0.73 7.0 0.0 7.0 1.00 480 360 280 PLF 70 PLF 8 PLF 358 PLF 107 PLF 27 PLF 107 PLF 27 PLF 3.5 FT 7.0 FT 3.5 FT 900 PSI 180 PSI 1600000 PSI 625 PSI 1080 PSI 180 PSI M= 2614 FT -LB 1225 LB 29.05 49.91 10.21 32.38 64.33 230.84 IN IN = L/1723 IN = L/1353 LB LB LB IN LB LB LB IN FT FT FT N3 N3 N2 N2 N4 N4 Multi- Loaded Beam( 2003 International Residential Code (01 NDS)1 Ver. 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04 -07 -2006 : 09:44:12 AM Project: M2590A2F0 - Location: U05- BEAM BETWEEN LIVING/DINING Summary: 5.125 IN x 12.0 IN x 13.33 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 19.9% Controlling Factor: Moment of Inertia / Depth Required 11.3 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load. TLD- Center= Camber Required: C= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= 3466 LB Dead Load: DL- Rxn -A= 966 LB Total Load: TL- Rxn -A= 4432 LB Bearing Length Required (Beam only, support capacity not checked): BL -A= 1.33 IN Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= 3466 LB Dead Load: DL- Rxn -B= 966 LB Total Load: TL- Rxn -B= 4432 LB Bearing Length Required (Beam only, support capacity not checked) BL -B= 1.33 IN Beam Data: Center Span Length: L2= 13.33 FT Center Span Unbraced Length -Top of Beam Lu2 -Top= 0.0 FT Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= 13.33 FT Live Load Duration Factor. Cd= 1.00 Live Load Deflect. Criteria: L/ 480 Total Load Deflect. Criteria: L/ 360 Center Span Loading: Uniform Load: Live Load: wL -2= 520 PLF Dead Load: wD-2= 130 PLF Beam Self Weight: BSW= 15 PLF Total Load: wT -2= 665 PLF Properties For: 24F -V4- Visually Graded Western Species Bending Stress Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc perp= 650 PS Fb_cpr= 1850 PS Fb'= 2400 PS Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 6.665 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= S= Area (Shear): Area= A= Moment of Inertia (Deflection): Ireq= 1= 0.08 IN 0.28 IN = U575 0.36 IN = L /450 0.12 IN Fv'= 240 PS M= 14769 FT -LB V= 3811 LB 73.85 123.00 23.82 61.50 615.74 738.00 N3 N3 N2 N2 N4 N4 Multi- Loaded Beam! 2003 International Residential Code (01 NDS) I Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04-07 -2006 : 09:44:13 AM Project: M2590A2F0 - Location: U06- BEAM OVER GARAGE SUPPORTING GIRDER Summary: 7.0 IN x 9.25 IN x 12.5 FT / 2.0E Parallam - Trus Joist - MacMillan Section Adequate By: 17.1% Controlling Factor. Moment of Inertia / Depth Required 8.77 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lu2 -Top= Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Point Load 1 Live Load: Dead Load: Location (From left end of span): Trapezoidal Load 1 Left Live Load: Left Dead Load: Right Live Load: Right Dead Load: Load Start: Load End: Load Length: Properties For. 2.0E Parallam- Trus Joist - MacMillan Bending Stress: Fb= Shear Stress Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fcperp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 Cf =1.03 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 4.0 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): wL -2= wD -2= BSW= wT -2= PL1 -2= PDt -2= X1 -2= TRL- Left-1 -2= TRD- Left -1 -2= TRL - Right -1 -2= TRD - Right -1 -2= A -1 -2= B -1 -2= C -1 -2= Sreq= S= Areq= A= Ireq= 1= 0.14 0.21 0.36 2371 1583 3954 0.75 1204 800 2004 0.38 12.5 0.0 12.5 1.00 480 360 40 PLF 10 PLF 20 PLF 70 PLF 2700 LB 1620 LB 4.0 FT 188 PLF 193 PLF 188 PLF 193 PLF 2.0 FT 4.0 FT 2.0 FT 2900 PSI 290 PSI 2000000 PSI 750 PSI 2985 PSI IN IN = U698 IN =1.1422 LB LB LB IN LB LB LB IN FT FT FT 290 PSI 14495 FT -LB 3901 LB 58 27 99.82 20.18 64.75 394.10 461.68 N3 N3 N2 N2 N4 N4 Multi- Loaded Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04 -07 -2006: 09:44:13 AM Project: M2590A2F0 - Location: U07- BEAM OVER GARAGE SUPPORTING GIRDER Summary: 7.0 IN x 9.25 IN x 12.5 FT / 2.0E Parallam - Trus Joist - MacMillan Section Adequate By: 17.1% Controlling Factor: Moment of Inertia / Depth Required 8.77 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length-Top of Beam: Lu2 -Top= Center Span Unbraced Length-Bottom of Beam: Lu2- Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Point Load 1 Live Load: Dead Load: Location (From left end of span): Trapezoidal Load 1 Left Live Load: Left Dead Load: Right Live Load: Right Dead Load: Load Start: Load End: Load Length: Properties For: 2.0E Parallam- Trus Joist - MacMillan Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 Cf =1.03 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 4.0 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear. V= At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): wL -2= wD -2= BSW= wT -2= PL1 -2= PD1 -2= X1 -2= TRL- Left -1 -2= TRD- Left-1 -2= TRL - Right -1 -2= TRD- Right -1 -2= A -1 -2= B -1 -2= C -1 -2= Fb= Fv= E= Fc_perp= Sreq= S= Area= A= Ireq= 1= 0.14 0.21 0.36 2371 1583 3954 0.75 1204 800 2004 0.38 12.5 0.0 12.5 1.00 480 360 40 PLF 10 PLF 20 PLF 70 PLF 2700 LB 1620 LB 4.0 FT 188 PLF 193 PLF 188 PLF 193 PLF 2.0 FT 4.0 FT 2.0 FT 2900 PSI 290 PSI 2000000 PSI 750 PSI 2985 PSI IN IN = L/698 IN = U422 LB LB LB IN LB LB LB IN FT FT FT 290 PSI 14495 FT -LB 3901 LB 58.27 99.82 20.18 64.75 394.10 461.68 N3 N3 N2 N2 N4 N4 Multi- Loaded Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04-07 -2006 : 09:44:14 AM Project: M2590A2F0 - Location: U08- MAIN GARAGE BEAM Summary: 5.125 IN x 19.5 IN x 20.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 47.4% Controlling Factor. Moment of Inertia / Depth Required 17.13 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Camber Required: C= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= 5234 LB Dead Load: DL- Rxn -A= 2063 LB Total Load: TL- Rxn -A= 7297 LB Bearing Length Required (Beam only, support capacity not checked): BL -A= 2.19 IN Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= 5174 LB Dead Load: DL- Rxn -B= 2023 LB Total Load: TL- Rxn -B= 7197 LB Beating Length Required (Beam only, support capacity not checked) BL -B= 2.16 IN Beam Data: Center Span Length: L2= 20.0 FT Center Span Unbraced Length -Top of Beam: Lug -Top= 0.0 FT Center Span Unbraced Length -Bottom of Beam: Lug- Bottom= 20.0 FT Live Load Duration Factor. Cd= 1.00 Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Center Span Loading: Uniform Load: Live Load: wL -2= Dead Load: wD -2= Beam Self Weight: BSW= Total Load: wT -2= Point Load 1 Live Load: PL1 -2= 1204 LB Dead Load: PD1 -2= 800 LB Location (From left end of span): X1 -2= 4.0 FT Point Load 2 Live Load: PL2 -2= 1204 LB Dead Load: PD2 -2= 800 LB Location (From left end of span): X2 -2= 15.5 FT Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc peril= 650 PS Fb_cpr= 1850 PS Fb'= 2297 PS Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 Cv =0.96 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 10.0 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear. V= At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= S= Area (Shear): Areq= A= Moment of Inertia (Deflection): Ireq= 1= 0.13 IN 0 33 IN = U738 0.45 IN = U531 0.19 IN 240 PS 34732 FT -LB 6458 LB 181.41 324.80 40.36 99.94 2148.47 3166.77 400 PLF 100 PLF 24 PLF 524 PLF N3 N3 N2 N2 N4 N4 Multi- Loaded Beam( 2003 International Residential Code (01 NDS11 Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04 -07 -2006 : 09:44:15 AM Project: M2590A2F0 - Location: U09- 16' -0' O.H.D. HEADER Summary: 3.5 IN x 18.0 IN x 16.33 FT / 2.0E Parallam - Trus Joist- MacMillan Section Adequate By: 23.5% Controlling Factor: Moment of Inertia / Depth Required 16.77 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lug -Top= Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: L/ Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Point Load 1 Live Load: Dead Load: Location (From left end of span): Point Load 2 Live Load: Dead Load: Location (From left end of span): Trapezoidal Load 1 Left Live Load: Left Dead Load: Right Live Load: Right Dead Load: Load Start: Load End: Load Length: Trapezoidal Load 2 Left Live Load: Left Dead Load: Right Live Load: Right Dead Load: Load Start: Load End: Load Length: Trapezoidal Load 3 Left Live Load: Left Dead Load: Right Live Load: Right Dead Load: Load Start: Load End: Load Length: Properties For. 2.0E Parallam- Trus Joist - MacMillan Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 Cf =0.96 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: wL -2= wD -2= BSW= wT -2= PL1 -2= PD1 -2= X1 -2= PL2 -2= PD2 -2= X2 -2= TRL- Left-1 -2= TRD- Left-1 -2= TRL - Right -1 -2= TRD- Right -1 -2= A -1 -2= B -1 -2= C -1 -2= TRL- Left -2 -2= TRD - Left -2 -2= TRL - Right -2 -2= TRD - Right -2 -2= A -2 -2= B -2 -2= C -2 -2= TRL- Left-3-2= TRD- Left -3-2= TRL - Right -3 -2= TRD - Right -3-2= A -3-2= B -3-2= C -3-2= Fb= Fv= E= Fcjerp= Fb'= Fv'= 0.16 0.28 0.44 5656 3399 9054 3.45 5518 3312 8830 3.36 16.33 0.0 16.33 1.00 480 360 0 0 20 20 2371 1583 2.17 2371 1583 13.67 403 215 403 215 0.0 2.17 2.17 390 190 390 190 2.17 13.67 11.5 403 215 403 215 13.67 16.33 2.66 2900 290 2000000 750 IN IN = L/705 IN = U445 LB LB LB IN LB LB LB IN FT FT FT PLF PLF PLF PLF LB LB FT LB LB FT PLF PLF PLF PLF FT FT FT PLF PLF PLF PLF FT FT FT PLF PLF PLF PLF FT FT FT PSI PSI PSI PSI 2772 PSI 290 PSI M= 29658 FT -LB Pape: 15 Multi- Loaded Beamf 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04 -07 -2006 : 09:44:15 AM Project: M2590A2F0 - Location: 1J09- 16 -0" O.H.D. HEADER 8.328 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 128.38 S= 189.00 Area (Shear): Areq= 41.98 A= 63.00 Moment of Inertia (Deflection): Iraq= 1376.81 1= 1701.00 8117 LB N3 N3 N2 N2 N4 N4 Multi- Loaded Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04-07 -2006 : 09:44:15 AM Project: M2590A2F0 - Location: U10- COVERED ENTRY BEAM Summary: 3.5 IN x 7.25 IN x 7.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 162.2% Controlling Factor. Section Modulus / Depth Required 4.52 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lu2 -Top= Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: U Center Span Loading: Uniform Load: Live Load: wL -2= Dead Load: wD-2= Beam Self Weight: BSW= Total Load: wT -2= Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc _perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 Cf =1.30 Fv': Fv'= Adiustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 3.5 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear. V= At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 11.70 S= 30.66 Area (Shear): Area= 4.56 A= 25.38 Moment of Inertia (Deflection): keg= 26.93 1= 111.15 0.02 IN 0.03 IN = U2458 0.06 IN = L/1486 394 LB 258 LB 652 LB 0.30 IN 394 LB 258 LB 652 LB 0.30 IN 7.0 FT 0.0 FT 7.0 FT 1.00 360 360 113 PLF 68 PLF 6 PLF 186 PLF 900 PSI 180 PSI 1600000 PSI 625 PSI 1170 PSI 180 PSI 1140 FT -LB 547 LB N3 N3 N2 N2 N4 N4 April 28, 2006 Mr. Darren Ludwigsen Denali Properties, LLC P.O. Box 1845 Bellevue, Washington 98009 CONSTRUCTION FEASIBILITY PROPOSED SINGLE-FAMILY RESIDENCE 48TH PLACE SOUTH AND SOUTH 145TH STREET TUKWILA, WASHINGTON Protect No. E -12463 Dear Mr. Ludwigsen: PROJECT DESCRIPTION Earth Consultants, Inc. A Banal Valeta Gwprry 1805136d, Place.N.E, Suitt 281 Belles, WA 98005 MAY 03 2006 PERMIT CENTER FZLF Oppr Femllt No. Earth Consultants, Inc. rim Geotechnicat Services Department :tpt REVIEWED FOR CODE COMPLIANCE nnnnvcfl SEP - 9200 !n t C 1 Of Tu wila BUILDING DIVISION The purpose of this letter is to provide a summary of our field observations and review of the subject site, and to assess the feasibility of constructing a single - family residence at the site. In preparing for this letter, we reviewed information provided by the client, performed a visual reconnaissance of the site, and reviewed lnfommmmation in our library and files. The subject property consists of a 6500 - square -foot, vacant, residential parcel (Parcel No. 0040000513). The site is looted along the east side of 48th Place South, approximately 70 feet north of the intersection of 48th Place South, and South 145th Street. The site is bordered to the north, east, and south by single - family residence lots and to the west by 48th Place South. We understand It is planned to develop the site with a new, single - family residence. Based on our experience with similar projects, the residence will likely be of wood frame construction with a combination of slab -on -grade and wood joist floors. RECEIVEd4i1et i425) 643-3180 C IT Y OF TUK4ltitA(425)14b0860 INCOMPLETE LTR# ( id CONSTRUCTION FEASIBILITY Denali Properties, LW SiTE REVIEW Surface E -12463 April 28, 2006 ECI performed a visual reconnaissance of the subject site to look for the presence of steep slopes, potential hazard areas and instability issues. We used a hand level and tape measure to estimate the gradient of the site. Based on our observations, the site contains an east - facing slope that descends from the western property line to the eastern property line at an average gradient of approximately 18 percent. No indications of slope failure or settlement issues were observed within and around the site. The site is vegetated primarily with tall grass. Two gravel stockpiles were observed at the western portion of the site. Subsurface As part of our scope of services for this letter, ECI reviewed a report of geotechnical investigation for the subject site and the surrounding area completed by Soil and Environmental Engineers, Inc. dated August 3, 2000. Based on our review of the report, one test pit, Test Pit TP -1, was located within the limits of the subject lot, near the west property line. At the location of Test Pit TP -1, 1 foot of fill over 1.5 feet of silty sand with organic debris was encountered. At 2.5 feet below grade, weathered glacial till comprised of medium dense silty sand with gravel over very dense glacial till comprised of silty sand was encountered to the maximum exploration depth of 7 feet below grade. PRELIMINARY GEOTECHNiCAL RECOMMENDATIONS Based on the results of our field observations and site review, it is our opinion that construction of the proposed single- family residence is feasible from a geotechnical standpoint The foundations may bear on the medium dense soil encountered at approximately 2.5 feet below grade in the referenced test pit ECI should be requested on-site during excavation of the foundation to observe if the condition of the subsurface soils Is as anticipated. Earth Consultants, Inc. Page 2 A Bureau Yentas Company CONSTRUCTION FEASIBILITY Denali Properties, LLC LIMITATIONS Our recommendations have been prepared for specific application to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under conditions in this area for the exclusive use of Denali Properties, LLC and their representatives. No warranty, expressed or Implied, is made. This report, In its entirety, should be included In the project contract documents for the Information of the contractor. We trust this information meets your needs. If you have any questions, please call. Respectfully submitted, EARTH CONSULTANTS, INC. Steve J. Scharf Q.4 Staff Geologist Scott D. Dinkelman, LEG Principal a Earth Consultants, Inc. A Bureau Veritas Company E -12463 April 28,2006 Page 3 July 9, 2007 City of Tukwila — Department of Public Works 6300 Southcenter Boulevard Tukwila, WA 98188 Attention: Joanna Spencer Subject: Denali Properties at Foster Heights — Storm Drainage 14424 48 Place South Tukwila Building Permit #D06 -129 Dear Ms Spencer, Several weeks ago we briefly discussed this project. During our conversation we discussed the project and the downstream property to the east. All surface water runoff from impervious surface areas on the subject property are to be collected and conveyed to the existing public storm drainage system. Gravity flow is not possible for this project due to topography and lack of downstream easement through private property therefore a pumped storm drainage system is required. Also during our conversation It was my understanding that the existing infiltration trench and surface water interceptor trench will remain in place and serve to collect and infiltrate the surface runoff from pervious surfaces (grass and landscape) only. The information attached to this letter includes a check/comparison of the pre- developed surface flow to the developed surface flow being infiltrated. This was performed to ensure that the downstream property would not be affected by this project under normal circumstances. In addition, an evaluation of the developed flow from impervious surfaces was performed and a sump pump selected. On behalf of Denali Properties, Inc. I respectfully submit 4 sets of the plan and calculations for the storm drainage sump and pump required for the subject new residence located at 14424 48 Place South for your review and approval. Sincerely, eryl ra14tl, P.E. Project ontinuity Associates CC : Darren Ludwigsen Denali Properties, Inc. P.O. Box 1845 RECEIVED Bellevue, WA 98009 CITY Cv- TUKWILA MI. 1 01007 PEriAT CENTER RECEIVED JUL 10 2007 TUKWILA PUBLIC WORKS REVS1ON NO.1 D%' IZq a c ea 0 y a w o o 'N o, Z w n/ lieePtZ77t S & ,* C /1f/tf - #1 v/t pe5 : /4g2-f 19771 Pi9ce clo e 7 7ZL S/yj ireAs = 05W0 - %t = O. /5 ,gco4,5f� 50 045/6 MNDi 4f -0 G7Zv5 4CF S 7'U �►�i��T Pe-0 70 MFG / gu-60 iz avcS -1-7 - ‘04/ E1uo ©, 4e-ta 4/r77c# « aczaz2ic Tfl 47v /N` /L DN 7 ay. M - As// a hfl7Z' f> 2) ha- nkiQCfice thn c eat r awl Neil / 1,w k101 �i�falr � dge caLt 1& coNd€ -t6o n' A' n /°UN1PE0 Ofi mre2 Piz 98 4677/ � o r is N 3� PetPoso fL7wotz1OErt /.S xern /J Mtoo, l� O -< xo /t4XE S9Rt / noV rlofr) G,ir/ao gO-R4 ,y2tt /5 £a'4t 7 ore LASS /PPE z0W1/tGDPE.) COQ0/7z124) S. 77/-g /GbYX t ?ne-M 70 F1 rl-d4 - rZ PoefartLOPf 0 5/ = D. /5 ntlet // LJef nttsr = ©, /5' // Z \ Nf�tt. — ioo /cr, I to / =, SooTTZ ) /oo .7 2 = <0, 3 6/ t., f iAmt7t'fr7 8t iq-r St it n/4Z /5 less 7171 c_ 3 Mir✓ = e(0/ 610 V V= k, 0,14 ( )7 . = !, 5'Z M /'/1"7"k 5 6, 3 ii //1 5 .2 (41/ 4'/ (&,3) - ° ' 3,40 a 0 a E W 0 U N N- Ce) C • z w o? 0o (Pi on'aon g) '' (0,<s 3,1X0,/5) 0.077 c-5 IOW GfigeA fofO /00 yz ara reC not/ eon !m✓o cfin -/ tss O. / 0 4 .Z;, = a4 (110-440as ai Lavrj ne v) G - O,ZS f} = 070 0 CQ= (d,isXatxo,ia) = O•o9 o. 085 -- 0, 077 CF5 = O. 0 9 C 55 ?1MN / /lo CF6 //1, 4 in- / 4r�� ao i0 D� °fie KGSf./oA-I) PeotW6v ©,c ✓ t5z6iv Pfilr -'r 70 /0 zs 50 4W12 /00 is flo, Q= chit oft G = 0,,o =0,o y ,4 s 2 = A„, /,o) o (2,19) Zzs (Q'ir) = — 2 77 Z so -6Po1/66) =(3 ,5%2'7sx6,35) - o,Gs - Z, 91 Zoo ( 0, X40,) t l sxtaw)(6.,36)- 0, 63 0 , 1 .0 0.099 Cps = +5' GPNR Qzs:" 69,1)(2 37X o, os) = 0. 25 CF5 = 56' G P I" I [V/id £ Z 27 ,'Y4 SdV = 261-1(1 C add 7 49'0 = oo/ = 2 = dOoy A° 7 = . L (ziiz24/ Mir') 47 /fV'h' sr /11/ % -v 70//d 1d 00/ - 7" Y '2 dog)/ jj 2Z �s 5( 7 0 1 ,4 - 19Wy1 /) 2 z n v7-fYj m Z C o CO CD v y CO m 2 C 0 a c 0 Co 0 a - o co E wV T W _co C) N oC z w (f ro = 07,10)(2-11Y0 F o 5) = 0.131 cy5 = 59 &en g l oo — (0.9ax3.4)(0.0 S- = 0,153 cP5 = 69 Cet . 