Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D07-055 - O SUSHI RESTAURANT - REMODEL
O SUSHI RESTAURANT 15901 WEST VALLEY HWY EXPIRED 12 -16 -08 D07 -055 Parcel No.: 0005800030 Address: 15901 WEST VALLEY HY TUKW Suite No: City+f Tukwila Tenant: Name: 0 SUSHI RESTAURANT Address: 15901 WEST VALLEY HY , TUKWILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: PHOENIX HOTELS & HOSPITLTY Address: 15901 W VALLEY HWY , TUKWILA WA 98188 Phone: Contact Person: Name: HI NAM Address: 29605 MILITARY RD S , FEDERAL WAY WA 98003 Phone: 253 219 -5943 Contractor: Name: CIRCLE SPACE CONSTRUCTION Address: 1912 SW 364 PL , FEDERAL WAY WA 98023 Phone: 206 -697 -7604 Contractor License No: CIRCLSC930DF doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 - 055 Issue Date: 09/04/2007 Permit Expires On: 08/04/2008 Expiration Date: 03/06/2009 DESCRIPTION OF WORK: REMODEL EXISTING DINING AREA TO SERVE NEW RESTAURANT. NO CHANGE OCCURING TO EXISTING KITCHEN, RESTROOM, OR STRUCTURE. Public Works activities include SANITARY SEWER AND GREASE INTERCEPTOR INSTALLATION. Revision #1 CALLS FOR INSTALLTION OF A SAN SEWER LIFT STA WITH CLASS 1 DIVISION 1 NONINCENTTVE (EXPLOSION PROOF) PUMP AND CONTROLS. Value of Construction: $70,000.00 Fees Collected: $3,438.11 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: VA Occupancy per IBC: 0004 D07 -055 Printed: 04 -28 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied at , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or t performance of wojk. I am authorized to sign and obtain this development permit. Signature: Print Name: City 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 Y DIU i Private: Profit: N Private: Permit Number: D07 -055 Issue Date: 09/04/2007 Permit Expires On: 08/04/2008 Date: Public: Non - Profit: N Public: Date: 4 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC-10/06 D07 -055 Printed: 04 -28 -2008 Parcel No.: 0005800030 Address: 15901 WEST VALLEY HY TUKW Suite No: City Tukwila Tenant: Name: 0 SUSHI RESTAURANT Address: 15901 WEST VALLEY HY , TUKWILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: PHOENIX HOTELS & HOSPITLTY Address: 15901 W VALLEY HWY , TUKWILA WA 98188 Phone: Contact Person: Name: KI NAM Address: 29605 MILITARY RD S , FEDERAL WAY WA 98003 Phone: 253 219 -5943 Contractor: Name: CIRCLE SPACE CONSTRUCTION Address: 1912 SW 364 PL , FEDERAL WAY WA 98023 Phone: 206 -697 -7604 Contractor License No: CIRCLSC930DF doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 - 055 Issue Date: 09/04/2007 Permit Expires On: 03/02/2008 Expiration Date: 03/06/2009 DESCRIPTION OF WORK: REMODEL EXISTING DINING AREA TO SERVE NEW RESTAURANT. NO CHANGE OCCURING TO EXISTING KITCHEN, RESTROOM, OR STRUCTURE. Public Works activities include sanitary sewer /grease interceptor installation. Value of Construction: $70,000.00 Fees Collected: $3,191.61 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: VA Occupancy per IBC: 0004 D07 -055 Printed: 09 -04 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Permit Center Authorized Signature: Signature: doc: IBC -10/06 City o,Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http.• / /www.ci.tukwila.wa.us N N Y Water Main Extension: Water Meter: N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Print Name: — C4fa a Permit Number: D07 -055 Issue Date: 09/04/2007 Permit Expires On: 03/02/2008 Date: '- 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 construction or t12e performance of wor) . I am to sign and obtain this development permit. fri Date: q 4 7 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. D07 -055 Printed: 09 -04 -2007 Parcel No.: 0005800030 Address: Suite No: Tenant: 0 SUSHI RESTAURANT 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15901 WEST VALLEY HY TUICW PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -055 ISSUED 02/20/2007 09/04/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 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. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 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: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. doc: Cond -10/06 D07 -055 Printed: 04 -28 -2008 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: ** *FIRE DEPARTMENT CONDITIONS * ** r t sf 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 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 21: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 22: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 nun) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 23: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 24: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 25: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 26: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 27: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress doc: Cond -10/06 D07 -055 Printed: 04 -28 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 30: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 31: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 32: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 33: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 34: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 35: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 36: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 37: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 38: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. doc: Cond -10/06 D07 -055 Printed: 04 -28 -2008 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us * *continued on next page ** 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 45: ** *PUBLIC WORKS DEPARTMENT COMMONS*** 46: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 47: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 48: Any material spilled onto any street shall be cleaned up immediately. 49: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 50: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 51: 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. 52: 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. 53: ALL ELECTRICAL WORK FOR THE SEWER LIFT STATION SHALL BE INSPECTED AND APPROVED UNDER A SEPARATE ELECTRICAL PERMIT ISSUED BY THE CITY OF TUKVVILA BUILDING DEPARTMENT, PHONE (206) 431 -3670. 54: IF SEWER LIFT STATION IS PLACED UNDER ASPHALT PARKING AREA AND SINCE THE SEWER LIFT STATION IS NON - TRAFFIC RATED APPLICANT SHALL PROVIDE A PERMANENT PAVEMENT MARKING PROHIBITING PARKING OR TRAFFIC MOVEMENT WITHIN PERMMI mut OF LIFT STATION VAULT. DEPENDING ON PARKING STALL SRIPING IN RELATIONSHIP TO PLACEMENT OF LIFT STATION VAULT ONE OR TWO PARKING STALLS MIGHT BE LOST. D07 -055 Printed: 04 -28 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: alix , Moo AI J Print Name: doc: Cond -10/06 D07 -055 Date: 4 - Ge -O ordinances governing or local laws regulating Printed: 04 -28 -2008 Parcel No.: 0005800030 Address: Suite No: Tenant: 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 15901 WEST VALLEY HY TUIKW 0 SUSHI RESTAURANT 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -055 ISSUED 02/20/2007 09/04/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 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. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 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: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. doc: Cond -10/06 007 -055 Printed: 09 -04 -2007 18: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 21: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 22: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 23: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 24: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 25: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4-4) 26: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 27: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IF'C 1008.1.9) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress doc: Cond -10/06 D07 -055 Printed: 09 -04 -2007 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 30: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 31: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 32: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 33: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 34: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 35: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 36: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 37: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 38: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA T0) 41: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. D07 -055 Printed: 09 -04 -2007 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 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 45: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 46: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 47: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 48: Any material spilled onto any street shall be cleaned up immediately. 49: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 50: From October 1 through April30, cover any slopes and stockpiles that are 3H: 1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 51: 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. 52: 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. doc: Cond -10/06 * *continued on next page ** D07 -055 Printed: 09 -04 -2007 City of Tukwila Signature: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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. a Print Name: £ doc: Cond -10/06 Date: q ' -0 7 D07 -055 Printed: 09 -04 -2007 Ki NAM Mailing Address: .91 6d5 %Lt k 12..( ', , E-Mail Address: lc; I3A M A 4e-4g T G>o Name: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E-Mail Address: Contractor Registration Number: Company Name: Mailing Address: Contact Person: E-Mail Address: CITY OF TUKWIL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www. ci. tukwila. wa. us A /7o- G c( h off' F4:1► 124 g. GA Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number. QMpplicaaons Forms- Applicatims On Line 3 -2006 - Permit Applicat;m.doc Revised: 9-2006 bh CDW+ Building Permit No. j7 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For o use only) 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 ** King Co Assessor's Tax No.: D OON 0000 3 D 00— Site Address: 701 W Va((ty Uct f T�tl ►�a G►� 1Q,��$ Suite Number: Tenant Name: e J46 Rt. k- Gee/ Property Owners Name: K OV jt,/c ckt O Mailing Address: Igo 4 a9-O 6 gfil 5- V" 544 G sift rt6GJm City New Tenant: Floor: I L1 Yes ❑..No State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: 253 — 2j 9r Y1' ?3 City U State Zip Fax Number: S — ( 1 ( 66 State Zip City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record City State Zip Day Telephone: 3 r )- 1 9 4 1 4 '3 i 4(4AKGq i 4e e )� . ( k+ Fax Number. 2-5 - g" - 20'5 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record State Zip Page 1 of 6 BUILDING PERMIT INFORMATION - 206-431-3670 Valuation of Project (contractor's bid price): $ j v Existing Building Valuation: $ 3 v 0 10 0 0 Scope of Work (please provide detailed information): T Of4a ,AI._ -6 cavli nth, r k► - fie Cbcn Oc'-- try ow ia-tr - .14444 Will there be new rack storage? ❑ Yes td.. No If yes, a separate permit and plan submittal will be required. Provide MI Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes � ] No If `yes", explain: FIRE )OTECTION/fIAZARDOUS MATERIALS: Sprinklers ❑ 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 II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department Q:Wpplications\Fornu- Applications On Linel3 -2006 - Permit Application.doc Revised: 9-2006 bit Page 2 of 6 Existing Interior Remodel Addition to Existing Structure a New Type of Construction per IBC Type of Occupancy per IBC 1 Floor n / 0 U [ 7 7�' Cr c3�T�4 9F Y 49 o [ ` 'fri i° V4 � A l-- 2 Floor J J 3 Floor Fl oors thru Basement Accessory Structures Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206-431-3670 Valuation of Project (contractor's