1/11N/4 i4 Le /0 25YQ -74 5U - 2 a /00Y� —Zl Hz O, 099 Cr-5 0,/z5 CPS 01131 GA5 O./53 C5 44 C*PNl 5?o aen 57 CrPM"i !v9 GPI 1 7OT?L OrAi /G iff40 (Toil) 7D// _ $iOnCik) Go5 /2 Pr 7c- 3N - /5 fr ,q' g CerreGE / oPe /a IPSSIN I Cl/Kve /Vc 0T-40 ©N ati,l/ tien / OP /, 3.2.1 RATIONAL METHOD The Rational Method is a simple, conservative method for analyzing and sizing conveyance elements serving small drainage subbasins, subject to the following specific limitations: • Only for use in predicting peak flow rates for sizing conveyance elements • Drainage subbasin area A cannot exceed 10 acres for a single peak flow calculation • The time of concentration T must be computed using the method described below and cannot exceed 100 minutes. It is also set equal to 6.3 minutes when computed to be less than 6.3 minutes. Note: Unlike other methods of computing times of concentration, the 6.3 minutes is not an initial collection time to be added to the total computed time of concentration. o RATIONAL METHOD EQUATION The following is the traditional Rational Method equation: QR where = CI (3-1) QR = peak flow (cfs) for a storm of return frequency R C = estimated runoff coefficient (ratio of rainfall that becomes runoff) 4 = peak rainfall intensity (inches/hour) for a storm of return frequency R A = drainage subbasin area (acres) "C" Values The allowable runoff coefficients to be used in this method are shown in Table 3 2 1.A (p. 3 -13) by type of land cover. These values were selected following a review of the values previously accepted by King County for use in the Rational Method and as described in several engineering handbooks. The values for single family residential areas were computed as composite values (as illustrated in the following equation) based on the estimated percentage of coverage by roads, roofs, yards, and unimproved areas for each density. For drainage basins containing several land cover types, the following formula may be used to compute a composite runoff coefficient, C C (CIA, + C2A2 +... + C.A.)/A, ( - where A = total area (acres) A, 2, ,., . = areas of land cover types (acres) C = runoff coefficients for each area land cover type "I." Peak Rainfall Intensity The peak rainfall intensity /it for the specified design storm of return frequency R is determined using a unit peak rainfall intensity factor i in the following equation: where IR = (PR)OR) (3 -3) PR = the total precipitation at the project site for the 24 -hour duration storm event for the given return frequency. Total precipitation is found on the Isopluvial Maps in Figure 3.2.1.A through Figure 3.2.1.D beginning on page 3 -14. the unit peak rainfall intensity factor The unit peak rainfall intensity factor iR is determined by the following equation: 3.2.1 RATIONAL METHOD 2005 Surface Water Design Manual 1/24/2005 3 -11 TABLE 3.2.LA RUNOFF COEFFICIENTS - "C' VALUES FOR THE RATIONAL METHOD General Land Covers Single Family Residential Areas' Land Cover C Land Cover Density C Dense forest 0.10 0.20 DU /GA (1 unit per 5 ac.) 0.17 Light forest 0.15 0.40 DU /GA (1 unit per 2.5 ac.) 0.20 Pasture 0.20 . 0.80 DU /GA (1 unit per 1.25 ac.) 0.27 Lawns 0.25 1.00 DU /GA 0.30 Playgrounds 0.30 1.50 DU /GA 0.33 Gravel areas 0.80 2.00 DU /GA 0.36 Pavement and roofs 0.90 2.50 DU /GA 0.39 Open water (pond, lakes, wetlands) 1.00 3.00 DU /GA 3.50 DU /GA 0.42 0.45 4.00 DU /GA 0.48 4.50 DU /GA 0.51 5.00 DU /GA 0.54 5.50 DU /GA 0.57 6.00 DU /GA 0.60 • Based on average 2,500 square feet per lot of Impervious coverage. For combinations of land covers listed above, an area - weighted 'C,:x A, sum should be computed based on the equation C x A, = (C x Ar) + (C2x A + ., ±(C, x A where A (A, + A2 + ...+A.), the total drainage basin area. TABLE 3.2.I.0 ARV ALUES FOR T, USING THE RATIONAL METHOD` Land Cover Category k Forest with heavy ground litter and meadow 2.5 Fallow or minimum tillage cultivation 4.7 Short grass pasture and lawns 7.0 Nearly bare ground 10.1 Grassed waterway 15.0 Paved area (sheet flow) and shallow gutter flow 20.0 TABLE 3.2.1.6 COEFFICIENTS FOR THE RATIONAL METHOD . EQUATION ., Design Storm Return Frequency a 6 2 years 1.58 0.58 5 years 2.33 0.63 10 years 2.44 0.64 25 years 2.66 0.65 50 years 2.75 0.65 100 years 2.61 0.63 2005 Surface Water Design Manual 3 - 13 3.2.1 RATIONAL METHOD 1/24/2005 SECTION 3.2 RUNOFF COMPUTATION AND ANALYSIS METHODS is = ( as)(Ta'. } where 7', = time of concentration (minutes), calculated using the method described below and subject to equation limitations (6.3 5 T <_ 100) a b = coefficients from Table 3.2.1.B (p. 3 -13) used to adjust the equation for the design storm return frequency R This "iR' equation was developed by DNRP from equations originally created by Ron Mayo, P.E. It is based on the original Renton /Seattle Intensity/Duration /Frequency (I.D.F.) curves. Rather than requiring a family of curves for various locations in King County, this equation adjusts proportionally the Renton/Seattle I.D.F. curve data by using the 24 -hour duration total precipitation isopluvial maps. This adjustment is based on the assumption that the localized geo- climatic conditions that control the total volume of precipitation at a specific location also control the peak intensities proportionally. Note: Due to the mathematical limits of the equation coefficients, values of T. less than 6.3 minutes or greater than 100 minutes cannot be used. Therefore, real values of 71. less than 6.3 minutes must be assumed to be equal to 6.3 minutes, and values greater than 100 minutes must be assumed to be equal to 100 minutes. "T7 Time of Concentration The time of concentration is defined as the time it takes runoff to travel overland (from the onset of precipitation) from the most hydraulically distant location in the drainage basin to the point of discharge. Note: When C. (see Equation 3 -2) of a drainage basin exceeds 0.60, it may be important to compute T and peak rate ofllow from the impervious area separately. The computed peak rate of flow for the impervious surface alone may exceed that for the entire drainage basin using the value at T for the total drainage basin. The higher of the two peak flow rates shall then be used to size the conveyance element. T is computed by summation of the travel times T, of overland flow across separate flowpath segments defined by the six categories of land cover listed in Table 3.2.1.0 (p. 3 -13), which were derived from a chart published by the Soil Conservation Service in 1975. The equation for time of concentration is: Ti = T, + T, +... + T„ ( -5 ) where T, = travel time for consecutive flowpath segments with different land cover categories or flowpath slope Travel time for each segment t is computed using the following equation: 60V ( '(3 -6) where T, = travel time (minutes) Note: T, through an open water body (such as a pond) shall be assumed to be zero with this method L = the distance of flow across a given segment (feet) V = average velocity (fps) across the land cover = k s, where kR = time of concentration velocity factor, see Table 3.2.1.0 s„ = slope of flowpath (feet/feet) 1/24/2005 2005 Surface Water Design Manual 3 -12 FIGURE 3.2.1.8 10 -YEAR 24 -HOUR ISOPLUVIALS a6 R.? a8 3. WESTERN KING COUNTY 10 -Year 24 -Hour Precipitation in Inches 2005 Surface Water Design Manual L IMO COUNTY •ICNCI COUNTY 4 0 2 4 Miles 3 -15 eV' 3.2.1 RATIONAL METHOD 66Oy MINX COUNTY KING COUNTY 4.0 1 A O 4.5 4.0 1/24/2005 SECTION 3.2 RUNOFF COMPUTATION AND ANALYSIS METHODS FIGURE 3.2.1.0 25-YEAR 24-HOUR ISOPLUVIALS I 1/24/2005 rit 0 1/4 • ot 4 11/1) JEW AMC COUNTY 412. PIERCE COUNTY WESTERN KING COUNTY 25-Year 24-Hour Precipitation in inches 0 2 4 Miles 3-16 ILION411M COUNTY KING COUNTY • 4• CI 5.5 3.0 4.5 5.0 ""N TUN 2005 Surface Water Design Manual FIGURE 3.2.1.D 100 -YEAR 24 -HOUR ISOPLUVIALS 1 WESTERN KING COUNTY 100 -Year 24 -Hour Precipitation in Inches 2005 Surface Water Design Manual 0 2 4 Miles. 3 -17 3.2.1 RATIONAL METHOD COUNTY COUNTY 1/24/2005 CORRECTION LTR #.___�_._ E\ION NOJ fILE COPY perm ttO. �� c - c'� . tot1S. ze Pica ,t 3: t . System Design, Operation and Maintenance Manual fECEIVED AUG 2 3 2007 TUKWILA PUBLIC WORKS Storm Drainage Pumping System 14424 48 Place South Tukwila, WA 98188 August 20, 2007 RECEIVED AUG 21 2007 T U P06 -OS� PUBLIC W KWIL O A RKS W l20,1 Table of Contents General Information for the Homeowner Section 1 Pump System Design Section 2 General Pump Information Section 3 Pump Installation Instructions Section 4 Pump Disconnect Fitting Information Section 5 Pump Disconnect Installation Instructions Section 6 Pump Replacement Parts List. Section 7 Local Pump System Service Providers Section 8 Pump Start-Up Record Section 9 Notice On Title — Pumped Drainage System Section 10 System Plan Section 11 Action Frequency Homeowner remove sump cover and observe system operation Rainy Season- Weekly Professional Pump Service Provider Inspection/Service Once Yearly Section 1— General Information to the Homeowner The following information is presented to the homeowner of the property currently addressed as 14424 48 Place South, Tukwila Washington (which is also known as King County Tax Parcel #004000 -0513) as general ownership and operation information for the on -site storm drainage system required to serve the residential property. It is recommended that the homeowner consult professional pumping system service providers for annual pumping system observation and/or maintenance. Please refer to the sketch on the following page for the general locations of the privately owned, operated and maintained storm drainage facilities serving this property. These facilities are required to properly collect and drain the surface and subsurface areas of the property. The homeowner is responsible for all operation, maintenance, service and system replacement (if required at anytime in the future) costs. Infiltration Trenches An infiltration trench is a gravel filled trench which allows water to seep back into the ground in a manner emulating pre- developed site conditions. The onsite landscape and grass areas are to be collected and flow muted to the 2 existing infiltration systems located near the east property line. Care should be taken not to run any heavy equipment over the top of these systems as heavy equipment may cause compaction and possibly failure of the systems. If system failure occurs, a replacement system must be designed and installed at homeowner cost. Sump and Pump System Due to the topographic constraints of the project site with the back yard and foundation footings being lower than the available outlet to the nearest direct route public storm drainage system and the lack of an easement through the downstream property, this property is required to collect a certain portion of the storm drainage flow generated onsite and pump the flow to the public storm drain system. Storm drainage connection to sanitary sewer systems is not allowed. The onsite paved and rooftop areas together with the footing drainage system is to be directed to the storm drainage sump and pumped to the outfall to City of Tukwila public storm drainage system. Care should be taken by homeowner to protect sump, pump and associated connections from damage by machinery and the outdoor elements. Solid materials shall not enter the pumped system as they will likely cause pump failure or system clogging resulting in system failure and possible overflow. The following schedule of observation and system maintenance is suggested: DISCHARGE TO PUBLIC STORM DRAIN SYSTEM CITY OF TUKWILA BUILDING PERMIT #1)06 -129 14424 48 Place South, Tukwila, WA NOT TO SCALE Section 2 — Pump System Design a c 0 a w co � � c1 c zW W J I ZE N v9- -/ PaPe<r765 & ,o5r e /14/6 v/m 4 : /4121 anl// Mee Awn/ 'T37�Z - /Tt 4 t 4 = &coo 5f = D, /S 46e. / S,40 C45'6..A) 1� MNOoi4 - ioP Sin azas ,.EAs 7P ` T F -o -V To 4 trjLL c1 -*r Gay,/ F,1I20 • / / Se/ « rsat2e T Tfl Aiv /NF-/G TIlDN 7 N0/ evonnc� frie i ,RO4 ve 4 s /Go a /NilG 2 Au- .', /4a< Raga, RZs I ,t d >-MP vaoyns ether- Aga cige coa- -ec 6 ; C M/&re,o 7D 4 an � � PPMP6D �vYS qSt&� 41977/ / L � 3� P oveoseco /?L rne'l o c c To /14 e ARE /°/ &PCSE.D Paws/ / efr D0G�' E� S I2 /5 EQ �77o .e P 77ft /Go5R 37nCn 7'a £I- '4Id4 -rZ Pi teirea 0 /rL - 0, /5 gzct ii ufritr rrxrs, = p, /5' j Se- — ) = / =ioo c �cn,Y /� q,0 a (V5G f? /An n»-i be-cr s.. 4 C-W'TZ /S G/ *s 7- 0., 3 Mir✓ = ev &o V v- =(2,s p,/t)= a 9i era' ) 6 _ 1.52.,, 1 o.,3 1rn 5 —i, (4i ,/5x2,49/,6,3) ° 3."�0 a oc 0 a E w y o C% • W w w Q In Q 00 (Pift.Otvap dw) - (0,i q3.1)(o is ) 0,077 cfs No4/ c Wec eogePOStO /0 yz #'ano no P,a`J Goo o tn-/ iss -. = 0•/0 4046 2 (exenpas e.3Gatai) G = 0,25 0,/O Q (a,zsi o• /D, = 0.095 0.085' -- 04077 eP5 = 0.0o 9 ear-5 / 42w 4455 77mN / //O CC-5 ktiefla AstT rift /00 5&9 ln /5 ,f GE- //&OttC C2at ?Five 50 KCCy/- f7 /0A.'5(5f777VAJ KGSs✓o ,1) reetr eV 04 in/kg PI'fl v7i 770/1) /0 z5 50 ,1z'i2 /00 WK no R= G/4 atet G - ©, 9a 4 y =0.06 .o =(e /, o )s (2 ,` 12244x&,3) -"04= (2.-14) 2; - =6 M =(3.45 4M- °45- 2777 / 6 _ 41. =(P ;) = (3.5x2.75s(2,3a) -qGs Z. -T„ 00 )= - Alsit-6 , 1)( 6,30 ) -° ' &3 = Q!o (ci 05) =. 0.099 cc5 = 44 GPl" 1 �?z� 69,9yZ -77X o, 05) = O. as = 5!v GP/-/ -0 as c 0 y 0 w V m (0 � in Z W C4tt 7; (/MP4eviovs 5) 22 p'T goof e, 5• /O% f /00 Gras G /i°E , 2% (9,3 M /A/ 25 /i/N /Alan (ct ct n/It) eare 7^ - = LACeo V V= A T o` 2 2 _ D. OG fl/Al 32 l T /P /00 / g1 7LPv 7Vn - D. 5 Ni i �v T = D, 'SM /A/ U9St 6, 3 f/ /r+/ 3.2.1 RATIONAL METHOD The Rational Method is a simple, conservative method for analyzing and sizing conveyance elements serving small drainage subbasins, subject to the following specific limitations: • Only for use in predicting peak flow rates for sizing conveyance elements • Drainage subbasin area A cannot exceed 10 acres for a single peak flow calculation • The time of concentration T must be computed using the method described below and cannot exceed 100 minutes. It is also set equal to 6.3 minutes when computed to be less than 6.3 minutes. Note: Unlike other methods of computing times of concentration, the 6.3 minutes is not an initial collection time to be added to the total computed time of concentration. CI RATIONAL METHOD EQUATION The following is the traditional Rational Method equation: where QR = peak flow (cfs) for a storm of return frequency R C = estimated runoff coefficient (ratio of rainfall that becomes runoff) IR = peak rainfall intensity (inches/hour) for a storm of return frequency R A = drainage subbasin area (acres) 3.2.1 RATIONAL METHOD QR = CIRA ( "C" Values The allowable runoff coefficients to be used in this method are shown in Table 3.2.1.A (p. 3 -13) by type of land cover. These values were selected following a review of the values previously accepted by King County for use in the Rational Method and as described in several engineering handbooks. The values for single family residential areas were computed as composite values (as illustrated in the following equation) based on the estimated percentage of coverage by roads, roofs, yards, and unimproved areas for each density. For drainage basins containing several land cover types, the following formula may be used to compute a composite runoff coefficient, C C (C I A, + C22121-...+ C„A (3 -2) where A, = total area (acres) areas of land cover types (acres) C . A = runoff coefficients for each area land cover type "I." Peak Rainfall Intensity The peak rainfall intensity IR for the specified design storm of return frequency R is determined using a unit peak rainfall intensity factor i in the following equation: IR = ( PAW (3-3) where PR = the total precipitation at the project site for the 24-hour duration storm event for the given return frequency. Total precipitation is found on the Isopluvial Maps in Figure 3.2.1.A through Figure 3.2.1.D beginning on page 3 -14. iR = the unit peak rainfall intensity factor The unit peak rainfall intensity factor iR is determined by the following equation: 2005 Surface Water Design Manual 1/24/2005 3 -11 T ABLE 3Z 1.A RUNOF$ CQEFFICIENTS • "G' VALUE$ FOR THE RAATIOIV METHOD` i General Land Covers Single Family Residential Areas Land Cover C Land Cover Density C Dense forest 0.10 020 DU /GA (1 unit per 5 ac.) 0.17 Light forest 0.15 0.40 DU /GA (1 unit per 2.5 ac.) 0.20 Pasture 0.20 0.80 DU /GA (1 unit per 1.25 ac.) 0.27 Lawns 0.25 1.00 DU /GA 0.30 Playgrounds 0.30 1.50 DU /GA 0.33 Gravel areas 0.80 2.00 DU /GA 0.36 Pavement and roofs 0.90 2.50 DU /GA 0.39 Open water (pond, lakes, wetlands) 1.00 3.00 DU /GA 3.50 DU /GA 0.42 0.45 4.00 DU /GA 0.48 4.50 DU /GA 0.51 5.00 DU /GA 0.54 5.50 DU /GA 0.57 6.00 DU /GA 0.60 * Based on average 2,500 square feet per lot of impervious coverage. For combinations of land covers listed above, an area - weighted 'C,:x A; sum should be computed based on the equation C x A, = (C, x A,) + (C2 x A2) + ... +(C x A,), where A, = (A, + A2 + ... +A,), the total drainage basin area. n , ", i4 ' S 'r .f dt t k 'r . x , s. X,y TABLE 3�1:q ` a vALuES F'OH Tr l7SINc mE 3%ATlils 1 o � h Land Cover Category ks Forest with heavy ground litter and meadow 2.5 Fallow or minimum tillage cultivation 4.7 Short grass pasture and lawns 7.0 Nearly bare ground 10.1 Grassed waterway 15.0 Paved area (sheet flow) and shallow gutter flow 20.0 s s �- - - §, s 4 ,rv s A aq . s y am- S z 1 TABLE 3.2:1.11 COEFFIC1E11 THE RATIONAL METHOD, ^xa" I Q U ATION t Design Storm Return Frequency aR 6 2 years 1.58 0.58 5 years 2.33 0.63 10 years 2.44 0.64 25 years 2.66 0.65 50 years 2.75 0.65 100 years 2.61 0.63 2005 Surface Water Design Manual 3 - 13 3.2.1 RATIONAL METHOD 1/24/2005 SECTION 3.2 RUNOFF COMPUTATION AND ANALYSIS METHODS tR = (as)(Tc) " where T, = time of concentration (minutes), calculated using the method described below and subject to equation limitations (6.3 <_ T <_ 100) aR, b = coefficients from Table 3.2.1.E (p. 3 -13) used to adjust the equation for the design storm return frequency R This "iR" equation was developed by DNRP from equations originally created by Ron Mayo, P.E. It is based on the original Renton /Seattle Intensity /Duration/Frequency (I.D.F.) curves. Rather than requiring a family of curves for various locations in King County, this equation adjusts proportionally the Renton/Seattle I.D.F. curve data by using the 24 -hour duration total precipitation isopluvial maps. This adjustment is based on the assumption that the localized geo- climatic conditions that control the total volume of precipitation at a specific location also control the peak intensities proportionally. Note: Due to the mathematical limits of the equation coefficients, values of T less than 6.3 minutes or greater than 100 minutes cannot be used. Therefore, real values of T less than 6.3 minutes must be assumed to be equal to 6.3 minutes, and values greater than 100 minutes must be assumed to be equal to 100 minutes. "T Time of Concentration The time of concentration is defined as the time it takes runoff to travel overland (from the onset of precipitation) from the most hydraulically distant location in the drainage basin to the point of discharge. Note: When C, (see Equation 3 -2) of a drainage basin exceeds 0.60, it may be important to compute T and peak rate of flow from the impervious area separately. The computed peak rate of flow for the impervious surface alone may exceed that for the entire drainage basin using the value at T for the total drainage basin. The higher of the two peak flow rates shall then be used to size the conveyance element. T is computed by summation of the travel times T, of overland flow across separate flowpath segments defined by the six categories of land cover listed in Table 3.2.1.0 (p. 3 -13), which were derived from a chart published by the Soil Conservation Service in 1975. The equation for time of concentration is: T T, + T2 +... + T" (3 -5) where travel time for consecutive flowpath segments with different land cover categories or flowpath slope Travel time for each segment t is computed using the following equation: L _ 60V (3-4) (3-6) where T, = travel time (minutes) Note: T, through an open water body (such as a pond) shall be assumed to be zero with this method L = the distance of flow across a given segment (feet) V = average velocity (fps) across the land cover = k s, where kR = time of concentration velocity factor; see Table 3.2.1.0 s = slope of flowpath (feet/feet) 1/24/2005 2005 Surface Water Design Manual 3 -12 d p • FIGURE 3.2.1.B 10 - YEAR 24 - HOUR 1SOPLUVIALS WESTERN KING COUNTY 10 -Year 24 -Hour Precipitation in Inches 2005 Surface Water Design Manual es imam , 1 nNarosNTT fl V eo YNTV set V111 0 l 1 Mies 3 -15 3.2.1 RATIONAL METHOD CMONy NIEN COUNTY NINE COUNTY 4.0 4.5 4.0 1/24/2005 SECTION 3.2 RUNOFF COMPUTATION AND ANALYSIS METHODS FIGURE 3.2.1.0 25 - YEAR 24 1SOPLUVIALS 1/24/2005 c'S 43 • eV 25 -Year 24 -Hour Precipitation in Inches Op a KING COUNT •INPCt COUNT WESTERN KING COUNTY 0 2 4 Mies 3 -16 a NOMIINN COUNTY KING COUNTY 0 h ss so 4z 5.0 2005 Surface Water Design Manual I FIGURE 3.2.1.D 100 -YEAR 24 -HOUR ISOPLUVIALS I a a' a a •6 3A 4 • WESTERN KING COUNTY 100 -Year 24 -Hour Precipitation in Inches 2005 Surface Water Design Manual 0 22 4 MiIM 3 -17 3.2.1 RATIONAL METHOD COUNTY COUNTY 1/24/2005 0- a 0 Cu 3 a E - 0 � N N. 1 Z w a = (0/10)0-11Y = O. l 3 / cas = S rh l (0.1v)(3.4)(0,05 = 0953 = , c 7 e'r /0 Yee -24 fix 0, on eF5 44 arPM Hz 0.1Z5 CPS 5?o 6P1-1 SDI�Yee -� 2f 11x ©,13x � / Grin 1 c-PSS 57 Cr `0 M Yee. Z //K 0.153 Cam✓ in artiviftve nemz. Qy/!