bid price): $ j v Existing Building Valuation: $ 3 v 0 10 0 0 Scope of Work (please provide detailed information): T Of4a ,AI._ -6 cavli nth, r k► - fie Cbcn Oc'-- try ow ia-tr - .14444 Will there be new rack storage? ❑ Yes td.. No If yes, a separate permit and plan submittal will be required. Provide MI Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes � ] No If `yes", explain: FIRE )OTECTION/fIAZARDOUS MATERIALS: Sprinklers ❑ 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 II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department Q:Wpplications\Fornu- Applications On Linel3 -2006 - Permit Application.doc Revised: 9-2006 bit Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 - 433-0179 Scope of Work (please provide detailed information): ,'M-fec 14.41 40000 otiatal sd .' a ' OCd, s 4rei f 1 Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Please refer to Public Works Bulletin #1 for fees and estimate sheet. DO Water District ...Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided ❑.. ValVue 0—Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) 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 ❑ ...Total Fill cubic yards cubic yards {...Sanitary Side Sewer ❑ . ❑ ...Cap or Remove Utilities ❑ . ❑ ...Frontage Improvements ❑ . ❑ ...Traffic Control ❑ . ❑ ...Backflow Prevention - Fire Protection Irrigation " Domestic Water ❑ ...Permanent Water Meter Size... " ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public _ Q: Applications F ms- Application On Linel3 -2006 - Permit Application.doc Revised: 9-2006 bb Call before you Dig: 1-800-424-5555 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ .. Highline ❑ .. Renton WO # WO # WO # Private _ Private _ ❑ .. Geotechnical Report ❑ .. Maintenance Agreements) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrants) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip Page 3 of 6 Signature: PERMIT APPLICATION NOTES -- Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Print Name: Mailing Address: 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 OWNER OR AUTHORIZED AGENT: Date Application Accepted: Hita -r o2-1770 Q:1Applications\Fonns- Applications On Line\ -2006. Petmit Application -doe Revised: 9-2006 bit Date: /�` Day Telephone: 9 i 643 piil,„.(e tit �a is- (4,L Qg vo3 O State Zip City Date Application Expires: 0517,0 ( Staff Initials: Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -01359 Initials: JEM User ID: 1165 Payee: Inn: Rwr .int -06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us 0005800030 15901 WEST VALLEY HY TUKW 0 SUSHI RESTAURANT 0 SUSHI RESTAURANT TRANSACTION LIST: Type Method Descriptio Payment Cash ACCOUNT ITEM LIST: Description Account Code PW ADDL PERMIT /INSP FEE 000/342.400 RECEIPT Amount 246.50 Current Pmts 246.50 Total: $246.50 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $246.50 D07 -055 ISSUED 02/20/2007 09/04/2007 Payment Date: 04/28/2008 10:46 AM Balance: $0.00 1668 04/28 Till TOTAL 246.50 Printprt. 114- 7R -70fR Parcel No.: 0005800030 Permit Number: D07 -055 Address: 15901 WEST VALLEY HY TUKW Status: APPROVED Suite No: Applied Date: 02/20/2007 Applicant: 0 SUSHI RESTAURANT Issue Date: Receipt No.: R07 -01870 Initials: WER Payment Date: 09/04/2007 11:23 AM User ID: 1655 Balance: $0.00 Payee: 0 SUSHI RESTAURANT TRANSACTION LIST: Type Method Description Payment Check 1054 2,560.08 ACCOUNT ITEM LIST: Description BUILDING - NONRES BUILDING INVESTIGATION PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 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 • RECEIPT Amount Account Code Current Pmts 000/322.100 000/322.800 000/322.100 000/342.400 000/345.830 000/386.904 Payment Amount: $2,560.08 971.58 348.00 250.00 493.00 493.00 4.50 Total: $2,560.08 n- 09/04 9 710 TOTAL 2560.0:8 doc: Receiot -06 Printed: 09 -04 -2007 Receipt No.: R07 -00252 Initials: JEM User ID: 1165 Payee: KI Y. NAM ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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 RECEIPT Parcel No.: 0005800030 Permit Number: D 07 -055 Address: 15901 WEST VALLEY HY TUICW Status: PENDING Suite No: Applied Date: 02/20/2007 Applicant: CHOON BOK LEE Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 1153 631.53 Account Code Current Pmts 000/345.830 631.53 Total: $631.53 Payment Amount: $631.53 Payment Date: 02/20/2007 12:44 PM Balance: $976.08 3: 02 1 71 TO Pi doc: Receiot -06 Printed: 02 -20 -2007 COMMENTS: ei a PL-7TM 1 - )( Type of Inspection: r//1/ ( Address: /55 0 / 4i- m fke Date Called: M c -.4 i i_A , 3 r■ J 1 ik C e_c_ jAA k Pt Al( c)ri,er ou 114 ! I 4 Phone No: 2-5 /) ,, Al C N /ki 4 z317 4:/--,- vIA CA`I 1 / li Proje,,ct: 0 S A t'5 7 1 Type of Inspection: r//1/ ( Address: /55 0 / 4i- m fke Date Called: Special Instructions: z.,.., Date Wanted: p.m. Requester: Phone No: 2-5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Elf Approved per applicable codes. El Corrections required prior to approval. Inspect r: !Date: 6 El $60.00 REINSPECTION FEE IEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: ' COMMENTS: St V(1 lei( A4,11--v, C0 cc, 10 "' 7 — vw'LJ AA E 149 .r .l — t, A-ve A- ra1/4. o Address: 151 o ( ! d > ►`)C 1)A (� Y, 6 fQ-.4 U 1 i T S �' A.l , F.) (� t e (. S � ki /SIC_ cJ % J ^I W' ji✓9 I `e A (J,t A _,4zc (PJ',! 'Of r /1-,/ .e - /'I -, `SC (1 4' If -- () " T) b t( d) 0- , 1 6F e i ° )ek &.i . 