/7I/C'W-io ('7278) rohl /gay PR/6770A/ tag = /3, e ft - 3 fir ((a 4 rvN - 2o. t ',-r e Calculatinc Pressure Loss - Equivalent Pipe Length Methof Project: Date: Piping Material: Denali Properties - Tukwila - #006-129 8/10/2007 PVC Schedule 40 C Section 1 SUM 1 Total SUM Pipe Size (inches) 2 Flow (gal/min) 55.0 Pressure Loss (ft/100ft) 6.7 System Components 90 deg Elbows 45 deg Elbows Quilt Disconnect Check Valve Gate valve Straight Pipe Equivalent Length of Component (ft) 3.1 17 ' 1.8 2.6 2.6 1. No Components 2.0 1.0 1. 0 1.0' 1.0 80.0 Equivalent Length (ft) 6.2 ... 1.7 1.8 2.6 6 ,'. 80.0 4 Section Pressure Loss (ftH2O) 6.3 Total Pressure Loss - Path Y (ftH2O) 6.3 6.3 Total Pressure Loss . Path 2 (ftH201 6.3 6.3 The EngineeringToolBox.com equivalentLengthMethod 8 /12/2007 Fluid Kinematic Viscosity, v (Ft2 /s) Water, clear (32 °F) 0 00001931 Water, clear (40 °F) 0.00001664 Water, clear (60 °F) 0.00001213 Water, clear (85'F) 0.00000860 Saltwater, 5'a (08 °F) 0 00001118 Saltwater, 25 r60 °F) 0 00002583 Propylene Glycol. 35% (20'F) 0.0001 Propylene Glycol. 25% (40°F) 0.00004783 Ethylene Glycol, 35% (20 °F)' 0.0001 Eth lene Glycol. 25% (40 °Fl 0.00003161 Material Specific Roughness, E: (Ft) Steel and wrought iron 0.00015 Cast iron 0.00085 Ga1vanrzed steel and iron 0.0005 Copper anc br ass 0.000005 Cast iron, tai coated 0.0004 Cast iron, cement lined 0 300008 Plasti : 0 00(1005 Fiberglass 0.00001 7 Input Data Fluid Parameters Velocity Kinematic Viscosity =; 0 0005% Pipe Parameters Inside Diameter Length AbsoluteuRoughness =` vr 1 Aqueous soluton ccncentr itinu i volume percent , .opngnt . 2u0o '1ncorio Ir Pipe Head Loss Calculator ° `:Input Fluid Parameters "Flaw retg (Q) 4sirtematlQ VI,$QQS 1 ty,(v) °` Parameters nside Diameter (0) ?., 2 Inches 'Length (L) Ft Specific Roughness (s) _. Ft 2 Ft/s 5 Ft /s Output Data' Flew Rate = � ` 100 -GPM Reynold's Number = 69527.96 Velocity Head (Hv) = 0.1 Ft Friction Factor = 0.019375 Friction Loss' = 0.569 Ft 528 Inches Ft C 0(20005 Ft Common Fluid Properties Common Piping Material Properties Vis its at http•. www.syncroflo.com/ IL Output Data Velocity (V )1_`, Reynolds Number •(R 'Velocity Head (Hv = Friction Factor (f) Friction Loss' (H = 5.62 Ft/s 77028.51.. 0.49 Ft 0.022609 6.653 Ft Section 3 — General Pump Information auurrPawas Siva- /9 39" Product information presented here reflects cadr(ons at tine of publication. Consult factory regardeg dlsaepandes or inconsistencies. COMPARE THESE FEATURES • Non - clogging vortex impeller. • Durable cast construction. Cast iron switch case, motor and pump housing, base and impeller. No sheet metal parts to rust or corrode. All cast iron class 25 -30 25000# tensile strength. • Stainless steel screws, bolts, float rod, handle, guard and arm and seal assembly. • Shaft Seal - Carbon & ceramic rotary face seal, with stainless steel wetted parts. • UL Listed 3 -wire neoprene cord and plug. 10 ft. standard for automatic. 15 ft. standard for nonautomatic. • Upper sleeve bearing and lower ball bearing running in a bath of oil. Maximum temperature for sewage or dewatering 130 °F (54 °C). Motor - 60 Hz, 1750 RPM, oil - filled, hermeti- cally sealed, automatic reset thermal overload protected (1 Ph and Auto 3 Ph). • All models are available in 7' or 3" discharge. • All models pass 2 inch spherical solids. • Automatic units available with float operated, submersible (NEMA6) mechanical switch. Available in both 1 and 3 Phase Units." Corrosion resistant powder coated epoxy finish. • On point 15%", Off point 5 • Major width 13 9 /,s'. Major height 18 13 /16". (Single seal pumps) MODELS 4282 -4284 DOUBLE SEAL PUMPS (nonauto only) • Protects motor from seal leaks. • Improved bearing lubrication. • Helps eliminate seal and bearing damage from dry runs. • Major width 13 9 /ca ". Height 20 NOTE: The sizing of effluent systems normally requires variable level }bat(s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. Ael PUMP !O MAIL m: P0. BOX 16347• loulsv➢k NY 402564347 SHIP r0: 3649 Cane Run Road • Lesley*, KY 40211-1961 (502) 7762731.1 (800)928-PUMP • FAX(502)774 -3624 'NOTE No UL LM4por Core CarlRca*on for 200V 1PNm ewe Day (ED) lamps Sax back pogo for UL a csA Lily 'THREE PHASE AUTOMATIC UNITS AVAILABLE IN 230V SINGLE SEAL ONLY O copyright 2006 Zoeller co. All rights reserved. visit our web site: www.zoeller.com SECTION: 2.30.040 FM0494 0706 Supersedes 1104 Tided bUL Man- awe ULm SR� twill in CE.AMw 0-e C212 No. Iea 282 - 284 Single Seal Series 4282 - 4284 Double Seal Series (For Pump Pmfix Identification see News & Views 0052) "WASTE- MATE" SUBMERSIBLE SEWAGE OR DEWATERING PUMP 2" OR 3" FLANGED DISCHARGE • PASSES 2" SOLIDS SINGLE SEAL PUMP AUTOMATIC THREE PHASE PUMP" DOUBLE SEAL PUMP COATED iii i0Ut3N" ., POWDER MODELS AVAILABLE • Automatic or Nonautomatic with single seal • Single phase or tires phase motors • Nonautomatic with double seals salable. • 2• or 3' hschmge. • See selection chat for specifications or specific models. SPECIFICATIONS CONTROL SELEC11O14 Listings Saga IS Model WON Nodd Volt-Plums Node i S. HP ��s Simples Duplex CSA UL 1QN In Mt Adana Ida IQ 10 1 — v Y N202 NON Its 154, Naas 105 14 15 2 4 Y Y Oat m 230 IPh A1cmaa 10 1n 10 1 — Y Y EN ECS2 220 Wit Naas 50 112 IS 2or3 4 Va V • INN 200 Wit AtoSio if 112 10 1 — N N •I372 11202 200 Wh INNS 51 112 15 3 4 N N • .ON •QS2 Nora 31 112 15 3 4 Y Y • P222 ¥C22 237 F Norma 10 112 15 3 4 Y Y • 0F202 — 230 Wit Aare 10 1/2 15 1 — N Y • 0202 •0452 NO Wh Iamb 1.7 112 15 3 4 Y Y 1254 237 Wit htce a 19 I 10 1 — Y Y £254 E4184 220 Wilt Noma 19 I IS 2r2 4 1 Y • 0054 200 Wit Patna 53 1 10 1 — N N •1374 14014 200 1Ph Nara 13 I 15 3 4 N N •04 •Q04 254 roll Nana 5.5 I 05 3 4 N Y • PM •F4204 237 W1, No-at 50 1 IS 3 4 Y Y • CF214 — 254 WI. Paces is 10 I 15 I — N Y • 0254 %OM 437 2Po Naab 28 I 15 3 4 Y V MODELS 28214282 (284/4284) Ni. Wn FN Wort Oct. Lars 137 N1 to HI 1 23 n m 37 11 - - N IN 11444IH•01 20 0. e.lr) 37 L(10.ir) 12 10 4 4 a N 10 a ,1 10 GALLON PUMP PERFORMANCE CURVE MODELS 28214282128414284 11EIM\1111. •uIunut . 20 a 10 10 tap 120 140 MO IN NO IONS 0 • NO Wed NC a NiNkorcen1 01101444 10 IN 210 1m au 440 ROW P01 INIR NO n rte 00027A CONSULT FACTORY FOR SPECIAL APPLICATIONS • Three phase pumps are available in 200V, 230V, or 460V. 230V three phase is available in automatic and nonautomatic models. • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Mechanical alternators, for duplex systems, are available with or without alarm switches. • Combination starters are available. • Variable level control switches are available for controlling single and three phase systems. • Double piggyback variable level float switches are available for variable level long cycle controls. • Long cords are available in lengths or 25.35 - 50 feet. • Simplex and duplex basins are available. • Refer to FM1922 and FM0806 for temperatures over 130°F. a tlamePon an aWamd Zasler proaxts War Is catalog on Plppltack Means Lied Fleet adbMs, Sk14Na Pmp Contd. 811596; Ann Systems, FM0732; ndDiscom,ecURa5 System, R107e7. Single Seal Design Weight 81.86 lbs. 0030275 2011110 One 16 CAUTioN I I -{� to �f F I MI SELECTION GUIDE RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. es Copyright 2008 Zoeller Co. All rights reserved. • eve S NM OR 31rr PlwNa AwuaE Double Seal Design Weight 88.91 lbs. r NPT CO rNPr FLANGE *ARABLE 1. Integral float operated mechanical switch, no external control required. 2. For automatic use single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 3. See FM1228 for correct model of simplex control panel. 4. See FM0712 for correct model of duplex control panel. 501023 5x1414 All I nstil laaaaanHds, protection devices endwring should Scions by agudihed licensed slsctriclan. All electrical and sareryadssshould be /dlowedinWOdngthemostmcentNatonal Electric Code (NEC) and Ma Occupational Safety and H.aIM Act (OSHA). Section 4 — Pump Installation Instructions SEWAGE EFFLUENT* SUMPIDEWATERING 211 Series 53, 55, 57, 59 Swiss 49 284 Series 98 Sales T1,78 Sibs 256, 267, 268, 270, 4270 Srie 137, 139, 140, 4140, Senn N Models 282. 284, 4282, 4284 Sorbs 151,152,153 Series 292 293.294,285, 4282, 4293,42K 4295 Sales 101, 183, 185, 4181, 4161, 4185 Sorb 185,185,185,185,191,4Y3, 4190, 4189 Sans Notice to installing contractor: Instructions must remain with installation. Qvaurr Svrt /939 Product information presented here reflects conditions at Ire of publication. Consul factory regardng discrepancies or Nwonsistenctt MAIL TO: P0. BOX 16347 • Louisville, KY 40256-0347 SHIP 70: 3649 Cane Run Rood • Louisville, KY 40211 -1961 (502) 778-2731. 1(600) 926 PUMP• FAX (502) 774 -3624 INSTALLATION INSTRUCTIONS RECOMMENDED MODELS visit our web site: www.zoeller.com 'Effluent systems should specify that pumps should not handle voids tweeting tree fourths inch (361in ads to prevent large solids from entering leeching fields, mound systems and etc. (Model 49 and 70 Series have 3R', 50, 90 and 140 Series have W, 130 Series have 59',150 Series have %'solids capability, 111014160/180/4180 Series have %' solids capability.) Where codes permit sewage pumps can be used for MMuent systems. Nonautomatic pump(s) with external level control recammended for septic tank effluent applications. PREINSTALLATION CHECKLIST - ALL INSTALLATIONS 1 1. Moped your pump auslalSN, predicts as Mused sang slimmed If be wills damaged, oanbdyow ardor before using. DO NOT rano* M lest plugs b lie cover not M housing. using. 2. Cuddly and the literature provided to hairdo yourself wit specific details moaning StSaIn and use. Thos materials should be retained for lure re *erase. . Make sure Mss Is s properly amended receded* sdtsat Al pumps are furnished sib providone for proper pending to protect you against tie possibility d electrical dock (SEE WARNING BELOW) t Make amain bet tie maenad' Is Win M ream d be pup's power apply lard. DO NOT USE AN EXTENSION CORD. Extension cads had are too long or So l�dS rot delver afidenl volage to be in MOM.. Slit mss rporint trey cored present a Neely hazard ift insulation owe to barns damaged or be tendon end were to hd ik te sup. t Make are the pump deeded supply Bradt is equipped with fuels or Bradt [rakers of proper oapedy. A sepras arch dant N recamende4 eked accordng to be 'lead Electric Code'* M aped darn onto prop nameplate. A Testing for ground. Asa safely swaars, each electrical add dodo be checked for pond using an Unaware Latdrak0' Listed okdl rarer rim ri ndcsb if M power, neutral rd proud Was we =ably amctd to you ode. If My are rot ass paned lensed electrician. 0. For Added Safety. Penang andobreglipmentwSi a }prong paudedpug maths cavocbd ba Sarong mounded mamba. For added tytie receptacle may be protected 0thagmala fait Bait kwnapkr. Mena pep needs b W cowcod In • watabajucin bat M Plug on be reeved ad spiced bed appy cable will proper granting. For added safetyhecidt may be doted* by a ground-fad Bait kdempb. The omelet* Mabatlon must tardy on M Nand Medical Code ad al applicable local codes and ordinances. t FOR YOUR PROLEC'LON,AL AYeaOCONNECTPUMPFROMITSPOWERWOURCEBEFORE HANDLNO. Side Fame paps r• suppled sill a 3-prong grounded plug b M i enact you apsrtMpoabiyddscbkdsad. DONOTUNDERANYORCUMSTANCESREMOWTHE GROUND PIN. Ta Sprang plug must be hurled kb a nrrg 3 -prang pawned receptacle. 11 85 kwaakn does Save sun a reambcle, it mat he dinged b ed papr type, wired ✓ d granded in accedence alt M Halos Electrical Code rd a appkeMS local coda ■d OftillenCet Three phase pimps require moat drip data withnoto overload protection See FM0514 for *notes Sl akau a RA0486 * calm indulgent Pups must be bated in e ocordaic tiedte Naga BecHUI Code and a amiable tad codes reda*aca. Raps in not Is be Managed in babes okasMed as haardas In accordance with Nelda Bechtel Code,ANSWIFPA 70. 7. "Rbkddealal shock Do not mesa power apply cad aid shin/defer cared audit drab b M poop. t koelalan and ankil0 of electrical idea did herders swirl be performed by a gibfied kneed electricity I. Pump hsaakn rd senora should he performed by a walled prsn. 10. Risk of electric dock - Tea pups has not been investigated for use In swimming pd and marine was. 11. According to M ale d Coda (Prop 65), Its product contain domicils known b M sate of Cabana Is cause cancer 'Mali china a dam raprodulve ham. 0 Copyright 2007 Zoelle 1. CMS to be ores your pea sauce a capable of handing be voltage reµuemnb of be motor a hdcad on be pup name pale. 2. The S blakndak akpupswtwdable level boatsaddles or nonubmakpupausing amen vends level float witches Is the responsibility of toe instating party and core dead be taken IS M Mond kat switch MI not hap up on Mpomp moaned or pit peculiarities and is saved so bat M pump ad assoft It is recamnnded louse rigid piping and Stings and M pit be 16' u larger In diameter. t Inlrnan • veil lids purpose. Ms necessary bald submersible amp, effluent, and sewage pups capable of handing vrious sizes of add wale be of M bottom Make design to roans dogyna rd seal Maus. lie check vakw is Incorporated in be natation • vent hole (ap 3X67 must be dried in M discharge pipe below M dock valve and Waver to purge Ihe unit ofyapped s.. Trapped *is caws* Nieman ardor e ay Wan Vii tide avid be necked minicab at doggie The 50 or 90 Series pumps hew awed lowed b M prop housing apostle M gat Meant to • hating lug, but an anima bid Win is recommended The vent Me at a High Head application may alas loo mum turbulence. You may not ward to ad one. lime choose not b wed hob, be we Mpurp case adknpdib cawed siblpa brim canning M pig b M deck wed aid no Het roles *to M pimp Mae. 110.TE: TNF}f FMIISTN gnaw OWTHFBASINCDVFRAND(3 FANFD PFRr11R'N I tilde* stean el be able Iran Its We ashy pep Mpeads 4. Pupslsidb checked teyaN* dais alaer brad pwlirhmyfabreath bekaran' or 'd r pdacp. Reps and service Said be performed by Zoeller Rap Capae Nita bed Service Static* day. 6. Dadra and errant wig pumps are not designed for use in pit handing raw sewage. I. Madmen apaabmanpemtre* stadia model paps nand exceed 1301(64'C). Model 49 ma. temperature neat Massed 104'F(40•C). The 70 and 211 Sens ma temperature must not rased 110•F (43 7. Pump models 168/4186,18914189, and 29514295 mn tomak pimp must mn totally submerged rd CSA cerykd amps MIA be operated atmergd will 'off- n' level controls. I. Pup models 266,267,268,137 and 139 nor be operated in an upright positron Do not attempt Wart amp when Mind or laying nit side. 1. Do not derma a plunge in an applakn one M Total Dynamic Head is less ban M mMncan Toe Damao Head lead on tie Pump Pr*mace Cat 10. Model 49 is for indoor use only NOTE: Pumps sill M 'UV mod and paps nth M'U5' mark are tested b Ul Standard UL7T8. GSACertifed Asps we added b CMStadard C22.2 No. 108. Co. NI rights reserved. REFER TO WARRANTY ON PAGE 2. SECTION: 6.10.001 FM0447 0207 Supersedes 1105 DATE INSTALLED: MODEL NUMBER: a I© WARNING I LIST O IA CAUTION I LI OF C AUTI O N S Notice to installing contractor: Instructions must remain with installation. Qvaurr Svrt /939 Product information presented here reflects conditions at Ire of publication. Consul factory regardng discrepancies or Nwonsistenctt MAIL TO: P0. BOX 16347 • Louisville, KY 40256-0347 SHIP 70: 3649 Cane Run Rood • Louisville, KY 40211 -1961 (502) 778-2731. 1(600) 926 PUMP• FAX (502) 774 -3624 INSTALLATION INSTRUCTIONS RECOMMENDED MODELS visit our web site: www.zoeller.com 'Effluent systems should specify that pumps should not handle voids tweeting tree fourths inch (361in ads to prevent large solids from entering leeching fields, mound systems and etc. (Model 49 and 70 Series have 3R', 50, 90 and 140 Series have W, 130 Series have 59',150 Series have %'solids capability, 111014160/180/4180 Series have %' solids capability.) Where codes permit sewage pumps can be used for MMuent systems. Nonautomatic pump(s) with external level control recammended for septic tank effluent applications. PREINSTALLATION CHECKLIST - ALL INSTALLATIONS 1 1. Moped your pump auslalSN, predicts as Mused sang slimmed If be wills damaged, oanbdyow ardor before using. DO NOT rano* M lest plugs b lie cover not M housing. using. 2. Cuddly and the literature provided to hairdo yourself wit specific details moaning StSaIn and use. Thos materials should be retained for lure re *erase. . Make sure Mss Is s properly amended receded* sdtsat Al pumps are furnished sib providone for proper pending to protect you against tie possibility d electrical dock (SEE WARNING BELOW) t Make amain bet tie maenad' Is Win M ream d be pup's power apply lard. DO NOT USE AN EXTENSION CORD. Extension cads had are too long or So l�dS rot delver afidenl volage to be in MOM.. Slit mss rporint trey cored present a Neely hazard ift insulation owe to barns damaged or be tendon end were to hd ik te sup. t Make are the pump deeded supply Bradt is equipped with fuels or Bradt [rakers of proper oapedy. A sepras arch dant N recamende4 eked accordng to be 'lead Electric Code'* M aped darn onto prop nameplate. A Testing for ground. Asa safely swaars, each electrical add dodo be checked for pond using an Unaware Latdrak0' Listed okdl rarer rim ri ndcsb if M power, neutral rd proud Was we =ably amctd to you ode. If My are rot ass paned lensed electrician. 0. For Added Safety. Penang andobreglipmentwSi a }prong paudedpug maths cavocbd ba Sarong mounded mamba. For added tytie receptacle may be protected 0thagmala fait Bait kwnapkr. Mena pep needs b W cowcod In • watabajucin bat M Plug on be reeved ad spiced bed appy cable will proper granting. For added safetyhecidt may be doted* by a ground-fad Bait kdempb. The omelet* Mabatlon must tardy on M Nand Medical Code ad al applicable local codes and ordinances. t FOR YOUR PROLEC'LON,AL AYeaOCONNECTPUMPFROMITSPOWERWOURCEBEFORE HANDLNO. Side Fame paps r• suppled sill a 3-prong grounded plug b M i enact you apsrtMpoabiyddscbkdsad. DONOTUNDERANYORCUMSTANCESREMOWTHE GROUND PIN. Ta Sprang plug must be hurled kb a nrrg 3 -prang pawned receptacle. 11 85 kwaakn does Save sun a reambcle, it mat he dinged b ed papr type, wired ✓ d granded in accedence alt M Halos Electrical Code rd a appkeMS local coda ■d OftillenCet Three phase pimps require moat drip data withnoto overload protection See FM0514 for *notes Sl akau a RA0486 * calm indulgent Pups must be bated in e ocordaic tiedte Naga BecHUI Code and a amiable tad codes reda*aca. Raps in not Is be Managed in babes okasMed as haardas In accordance with Nelda Bechtel Code,ANSWIFPA 70. 