3 r " 4 r k4x t Af€1 A!G(efJ /L 0 afie AcC�s e !fie 0!1 £ fT - :it , u16" v s - .4 Project: 0 C U J ! t J � Type of h1 / A A l Jr -t . Address: 151 o ( ! d / tee Date Called: Special Instructions: Date Wanted: / (0' / - 7 - V8 p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ( 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. I lnsPectc r rfru 'Date: LW I -, 7 Corrections required prior to approval. ( - 7 - off' U $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: PL. 1.4.,N- . S({ "a- _<_feijf r / 'JJ-H - , - -4- 4r1 -max , 1. i � 'e.. T / ‘lt J ft/ Aijr'..; 4�n / AL/ P_- /,- k 3 /U --_ y S` it r ff.,), ( (A(C- j sa v/ J I ,N4 A7 1 e Q_J. IA, p f e. - L& ( PCI) hQ P A--1 c A S) ,, A C ------ C.P- 0,r D_ -,11 1 r N-(P51;),b(C S A I ■ > Project: e o ection: Type Inspection: of / Address: // // / / /;],—C Date Called: Special Instructions: I Qesok iett r Date W3nted: Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. orrections required prior to approval. Inspec 'Date: 6 - 07: or $60.00 REINSPECTION FEE REQUIR Prior to inspection, fee must be 0. Call to schedule reinspection. paid at 6300 Southcenter Blvd., Suite 'Receipt No.: 'Date: i 1 Project: 0 5,) 5 I A_ • Type of Inspection: (9 /42-: A 'Address: /5 I I-) u4 gtv Date Called: j / Special Instructions: Oat Wanted: — 23 — ' P.m. Requester: Phone No: INSPECTI NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 0S5 PERMIT NO. 1 (206)431-3670 0 Corrections required prior to approval. COMMENTS: p Inspecto („tiik.4 Date:5— .;2_ _ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: D S) sl - Type of Inspection: r,J41( sd '4-'77 , v 4 Address: rs /OI w uAl(P -ti Date Called: Special Instructions: / Date Wanted ' Si. ` m. Requester: Phone No: 06' O Ss INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 'CL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 L1 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspectors 'Date: - f $58.00 REINSPECTION FEE REQU RED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: 1 7) Type of Inspection: [ Address: /Sip i 14.) UA-ffeLi Called: Special Instructions: Da Wanted: .5 .. _ z..3 —ak ,, a m Requester: Phone No: INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION k 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: K6 A pe InspectorC r ate: a3--oy El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Prot it: _ S� s & Ta Li (A o nsp ction: o . .� Address: trio' tJ Wi e i Date Called: / Special Instructions: /(56 Dat Wanted: a.m. R equester: Phone No: �i 7r S3 — 3J I — Z Fi INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 O Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0` A I4' S r InspectoC Date: S i j o 0 $58.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Dog -013 PERMIT NO. Prceict: k,c,k . s-b, 11,v s4 mit .....k Type of Inspection: 1 .-- 0 A 4 \.... Address: ) 5q o , 1-.)- Utla,u Date Called: Special Instructions: Date Wanted: i cam_ p.m. Requester: Phone No: 2:53 --) ' i41 Retain a copy with permit Do7 INSPECTION RECORD PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3 7 Inspect : IDate: El $58.00 REINSPECTION E REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Ig[Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'Receipt No.: 'Date: Project: 0 IP � • Type of Inspection: ' DateCalled: Address 15 � 1 0� W �V b /(V Special Instructions: DatelWanted: I ` � a.m. p.m. Reque er Phone o: a c 1 4°) to7t INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. COMMENTS: 4/1 (,1(2,10 I'tA.w.P ) of‘ ( G (40,toy 6.� IDae: ; ((� GS/ l' EJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Inspector: 'Receipt No.: 'Date: (c7 - 0 5 5 Corrections required prior to approval. Pr "ect: Type of Inspection: A dress: 5 /o 1 U U. 1/al (e 1-17, Date Called: r ^ O itog #, CX 1 Special Instructions: D to Wanted: � i � /a.rrr'. 1 Requeste r. � � vl -1 Phone 3 _ 4-D "- ^ l g P INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4// r/O 0 at/2.-y Of (r Inspector: Date: 6 Amoy $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: 4 c/ -2--1- ( 714,,s(2 1 7 • ' scJ 64 di (,_ ct4 ft3 0-, t-9—i--i — y c ' 0 r OL(312 0 C . Special Instructions: Date Wanted: v y a.m. p.m. Requester: Phone No: . Project, 0 scuckc Type of Inspection: 6i/ 3 Address: Date Called: (0 5-4/ Special Instructions: Date Wanted: v y a.m. p.m. Requester: Phone No: isv. 5`) INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION El Approved per applicable codes. Inspector: Corrections required prior to approval. c4,) Date: 51 Li/ .y $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: J , Ers• _ -•••• - t. • COMMENTS: e�.l L 0/1)1/ „t Pe / 6A-5 A T /t _e.t-./ .. Address: igol — Date Called;.. 20 o g 7 z ti frt IM ,Jr V _�. 72) Special Instructions: 190% ) k { Date Wanted_ 2V � J 1 o ( lJ� 0 . 4,, /_ ,iz c S c(-.t 1�� Requester: J ' fri 1 0 - 7U SO p 1 r 6 -' �+ Z - Xl/ Ph No: ne 57 � t. mi l) ! PS /V4)0 /fitNi(47 4.7' I)6 t. if,t, i . R 37 1 �, °\ U 1C ALL 1 S, s 5 //L7Arn ALf »v 6c7L dXC /A) Ivii,) 4 la c7 t toftf A, ( 4(/ /j/'- Ati 1‘i1 /0,-4 t /A'car 14 1 U6' c4._ p - /26"m;‘, /26"m;‘, trti6 kvoxi( P 'ect . V e�.l L Type • Inspection: 'l.j�' �. .. Address: igol — Date Called;.. 20 o g Special Instructions: 190% ) k { Date Wanted_ 2V � J �� p.m. Requester: J ' fri 1 0 - Ph No: ne 57 � t. mi l) ! PS INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per appl icab codes. INSPECTION RECORD i \ss Retain a copy with permit ti PERMIT NO. Corrections required prior to approval. Inspector: Date: /ii/ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: 0c5 K , Type of Inspection: Er1-1 EV-- (I- /ger- A■taL.-- Address: /510 / W f%a,or /4 Suite #: Contact Person: i, �' Special Instructions: Phone No.: 1,5- 3M{- 't21/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: ' Occupancy Type: INSPECTION NUMBER i Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 PERMIT NUMBERS 188 206 - 575 -4407 I 1 Corrections required prior to approval. COMMENTS: Lr Inspector: 0 O a t , / 5 i2 - /rt Date: 2 / l00 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: 9 , ( Sprinklers: Type of Inspection: Address: /51p/ Suite #: W. Ur( 4 Co tact Person: Special Instructions: - Occupancy Type: Phone No.: 253 - 32/ -Z2-.7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: - Occupancy Type: I INSPECTION NUMBER 444 Andover Park East Tukwila, Wa. 98188 206- 575 -4407 n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS Corrections required prior to approval. COMMENTS: Da) ,V2r 14-S5 ONLY ,9-v& 0 5 {ffrcl, - N'v `7'r 4--V /, o Fr /cL Inspector: /,t,L /5 . Date: 2/0 / o Hrs.: $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 T.F.D. Form F.P. 113 Project: 0 Svsi- , Sprinklers: Type of Inspection: Address: 155 o I W. UA Suite #: 144 Contact Person: Special Instructions: Occupancy Type: Phone No.: 2s> - ?) 1-- 2 Za, - ?- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 PERMIT NUMBERS 206 - 575 -4407 Corrections required prior to approval. COMMENTS: 77/A � /n7 P,q ss Lector: Date: ! / 3-i l o g Hrs.. • / 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: G1Z11-(, 0 (2X 7o (c iE7L 4Q1) r) , io IA-LS - FA/Alt U/4 /-=vrL- Sr /!) f IVAL( -‹ . Contact Person: Special Instructions: Z AV ) rze '>i hg. kC- f ) I).-ti I._ s 0L ( I - ' 1 1 0 Occupancy Type: 6 N4ir, S --,fit I b-ri (> 7 4r y - aZ 2- - G2 fitg n Kn/4-1-- -- e3 /L- 0 j/d IA/IL LL-x_- riVill_ - oL- (oi - C- 29.0 Project: Q Su5 // 4 G1Z11-(, Type of Inspection: ilovo/puer - f — � Address: /”6, Suite #: tom/. V. Hy Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: di Q,E.a/ yr f Sprinklers: y - Fire Alarm: //J , . Hood -8L Duct: y Monitor: 4 ca ,t#« e cwa.-n -- Pre -Fire: /t/t-r- ,s ///p,o r Permits: 1 Occupancy Type: Inspector: —64 per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Date: 03/06 `Uo-4 - oC- 08- F- o /`f - 0 'e7 - 5 - oo h PERMIT NUMBERS 444 enrinvar Park Fast_ Tukwila Wa. 98188 206- 575 -4407 ri Corrections required prior to approval. rs.. _ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from � , - th City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 COMMENTS: iiqc 5 +0Iv -t Type of Inspection: .,ec. %, )L1 r-t., /cv,.. --- Address: ! 5'90 I Suite #: L) Tbc e►�1,' , 70 pocl1ct I.-1. +h �, ,- i9rLrc,_. t 4t vc- ��r -,k I-r., , r cr_"t/-9-�ca & � /4S v, .Sri,4iI V GJ41i y,,�? -i-rn. fez. IV FF�9 ! 3 2bJ7 c-' / —z j'. G . 7, 2 ,Ye .c....1 g . a . 7 --- S ;ciL Iv4J1 S ci c1, -- J 0 1'14 4o Cis vrv) _ Rcc = 130,r Aare, G-lAck 04e. e.SSc AA e' -)o c )-t-1--� 2 w, /vv. 1. Project: p i 5,4 5 h f • iiqc 5 +0Iv -t Type of Inspection: .,ec. %, )L1 r-t., /cv,.. --- Address: ! 5'90 I Suite #: we vuu. y /41. Contact Person: ti 5 5 Special Instructions: Occupancy Type: Phone No.: zs3 i — „' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Ov7 - 6S5 07 5 - 2 V PERMIT NUMBERS 206 - 575 -4407 I A 1 �rrections required prior to approval. Inspector:w S "/ Date: /21/ 7'a 7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: Sc -5).. t 6 Z L Type of Inspection: SG'f, okl cepv Q& Address: 15 6 f Suite #: j, 41/L7 Contact Person: 041-C_ Special Instructions: Pre -Fire: Phone No.: 06 - s7r- o 3 I Needs Shift Inspection: 1 Sprinklers: Fire Alarm: Hood & Duct: f' Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 0- 1)07 - o 5 PERMIT NUMBERS `6Qrrections required prior to approval. COMMENTS: ill-eod 0,u ARA-. Inspector: Date: n Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 ARCH/TEC 6/11/08 Building Department Plan Examiner Permit #007 -166 Project: o sushi Project Address: 15901 west valley Tukwila WA Re: responding to the letter dated #007- 166/P55 Dear Inspector I revised plans per requirements based upon the final inspection note 1. I provide an emergency lighting plank 2. I provide recounted occupant load 3. I provide specifications for units. 4. I provide type I hood weight , spec. 5. I provide a structure engineer's inspection letter. 6. I provide accessible means of egress plan RECEIVED CITY OF TUKWILA JUN 112008 PERMIT CENTER 29605 Military' Road South FEDERAL WAY WA 98003 TEL:253 -219 -5943 FAX:253-946-2855 L BULL eXkli � �k ICS DEC 17 2008 M ge uP Y' I SS vect REVISION N0,? T;01- Jun 1U ut3 u/:itp VAN N I Terry A. Nettles, P.E Consulting Engineer structural & residential engineering - 10 June 2008 REVIEWED FOR C ©DE LI Q,N�~E 1 PPROVE CpMP JUN 1 9 2008 Ci ►! Of Tukwila BUILDING_ DIVISION Subject: Engineer's Review of Grill Hood and Ventilator Loads on Roof Framing City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Attn: Building Inspector RE: 0 Sushi Restaurant, 15901 West Valley Hwy. Inspection Record # 007 -166 / n.ss This letter is to record that I, Terry A. Nettles, P.E. have performed structural engineering for the tenant improvements to the existing restaurant space within this hotel complex. The restaurant has been converted to a Japanese style steak house and therefore requires a number of ceiling suspended grill hoods and roof top ventilator fans. These new devices have been attached to the existing roof framing with no changes to the framing. I have reviewed the existing framing in light of the added loads and methods of attachment and have found that in worst case load conditions, the rafter and beam stresses are acceptable and the attachments are adequate. The new loads only increase the maximum design loads by 4.5% from the pre-improvement condition. In summary, I have determined that the roof system is adequately framed as constructed. It is my professional opinion that all of the new construction will be adequately supported to satisfy the maximum load condition for the 2006 edition of the IBC and an occupancy permit should be provided. DEC 1 I ZOOS *Vet' jssue RECEIVED CITY OF TUKW ILA JUN 112008 PERMIT CENTER 7777 92nd Street NW Gig Harbor, WA 98332 F. �+- t` wry •-+� REVISIO a ct , ;(4- e" Occ r• ' VOICE (253) 858 - 7777 FAX (253) 858 -7777 FE Cents fu ga entdatars Belt Drive Upblast Centrifugal Raa f & Walt Ventil to Belt -drive upblastventilators are designed for roof orwall mounted exhaust for commercial or industrial buildings. Agency Listings • All ventilators are UL Standard 705 listed • All ventilators are UL Standard 762 (Subject YZFW) listed when sold complete with motor and variable pitch drive • Complies with NFPA96 application requirements • All motor and drive packages comply with the minimum efficiency levels of EPAct '92. Affected motors bear the seal • Ventilators are CSA listed according to Standard C222 No. 113-M1984 (fans &Ventilators) Features and Specifications • Upblast discharge design • Spun aluminum construction with steel support braces • Weather resistant aluminum windband, motor endosure, and cover • Ball bearing motors and variable pitch drives are packed separately when