7. "Rbkddealal shock Do not mesa power apply cad aid shin/defer cared audit drab b M poop. t koelalan and ankil0 of electrical idea did herders swirl be performed by a gibfied kneed electricity I. Pump hsaakn rd senora should he performed by a walled prsn. 10. Risk of electric dock - Tea pups has not been investigated for use In swimming pd and marine was. 11. According to M ale d Coda (Prop 65), Its product contain domicils known b M sate of Cabana Is cause cancer 'Mali china a dam raprodulve ham. 0 Copyright 2007 Zoelle 1. CMS to be ores your pea sauce a capable of handing be voltage reµuemnb of be motor a hdcad on be pup name pale. 2. The S blakndak akpupswtwdable level boatsaddles or nonubmakpupausing amen vends level float witches Is the responsibility of toe instating party and core dead be taken IS M Mond kat switch MI not hap up on Mpomp moaned or pit peculiarities and is saved so bat M pump ad assoft It is recamnnded louse rigid piping and Stings and M pit be 16' u larger In diameter. t Inlrnan • veil lids purpose. Ms necessary bald submersible amp, effluent, and sewage pups capable of handing vrious sizes of add wale be of M bottom Make design to roans dogyna rd seal Maus. lie check vakw is Incorporated in be natation • vent hole (ap 3X67 must be dried in M discharge pipe below M dock valve and Waver to purge Ihe unit ofyapped s.. Trapped *is caws* Nieman ardor e ay Wan Vii tide avid be necked minicab at doggie The 50 or 90 Series pumps hew awed lowed b M prop housing apostle M gat Meant to • hating lug, but an anima bid Win is recommended The vent Me at a High Head application may alas loo mum turbulence. You may not ward to ad one. lime choose not b wed hob, be we Mpurp case adknpdib cawed siblpa brim canning M pig b M deck wed aid no Het roles *to M pimp Mae. 110.TE: TNF}f FMIISTN gnaw OWTHFBASINCDVFRAND(3 FANFD PFRr11R'N I tilde* stean el be able Iran Its We ashy pep Mpeads 4. Pupslsidb checked teyaN* dais alaer brad pwlirhmyfabreath bekaran' or 'd r pdacp. Reps and service Said be performed by Zoeller Rap Capae Nita bed Service Static* day. 6. Dadra and errant wig pumps are not designed for use in pit handing raw sewage. I. Madmen apaabmanpemtre* stadia model paps nand exceed 1301(64'C). Model 49 ma. temperature neat Massed 104'F(40•C). The 70 and 211 Sens ma temperature must not rased 110•F (43 7. Pump models 168/4186,18914189, and 29514295 mn tomak pimp must mn totally submerged rd CSA cerykd amps MIA be operated atmergd will 'off- n' level controls. I. Pup models 266,267,268,137 and 139 nor be operated in an upright positron Do not attempt Wart amp when Mind or laying nit side. 1. Do not derma a plunge in an applakn one M Total Dynamic Head is less ban M mMncan Toe Damao Head lead on tie Pump Pr*mace Cat 10. Model 49 is for indoor use only NOTE: Pumps sill M 'UV mod and paps nth M'U5' mark are tested b Ul Standard UL7T8. GSACertifed Asps we added b CMStadard C22.2 No. 108. Co. NI rights reserved. REFER TO WARRANTY ON PAGE 2. SECTION: 6.10.001 FM0447 0207 Supersedes 1105 DATE INSTALLED: MODEL NUMBER: a SERVICE CHECKLIST Manufacturer trarants, to the purchaser and subsequent owner duing the r1a.iiisti.:5a ELECTRICAL PRECAUTIONS- Before servicing a pump, always shut elf the main power breaker and then unplug the pump - mak- ing sure you are wearing insulated protective sole shoes and not standing in water. Under flooded conditions, contact your local electric company or a qualified licensed electrician for disconnecting electrical service polar to pump removal. warranty period, every new product to be free from defects In menial and A WARNING I Submersible pumps contain ale with becomes pressurized and hot under operating conditions • )how 2'4 hours after disconnecting before attemotino service. CONDITION COMMON CAUSES A Pump will not start orrun. Chedcf use, low voltage, overload open, gran arincoffectwiring, epen switch, impeller a seal bound mechanically, defective capacitor or relay when used, motor or Ming shorted Float assembly held down. Switch defective, damaged, or out of a4usbnent. B. Notoroverheats andtdpsoverload or blows fuse. !neared voltage, negative head (cischarge open lower than normal) Enpeller or seal bound mechanically, &Mo- We capacitor or relay, motor shorted. C Pump starts and stops too often. Float light on rod, check vain stuck or none installed in long distance line, overload open, level switch(s) defec- live, sunp pit too small. D. Pump will not shut off. ins under float assembly, goad or float rod bound by pit sides or other, swatch defective, damaged or out of a ;uebnert E. Pump operates but delivers little or no water. Check stainer housing, dscharge pipe, a tieback valve is used vent hole must be clew Discharge head exceeds pump capacity. Low ormnccn'ect voltage. Incorrect motor rotation. Capacitor itor defective. Incoming water containing air or causing air to enter pumping chamber. F. Drop In had andlor capacity after a period of use. Increased pipe Mcdon, dogged Ire or check valve. Abrasive material and adverse chemicals could possibly deteriorate impeller and pump housing. Check One. Remove base and Inspect R the above checklist don not uncover the problem, consult the factory • Do not attempt to service or otherwise disassemble pump. Service must be by Zoeller Authorized Service Stations. Limited Warranty Manufacturer trarants, to the purchaser and subsequent owner duing the etc. N dl pumping rpplications. The warranty set out in the paragraph above warranty period, every new product to be free from defects In menial and Is in lieu ofd other warranties expressed or in$ed; and we do not authorize workmanship under namd use and service, when properly used and man- any representative or other person to assume for us any other intity in con - tdned, fora period of one year from date of purchase by the end user, or 18 months from date of original manufacture of the product, whichever comes fret notion with our products. Pats that IS within the warranty period, one year from date of purchase by the end user, or 18 months from the date of eriginal manufacture of the product Contact Manufacturer 5 3649 Care Run Road, Louisville, Kentucky 40211, Attention: Customer Service Depaanent to obtain any needed repair or re- whichever comes fast, that inspections determine to be defective in material or workmanship, will be repaired, replaced or remenufectured at Manufacturer's option, provided however, that by so doing we veil not be obligated to replace an entire assembly, the entire mechanism a the complete unit No allowance placement of part(s) or additions information pertaining to our warranty. MANUFACTURER EXPRESSLY DISCLAIMS LIABILITY FOR SPECIAL, CONSEOUENTULLORINCIDENTALDAMAGESORBREACHOFEXPRESSED will be made for shipping charges, damages, labor or other charges that may ORIMPLIEDWARRANTY;ANDANY IMPLIED WARRANTYOFFITNESS FOR occur due to product fuhre, repair or replacement APARRCULARPURPOSEANDOFMERCHANTABILITYSHALL BELIMITED TO THE DURATION OF THE EXPRESSED WARRANTY. The bamalty does not apply to and there shall be no barrenly for any material or product that has been disassembled without prior approval of Manufact rer, subjected to misuse, misappication, neglect, alteration, accident or act ci Some states do not Slow imitation on the duration of an implied warranty, so the above frdtationmay not apply to you. Some states donotallowtheexclusion God; that has not been installed, operated or mdntaned in accordance with or limitation of incidental or consequential damages, so the above imitation or Manufacturer's installation instructions; that has been exposed to outside sub- stances inducing but not kited to the following: sand, gravel, cement, mud, tar, hydrocarbons, hydrocarbon derivatives (ol, gasoline, solvents, etc.), orother exclusion may not apply to you. This warranty gives you specific legal rights and you may also have other rights abrasive or corrosive substances, wash towels or feminine sanitary products, which very from state to state. EASY DO'S & DON'T'S FOR INSTALLING A SUMP PUMP 1. DO read tharougNy all Installation materiel provided with the pump. 2. 00 Inspect pump for any visible damage caused by shipping. Contact dealer if pump appears to be damaged. 3. DO clean all debris from the sump. Be sure that the pump wit have ahard, flat surface beneath It DO NOT install on sand, gravel or dirt 4. DO be sure that the sump is large enough k dlcw proper clearance forte level control switches) te operate properly. 5. DO Always Disconnect Pump From Power Source Before Handling. DO always connect to a separately protected and properly grounded e cult DO NOT ever cut splice, or damage power cord (Only spice in a watertight junction box), DO NOT carry or lift pump by Its power cord. DO NOT use an extension cord with a swap pump. 6. DO Instal a check valve end a union in the discharge ine. DO NOT use a discharge pipe smaller than the pump discharge. 7. 8. 9. 10. 11. 12. 13. 14. DO NOT use a amp pump as a trench a excavation pump, or for pumping sewage, gasoline, or other hazardous squids. DO test pump kmmettatey after insulation to be sure that the system is waling propely. DO cover sump with an adequate sump cover. DO review dl applicable lad and national codes end verify that the Instal- lation conforms to each of them. DO consult manufacturer for daifications or questions. DO araideraTwoPlmpSyystemwthan ohm (Page5)wherean irtsialellonmay became walaedei or puny poop failure would result in properly damages. DO consider a D.C. Backup System (See the Basement Sentry page 5) where a sump or dewate ring pump is necessary for the prevention of prop- erty damages from flooding due to A.C. Power disruptions, mechanical or efecbdad problems or system overloading. DO inspect and test system for proper operations at least every 3 months. O Copyright 2007 Zoeller Co. All rights reserved. 2 TYPICAL SEWAGE INSTALLATION- RECOMMENDED INSTALLATION O - 1 'II (1) Electrical wiring and protection mud be in accordance with National Electrical Code and any other • applicable Mate end local electrical requirements. Instal Zoellrunicheck o o - • , (3) __I .. (2) paper (combination union and check valve), preferably just above the basin to allow easy removal d the pump for cleaning or repair. On sewage, effluent or dewalring, t high head or bebwcover retaliation isrequied use 300152 on 1W and 2' rate and 30 -0180 on 3' pipe. See (8) below - At Salb8ane wade a basin cover to prevent debris Iran falling into the basin and to prevent accidental njry (4) Gee tipM seals am required in al sewa installations to=dein and odors o C �O k +1 o sat ge gases vepe. (5) vent gases and odors to tna atmosphere through pipe. (8) When a Unbteck is installed drilla Meld's. hole in the discharge pipe even with the top of the pp. • THE HOLE MUSTALSO BE BELOW THE BASIN COVER AND CLEANED PERIODICALLY P 1 1 NOTE ,;. O C7) SecurSecurely tape a clahhppo er cord to discharge pipe. wh w ( 8) Locate float dchs n sketch to let The bet place heoff point is above the mots ro NOTE PUMPS,, USE DEWATERING INSTALLATION SSKETCCH (9) Usefulls pp izedischargee. ir 1t a (10) Basin mud be n accordance with applicable codes and specifications. (11) Rap mud be level and float mechanism dear d sides of basin before starting pump. .e... (12) Basin must be clean and free of debris after installation. (13) Gate Valve or Bat Valve to be supplied by installer and installed accordng to any and all codes. re ,� ,... ® =_ Maid NOTE whys Sr t ROW nda SERAReemmede4 Sterna. Pump lhwdYaen ad 'Stereo TYPICAL EFFLUENT INSTALLATION- RECOMMENDED INSTALLATION rovah"aml.[eTr. (1) EleWial wnngand protection mud be in accordance with National Electrical Cade and any other mua .rsm..rOR.. applicable Mate and local electrical requirements. "1d°A°s°h 0 O a WE em (2) installations require a hest cover to prevent debris tan haling into the basin, and b minimize All installations MOND A r • -� O 0 - accidental tal it ir (3) Wre pimp to power through a Zealet watertgM junction box a watertight splice. , � "i –: O O NOTE Watertight encbsue is a must in damp areas. See FM0732. See No. 8 on front page. (4) Use full-sized discharge ape (5) Ieatefpo union and check vain)), preferably just above the basin to slow easy removal of the pump for cleaning or repair. On sewage, effluent or dewstring, if high head a below cover installation is required use 30-0152 on 1 -1/7 and 2' pre and 30-0180 on 3' ppe. See (8) below. (6) When a Unidackis installed, dila37t8'de. hole in the discharge pipe even with the by of the pump. The 50 and 90 Series Amps have a built in vent hole. NOTE THE HOLE MUST ALSO BE BELOW THE BASIN COVER AND CLEANED PERIODICALLY (High Head unit see 13 under 'Caution' on front page). Water strewn wil be visible from this hole during pump run periods. (7) Secreytape or drug power cord to *charge pipe. (8) Refer to SSPMAENuent Sizing Manual fa determinig'on' - *dr watches. (9) Instal blocks IN bricks under pump to provide a settling basin. (10) Basin must be clean end free of debris after installation. (11) GdeValveerBatValvetobes uppliedbyinstallrandnstalledaccordingtoanyandalcodes. M tIfilf maim • (12) Septic tank risers must be used for easy pump and filter access. IMMIX roam oWaG ni NOTE all ROM, FL3T42 a FM142e mNeae, Coed. a Ana. fl ee TYPICAL DEWATERING INSTALLATION- RECOMMENDED INSTALLATION d' m ± O I ■ o - 1 1 y o I (1) Electrical wiring and protection mud be in accordance with National Baikal Code and any other applicable date and local electrical requirements. (2) Instal pcpr Zoeller unicheck (combination union and check valve), preferably just dove the basin the pp for cleaning errepait On sewage, effluent uent dewetring, if high , to Lbw easy removal d um head or below cove installation is required use 30-0152 on 1 -t/Y and 2' pipe and 30-0180 on 3' • p See (8)below. • (3) Al installations matte a basin cove to prevent debris from feting into the basin and to prevent accidental injury (4) Securely tape a damp pas and to discharge pipe clear d the float mechanism. •• •, (5) Minimum t8'de. x24' deep bast. Larger depths may be required ' �, ( When Unidheck is installed drill a 3W d■. hots inlet dischargeppeevenwththetopofthe pump. • 90 have a built in hole. NOTE: THE HOLE MUST ALSO BE BELOW The 50 of and sines pumps vent TIE BASIN COVER AND CLEANED PERIODICALLY (High Head unit see 03 under 'Caution' on III 0 O front page) Water dream wit be visible from this hole during pump run periods. 'ma o (7) Use fulsizedsdwgeppe. �� e1 .w:.! , (8) Pump mud be level and bet mechanism der d sides of basin before darting pump. - air (9) metalbbel9abricks under pimp to provide a settling basin. '' (t0) Basin mud be dean end free of debris after installation. �eS a (11) Gate Valve or Ball Valve to be supplied by installer and Sakai according to any and al codes. ��� lations to contain gases and odor �hI • a" (12) Gas tight seals are rewired in at sewage installations s. ..... (13) Vent gases and odors to the atmosphere through vent ppe. si2e2 NOTE a.. Re1331, Rb732a R11420 INAS ., Cored. Linea amt All installations must comply with all applicable dishier and plumbing codes, Inducting, but not limited to, National Electrical Code, local, regional, andfor state plumbing codes, etc. Not Intended for use In hazardous locations. O Copyright 2007 Zoeller Co. NI rights reserved. 3 DOUBLE SEAL PUMPS (4000 SERIES ONLY) (1) Double seal pumps offer extra protection from damage caused by sad failure. (2) Pumps should be serviced on a perrodc preventative maintenance schedule. (3) Oil In the motor housing and lower seal cavity must be changed when pump is serviced. If oil from the motor housing contains water or other contamination, both seals should be replaced during maintenance. Always replace with new factory recanvnended oil end service parts. Al repairs must be made by Zoeller Authorized Service Stations. SINGLE PHASE WIRING INSTRUCTIONS - IA WARNING I FOR YOUR PROTECTION, ALWAYS DISCONNECT PUMP FROM ITS POWER SOURCE BEFORE HANDLING. Single phase kr'L pumps ere supptied with a 3-prong grounded plug to help protectyou agairadthe possibility of electrical shock. DO NOT UNDERANY CIRCUMSTANCES ' REMOVE THE GROUND PIN. The 3 -prong plug must be inserted Into a mating 3-prong grounded receptacle. If the installation does not have such a receptacle, it must be changed to the proper type, wired and grounded in accordance with the National Electrical Code and at epptiabie local codes and ordinances. kc . "Risk of electrical shock" Do not remove power apply cord and strain relief or connect conduit drectly to the pump. Installation and checking of electrical drcuits and hardware should be performed by a qualified fanned electrician. THREE PHASE WIRING INSTRUCTIONS . IA WARNING I FOR YOUR PROTECTION, ALWAYS DISCONNECT PUMP FROM ITS POWER SOURCE NONAUTOMATIC AUTOMATIC BEFORE HANDLING. 3 PHASE 3 PHASE To automatically operate a nonautomatic three phase pump, a control panel is required. Folow the instructions provided with the r L. • a u ' panel to wire the system. For automatic three phase pumps see Somatic 3 phase wiring *gram located to the far right Before Instating a pump, check the pump rotation to ensure that Wring has been connected properly to power souse, and that I MD „ _ '}1 f®1 f it a, we a 60 0 ■ the green lead of power cord (See wing diagram), Is connected to a valid ground. Moments* energize the pump, observing the i redions of trick back due to starting torque. Rotation Is correct if Wth back Isinthe opposite direction of rotation arowon the pump casing. If rotation is not correct, switching of any two power leads other than ground, should provide the proper rotation. Al three phase pumps regtire motor starting devices with motor overload protection. See FM0514 for simplex installations or FM0488 for duplex installations. Pumps must be Installed in ` accedence with the National Electicd Code and all applicable I { �T W m del -. r ,. ,.,s :°' ,„ — 1 O 4 1 local codes and ordinances. Pumps we not to be installed in mou, locations classified as lets dous in accordance with National Electrical Code, ANSUNFPA 70. 0001 WD & WH MODEL INSTALLATION Determining Pumping Range In Inches (1 inch • 2.5 cm) e - .I Tether Length . x , 10 15 20 a 1114 . e Pumps g Range 8.:13.8 18 22 2& 010 , Use oNy as a guide. Due a weight d cable purloins DIM shove haivantel 5' MIN. 22•MAX - Is not Baud to oumoina ranee below sgizoriW Ranaeswabnsndontesppgjg ggnhobuIent condtinns, Range may vary duetowelerterrperdueend cord shape. As tether length increases, so does the variance of the pumping range. "°' ...,. . =o N 20 AMP SWITCH (WD E. wM MODELS) "3°5 ModelsWDd WHarefdlyautomatic .Afloatswitchisindudedand Nate: Failuretokeepvithnpnpertethe !knits - -__.. 011836 - faddy wired in the pump Omit to provide automatic operation may prevent ratable smith opera WIRING DIAGRAM FOR MODELS once the float witch is secured propedyto the outlet pipe. Use the WD • 230V, 1 Ph, 80 Hz. diagram above to secure the float switch properly and obtain the Note: Cable must be mourned in horizontal WH - 2001208V, 1 Ph, 80 Hz. proper tether to customize the on-o8 cycle to each application. Post. O Copyright 2007 Zoeller Co. All rights reserved. 