ordered with ventilators • Backward inclined aluminum fan wheel • Externally cooled motor compartment • Inlet temperatures up to 300"F • Models 5BOU10- 5BDU24 only, are wall mount capable • Models 5BDU13- 5BDU36 available in hazardous location configuration • Permanently lubricated ball bearings • Regreaseable, pillow -block bearings factory installed on models 5BDU30 5BDU10 5BDU12 5BDU13 5BDU15 5BDU16 5BDU18 5BDU20 5BDU24 33 10-112 12 -1/4 13.1)2 15 16.1(2 18 -1/4 20 24-1/2 0 112 718 1(2 7/8 5/8 7/8 5/8 7/8 5/8 7/8 5/8 7/8 7/8 7/8 7/8 7/8 1 1 1 -3116 1 -3116 19 23.718 22 26-1/2 22 27 -7/8 26 29 -7/8 26 31 -3/4 30 34 30 36-1 /2 34 42 -3/8 42 49-112 46 58-1(6 16-718 17 -3/4 18-1/2 19 -3 /8 20-1 /6 21 -1/8 22 24-1/2 27 -1/2 31 -118 23-318 24-1/4 24-5)8 27 -3/8 27 -3/4 29 -7/8 30-1/4 33 38 -3/4 42 -7/8 10 1/6 AB - 10-15 1/4 BB - 12 -24 1/3 CB - 13 -30 1/2 DB DX DL DM 15-36 3(4 EB EX EL EM 0.063 0.063 0.063 0.063 0.063 0.063 0.08 0.08 0.125 0.125 0.05 0.063 0.063 0.08 0.063 0.08 0.063 0.063 0.08 0.09 MOTOR SELECTION GUIDE and 5BDU36 o • Motor and wheel are t=ag'rly d b'IeGvitho /emoving ventilator from curb • Junction box mounted in motor con4lamerit • Uni -Mount motor structure • A continuous venturi to windband weld virtually eliminates grease I • Fully rolled windband bead for added strength, stability and ease of transport • Welded curb cap corners eliminate water entry into ducts or buildir Accessories (available separately) • For more information, see Power Roof Ventilator Accessories • NEMA 1, NEMA 3R and NEMA 4 disconnect switches.) • Fixed and adjustable ventilated mounting curbs. • Grease collector box. • Hinge kit. • Bird screen to protect discharge and ensure safe, obstruction -free operation. • Backdraft dampers. WARNING: Do not use a damper in any kitchen exhaust applicc • Non kitchen applications may use a non ventilated curb. • 13" diameter and larger are available in explosion -proof constructer hazardous location motors (only available in 112 HP motors and Ian 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.063 0.063 0.05 .05 0.04 0.05 0.05 0.04 0.05 0.05 0.04 0.04 66 76 91 120 121 151 153 180 490 569 15-36 1 FB FX FL FM 18 -35 1 -1/2 GB GX GL GM 18 -36 2 - FIX - HM 30-35 3 - JX - JM 30-36 5 - KX - KM 14- 1(2x -1(2 17 -1 /2 x 17 -1 /2 17-1/2 x 17-1/2 21- 1/2x21 -1/2 Z1 -1j2 x 21 -112 25-1j 2x25 -1/2 25-1/2 x 25.1(2 29-1/2 x 29-1/2 37 -1 /2 x 37 -1/2 43 -112 z 43-1/2 CITY RECEIVED JUN 111008 T CEO £165879. MR25611 NI 0 5ACC12RD 5ACC15RD 5ACC15RD 5ACC19RD 5AL.C19KU 5ACQ3RD 5ACQ3RD 5ACC27RD 5ACC35RD 5ACC39RD SAC SAC SAC SAC SAC 5A1 5A 5A SA 5A Not for use with any kitchen ; 8 .1151230/6011 Open Dripproof X • 208. 220(440(60(3 Open Dripproof 1.1151230150/1 Hazardous location 1A • 230146016013 Hazardous Location For fan with motor and drive package, add the two -digit motor HP. phase and enclosure code Example: 580010A8 iVISION NO1iJ1 0SS Model Size Btu/Hr Air Temperature Rise Through Unit ( °F) 20 ® 40 8 I 50 ® i 60 65 70 75 80 85 90 95 100 0 Input Output Max CFM Min 75 75,000 60,000 2778 1389 1111 926 855 794 741 694 654 617 585 556 100 100,000 80,000 3704 1852 1481 1235 1140 1058 988 926 871 823 780 741 125 125,000 100,000 4630 2315 1852 1543 1425 1323 1235 1157 1089 1029 975 926 150 150,000 120,000 5556 2778 2222 1852 1709 1587 1481 1389 1307 1235 1170 1111 175 175,000 140,000 6481 3241 2593 2160 1994 1852 1728 1620 1525 1440 1365 1296 200 200,000 160,000 7407 3704 2963 2469 2279 2116 1975 1852 1743 1646 1559 1481 225 225,000 180,000 8333 4167 3333 2778 2564 2381 2222 2083 1961 1852 1754 1667 250 250,000 200,000 9259 4630 3704 3086 2849 2646 2469 2315 2179 2058 1949 1852 300 300,000 240,000 11111 5556 4444 3704 3419 3175 2963 2778 2614 2469 2339 2222 350 350,000 280,000 11111® 6481 5185 4321 3989 3704 3457 3241 3050 2881 2729 2593 400 400,000 320,000 11111® 7407 5926 4938 4558 4233 3951 3704 3486 3292 3119 2963 Model Size Btu/Hr Air Temperature Rise Through Unit ( °F) 20 25 30 35 40 45 50 55 60 Input Output Max CFM Min 75 75,000 60,000 2778 2222 1852 1587 1389 1235 1111 1010 926 100 100,000 80,000 3704 2963 2469 2116 1852 1646 1481 1347 1235 125 125,000 100,000 4630 3704 3086 2646 2315 2058 1852 1684 1543 150 150,000 120,000 5556 4444 3704 3175 2778 2469 2222 2020 1852 175 175,000 140,000 6481 5185 4321 3704 3241 2881 2593 2357 2160 200 200,000 160,000 7407 5926 4938 4233 3704 3292 2963 2694 2469 225 225,000 180,000 8333 6667 5556 4762 4167 3704 3333 3030 2778 250 250,000 200,000 9259 7407 6173 5291 4630 4115 3704 3367 3086 300 300,000 240,000 11111 8889 7407 6349 5556 4938 4444 4040 3704 350 350,000 280,000 12963 10370 8642 7407 6481 5761 5185 4714 4321 400 400,000 320,000 14815 11852 9877 8466 7407 6584 5926 5387 4938 PERFORMANCE Table 15.1 -Air Temperature Rise - Low Temperature Rise Duct Furnaces C 0 OO Table 15.2 - Air Temperature Rise - High Temperature Rise Duct Furnaces 10 CO O Ratings are shown for elevations up to 2000 feet. For higher elevations, the input rating should be reduced at the rate of 4% per 1000 feet elevation above sea IeveL For Canada, in elevations between 2000 and 4500 feet, the unit must be derated to 90% of the rating fisted above. ® Units approved for use in California by CEC. CD High air temperature rise units include an air distribution baffle and restrictor change when compared to the low air temperature rise wits. Field conversion of a high air temperature rise to a low air temperature rise unit (or the opposite) requires a factory supplied conversion kit CD The certified range of the High Temperature Rise Duct Furnaces is 20° -100°F but it is recommended that they be used from 60*-100°F to reduce the system pressure drop. ® For Variable Air Movement Applications, see page 11. ® The maximum CFM for the 350 and 400 results in a 23°F and a 27°F air temperature rise (respectively) based on the maximum unit pressure drop. Air Temperature and External Static Pressure Limits The maximum allowable discharge air temperature is 150°F. The maximum allowable air temperature rise for