4 SUGGESTED METHODS OF FLOAT INSTALLATION On some installations H may be desirable to instal an independent hanger for the level control switches to avoid possible hang ups on the pumps, piping, valves, etc. Float helmets we available from Zoeller Company on Catalog Sheet FM0525 or can be fabricated from standard pipe and fittings. A9aME man c • ii ' � � Jm ,owl FLM T 7E1 vent t mnrxse t "WARD PPE n/a1riE �'I /WW P PVC OluatrWElaf Went FLOAT rota 'Ems PE.auva •TAaaM Sail PPE 311217 TYPICAL FLOAT HANGER ON CONCRETE PITS 5x1215 TYPICAL FLOAT HANGER ON STEEL COVER PITS OR SEPTIC TANK RISERS "EXTRA PROTECTION SYSTEMS" TWO PUMP SYSTEM The 'Extra Protection' Two Panp system Is an economical solution to the costly duplex alternating pump system and its easy to instal. The 'Eta Protection" Two Pump Systems consists of iur ..G I t K,04� a ■ 0 &ul� v. b. One AlermSystem a. The two nonautomatic pumps with VLFS of your choice I ) c. Two Unicheck Valves as required , _ =✓ ADVANTAGES l� r fI B (1) The Two pump systems offers high pump performance without the high price. It is a system that Ms your needs and your budget (2) Delivers more dependablitythan a single pump sysbrm and greadyreduces the dance ofcosltyand time consuming problems associated with wear out or damages and the resulting system failures. (3) Affords greater satisfaction and peace of mind tomconcerrhedbyproviding state of the artprotectian for costly and expensive surrounttings. _ SI _ r1 • II I I I1 air = = . r "SWIM ii arm me “" ia: h, i :A to • a = • " '° •• •• • tLML,IM WIG ` • • w.s (4) AWN) to change lead and lag positions by changing pump plug connection. „ ,,, SUM (5) Easy and economical to instal. "NAflT.a? IETNEEN PEPS THE BASEMENT SENTRY 12 Volt backup sump pump system model 507 & model 510 Application - For Clear Wa ter, emergency backup usage when power is elf or primary pump fails. Extra Protection -When the primer/ AC pump fails due to power outages cc system problems. }. • Storms • Brownouts • Wringcr electrical problems Extra Protection - When the prinary pump fills to keep uP with excessive water due to ran or overloading. Includes: - C ilhP end control 2 3 -C -Battey Case (Battery Not induded) MODEL 50T MODEL 510 7014 M) FIew(OPM) 7511 50 Now 1Ci q ,I/� a a sae 10 15 10 21.5 16 5 15 105 17.5 e19•o1 H•0 19.9 e1Ea<e Clad - r For submersible or pedestal installations. See FM1311 (507) or FM1139 (510) for information. Suitably sized basin required. O Copyright 2007 Zoeller Co. NI rights reserved. 5 a- ■■ thII1/1■I/■ /I ■I■ ■n►lL�►gu1 v� ■/I ■n ■la■ ■I,qy 111WAI aslari■ ■flhi ■i ri ■■a!I■■ ■PThV,.11l ■© ■,I � ■■■ Wt!I ©IL,I ■UA■►I■n■ IIri,// ■IIln■r1 ■r/ sin r/MMI IMri■111AWS ■n■ 11 /AWARIMIr1■I Bill//. % ■VArl■ l■1I■nnrn■ rlNnNAAn■■■ sl/n II ■sins 1115111111 WIN N E9G3GEGNi 11111111100 IIIIIIIIGGGG IIIIIIII = I111111�C7GG 11111117000E I1111111000GG IIIlI1e000 mown IIIlUG3GGGG IIIIIICIGGGG IIIIIIGGGGGG IHIIiGGGGGG IIIII80003GG � IIIGRG7000B IIIOGGGGGGGD 91111::::0111: iIIIGGGGGGIIG IeGGGGGGGG�G ICGGGGG7GGEG CGGGGLGGGGGG GGGGGGGGG9GG Y Y a a a a F- a a TOW amarcx l T a a Y 3 Y ' ETERS FEET S a F �tl a t a MENDMINUMMGEWFACMIAMIMMUMW ■rnarnunMn r PWn■rar ■% UMMO ■II ■■I %I ■M /I %//S%/A A—' —W' di�I ■M%�' el:41 =I/a�%i� = .1.1 l r / maw �7��IIIIa��I f1� I�a�a� /�Ilaam TivarammEmmimmons Will2MpI■■ ■I /SIM MINION MIN I lb as a: a : r Y sa as i. :la aaaa I� � mane. • 1aBa�aag•e SiliNiaqVgg 3 al:1:1aaaaa a 9'a'aaaaa F :a :ROLeaEE a :nOtOai? &E a�a�a�aaaaa I a • a • • T t T t t t t t t t t . t t t t t t t t i� • • SG E a a 1 , Fl 3a 9 1 R 6 R a a S 8 8 B 1 e 8 R F e aai aaaan f. Y a NI R4 aassararaa -f E a i i as a as •n r Y a a a • a a 8 r. a Y a r a a a a • a a a a 9 a a a a a Y E • • a • a • a a. a a a a 9 a a r. a 3 a a E s a a a b a a a 4 i e e f e B R F R S R F f e 6 I aa3ma•R aaaa?alit a CO W 1 S 2 sin W A m o c C1 N WE N zm em 0 0 N •,. Section 5 — Pump Disconnect Fitting Information S PECIFICATIONS Part Number 39-0053 39-0001 39-0002 39-0003 39-0004 Rae Size 1%" NPT 1%" NPT 7NPT 1%* NPT 7NPr Disconnect Materiel Brass Brass Brass Brass Brass Disconnect Weight 1.6 bs. 2.0 bs. 2.5 bs. 10.1 bs. 12 lbs. Centerine of Refs From Wall-In 30' Basin (Minimum) 2.75' 2.75' — Travel to Disengage 3%.' 3' 3%' 3-017 3-7/8' Pressure Rating 150 PSI 150 PSI 150 PSI 150 PSI 150 PSI PSI Rods Thread sae 317 -16UNC 318' -16UNC 318' -16UNC 3/8' -16UNC 3/7.16UNC Support Weight MI pumps should be suppaled underneath wih conaete brooks a basin soon. Guide Roil Size 8Matedd VC IPS Pips (S.SJGaI.) (recommended) or PVC 3cd. 80 (optional). Supplied by customer. 2 and7 PuArve Sane /939 Pradud infarma9on presented here reflects conditions at line at calibration. Consult factory repardng daaspanaies or inconsistencies 39-0053, 1W NPT 39-0001,1W NPT 39-0002, 2 NPT DISCONNECT & RAIL SYSTEMS • Economical, reduces time & cost of removing pump. • Safety, keeps personnel out of pits & out of contact with contaminates. • Inspections made fast & easy. DISCONNECT ONLY (1%", 1%" & 2" Discharge) Disconnect Fitting; used for shallow systems where guide rails are not necessary. (pull rod not included) PUMP !O" NAIL 7O: P.O. BOX 18347• Louisvlb, KY 40268-0347 Sim TO: 3649Cane Run Road • Louisville, KY 40211 -1961 (502)778-2731 • (800) 928PUMP• FAX (502) 774 -3624 asm 39-0003,1'%' NPT 39-0004, 2' NPT Fps rails, pug rods and intennetitate brackets not included. 0 Copyright 2007 Zoeller Co. MI rights reserved. visit our web site: www.zoeller.com 39 -0022 SECTION: 4.10.130 FM0787 0807 Supersedes 0808 COMPLETE SYSTEMS (1 %" & 2" Discharge) Rail & Disconnect System for Effluent or Sewage Pumps for removal and reinstallation of pumps without getting in or removing fluid from the pit. (2 Standoffs included) Intermediate Guide Rail Bracket One Intermedate Guide Rail Bracket is required for every 10 feet of rail. Use 39-0022 with 39-0003 & 39-0004. ant , h1 00 Pt�1e st , trc: F i $e l 39-0054 48" 1 144' 840 39-0055 80" 1 W 840 39-0058 72" 1 %" 840 39-0057 48" 1 144" 820 39-0058 60" 1 'W 820 39-0059 77 1 %4" 820 39-0060 48" 1 'h" 180/4160- 180/4180 Effluent Pumps 39-0061 60" 1 YY 160/4160. 180/4180 Effluent Pumps 39 72" 1 1"' 160/4160 180/4180 Effluent Pumps 39-0063 48" 7 180/4160 - 180/4180 - 290/4290 Effluent & Sewage Pumps 39-0064 60' 2" 160/4160 - 180/4180- 290/4290 Effluent & Sewage Pumps 39-0065 77 2" 180/4160 - 180/4180 - 290/4290 Effluent & Sewage Pumps 39-0066 48" 7 280/4280 Sewage Pumps 39-0067 60" 7 280/4280 Sewage Pumps 39-0068 72" 7 280/4280 Sewage Pumps 143. .e' .•.���Fi _; Part Number Len th 0 Stainless Steel Lifting Cable 39.0089 1' t; a.Par9 `Len' ;t.� �.• in 39-0031 8 ' aKmaa. 3 39-0032 12' niell i : tgii• 39-0033 16' 39-0009 MM. 39 -0034 20' . 0r ; r Ipt rr10 t— 39 -0035 24' SQUARE GUIDE RAIL SYSTEMS (11/4",1'/2" & 2" Discharge) FIELD ASSEMBLED • Economical, reduces time & cost of removing pump. • Safety, keeps personnel out of pits & out of contact with contaminates. • Inspections made fast & easy. FEATURES • Single rigid stainless steel square rail design. • Stainless steel rail, nuts, bolts, fasteners and lifting bail. • Cast Iron angle arm bracket and pump guide bracket. • Galvanized piping. Stainless steel - optional. • Red brass disconnect fittings with Teflon coated buna "O" ring seal. • PVC Bali Valve • Cast Iron Check Valve • Optional stainless pull rods and lifting cable available. • Also available in prepackaged fiberglass basins • For serer than 72'• noes aner arm bracket PM 390070 Is requke& ern. 40 gasntted or Meta NMI Pear used for sons p Me Mignon �U 1111111.1 II OCopyright 2007 Zoeller Co. Ail rights reserved. 2 095214 Stainless Steel Pull Rods SP ECir[CATIO N�S Rail System Pump Discharge Rail System Discharge Materials of Construction Weight 39 1 WV 2"V Ductile Iron / Galvanized Steel 43 39 -0088 1 W V 2" V Ductile Iron / Stainless Steel 43 39-0101 1 W V T V Ductile Iron / SS /Brass for Non - sparking 43 39-0085 1 W V T V Ductile Iron / Galvanized Steel 43 39-0086 1 14" V T V Ductile Iron / Stainless Steel 43 39-0092 1 W V 2" V Ductile Iron / SS / Brass for Non - sparking 45 39-0083 2" V T V Ductile Iron / Galvanized Steel 45 39-0084 2" V T V Ductile Iron / Stainless Steel 45 39-0093 2" V T V Ductile Iron / SS / Brass for Non - sparking 47 39-0110 T V 3" V Ductile Iron / Galvanized Steel 50 39-0111 T V 3" V Ductile Iron / Stainless Steel 50 39-0074 3' V 3" V Ductile Iron / Galvanized Steel 55 39-0075 3" V 3" V Ductile Iron / Stainless Steel 55 39-0076 3" V 3" V Ductile Iron / SS / Brass for Non - sparking 57 krlerwledli re klIcksesais 2 SO, 39-0089 Intermediate rail bracket 1W, 1 W and T discharge - Galvanized Steel 6 39-0090 Intermediate rail bracket 1'/.".1 34" and 2" discharge - Stainless Steel 6 39-0079 Intermediate rail bracket 3" discharge - Galvanized Steel 6 39-0080 Intermediate rail bracket 3" discharge - Stainless Steel 6 10-0789' SS lifting bail for 160, 180, 280, 290 84820 Series 1 E -Z OUT RAIL SYSTEMS (11/4", 1h /2'e- 3" NPT Discharge Pumps) FEATURES • Sewage, storm water and effluent pump systems. • For concrete, steel, or fiberglass tanks. • Allows for removal of pumps from ground level. • No confined space entry to service pump. • No pull rods or hold down rods. • No diaphragms. • Ductile iron base elbow and positive machine fit with o-ring seal provides a reliable seal. • Designers liability can be reduced by providing reasonable care In the de- sign of submersible pump installations. Pumps are removable from above pump for inspection and service. • Guide rails direct the pump to and from the base elbow. Systems are supplied complete with base elbow, sealing plate, pump discharge elbow, and upper rail bracket. All systems use a '4" schedule 40 pipe rails (not included). #10 -0789 lifting bails are required on 160, 180, 280, 290 and 820 models to balance pump and rail plate evenly. Other models already include proper lifting device. 'Laing bags are required on the folleMng models to balance pump and reg plate evenly. Other models already Include proper lining device. O Copyright 2007 Zoeller Co. All rights reserved. 3 3" Vertical E-Z Out Patent 8 5,507,8281 Oft SPECIFICA1IONS Part Number Descdpeon Pump Discharge Guide Rags' 390094 3' Guide Rai System S.S. izontal 3' Fla 2' S.S. a Gak 39-0016 4' Guide Rail System S.S. Flange 4' Haizontal 2' S.S. a Gak I 3' Guide Rail System S.S. NonSparkn9for Class 1 Group C 9ndb• Group 0 Division 1 Installation 3' Horizontal Flange 2' S.S. or Galv. 380017 4' Guide Rail System, Non-Sparking for Class I Group C andor Group D Division 1 Installation 4' Hamel Flange 2' S.S. a Gels 39-0086 Intermediate bracket fa 3' Rai Systems 390813 Into modiste bracket for 4' Rai Systems (Carbon Steel) 3941014 Intamediete bracket fa 4' Rail Systems (Stainless Steel) Pump Discharge Part Number 3" 6039 -0070 4" 6039 -0048 RAIL SYSTEMS (3" & 4 ") - FIELD ASSEMBLED 2' SCHEDULE 40 111111P. UPPER GLADE RAIL BRACKET RAIL PIPE' Isar.. I V ' l La "a" i IS MAX DISCHARGE ELBOW UFTNG CABLE INTERMEDIATE GUIDE RML BRACKET" MOUNTING PLATE zenes * Not Included " One Intermediate Guide Rail Bracket is required la way O20 R for 3'System a C115 g, for 4' System, of basin depth. See chart fa pad number. % FLYGT GUIDE RAIL SYSTEM ADAPTERS Adapter plates for retrofitting 3" & 4" horizontal ANSI flange discharge pumps to existing Flygt rail systems. DESIGN FEATURES: Cast iron construction. Flange conforms to ANSI B16.10 fully flat. MSS SP-6. For use with all 400, 600 & 700 series pumps with 3" or 4" discharge. Flange gasket and stainless steel bolts included. 0 Copyright 2007 Zoeller Co. All rights reserved. Guide Rail System is for removal and installation of flanged horizontal discharge pumps without getting in a removing fluid from pit CHOKER CABLE* FLYGT GUIDE RML S/STEMADAPTER PLATE EXISTING FLYGT RM. FrITING 'Not included zawmes+ IA CAUTION All installation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be followed Including the most recent National Electrical Code (NEC) and the Occupational Safety and Health Act (OSHA). Section 6 — Pump Disconnect Installation Instructions 'Starr Thum Skil, 1.91.Z9 Product irdomstion presented hem reflects cmdtbns et time of publication. Consult factory regarding discrepancies or inconsistencies. Pump Disconnects Size P/N 39-0053 1'/.' P/N 39-0001 1W P/N 39 -0002 2" INSTALLATION PROCEDURES Notice to installing contractor. Instructions must remain with installation. Pump Disconnects and Rail Systems Use in installations where discharge is no lower than 18' below grade. Point of discharge should be above the liquid level. Visibility of the discharge connec- lion Is desired because guide rails are not used. Stainless steel pull rods (1) are used on the disconnect for removal. Rods are pur- chased separately to desired length. A suitable chain (2) or other means must be used for lifting pump to avoid binding and strain on the pump discharge and disconnect system. Guide Rail Disconnect Systems (Effluent or Sewage) Size P/N 39-0003 1W NPT P/N 39-0004 2' NPT These models are complete systems used for installations with total depth of over 5' and discharge pipe 18' or more below grade and particularly when the liquid level Is above the discharge level. They can also be used for sewage installations as the discharge pipe can pass between the 2' rail standoff bars and out the cover. Use %" IPS pipe rails on 1W and 2' systems. A brass foot guide is supplied and set screws are used for loddng the pipe in the foot guide. W pipe rails (supplied by the customer) can be galvanized, stainless steel (recommended), or PVC Sod. 80 (optional). Stainless steel pull rods are used on the disconnect fittings. 3/18' Pull rods are purchased separately to the desired length for P/N 39-0003 and P/N 39-0004 units. (Pump must be lifted by a separate chain.) Guide rail brackets and steel stand off brackets are included with each system to support upper end of the guide rail pipes. The stationary half can be attached do the pit by drilling and bolting in place. One intermediate guide rail bracket is required for every 10 feet of rail. Use 39-0022 for W IPS pipe. Pulling of pump will disconnect the disconnect fitting on most installations. If flexible pipe is used between pump discharge and disconnect fitting, a pull rod must be used simultaneously as the pump is pulled from the pit. NAIL 70: P.O. BOX 18347• Loulavfe, KY 402564347 SHIP 70: 3849 Cane Run Reed • SAS KY 40211 -1961 (502)778-2731 • 1 (800) 928 -Ptu p • FAX (502) 774-36224 F3athd•L7 C Copyright 2004 Zoeller Co. All rights reserved. visit our web site: www.zoeller.com SECTION: 6.10.033 FM0793 0804 Supersedes 0103 6(731 The pull rod Is not Intended to be the sole means of reinstalling the pump. A suitable chain or other means is required to align the pump and disconnect for proper Installation. The pump unit must be supported from beneath with con- crete blocks (effluent systems) or the basin floor (sewage systems) when using this system. Parts List for 39 -0003 & 39-0004 Used On Item No. Description Qty. Part No. Rail Stand -Off 005776 39 -0003, 39 -0004 Rail Top Guide 005777 39 -0003, 39 -0004 03 Rail Disconnect Fitting i 005778 39-0003 Rail Disconnect Fitting 005779 39-0004 Rail Floor Guide 005780 39 -0003, 39 -0004 Parts List for 39-0016 39 -0016 -A Rem No. Description Qty. 2/91 - thru Current Upper Guide Rail -SS 1 ea. 006045 Pump Mounting Plate 1 ea. 006572 Mounting Plate Gasket 1 ea. 006041 Discharge Elbow 1 ea. 006574 Lower Rail Guides -SS 2 ea. 006055 Parts List for 39 -0017 (Non - Sparking Rail System) 39 -0017 -A Kern No. Description Qty. 2/91- thru Current 1 CO N. � 10 Upper Guide Rail -SS 1 ea. 006045 Pump Mounting Plate - Bronze 1 ea. 006961 Mounting Plate Gasket 1 ea. 006041 Discharge Elbow 1 ea. 006574 Lower Rail Guides -SS 2 ea. 006055 4" Guide Rail Systems Part No. Description 39-0016 39-0017 4' Pipe Flange with Stainless Steel Guides and Supports 4' Pipe Flange with Bronze Guide Brackets and Mounting Plate for Hazardous Locations VALE -■••• i ■ IA WARNING ) -- - M intermediate Guide Rail Bracket 39-0013 (Carbon Steel) or 39-0014 (Stainless Steel Is required for every 15 ft. d Guide Rail length (Not Included). 0 Copyright 2004 Zoeller Co. At rights reserved. This model is a complete system used in sewage or dewatering installations with side outietflanged pumps. Kean be used in basins at any depth with intermediate stabilizer support brackets over 15' in depth. The guide rail system is particularly useful when the liquid level is above the discharge pipe. The pump can be removed for service or repair without draining the basin. Use T schedule 40 steel pipe for guide rail. Pipe is furnished by the user. A 4' flanged discharge elbow is supplied with the rail system which also supports the lower rail guides. A permanently attached chain or cable, furnished by the user, should be installed for removing the pump from a flooded basin. It is not necessary to use a separate put chain on the cast iron mounting plate which is bolted to the pump discharge flange. The upperguide rail bracket is induced with each system. The i ntennediate sm bilizer support brackets are ordered separately for each 15 foot of basin depth. rs�:■ The cantilevered weight of the pump is required for compress ing and sealing the mounting plate gasket against the face of the discharge elbow. If the pump is supported from beneath with concrete blocks or extended legs on the pump base, make certain the mounting plate gasket's sufficiently compressed e",ar for sealing. NI installation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be followed including the most recent National Electrical Code (NEC) and the Occupational Safety and Health Act (OSHA). Section 7 — Pump Replacement Parts List Product information presented here reflects conditions at time of publication. Consult factory regarding discrepancies or inconsistencies. ' fin blur Sr http //Www.zoeller.com 0023980 WRUNG DIAGRAM FOR MODELS '0214#' 11111 pee In 156 NS) I PUMP !O. 0041122 WRING DIAGRAM FOR MODELS 12254 W 1)254 9A8 (VS) we amen NAIL 70: P.O. BOX 18347 • Weavee, KY 40258-0347 SHIP TO: 3849 Cane An Road • Loulatele, KY 40211.1981 (502) 778.2731 • f(8o0) 928-PUMP • PAX (502) 7743624 REPLACEMENT PARTS LIST FOR MODELS: D284 AUTOMATIC 230V E284 NONAUTOMATIC 230V Consult factory for all other models TO ORDER REPLACEMENT PARTS: PLEASE FURNISH THE FOLLOWING INFORMATION: • Model Number. • Part Number of Pump. (If manufactured prior to June 1988, give 2 letter date code following Model No.) • Pad Number and Description of part. 03231170 WIRING DIAGRAM FOR MODELS t284-K, 1E284- V MM t214C 11151 00A) caw Current SECTION: 0.10.350 FU0497 0298 Supersedes 0396 MODEL 13284 -A 13284 -B D284-C Ng DESCRIPTION '.. a, NOTES 11/63 XM a tmi was 046 V8 249 r am 1193 eau thorn Caw Swath Al 'HPh'284' L 2,9 003171 004847 004647 • Guard 001023 001023 001023 3 Caw -Mach 160/180/2130/290* 2,3 004947 004614 004614 4 • Ann4 SW Mn 009290' 2 002379 004745 004745 5 • OsekelOneCover 001011 001011 001011 Switch Mm 980/140/290 2 002360 004744 004744 Load 1Waa (Ore 002609 NA NA • Wire P18 (5) Woos 001070 004749 004749 6 Raley 230V 01 21 063 217093 217003 9 CapetS Clamp 002361 002391 060381 10 Mat Plastic 094039 094039 094039 11 Guide Aorn,Nt Rad 094048 004046 094048 12 Rod Aem,F11 001043 001043 001043 13 Houlny,146.6 St 230VNPh 264 1, 6 003175 003175 003176 14 Bearing.Sleew 001012 001012 001012 15 • Handle 217069 217069 217069 16 Cord Term & Ses1Aom 230V 2.9 217043 094072 094072 17 Clanp,Sbain R I 3 001770 001770 001770 16 • Sail.Cord-Asm & Strain Relief 3 084032 64032 094032 19 • Pt.sQTr1 -WMI. 034090 094090 034000 20 • Saa &tlwu Wall Term 003402 003402 003402 21 Rotor S erg 230 6 003176 003176 06561 22 • Bear UMW Rotor 094106 094106 001013 • SW,MW Hag 001014 001014 001014 A • OtDIeSdib(M Oz Can) 00316 00316 003168 Adaptor-moth • 002957 002357 001003 26 • Saa&8haf '267 002946 002946 002646 27 J 217024 217024 l 1794 910 3'481 31702 4 317024 917024 1 002909 002999 002080 Houoing,Pump-Moch 217012 217012 217012 Sire, 610 -24 X375 RHABEB E8 0018833 0018833 001663 61 Srew,11632X25RHM SI To 8119r 001877 001877 001877 32 Srew,.2520 X.7514Hm88 001916 001916 001916 33 Screw w ¶2X 438R10101•0141 1301677 004644 004644 Srew,.5.13 X 2 HH Cap-SS 001909 001909 001909 R Waahr,33- 1.26 N 002115 002115 002115 Saw .313.18 X MN Cop-88 002606 00266 002606 �v • Screw, .25-20X1•MHm86 4 007790 007790 007790 RebuId WI 1 280 1 1 003170 004766 0079(10 REPLACEMENT PARTS LIST FOR MODEL "D284" Items Included in Rebuild Kit. NOTES: a Not shown in illustration. 