Low Air Temperature Rise Units is 60°F. The maximum allowable air temperature rise for High Air Temperature Rise Units is 100 °F. All duct furnaces are designed for a maximum allowable static pressure of 3.0' W.C. on the heat exchanger. Figure 15.1 Recommended Unit Configurations SINGLE TOP VIEW 2279 CFM 60°F ENTERING -►- AIR TEMP. TANDEM TOP VIEW 2279 CFM 20°F ENTERING AIR TEMP. -► 160,000 BTU/HR 125 °F DISCHARGE OUTPUT AIR TEMP. TEMP. RISE 160,000 BTU/HR OUTPUT 65 °F TEMP. RISE 160,000 BTU/HR O� TEMP. RISE PREHEAT UNIT REHEAT UNIT 150°F DISCHARGE _,,___150°F AIR TEMP. PARALLEL TOP VIEW 5698 CFM 20°F ENTERING AIR TEMP. 200,000 BTUHR OUTPUT 65 TEMP. RISE 1 SEE SERVICE 85 °F DISCHARGE CLEARANCES AIR TEMP. 200,000 BTU/HR OUTPUT 65 TEMP. RISE 5 -571.3 15 Model Size 75 100/125 150/175 200/225 250/300 350/400 A 19.22 1922 19.22 19.22 21.31 24.64 B 31.96 34.46 38.72 40.84 43.86 55.38 C 18.98 18.98 18.98 22.98 22.98 22.98 D 15.18 17.69 21.94 24.06 27.09 38.60 E 14.20 1420 14.20 14.20 15.18 18.38 F 36.11 36.11 36.11 40.11 40.11 40.11 G 25.50 28.00 32.25 34.38 37.40 48.92 Gas Connection Pipe Size 1/2' 1/2' 1/2" 1/2" 314" 314" Approx. Weight Unit Shipping 282# 305# 333# 383# 428# 525# Unit Net 207# 225# 248# 288# 318# 400# Cap Net 16# 16# 16# 16# 26# 35# DIMENSIONAL DATA Figure 13.1 HFG Unit Drawing 106" SIDE GAS CONNECTION KNOCKOUT 1 \ BOTTOM GAS I CONNECTION ° KNOCKOUT 10.26 / L 37.44 4.29 Table 13.1 Model HFG Dimensions (All dimensions in inches) 33.50 A / SIDE VIEW Figure 13.2 Rail or Slab Type Mounting Base O 24.90 22 47 13.00 5 -571.3 - 8.40 0 0 0 6.28 ELECTRICAL .70- CONNECTIONS / (both sides) B A 9.00 �J G 3.00 1.06' BOTTOM • GAS CONNECTION KNOCKOUT c REAR VIEW Wirdr /,~"../ 1; Od LIFTING HOLE 0 75 DIA. 2.001 5.42 37.44 I El Ell 1.50 2.35 GAS CONTROL ACCESS SIDE UFTING HOLE 1.00 DIA. 1.80 1.75 B 1 SPREADER BAR 3.00 13 Evaporative Cooling -- Commercial Evaporative Coolers Engineering... SIZING INSTRUCTIONS (DB) *Outside Wet -Bulb (WB) *Inside Dry- Bulb(TI) PUMP SPECIFICATIONS PUMP MODEL H.P. PK6OLA 115 PK62LA 230 REQUIRED BELT CHANGE MODEL H 8801 D 8801 H/D 1425 AMPS 1.7 1.1 MOTOR H.P. 3 1 HP & UP 3 HP WATTS 105 105 D/H 8801 j 3 4 s • T 1 it 10 71 12 13 14 3 H t7 CFM — THOUSANDS Use the certified ratings table found on the cover and the procedure below to properly size these Commercial Cooler units. The performance or Sensible Heat Capacity of any evaporative cooler is a function of both the CFM and the efficience (air dischage temperature). Both of these specifications should be considered to proper size the units. 1. Determine 2. Determine the 3.) Determine the cooler design conditions: design Sensible Head Leaving Air Temperature. *Outside Dry-Bulb Load. (Btuh) (LAT) LAT = DB - [(DB - WB)EFF] Where EFF .80 for Aspen media. GPM AT 5" HEAD 7.3 7.3 BELT SIZE A 79 A 76 A 98 4. Determine the CFM required: CFM = 0.972 x Sensible Heat Load (TI -LAT) http://www.evapcool.com/commercia14.php « Previous 5. Determin the cooler(s) required by referring to the air flow charts found on the cover. « Previous « Previous 3 of 4 10/2/2007 10:22 AM 'Evaporative Cooling -- Commercial Evaporative Coolers Engineering... Today is: October 1, 2007 RELATED LINKS Commercial Coolers Overview Commercial Coolers Enalneerino Data PG1 PG 2 Si P Commercial Coolers Brochure Model Number D/H 8801 Commercial Coolers Spanish Brochure 13/H 8801 PRODUCT LINKS D/H 8801 D/H 8801 AeroCool Industrial D/H 8801 AeroCool Pro Series D 1425 AeroCool Trophy 1425 Brisa Window Commercial D 1425 ool D 1425 C ool Friolkinq H 1425 H 1425 H 1425 MISCELLANOUS LINKS H 1425 Fundamentals of D 2231 EvagQrative Air Cooling Livestock. Poultrv, D 2231 Greenhouse Uses D 2231 D 2231 D 2231 3 ,5 - o-sd5 H 2231 H 2231 D 0 /v' H 2231 J itAk?L 5 1P4)a H 2231 DO 7 Fs HOME i PRODUCTS 1 WHERE TO BUY i WARRANTY I CONTACT US CONTRACTOR TOOLS EN ESPANOL Commercial Coolers Engineering Data Model Number D/H 8801 D/H 1425 Static Pressure MAX B.H.P. Required 3 /4 1 1.5 2 3 1 1 2 3 1 1.5 2 3 1 2 3 5 7 1 2 3 5 Blower Belt Wheel Size Dia. Width DIN 21 20 A74/A76 24 24 A94/A94 Cabinet Dimensions - Inches hap://www.evapcool.comicommercia12.php?ln----$1n=: Search: *Certified Ratings Authorized by AMCA (BHP Not Including Drive Losses) « Previous Next » O .1 .2 .3 .4 .5 .6 .7 .8 .9 1.0 CFM CFM CFM CFM CFM CFM CFM CFM CFM CFM CFM RPM RPM RPM RPM RPM RPM RPM RPM RPM RPM RPM 5480 5200 4950 4650 4350 4000 3631 3274 2790 2191 1617 303 317 332 348 366 385 406 428 457 492 521 6030 5800 5550 5300 5020 4700 4400 4075 3770 3400 2909 332 347 360 373 388 406 425 441 461 483 512 7230 6997 6769 6544 6316 6084 5849 5607 5354 5107 4883 384 395 408 420 432 445 458 472 486 499 513 7958 7746 7538 7332 7127 6919 6708 6496 6279 6052 5822 384 433 444 455 466 478 489 500 513 526 538 9110 8923 8741 8560 8381 8202 8021 7838 7654 7468 7280 483 492 502 511 522 532 541 551 561 571 582 8675 8153 7679 7144 6636 6111 5505 4685 3774 3080 2552 240 255 267 282 297 312 332 357 394 420 439 9930 9462 9053 8618 8146 7701 7257 6771 6218 5506 4777 275 286 299 311 323 357 350 365 383 404 434 10930 10497 10120 9744 9329 8901 8499 8099 7671 7205 6666 302 313 324 335 347 35B 370 382 394 410 427 12511 12126 11785 11462 11131 10770 10393 10029 9681 9333 8966 346 356 365 375 384 395 404 414 425 436 446 8616 8114 7662 7148 6614 6003 5498 4553 3506 2917 2635 235 248 263 279 295 310 333 362 395 417 437 9862 9411 9021 8606 8152 7691 7164 6664 6221 5400 4386 269 281 294 307 320 335 347 364 384 407 441 10855 10483 10077 9720 9322 8909 8490 8019 7535 7141 6677 296 307 318 330 342 355 367 379 391 411 426 12426 12053 11727 11420 11104 10758 10396 10037 9666 9254 8822 339 248 357 369 378 389 399 411 422 432 442 13131 12494 11804 11100 10382 9642 8908 8172 7049 5637 4762 219 229 241 254 266 280 294 310 332 364 386 14453 13979 13261 12623 11982 11323 10651 9982 9328 8555 7340 241 250 260 272 283 295 307 320 334 350 374 16545 16049 15520 14970 14411 13852 13283 12700 12112 11527 10952 276 283 292 302 312 322 332 342 353 364 375 19616 19203 18767 18314 17850 17380 16909 16437 15959 15472 14978 327 333 340 348 356 364 373 381 390 398 407 22454 22096 21722 21335 20937 20532 20122 19711 19300 18887 18471 374 380 386 392 399 406 413 420 428 435 443 13466 12747 12361 11672 10769 10316 9637 8651 7902 6851 5664 239 249 262 271 281 295 308 320 336 361 392 14821 14122 13756 13325 12514 11770 11376 10830 9931 9157 8462 263 271 284 294 301 311 324 336 346 360 376 16966 16304 15927 15631 15216 14519 13766 13299 12976 12510 11762 301 308 318 329 337 343 350 361 373 383 392 20115 19512 19114 18836 18590 18292 17854 17233 16573 16056 15722 357 362 369 379 388 396 402 406 412 420 430 « Previous Next », Blower Pulley A B C D E F G H I K P Riser Pitch Diameter 14 Single 52 41 41 21 21 43 /8 9 20 4 15 3 6 18 Single 52 52 52 26 26 41/2 12 26 4 21 3 6 I of 2 10/1/2007 4:03 PM 112 i ���� e '" ^t:.12. DS DX DL DM } 365 a w� D 'iF� 2864 4 -.. 