1) Mb Hsg., Brg., Stator & Term. (Item 13) are preassembled at the factory and must be replaced as a unit. Stator Is permanently attached to the motor Housing. Plug (Item 19); Seal, Thru Wall Term. (Item 20) and Bearing - Upper (Item 14) are replaceable. 2) When ordering these parts, customer must identify if switch is a General Electric switch. 3) If an ° X ° follows Model No., or Date Mfg. on brass ID tag, consult factory for ordering any parts. 4) See FM0160 Parts Price Sheet for listing of parts prices 5) aNA• indicates, not applicable. 6) When ordering Motor Housing, Bearing, Stator and Term. (Item 13) orRotor( Ilem21 ) specify either GEor Emerson motor. GE motor can be Identified by (4) holes spaced at 90° around the outside diameter of the stator. Emerson motor can be identified by (4) flat edges spaced at 90° around the outside diameter of the stator. DATE CODE OF MANUFACTURE FROM 12170 to 12/88 148 LETTER MONTH 2nd LETTER YEAR IA —JAN. T —JULY A -1971 0 -1977 0 -1963 N —FEB. U —AUG 8 -1972 H -1979 P -1964 O —MARCH V —SEPT. C -1973 I —1979 R -1985 P —APRIL W —OCT. D -1974 J —1960 8 -196 R —MAY X —NOV. E -1976 M -161 T -167 13 —JUNE Y —DEC. F -1076 N -1962 U -196 NOTE: Four digit (WAVY) date of rig. used after Juno. 1968. 1E: WAW • 0192 • Jan. 1992. See back page for '0284 illustration. MODELS: E284 -A E284-B E284 -C REF. NO. I PTION DESCRIPTION Q NOTES 11a1 thm was us 906 VS 6i" 1272 1A99 u• currant a coma 0V/1P111.80' 3 003174 003174 003174 Cover4Moh 3 001077 001077 001077 • Gaskeld mr 001011 001011 001011 4 • WIO Pk. 001070 004749 004749 6 Camel lot& Clamp Mm MEM 002381 002381 002381 6 Moue • Ittpli 8 r • /1Ph284 1 003175 0031. ,..1 7 BeanagOkmm 9001012 001012 001012 8 • Snit 217069 217069 217000 9 Cord Tem 8 Seal Mm 230V 3 003618 003816 003618 10 CMmp3 ief -Rea 3 001770 001770 001770 11 • 54•10w S1r•F Relief 3 094032 094032 094032 12 • PIae,7w 034000 034090 094090 19 • 8r41118 mm 003402 003402 003402 14 Rotor il ' /1PI, 2 003178 003176 008581 15 • BearinaLower Rotor 094106 094106 001013 18 • SW.MV Hp 001014 001014 001014 17 • 0101110 Oz Can) 003188 003168 003168 18 Adader-1 8• 002357 002357 001001 A 19 • 84048ha 781' 002946 002946 002946 20 f Ron. { 217024 217024 217024 Piano. Plc TN01 317024 917024 917024 21 1811•100 ,90 002999 002999 002999 22 Hoelkp.Pemp-Mach 217012 217012 217012 21 • l n wwl4 v25RHM" 001677 001877 001877 24 • So,w,610 -24 X375 10418-3133 001883 001893 001883 26 • 8o w..25-20 X 76 H114183 001916 031916 001916 26 • Sosw..6.13 X 2 HH Cap-83 001909 001909 001909 27 • Washer.38- 1.25'4d.662141e.079 CI I' • 002116 002115 002115 26 • 84rwr.813.16 X 17tH 088-83 002608 002806 002608 29 • Sow.. 25.20X1' HHm-88 007790 007790 007790 • Rapid KE280' 1 003170 004755 007980 REPLACEMENT PARTS LIST FOR MODEL "E284 ". • Items included in Rebuild Kit. NOTES: 1) Mtr. Hsg., Brg., Stator & Term. (Item 6) are preassembled at the factory and must be replaced as a unit. Stator is permanently attached to the Motor Housing. Plug (item 12); Seal, Thru Wall Term. (Item 13) and Bearing - Upper (Item 7) are replaceable. 2) When ordering Motor Housing, Bearing, Stator and Term. (Item 6) orRotor( Item14 ) specify either GEor Emerson motor. GE motor can be identified by (4) holes spaced at 90° around the outside diameter of the stator. Emerson motor can be identified by (4) flat edges spaced at 90° around the outside diameter of the stator. 3) If an "X" follows Model No., or Date Mfg. on brass ID tag, consult factory for ordering any parts. 1 4) See FM0160 Parts Price Sheet for listing of parts prices. 5) "NA" indicates, not applicable. hM71Ort WSWBY. El Not shown In Illustration. NAB. TO: P.O. BOX 16347 Lana KY 402560347 Alrn/adwerad SUP TO:3649 Con Run Roth Taint KY 40211 -7961 'awn r Ran .9/A2F Mfr PUMP !O. / (502)778-2731 i774 s 336244 ""'P See back page for ¶284° Illustration. REPLACEMENT PARTS ILLUSTRATION FOR MODEL "D284" REPLACEMENT PARTS ILLUSTRATION FOR MODEL "E284" l f. SAzr 1919" Product information presented here reflects conditions at time of publication. Consult factory regarding discrepancies or inconsistencies. PUMP !O. SEC ION:6.10.028 FM0990 0603 supersedes 1299 MAIL 70: P.O. BOX 18347 • Loutsnle, KY 40258-0347 visit our web site: SRPP 70: 3849 Cane Run Road • Lousda, KY 4021 f -f981 http://www.zoeller.com (502) 778.2731 • 1 (800) 928 -PUMP • FAX (502) 7743824 ** *ATTENTION * ** The attached is the Zoeller Sewage/Waste Pumping System start-up report. In coordination with Zoeller Pump Company, installing contractor, and start-up technician, this form shall be completed and the "File Copy" returned to Zoeller Pump Company. Failure to do so will void the product's warranty. Step # 1: Sections #1, #11, and #ill should be reviewed and completed by the Installing contractor before the scheduled start-up session begins. Step # 2: Schedule the start-up session with an authorized technician. With the installing contractor's assistance, the start -up technician should complete Section JV and V. Notes: (A) A means of supplying water to pit required. (B) Qualified personnel are required to take electrical meter readings. Step # 3: The optional functional test listed in Section VI is highly recommended. The Flow Rate (GPM) can be determined by allowing the pump to run for a short period, and measuring the volume displacement, which is then converted to the flow rate for a one minute period. The System Head (TDH) usually has to be estimated by usage of manual calculations. Contact the Zoeller Technical Service Department for additional assistance. Step # 4: The start-up technician completes Section VII with any comments and the signing off of all those present during start-up. Step # 5: The start-up technician will distribute report copies. Mail white (file) copy to Zoeller Pump Company. Place the yellow (Job site) copy in the owner's equipment file. The installing contractor puts the green (contractor's) copy in his job file. If the engineer is present during start-up, he is provided the pink (engineers) copy, otherwise, mail the pink copy to Zoeller Pump Company. Step # 6: Zoeller Pump Company will review reported data. If any problems are found that should be corrected, the installing contractor, engineer, start-up technician, and local Zoeller Pump Company representative will be notified. If the pink copy is retumed to Zoeller Pump Company, it will be mailed to the engineer. Additional copies of this report will be made available to others by request. * * * THANKS FOR YOUR ASSISTANCE * * * C Copyright 2003 Zoeller Co. All rights reserved. - Awry Ran Star /999" Product information presented here reflects conditions at time of publication. Consult factory regarding discrepancies or inconsistencies. START -UP Control Panel Float Switches• Basin: Pump Mount: ❑ Rail Rm\ Nine COrnsol• INSTALLATION DATE aeu.ea.m Glrnrlona 0 Free Standing III. INSTALLER CHECKLIST - The following should be completed before start-up by installing contractor. Impeller turns freely by hand Pump rotation correct (3 phase 800 & 700 series only) Equipment in good condition Pit Clean Check valve, discharge pipe, and vent pipe installed 3/18' vent hole drilled in discharge pipe Access cover/Hatch Installed Panel securely installed and electrical connections tight Single phase starting capacitors installed Short circuit protections _ Amps Thermal overload protections _Amps Proper wiring connected to controller _Gage length Float positions from bottom of pit it in f2.. 04 in. IV. START -UP VERIFICATION LIST o To be check by the start up technician with installers assistance ❑ Discharge pipe Stalled. Vn ❑ Vent pipe installed. —.in. o Check Valve installed in cored location and direction o 3/18• vent hole drilled in discharge pipe O Pit dean O Access opening large enough for pump removal O Panel and internal wiring securely installed o Panel and junction box interior dry & sealed ❑ Power supply cable length _ FL ❑ Float switches away from turbulence and hang -ups O Low water level above volute top (111 off switch) ❑ Pumps respond properly to hand-off-auto switch o Alarm respond properly to test - off - normal switch ❑ Panel matches pump horsepower ❑ Circuit breakers operational O Thermal overloads correctly set to match name plate amps rci PVMP !0a MAIL TO: P.O. BOX 16347 • LadsvHe, KY 402580347 SHIP TO: 3649 Cane Run Road • Loukvee, KY 40211 -1961 ( 5 0 2 ) 778 -2731 • 1(899) 928-0144P • FAX (502) 774-3624 START -UP REPORT ZOELLER SEWAGENVASTE PUMPING SYSTEMS I. PROJECT INFORMATION - Completed by Installing Contractor JOB NAME* LOCATION ENGINEER' INSTALLING CONTRACTOR AclimaltIORete START UP DATE' II. EQUIPMENT INFORMATION - Completed by Installing Contractor Tag No. or Location I D • P/N PUMP NAMEPLATE DATA M Model No • Voltage phase BHP Serial No. Pump 1• (or) Date of Mfg Pump 1• Serial No. Pump 2 (or) Date of Mfg Pump • RATEDma Nem N. Additional Information 0 Suspended Installation Type: ❑ Field Assembled ❑ Pm Packaged V. VI. VII. ELECTRICAL READINGS: SINGLE PHASE: Pump el Voltage supply (Pump off) L+ -L2 V. Voltage supply (Pump on) Li -U Amp draw (Pump on) Li __A L2 _A THREE PHASE: Voltage Suppy (Pump off) 1.1-1.2 V. L2-L3 V. LI -La V. Voltage Supply (Pump on) Li -L2 V. U-La V. L1 -La V. Amp Draw (Pump on) Li —A Li V L2 _A U V La ___A. La —A FUNCTIONAL TEST O Operator has installation and maintenance manual ❑ Other ❑ Operator has control panel schematic FILE COPY I, Copyright 2003 Zoeller Co. MI rights reserved. visit our web site: http://wevw2oeller.com FILE COPY JOB NO. bau•C4. aa• Cmmay Nom I certify this start-up report to be accurate: SECTION: 6.10.028 FM0990 0803 supersedes 1299 Two Chatty Pump 02 Li -L2 _V. Lt -L2 __V. Li _A L2 —A. Li -L2 L2-U _V. L+ -La V. Li -L2 V. U-La __V. Li -La V. P1 GPM@ 'TDH P2 –__GPM 'TDH SUMMARIZATION COMMENTS: Nana Dab Others present during Start-Up: O Engineer O Contractor O Operator Section 8 — Local Pump System Service Providers Dave's Pump Service & Repair 12932 64th Ave S, Seattle, WA - (206) 772 -0255 Poppleton Electric and Machinery 969 South Nebraska Street, Seattle, WA — (206)762 -9160 (Authorized Zoeller Pump Service Provider) Center Electric Inc. 1212 South 30 Street, Tacoma WA — (206)383 -4418 (Authorized Zoeller Pump Service Provider) Northwest Pump & Equipment Co 22914 64th Ave S, Kent, WA - (253) 850 -7867 Pump Industries Inc 9320 15th Ave S # Ca, Seattle, WA (206) 767 -0733 Flow International Corp 23500 64th Ave S, Kent, WA - (253) 850 -3500 Section 9 — Notice on Title/Pumped Drainage System Section 10 — System Plan Document titles) (or transaction contained therein all areas applicable to your document must be filled In): 1. Notice on Title — Onsite Pumped Storm Drainage System 2. 3. Reference Number(s) of Documents assigned or released: 1. 2. 3. 4. Additional names on page of document. Address: 1. 14424 48" place South, Tukwila, WA 98188 2. Grantor(s) Last name first, then first name and middle initials) 1. Denali Properties, LLC 2. 3. Grantee (s) (Last name first, then first name and middle Initials) 1. Denali Properties, LLC 2. 3. Legal Description (abbreviated: i.e. lot, block, plat or section, township, range.) ADAMS HOME TRS LOT 6 OF TUKWILA SHORT PLAT #L01.046 REC #20030327900001 SD SP DAF - LOT 6 TGW LOT 7 LESS N 120 FT LESS RDS Additional legal Is on page of document. Assessor's Property Tax Parcel /Account Number: 104000-0513 Assessor's Tax Number not yet assigned The Auditor /Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the Indexing information provided herein. After Recording, please return to: Darren Ludwigsen c/o Denali Properties, LLC P.O. Box 1845 Bellevue, WA 98009 WASHINGTON STATE RECORDER'S COVERSHEET (RCW 65.04) Please type or print information. Sample text provided in Initial line of each section below. On -Site Pumped Storm Drainage System Notice on Title This property contains a privately owned, operated and maintained pumped storm drainage system. The owner of the lot is responsible for all costs associated with all costs and actions required to keep the pumped storm drainage system properly functioning. This notice shall run with the land and shall not be removed except upon specific written authorization by the City of Tukwila or at such time that a legal gravity connection to a public storm drain system is made. I, Darren Ludwigsen, having been duly sworn on oath, depose and declare that I am the owner of the property legally described as follows: ADAMS HOME TRS LOT 6 OF TUKWILA SHORT PLAT #L01 -046 REC #20030327900001 SD SP DAF - LOT 6 TGW LOT 7 LESS N 120 FT LESS RDS With the address of 14424 48 Place South, Tukwila, Washington and Tax Parcel #004000 -0513 Signed Date Subscribed and Sworn before me this, the day of , 2007. Notary Public in and for the State of Washington 655-0388 SHERWIN- WILLIAMS Peterson Drywall 34816 54 Ave. South Auburn, WA 98001 After carefully assessing the Moisture Vapor Bather coverage at the residence on I have concluded that there is ample coverage for a perm rating less that 1.0 perm ASTM E96. As stated under specification, Moisture Vapor Bather must be applied at 6.0 -8.0 mils WFT or 1.8 -2.4 mils DFT to achieve this rating. This gives coverage of 200 -250 sq. ft. /gal. Please feel free to contact me further regarding this situation or anything else that may arise. Respectfully, Ross Baechle Architectural Coatings Representative Sherwin Williams Co. 206.391.3190 48" PL Tukwila, WA 98168, RECEIVED MAR 2 2007 DE PARTMENT 4 .906-/ 2-9 03/26/2007 SHERWIN WILUAMS. 1/2005 www.sherwin- williams.com 108.17 INTERIOR LATEX MOISTURE VAPOR BARRIER B72W1 CHARACTERISTICS interior Latex Moisture Vapor Barrier Primer/Finish is a coating designed to reduce the loss of moisture through walls and ceilings. Moisture Vapor Barrier Primer/Finish combines a primer and finish in a single, fast drying coat. Moisture Vapor Barrier Primer /Finish is specially formulated for manufactured housing facilities. Upon field Installation of the home, this product can be topcoated with any Sherwin - Williams' interior latex or alkyd product. Color. White Coverage: 200 - 250 sq ft/gal @ 8.0 - 8.0 mils wet; 1.8- 2.4Mils dry Drying Time @ 77 °F 50% RH (temperature and humidity dependant) To touch: 1 hour To topcoat: Finish: Flash Point: Penn Rating: 4 hours 0- 10 units @ 85 N/A less than 1.0 perm ASTM E96 Solvent/Reducer. Water Tinting with Blend -A- Color: Base oz/gal Strength White 0-4 75% Vehicle Type: Vinyl Acrylic/Styrene Butadiene VOC (less exempt solvents): 74 g/L; 0.81 lb/gal Volume Solids: 28 t 2% Weight Solids: 40 t 2% Weight per Gallon: 10.3 lb OTC Compliant SPECIFICATIONS Drywall System 1: 1 -2 cts. Moisture Vapor Barter Primer/ Finish System 2: 1 ct. Moisture Vapor Barrier Primer/ Finish 2 cts. Sherwin - Williams Interior, Latex or Alkyd, Architectural Topcoat APPLICATION Do not thin. Reduction will adversely affect the peon rating. Apply at temperatures above 50 °F. Brush - Use nylon/polyester brush Roller - Use 3/8" - 3/4" nap cover Spray • Airless Pressure 2000 psi Tip 017 " -.019" RECEIVED MAR 2 0 2007 D E P ARTME NT SURFACE PREPARATION WARNING! Removal of old paint by sand- ing, scraping or other means may gener- ate dust or fumes that contain lead. Expo- sure to lead dust or fumes may cause brain damage or other adverse health effects, especially in children or pregnant women. Controlling exposure to lead or other haz- ardous substances requires the use of proper protective equipment, such as a properlyfitted respirator (NIOSH approved) and proper containment and cleanup. For more information, call the National Lead Information Center at 1. 800424 -LEAD (in US) or contact your local health authority. Remove all surface contamination by washing with ProClean Professional® Prep Wash Concentrated Cleaner or other appropriate cleaner, rinse thor- oughly and allow to dry. Scrape and sand peeled or checked paint to a sound sur- face. Sand glossy surfaces dull. Seal stains from water, smoke, Ink, pencil, grease, etc. with PrepRite® ProBlock® Primer Sealer. Drywall Fill cracks and holes with patching paste/ spackle and sand smooth. Joint com- pounds must be cured and sanded smooth. Remove all sanding dust. CLEANUP INFORMATION Clean spills, spatters, hands and tools immediately after use with soap and warm water. After cleaning, flush spray equip- ment with mineral spirits to prevent rust- ing of the equipment. Follow manufacturer's safety recommendations when using mineral spirits. continued on back 108.17 INTERIOR LATEX MOISTURE VAPOR BARRIER B72W1 SHERWIN WILLIAMS. RECEIVED MAR 2 6 2007 DEPARTMENT CAUTIONS For Interior use only. Protect from freezing. CAUTION contains CRYSTALLINE SILICA. Use only with adequate ventilation. To avoid overexposure, open windows and doors or use other means to ensure fresh air entry during application and drying. If you experience eye watering, headaches, or dial- ness, increase fresh air, orwear respiratory protection (NIOSH approved) or leave the area. Adequate ven- tilation required when sanding or abrading the dried film. If adequate ventilation cannot be provided wear an approved particulate resplrator(NIOSH approved). Follow respirator manufacturer's directions for respi- rator use. Avoid contact with eyes and skin. Wash hands after using. Keep container closed when not In use. Do not transfer contents to other containers for storage. FIRST MD: In case of eye contact, flush thoroughly wi h lame amounts of water. Get medical attention If inflation persists. If swallowed, cell Poison Control Center, hospital emergency room, or physi- den immediately. DELAYED EFFECTS FROM LONG TERM OVEREXPOSURE. Abrading or sanding of the dry film may release crystalline silica which has been shown to cause lung damage and cancer under long term exposure. WARNING: This product contains chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. DO NOT TAKE INTERNALLY. KEEP OUT OF THE REACH OFCHILDREN. FOR PROFESSIONAL USE ONLY. HOTW 11/18/2004 B72W00001 04 00 The Information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin - Williams Com- pany. Such Information and recommen- dations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin - Williams representative to obtain the most recent Product Data Sheet. August 21, 2007 City of Tukwila — Department of Public Works 6300 Southcenter Boulevard Tukwila, WA 98188 Attention: Joanna Spencer Subject: Denali Properties at Foster Heights — Storm Drainage 14424 48 Place South Tukwila Building Permit #006 -129 Dear Ms Spencer, In response to the City of Tukwila Public Works Department Comment Letter dated July 26, 2007, I submit 2 copies of the System Design, Operation and Maintenance Manual for the subject site Storm Drainage System. The manual contains revised drawings, additional design information and a draft of a Notice on Title for City review. Please do not hesitate to call with questions or if additional information is required. I look forward to system design review and construction permit approval. cerely, Cheryl Girard, P.E. Project ontinuity Associates cc : Darren Ludwigsen Denali Properties, Inc. P.O. Box 1845 Bellevue, WA 98009 CORRECTION LTR# REVISION NO. c RECEIVED AUG 21 2007 TUKWILA PUBLIC WORKS 17W -- 19-1 RECEIVED CITY OF TUKWILA AUG 2 1 2001 PERMIT CENTER August 6, 2007 Darren Ludwigsen PO Box 1845 Bellevue, WA 98009 RE: Letter of Incomplete Application # 1 to Revision #2 Development Permit Application D06 -129 Denali Properties — 14424 48 P1 S, Lot 6 Dear Mr. Ludwigsen: If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Enclosures File: Permit D06 -129 City of Tukwila P:\Pemdt Center\Incomplete Letters 12006\Bui1ding1D06- 129 Inc Ltr #1 to Rev #1.DOC jem Department of Community Development Steve Lancaster, Director This letter is to inform you that your revision application received at the City of Tukwila Permit Center on April 12, 2006 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Planning Department: Brandon Miles, at 206 431 -3684, if you have any questions concerning the attached comments. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. Steven M. Mullet, Mayor In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted throueh the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 Determination of Completeness Memo Date: August 2, 2007 Project Name: Denali Properties, Lot 6 Permit #: D06 -129 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped not copied.) 1. Provide a site plan to identify location of deck and to show the deck shall not encroach into set backs. Should there be questions conceming the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: August 1, 2007 Scott Bares D06 -129 14424 48 PL S LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted is incomplete: 1. Provide a revised site map, to scale, showing the location of the proposed deck on the subject property. July 27, 2007 Darren Ludwigsen P O Box 1845 Bellevue WA 98009 Dear Mr. Ludwigsen, City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 to Revision #1 Development Permit Application Number D06 -129 Denali Properties —14424 48 PI S This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Joanna Spencer, at 206 431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, R OMSPO — Bill Rambo Permit Technician end File No. 006 -129 P:1Pertt CenteACorrection Letters \200DD06 -129 Correction LIT #1.DOC join 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 ;- DATE: July 26, 2007 PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards PROJECT: Denali Properties — Lot 6 14424 48 Place S PERMIT NO: D06 -129 REVIEW NO: 1 (Revision #1 After Permit Issued) PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. Please submit supporting pump design calculations for 3 ft +- friction head reflected on page 4 of 4. Provide a sump pump maintenance manual and a document in a recordable format with a one inch (1) margin all way around, that shall notify future property owners about presence of storm drainage pump and pump system maintenance responsibility. Upon review by PW this document shall be recorded with King County Recording Office. P: Joanna/Comments 1 D06 -129 August 2, 2006 Darren Ludwigsen PO Box 1845 Bellevue, WA 98009 RE: CORRECTION LETTER #2 Development Permit Application Number D06 -129 Denalie Properties — Lot 6 —14424 — 48th Place S Dear Mr. Ludwigsen: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time, the Fire and Planning Departments have no comments. Building Department: Allen Johannessen, at 206 -433 -7163, if you have questions regarding the attached memo. Public Works Department: Joanna Spencer, at 206 -431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Encl Brenda Holt Permit Coordinator A\planninglbrenda \D06 -129 - correction 1tr #01 .doc bb ' 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 Building Division Review Memo Date: July 24, 2006 Project Name: Denali Properties, Lot 6 Permit #: D06 -129 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). Of applicable, Structural Drawings and structural calculations sheets shall be original signed wet stamped not copied.) 1. Engineers wet stamp with signature referencing the engineered calculations shall be required on the plan structural sheets. Provide those sheets to add to the current plan set. Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. DATE: July 31, 2006 PROJECT: Denali Properties, Lot 6 14424 48th Place South PUBLIC WORKS DEPARTMENT COMMENTS PERMIT NO: D06 -129 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Since sewer to the subject property is provided by Valvue Sewer District at (206) 242 -3236 please provide a Certificate of Sewer Availability. Form is attached. P: Joanna/D06 -129 V NORTHWEST Architects Northwest, Inc. 18915 142nd Avenue NE Suite 100 Woodinville, WA 98072 July 13, 2006 Project Name: Denali Properties, Lot 6 Permit #: D06 -129 Plan Review: Allen Johannessen, Plan Examiner 1. The topography lines on the site plan have graded to reduce the slope of the lot. The architectural drawings have been revised to match the new slope. 2. The rebar has been revised on page 3 to match the engineer's details. 3. The site plan has been drawn on a 24" x 36" paper (the same size as the plans) Footing drains and roof drains and a designed method have been added to site plan. If you have any further questions, please give me a call. Thank you, P: 425- 485 -4900 F: 425 -487 -6585 Toll Free:1 - 888 - ARCH - 100 Email: ANW @ArchitectsNW.com Cm o WOW 0.1 PERMIT CENTER 07/1 CORREC ION LTR# / / ARCHITE �/ NORTHWEST Architects Northwest, Inc. P: 425- 485 -4900 18915 142nd Avenue NE F: 425-487-6585 Suite 100 Toll Free:1 - 888 - ARCH - 100 Woodinville, WA 98072 Email: ANW @ArchitectsNW.com July 13, 2006 Project Name: Denali Properties, Lot 6 Permit #: D06 -129 Address: 14424 48 PI S 1. Denali Properties to submit Sensitive Area Hold Harmless Agreement. 2. The site plan has been drawn on 24" x 36" paper (the same size as the plans). 3. The geotech firm's name, address, and phone number have been added to the site plan. 4. The garage finis floor and driveway slope has been added to the site plan. 5. Proposed grade contour lines have been added to the site plan A cut and fill yardage calculation has been added as well. 6. Denali Properties to submit an engineering design. 7. The utility lines have been shown on the site plan (water, sewer, storm drainage, PEOEWEw and power). GTTV OF TUKWtA JUL 1 0 2006 If you have any further questions, please give me a call. Thank you, Tony Soper 0 7 [1 3/ 0 6 504 r..as J F� EY P. •eROULET STATE OF WASHINGTON CORRECTION LTR #�_ Ws- June 13, 2006 Darren Ludwigsen PO Box 1845 Bellevue, WA 98009 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -129 Denalie Properties — Lot 6 —14424 — 48th Place S Dear Mr. Ludwigsen: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time, the Fire and Planning Departments have no comments. Building Department: Allen Johannessen, at 206 -433 -7163, if you have questions regarding the attached memo. Public Works Department: Joanna Spencer, at 206 - 431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator Encl tclay P:\planning\brenda\D06 -129 - correction It, Nl .doc bh 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 Building Division Review Memo Date: June 8, 2006 Project Name: Denali Properties, Lot 6 Permit #: D06 -129 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size) (If applicable, Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The site plan topographical lines indicate the lot slopes approximately 6 feet or more. The plan elevations indicate a level lot with 24" foundation as shown on pages 6 & 7 that is inconsistent with the lot conditions. Revise the plans to show a foundation consistent with the lot slopes. Foundation may be a full height stepped foundation or a stepped foundation with cripple walls. Cripple walls shall be constructed to meet code for cripple wall construction (R602.9). Provide an engineered design for the foundation wall construction that meets site conditions. 2. On details page #(3) the rebar specified for the foundation is inconsistent with the engineering specifications. Revise plan to show consistency with the engineering. 3. All plan sheets shall be the same size of the plan set (As indicated above under Plan Submittals). Provide a site plan same size as the plans. Specifically identify on the site plan Footing Drains and Roof Drains and provide a designed method of dispersion for the footing and roof drains. Coordinate any combined discharge systems with the Tukwila Public Works Department. Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. PUBLIC WORKS DEPARTMENT COMMENTS DATE: June 8, 2006 PROJECT: Denali Properties, Lot 6 PERMIT NO: D06 -129 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please execute the attached Sensitive Area Hold Harmless Agreement, which is required due to steep slopes on site. 2) Site plan shall be the same size as remaining drawings of your submittal. 3) Please cross reference both geotech reports on the site plan; list report titles, dates, names and phone numbers of geotech firms. 4) Show garage finish floor elevation and driveway slope. Maximum 15% driveway slope is allowed. 5) Your site plan shows only the existing contours. Please show proposed contours and provide supporting earthwork grading calculations for amount of cu yards of cut and cubic yards of fill required to accommodate proposed residence. Please show cut and fill yardage on your site plan. 6) Due to the existing soils conditions proposed roof downspouts and foundation drains shall be tightlined and connected to the existing storm drainage catch basin in 49 Ave S. Since the CB is higher then the downspout system, applicant shall submit an engineering design signed and stamped by a Washington State licensed professional engineer. 7) Please show utility lines serving the residence: water, sewer, storm drainage, power. P: Joanna/D06 -129 / / ARCHITECTS NORTHWEST Architects Northwest, Inc. 18915 142nd Avenue NE Suite 100 Woodinville, WA 98072 April 25, 2006 Tony Soper P: 425- 485 -4900 F: 425 -487 -6585 Toll Free.1 - 888 - ARCH - 100 Email: ANW @ArchitectsNW.com Project Name: Denali Properties, Lot 6 Permit #: D06 -129 Plan Review: Allen Johannessen, Plan Examiner 1. Downspouts have been added to the site plan. Arrows have also been added to show where the footing and roof drain discharge systems will be draining. 2. Topography lines were added to the site plan. 3. Legal description, site address, and parcel number have been added to the site plan. If you have any further questions, please give me a call. Thank you, 04/25/06 V NORTHWEST Architects Northwest, Inc. 18915 142nd Avenue NE Suite 100 Woodinville, WA 98072 April 25, 2006 Thank you, Tony Soper I': 425-485-4900 F: 425-487-6585 Toll Free:1 888 - ARCH - 100 Email: ANW@ArchitectsNW.com Project Name: Denali Properties, Lot 6 Permit #: D06 -129 Address: 14424 48 P1 S 1. Denali Properties to submit soils report. 2. The house was moved over 4" so the 2' -4" cantilever was not over the side yard setback. The fireplace has also been show on the site plan. If you have any further questions, please give me a call. 0 4/ 2 5/ 0 6 April 14, 2006 REVISED: Apri121, 2006 Darren Ludwigsen PO Box 1845 Bellevue, WA 98009 RE: Letter of Incomplete Application # 1 Development Permit Application D06 -129 Denali Properties — 14424 48 PI S, Lot 6 Dear Mr. Ludwigsen: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you that your application received at the City of Tukwila Permit Center on April 12, 2006 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Fire Department: Alan Metzler, at 206 575 -4474, if you have any questions concerning the attached comments. Planning Department: Carol Lumb, at 206 431 -3661, if you have any questions concerning the attached comments. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted 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, Jennifer Marshall Permit Technician Enclosures File: Permit D06 -129 P:Vennifer\Incomplete Letters \ 2006\D06 -129 Incomplete Ltr #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 Determination of Completeness Memo Date: April 13, 2006 Project Name: Denali Properties, Lot 6 Permit #: D06 -129 Plan Review: Men Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan 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 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp, not copied.) 1 The site plan does not show a footing or roof -drain discharge system. Provide additional plan details to identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department The intent is that groundwater will not accumulate in the basement or crawl space. 2 Show topographical lines on the site plan that identify ground slope conditions. 3 Show property legal description, address and parcel number on the site plan. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. DATE: APPLICANT: RE ADDRESS: April 21, 2006 Denali Properties, Lot 6 D06 -129 14424 48 PI S % FIRE DEPARTMENT COMMENTS 1. Provide fire hydrant location on site plan. 2. Provide a completed Certificate of Water Availability (provided). DATE: APPLICANT: RE: ADDRESS: April 13, 2006 Denali Properties, Lot 6 D06 -129 14424 48 PI S PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested information, Carol Lumb is the planner assigned to the file and can be reached at 206 -431 -3661. 3. The submittal is missing the geotech report required by the approval of L01 -046, see attached. 4. The fireplace appears to extend into the 5 foot side yard setback which is not permitted (site plan does not show the fireplace). April 14, 2006 Darren Ludwigsen PO Box 1845 Bellevue, WA 98009 RE: Letter of Incomplete Application # 1 Development Permit Application D06 -129 Denali Properties —14424 48 P1 S, Lot 6 Dear Mr. Phoutharath: This letter is to inform you that your application received at the City of Tukwila Permit Center on April 12, 2006 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) needs to be addressed: Buildinp Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached conunents. Planning Department: Carol Lumb, at 206 431 -3661, if you have any questions concerning the attached comments. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenxer service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Enclosures File: Permit D06 -129 P:Vennifer\lncomplete Letters\2006\D06 -129 Incomplete Ltr #I.DOC jem �. 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 Determination of Completeness Memo Date: April 13, 2006 Project Name: Denali Properties, Lot 6 Permit #: D06 -129 Plan Review: Men Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan 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 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 The site plan does not show a fooling or roof -drain discharge system. Provide additional plan details to identify a fooling drain or a crawl space water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department The intent is that groundwater will not accumulate in the basement or crawl space. 2 Show topographical lines on the site plan that identify ground slope conditions. 3 Show property legal description, address and parcel number on the site plan. Should there be questions concerning the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. DATE: APPLICANT: RE: ADDRESS: April 13, 2006 Denali Properties, Lot 6 D06 -129 14424 48 PI S PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested information, Carol Lumb is the planner assigned to the file and can be reached at 206 -431 -3661. 1. The submittal is missing the geotech report required by the approval of L01 -046, see attached. 2. The fireplace appears to extend into the 5 foot side yard setback which is not permitted (site plan does not show the fireplace). 07 -31 -2007 DARREN LUDWIGSEN PO BOX 1845 BELLEVUE WA 98009 RE: Permit No. D06 -129 14424 48 PL S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 09/22/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, M er Marshall, Permit Technician xc: Permit File No. D06 -129 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 09 -05 -2006 DARREN LUDWIGSEN PO BOX 1845 BELLEVUE WA 98009 RE: Permit Application No. D06 -129 14424 48 PL S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 04/12/2006, has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date. of application shall expire by limitation and become null and void. Your permit application expires on 10/09/2006. If you choose to pursue your project, a. written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 10/09/2006.. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event you do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, shall Pe'tthit Te cian N xc: Permit File No. 006 -129 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 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -129 DATE: 08 -23 -07 PROJECT NAME: DENALI PROPERTIES - LOT 6 SITE ADDRESS: 14424 48 PL S Original Plan Submittal Response to Correction Letter # X Revision # 2 After Permit Issued X Response to Incomplete Letter # 1 DEPARTM le i B gDI Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS R OUTING:' Please Route Documents/routing slip.doc 2-28-02 APPROVALS f)R CORRECTIONS: Fire Prevention Structural Incomplete Structural Review Required ��ptl b� Pl vision 6. Permit Coordinator x DUE DATE: 08 -28 -07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined Incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 09-2 -07 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -129 DATE: 08 -21 -07 PROJECT NAME: DENALI PROPERTIES, LOT 6 SITE ADDRESS: 14424 48 PL S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Building Division Public Wo ks Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -2B-02 PERMIT COORD COPY's PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions DATE: DATE: Planning Division No further Review Required Permit Coordinator n DUE DATE: 08-23-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 09-20-07 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -129 DATE: 07 -31 -07 PROJECT NAME: DENALI PROPERTIES, LOT 6 SITE ADDRESS: 14424 48 PL S Original Plan Submittal Response to Correction Letter # _Response to Incomplete Letter #_ X Revision # 2 After Permit Issued DEPA� nI,qq Bui ding Division Public Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thlars.) Comments: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 CI DATE: DATE: j tA vi Planning Planning Division Permit Coordinator ❑ DUE DATE: 08-02 -07 Complete ❑ Incomplete Not Applicable ❑ Permit Center Use Only f INCOMPLETE LETTER MAILED: ( LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping PW ❑ Staff Initials: No further Review Required DUE DATE: 08-30-07 Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -129 DATE: 07 -10 -07 PROJECT NAME: DENALI PROPERTIES, LOT 6 SITE ADDRESS: 14424 48 PL S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Building Division PERMIT COORD COPY " PLAN REVIEW /ROUTING SLIP Public Worksd14 RMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Ei Comments: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing siip.doc 2 -28-02 APPROVALS OR CORRECTIONS: Fire Prevention Structural Incomplete DATE: DATE: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 07 -12 -07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 08-09-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Z Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: —)1 _ Q 1 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW l2" Staff Initials: Lt 7E1 ACTIVITY NUMBER: D06 -129 DATE: 08 -07 -06 PROJECT NAME: DENALI PROPERTIES - LOT 6 SITE ADDRESS: 14424 48 PL S Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued DEPA Ildln Division AA) trIX4 ublic Wp rks Q3, DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTjNG: Please Route , u Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 , COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Approved with Conditions Planning Division ❑ Permit Coordinator ❑ DUE DATE: 08-08-06 Not Applicable ❑ No further Review Required DATE: DUE DATE: 09-5-06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -129 DATE: 07 -18 -06 PROJECT NAME: FOSTER HEIGHTS LOT 6 SITE ADDRESS: 14424 48 PL S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bu I tg Ivision Fire Prevention dPAA»'PJ Publi Works Structural '31' DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PLAN REVIEW /ROUTING SLIP PERMIT COORD COPY Ala Incomplete ❑ Planning Division Permit Coordinator DUE DATE: 07 -20-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2.2802 No further Review Required DATE: DUE DATE: 08-1 7-06 / Not Approved (attach comments) ❑V DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1 f3 1- 7---0(a Departments issued corrections: Bldg l Fire ❑ Ping ❑ PW [ Staff Initials:t ACTIVITY NUMBER: D06 -129 DATE: 05 -03 -06 PROJECT NAME: DENALI PROPERTIES, LOT 6 SITE ADDRESS: 14424 48 PL S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: el / 61 m- jjjj� UUGGVV�� �'��Y ,/f Nt"r y"¢,�G Bui Ing Division Fire Prevention Fire Prevention P bli & Works i & at, Structural DETERMINATI9N OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY' PLAN REVIEW /ROUTING SLIP Incomplete tt 1tt 54 Planning Division Permit Coordinator ❑ Not Applicable DUE DATE: 05-04-06 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DATE: DUE DATE: 06-01-06 Approved with Conditions El Not Approved (attach comments)d Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: la -l3 -o& Bldg Fire ❑ Ping ❑ PW [ Staff Initials: ACTIVITY NUMBER: D06 -129 DATE: 04 -12 -06 PROJECT NAME: DENALI PROPERTIES, LOT 6 SITE ADDRESS: 14424 48 PL S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEP Building Di emitti Public Works PLAN REVIEW /ROUTING SLIP "0 .,PERMIT COORD COPY Fire revention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing sl ip.doc 2 -28-02 Incomplete TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: DATE: DATE: eoi, dial fIo Planning Division (X� Permit Coordinator ❑ DUE DATE: 04-1 3-06 Not Applicable ❑ Permit Center Use Only 11 INCOMPLETE LETTER MAILED: 1 ��,)1.IL{,( A ,,,- OO LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping PW ❑ Staff Initials: No further Review Required DUE DATE: 05-11-06 Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 o lok- .lid 9 -o- -07 US— Summary of Revision: < ch me -k PU A'U° c, -tw,4 p ga h ia( Q Received by:„C‘11 A.ref„ REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS 2- oa 71 ho- < - 1,)- -o-7 Received by: cart Summary of Revision: t7t'(1 D) •r WI (V IAt.tt o weep teat_ //�� Received by: /'Y �fs?7lli REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: e� L PERMIT NO: r- SITE ADDRESS: 4-114 lets Pt, C. ORIGINAL ISSIIL DATE: M• 01.Q a REVISION LOG (please print) lease print) (please print) (please print) (please print) City of Tukwila Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5 C3-0 7 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ® Revision # 1- after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Denali, Lot 6 Project Address: 14424 48 P1 S Contact Person: S&57r AR/VF, ? Phone Number: 9es- Z4' / - -a l � Summary of Revision: Sheet Number(s): "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 p \applications\forms- appbcanons on line4evision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan Check/Permit Number: D06-129 Steven M. Mullet, Mayor Steve Lancaster, Director CITY OF TUKWILA NIR 23 211011 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 / 2 1 /07 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206431 -3665 Web site: htta: / /www.ci.tukwila.wa.us ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # ` after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: De n-> /' pe, Project Address: 14 /7 o24 - 9n S Contact Person: ifrat - letti �GtGZI.JZpCQm Plan Check/Permit Number: &26 - /29 CITY OF TUKWILq AUG 2 12007 PERMIT CENTER Phone Number: Summary of Revision: ,ftir eon?fntds Sheet Number(s): "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 bapplmanons\forms- applications on line revision submittal Created: 8 -13 -2004 Revised: City of Tukwila Department 0/ Community Development 6300 Soatheenter Boulevard, Suite #100 1ldcsri a, Washington 98188 Phone: 2064313670 Far 206431 -3665 Web site: Jutp: //ivww.citukwilaways • Revision subtle:air must be submitted in person at the Permit Center. Revisions will not be accepted through the inalx fax, etc • Date: 7-.?/-72 Plan Check /Permit Number. VV l(/' 1 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter b OiTV g Revision# 2- after Permit is Issued 'JUL 31 gui Revision requested by a City Building Inspector or Plans Examiner . I/ PERaur LEyrei, Project Name: VW MA VT Project Addreu: INN 1 4,1) Pi, Li • Contact Person: Seer i lrW F fs Phone Number: « /25 - 74' - 071_5 Summary of Revision: AV I1I oft of MOD UMW/tit-C CM- Sheet Number(s): ' CTortd" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on {epplerJam tsms+pphensms an Ii.*sv"mu submattel coma: 1-13-2004 Rued: Ifs I Steven AL Mullet, Mayor Steve Lancaster, Director Date: 7 /J0/ 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: htty: / /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. ❑ Response to Incomplete Letter # t _ Response to Correction Letter # Revision # _ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 11 /Q /J�(. /1.,C.� D�e.gy /B �j Project Address: 7� �l —' ` j . \) S Contact Person: Pneern L IN1/5 -0fl. Phone Number: Summary of Revision: o Sheet Number(s): revision "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: 14 Entered in Permits Plus on 1Y 11 \applica ions 'forms- applmanons on Iinelrevision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: J / 06 029 RCI7yr niiwim JUL 1 0 2007 P jMITcalk -R Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: b5 1 p'`llp Plan Check/PermitNumber: D06-129 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # ^ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Denali Properties — Lot 6 Project Address: 14424 — 48 Place S Contact Person: Darren Ludwigsen Phone Number: 42-r- 414 '12C1::, P;_ LG-ritV Summary of Revision: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.cttukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director envpp" FICA AUG 0 7 2006 Aisrc ER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revition Received at the City of Tukwila Permit Center by y Entered in Permits Plus on pi II 1. • lapplicationslforms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: I q ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # _ after Permit is Issued ❑ Revision requested by a City j Building Inspector or Plans Examiner Project Name: ? &t11 ►'1) a & � /-' t6 Project Address: Contact Person: Sum ' a of Revision: City of Tukwila Received at the City of Tukwila Permit Center by: IX Entered in Permits Plus on "7 - 00 ■applicationslfonns- applications on line\Tevnsion submittal Created: 8-13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431 -3665 Web site: httn: //www.cttukwila.wa.us Plan Check/Permit Number: 1)617 V 12. Steven M. Mullet, Mayor Steve Lancaster, Director UJD►�Jl Phone Number: 42c 1 RECEIVED luL t 8 2 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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: l 1 % 4, Plan Check/Permit Number: D06-129 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Denali Properties Project Address: 14424 48 PIS, Lot 6 Contact Person: Darren Ludwigsen Phone Number: Sikmmary of Revision: stliS f lr e_— g all Ci rs cs2 01/4 F- kvA)LM ti 4* Sri& Sheet Number(s): "Cloud" or highlight all areas of revision Including date of revision Received at the City of Tukwila Permit Center by: •,1 Entered in Permits Plus on ' applications \ orms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director Neon CITY OF TUKWI A MAY 0 3 2006 PERMIT CENTER 20021909000509 , , i Val. Vue Sewer District ::. :: i f fl#816 Military Rd., South 2002 0 209000 0 p 9 e l a LAS 21 00 1 i . 1 jar* i !, . „ i ,_ ( ./,,., 010' PARtY t i ICECgARATION OrEABEMENT FOR SIDE SEWER WHEREAS, THIS AOREEMENTiniade Iths 14' of NOvecriber, 2002, between OWNERS NAME: cis Financiel Seivioes. p.d.c ,Ovirperi of die'figilowing descnbed real property situated in King County, WashingtOh,.to-wit Block 4. Lott '6 , And 7. Adams Home Tracts Additiatifis per.Platiecttled inVolume11 ef Plats, ran 31. ReCorddisflrang County. WashinutoniBicceptifioNotth 120:fiefif Lot • • .• desirous of establishing a Side sewer easement for the Sent Of each of said properties WITNESSETB That for and in consideration of the mtituatcovenanis hereth expressed, . by the above party as follows . „ it is hereby Agreed Aindefiewer shalt* constnicted as follows 'Across We east yoftpf lots 5 and 6 to serve lots 4. 5. and 6 of City of Tukwila Short Plat inot$ sp7bifijall4 as See attached "Exhibit A" PAn akt . icrte s el . r o It./e . nay • yfr/ ee7' z — There 'shall be, And each pet)/ iloal grant unto the other, an easement for sewer for -nd the use of said propaiesaiid for We purpete Urctinstruchng, installing, reconstructing, replacing, repairing, maintaining ihritiperattig Aiewor pipeline and hues and all necessary connections and apputtenanceilhereto,: the'nglit ingress and egress therefrom for the impose of enjoying the iiiiscmcin,,ind alsoiranting to echpArty and to those acting under or for each party the use of such additionalzireAinviiedgitely adjacent to the above easement as shall be required for the cons:told* of pjpeluie or Tines in the easement, such additional area to be held to a nummuni fogihe purpose, and immediately after the completion of the construction and installation, oranyrsubseqnent entry the responsible party(s) shall restore the premises as net as inayhe to its condition immediately before such construction or entry 3 — The cost of construction of said sewer shall be borne by the Oniers,ottiiC,Iald y • •• • • • isage 2 ."." A e 4111 — The,cost of maintenance, repair or reconstruction of that portion of the sewer used in Aonimon shpIl be bonn in equal shares, except that the owners of any lower parcel shall not be responsible' for iholiart of the sewet.aboye their connection, and when necessary to repair, clean or reconstruct 1h6 sewer, the partie to this agreement shall have a nght of entry for that purpose 5II1Th aisqinimenteall bea ccgrenanfirning with the land and shall be binding upon all parties, their heiratandassieris (orifei IN wririEssivx.€904 Qc hert4tO:set our hands and seals the day and year first above wntten C C C C C reel • Dated this .6 day 4/, GRANTOR(S) "'" C F OM: BY •• STATE OP (AND) IT'S ....... L L C o ) Ss . o COUNT S ... 44 This is to Oertii oktius day of tY P , 2002, before me, the undersigned, a Notay Publid iii aniffoitheSbitiThf Washington, duly commissioned and sworn, personally came 'MVP 44 U0.-:4A 1406W ..... .; ;.:.. to me known to be parties who executed thowslun instriunitat, and acknowledged to me that (they, he, she) signed and sealed the same as (tlletrilua; her) fro4 andlioluntary act and deed for the uses and Inulmsesst;citimentioned i:...: t . .. .. .. .. . . ,. .. , . WITNESS 4 Wind wreak ciav and year in this certificate first aSaVa.wrktra :0 142 t i . • 0,... : • 141 ,7 1 4 . 19 , i t it i Notary Public iti,siact .foriho (. Washmgton, residing at Exhibit A / r : thq,EaAt 10.00 feet of the following described property .... Parcel C. Lot 7 in Block 4 of Adams Home Tracts Addibon, as per Plat recorded in Volume 11 Plats, Ppge 31, records of King County Auditor, E.XOEPI the.North12 thereof; All situate in . thatity„ofkukyola, County of King, State of Washington. Per title Report N64. 1Q058t99 issued by Transnation Title Insurance Company,, EXCEPT the South f5 00 of said dosOnbed property; ALSO EXCEPT the North 60;01 fejt/I:Said described property. i s . is .6` 4S. • C C C it C- C • o , ..../ ...:t F ,l' 1. Notice on Title – Onalte ?limped StointWainSgo System 2 . :.,.. 3 t5 - 4000) D ' .: ' "'..: .•:' : 1 / 1 7 1 ( — Reference Number(s) of DocumentS assigned Or releaSod: 1 . ....,./ :• •.' ..... ::. :: •:' .. 2. 3. • • • ' ,.. „. .., • s . z: :•:. Additional names on page of document ¥ Address : ..s..„,. 1 14424 place South, Tukwila, WA 98183 z , :: : • Grantor(s) Last nano first, then first name and middle initials) „I. papa Properties, Lit ... Grantee (s1,(iLast name Mt, then first name and middle initialsu) oa .. 1. 'Denait'Properties,1.1.0 ...: ;,.... '''.• elm n gene Slim se M uognoexe 2. . ,. . .-. JatiOld 01Se peuxuexe twee tou say 31 'Awe -, .• urimitepoustuone se spa purl taesosuoultuo3 • e :.: / .11 i; • '.... 44 Pia= an Oita SUM Skustalla pies Legal Descriptiori(abbreviaied: 0.1ot, tilook, plat Or section, township, range.) ADAMS HOME TRS LOT 0 OFTUKWILA SHORT KAT #L01-048 REC #20030327900001 SD SP DAP • LOT 6 TGW LOY LES6 N 124 ... ,. Additional legal is on page :..... ., of doonment. ::' ..: .....: Assessor's Property Tax Parcel !Account Number : ... 0040004513 .::...'" '.... • Assessor's Tax Number not yet assigned The AudItorlRecorder will rely on the Information provided on the form. The Staff will not read the document to verify the accuracy or cOrnpletenes of the !indexing intormation 7 provided herein. After Recording, please return to: / (Thu* I Denali mperties, LLC P.0:13ox 1845 WAS8009. Jil II 1111 00712 4002211 MMONGEALTH I N It 60 . NUMMI _GIF eez 12/14/2 15:47 KING COUNTY, WA g .. . * • rti 7 RECEIVED JAN 0 2 2008 TUKWILA PUBLIC WORKS II 1 .!. / • On-Site Pumped Storm Drainage System Notice on Title • %. This 'property . eontaina...:1 prigateTy owriecoperated and maintained pumped stonn drainage system . The owner ed;llie lotis reipojisible for all costs associated with all costs and actions requfred to keep the' plinked storm drainage system properly functioning. This notice shall runivitli the land and shaWnot be removed except upon specific written authorization by the City of 'Tukwila 0 atisucktime that a legal gravity connection to a public storm drain system iainade. I, Darren Ludwigsen, having been : dub; stvorp on oath, depose and declare that I am the owner of the property legally described as follows. ADAMS flOME IRS LOT 6 OF TVICW1i.A !SHORT ''PLAT #L01,044i REC #20630327900001 SD SP DAF - LOT 6 TGWItki LESS 14 120 FT LESS RDS With the address of 14424 48 Place South, Tukveila, Washington and /Taxiarcel $11600.013 16— • Ak Sleet, 41 14*KIAl.Y11/N LUNA . • SYMEOF WASHINGTON • NOTARY = • =PUEILC • „ ifir CoMMISSION EXPIRES os-osos • • t 4 J1i JJ . , Date Subscribed and Sworn befoiernethis,the 1 1 1 ? day of 17PrOANNY)PA f o Public in and r the tate of Washington Part A: (To Be Completed by Applicant) Purpose ertificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Propose e: Residential Single Family ❑ Residential Multi-Family ❑ Commercial ❑ Other Applicants Name: 10 /tZ.f Pr( 2 (Il e<5 Phone: 4- a-J 4 Z Z I uoto Prof ss or A rro imate L � 5' Tax Lot Number: / `f 00 q 0 C l 3 Legal Description(Attach Map and Legal Description if necessary): 9 7y/1 41 3 NO ME /tie_ P 1 1-6/ -° & Part B: (To Be Completed by Sewer Agency) 1. til a. Sewer Service will be provided by side sewer connection only to an existing 6 Q size sewer () feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and/or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. II a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ /OO o� a. District Connection Charges due prior to connection: co GFC: $ 95?7 r SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $4250.70 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) OIECEIVED b. Easements: ❑ Required ❑ May be Required COY OF TUKWIL c. Other: A 00 0 72006 PERMIT CENTER By '4.'N1,4d41's�� a,rt /_ s &I 4 � 14816 MU' y Road South P.O. Box h550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206 242 -1527 &12C:1-3 ADS' SS2q (o3(eo CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the abov sewer agency information is true. This certification shall be valid for one year from date of signature. /It Title CORREUION DI-TR# Date - 12`j The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency; third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I ac .. ledge that I have received the Certificate of Sewer Availability/NonAvailability and this Attachment, an lly nd- : he terms and conditions herein. Aipl��ature ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON- AVAILABILITY gh Da , owner Information ; . . ,, � �� , Agent/Contsat Persbn % -. Name: [ Name: b a 16 Address: pa E wog t t� G1gcj r V ^ Address: at* Phone: 4s' 4 74 _ i s Phone: e� n, r Part A: 7d be completed by applicant Site address (attach map and legal description showing hydrant location and size of main): 1441A 4 PL r-? , Log This certificate is for the purposes of: Residential Building Permit Commerdal /Industrial Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Rezone � ❑_ Other Estimated number of service connections and water meter size(s): 1 `- ' �0r \\ 14" `,E, S, Vehicular distance from nearest hydrant to� l the closest point of structure is SO ft. ss Area I ed by (Water Utility District):`/v b)siti Ger V-s CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206433 -0179 Planning Division: 206 -431 -3670 p B: 'To be completed:by~:watec tittlity:tltstrict :: `,.:s 1. The proposed project is within L (- et 2. 1J-t' Improvements required. /V 4 CERTIFICATE OF WATER AVAILABILITY Required only If outside City of Tukwila water district PERMIT NO.: D , 12 A 4J27 )2 D to (City /County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of t i e " at 20 psi residual for a duration of 2 hours at a velocity of /Or Z fps as documented by the attached calculations. 5. Water availability: IlE1/1 service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above Information is true and correct. {C,G' -p, tukri c- pew ¶.-ctt Agency one By j©G-Z ((z —95-447 RECEIVED CITY of Tt1KWILA lappllcations \water availability (7 -2003) MAY 0 3 2006 IN C O M P L E T E Printed: 9-18-03 PERMIT CENTER LT R # ttXp IZG- gpm 9 -zd' - °6 Date e{- tf� z47 -67 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center/Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206-431-3670 STATE OF WASHINGTON) ) COUNTY OF KING ) c\ 6.■e , states as follows: [please print] - 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. IS and will therefore not be performed by a registered contractor. AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION ss. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. lapplications\8 -2004 affidavit to lieu of contractor registration PERMITNO.: DDCO" 121 APPLICANT Signed and sworn to before me this 84 day of •?p*/n 260 a. A NOTARY PUBLIC in and fo a State of Washington, Residing at 1 6 17 County. Name as commissioned: Alice A .eac y My commission expires: 6- /6 -oS 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation Incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. My construction, alteration, Improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile/manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. My person who only fumished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 10. My work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications43 affidavit in lieu of contractor registration contracts of amounts less than $500.00 , for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor, 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor; 12. M owner who contracts for a project with a registered owner; My person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any . person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. My person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 17. Contractors on . highway projects who have been prequalified. as required by chapter 13 of the Laws of 1961; ROW 47.28:070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. x x x x x x x x x x