7 a4. =b't - 5522 15 #s - . -i2�h 4857 8 250'n 3 pf� •! 3998 -0.375' ' ' <_ 'f -i•- 41 500!" 0.625' ;;;-,11 $ 750- • y .. `. -a G - c ' ' , � ' r_ A i T f 13.81 0.29 12.61 032 12.11 0.33 I 378 2970 5718 5082 4271 3065 15.21 0.33 14.01 0.36 13.41 0.36 13.41 0.34 1 I 1 I I I 1 I 412 3236 6232 5658 4955 4105 16.1 0.42 15.11 0.46 14.51 0.47 14.21 0.47 1 I I I I I I I 314 EB EX EL EM 429 3370 6490 5941 5288 4510 16.11 0.48 14.91 0.51 14.31 0.53 13.91 0.53 I I 1 1 I 1 1 I , 87 6717 6188 5572 4832 3926 15.71 0.53 15.01 0.57 14.71 039 14.11 0.59 14.11 037 1 I I I I I I 471 3699 7124 6622 6049 5391 4627 17.61 0.63 15.71 0.67 14.61 0.70 14.61 0.70 13.91 0.70 1 I I I I I I 1 1.12 • m a e I u t§ d 31 486 3817 7352 6873 6338 5704 5003 2785 16.01 0.70 15.510.74 15.01 0.76 14.41 0.77 14.010.77 1351054 1 1 1 1 1 I 502 3945 7594 7132 6621 6022 5350 4580 16.31 0.77 15.71 0.81 15.21 0.84 14.71 0.85 14.41 0.85 13.71 0.83 1 1 I I I I 519 4076 7850 7394 6901 6352 5709 4992 19.11 0.85 15.71 0.8" 15.21 0.93 14.61 0.94 14.61 0.94 14.01 0.93 1 1 I 1 I I 570 4476 8623 17.1 1.12 8218 7789 7308 6763 6170 5551 16.4 1.17 16.21 1.21 15.61 1.24 14.91 1.75 14.51 1.24 14.31 1.23 1 I I I I 585 4502 8865 8471 8058 7597 7079 6509 5922 5143 17.11 1.22 1621 117 16.51 1.31 15.91 1.34 15.41 135 14.81 1.35 1431135 14.11 1.31 1 I 1 1 594 4565 8985 8586 8188 7716 7233 6669 6072 5417 1651 1.27 1731132 16.31 1.37 15.91 1.40 15.61 1.41 15.11 1.41 14.41 1 .40 14.11 1.38 1 I I I 2 3 la 630 4948 9531 9166 8786 8375 7918 7415 6878 6330 5628 18.61 1.51 1731137 17311.62 17.31 1.66 16311.68 15.711.68 15.21 1.68 14.5) 1.68 14.41 114 I I I HM 1X M 645 5070 9758 19.31 1.63 9401 18.41 1.68 9032 17.91 1.73 8635 8197 7714 7195 6664 6077 17.9 1.77 16.91 16.21 1.80 15.71 1.80 14.91 1.80 14.611.78 1 1 I 653 700 5129 5501 9877 9515 9152 8755 8319 7867 7354 6824 6230 19.7 1.69 10590 20 12.08 19.4 11.75 10261 21 12.14 18311.80 9925 20 12.20 18.011.84 9571 19.812.25 17311.86 9188 19.4 12.28 16.01 1.87 8772 17912.30 15.91 1.87 8320 17.41231 15.11 1.87 7841 16.91230 14511.85 7352 16.01 1 6131 15.11224 1 1 1 1 718 5642 10862 10542 10215. 9873 9505 9106 8675 8215 7740 6710 2212.24 2212.31 21 12.36 2012.42 19.9 12.45 19.11 18.31 17.212.49 17.1 12.48 16.112.05 1 1 748 5875 11314 10998 10681 10365 10005 9624 9242 8814 8367 7394 24 12.53 23 12.60 22 12.67 22 1 212 21 12.77 19.812.79 18.912x1 18.412.81 17.7 12.81 16.912.79 1 1 Centrifugal Ventilators Belt-Drive Upblast Centrifugal Roof & Wall Ventilators 5BDU30 P e rf ormmte s h o wn is for i nstallation type A: free inlet, free outlet. performance rating includes the effects of bird screen In the airstream i Power rating (BHP) does not include drive losses. 1 The sound ratings shown are loudness values in fan cones at S ft. (13m) in a hemispherical free field calculated per AMCA standard 301. Values shown are for installation type A, free inlet fan sone levels. ^g� 113 7 CB w i � . � .wSrt� l d 634 '. 1 ,i �f.g l i _lw`xr0 : �. r 3319 e ;c, u J 2946 " `' 6, 1- . � ii 2691 ms.. - 1a lre i .rt 1 2409 - 4 " £ f., _ "i 2066 f f adz- 796 i 3y i -: -. 10.81 022 9.8 1 0.231 9.3 1 0.25 9.0 0.25 8.3 1 0.15 1 - 1 1 1. 1 657 3442 3053 2808 2539 2223 1750 11510.24 10.31 0.26 9.810.27 9.61028 9.0 1 0.27 1 1 1 1 1 1 1 695 3660 3329 2996 2742 2456 2094 12910.29 12.21 0.30 11.81032 11.41033 11.21032 1 I 1 I 1 1 1 112 DS DX Dl DM 764 4002 3550 3341 3120 2879 2603 2250 12.61 0.38 12.11 0.40 11410.42 11.610.43 11.41 0.44 10.81 0.43 1 1 1 1 I 1 787 4119 3657 3454 3241 3010 2751 2437 1197 13.01 0.42 12.81 0.44 12.41 0.46 1221 0.47 12.01 0.47 11.41 0.47 1051031 I 1 L I I 800 4189 3718 3515 3304 3078 2820 2527 2005 14.01 0.44 13.61 O.46 13.11 0.48 12.61 0.49 12.21050 12.31 0.50 12.01 0.47 1 1 1 1 5BDU1 8 cont. 5BDU2o Centrifugal Ventilator, • Belt-Drive Upblast Centrifugal Roof & Wall Ventilators GB GX a GM ® ® 3867 � MI 12:1E 3 80612 NMI ® 0.84® ® 4082 3973 3862 0.88 16.0 0.90 ®0.92 1:111 4208 4102 3995 133 97 0.99 3995 4563 4465 CC ®® ®® CEIES IENEEIEMEIEREMIEEEI 4638 4542 4445 4346 4244 6630 7038 4733 22 5023 ®© 3752 4639 1.40 4935 3634 0.79 3756 0.86 20 4363 1.28 4544 4842 3511 0.81 3640 0.88 3747 0.94 3884 1.03 4261 20 1.30 4448 4750 ES 3377 0.83 3508 to 20 0.90 3624 0.96 1.05 4159 4348 4657 INN 0 3233 0.84 3368 0.92 3492 ED MI Ell EH 0.98 1.07 4045 4136 20 4243 ®REIEHEi®lEMIEM 4564 3080 EMI 3229 El 3351 3507 M1EDIM 3923 4022 4133 20 0.85 0.93 0.99 4459 2920 3074 El 3204 El EMME11161131E113821113MEMEIBIMEI 0.86 0.94 1.00 3366 1.09 3800 3901 4017 4348 1.82 14.0 2749 0.86 2914 0.94 3050 1.01 3220 El 1.10 3678 3775 3894 ®EM®EEM®®®EEE®IMIECI 4238 2502 El 2704 El El 0.93 1.01 2902 1.10 3402 3511 3638 4015 3077 3222 3362 3761 3036 3482 Perf ormance shown is for insta0ation type k free inlet, free outlet. Performance rating includes the effects of bird screen in the air stream I Power rating (BHP) does not include drive losses. fat sound ratings shown are loudness values in fan sones at Sit (1.5m) in a hemispherical free field calculated per AMCA standard 301. Values shown are for installation type A, free inlet fan sone levels. 38 INLET PLAN VIEW 24' DIA. LOCKING FRAME & COVER AIR & GAS TIGHT 3 PLCS (2 PLCS ON 577 -GA) 1' VENT PIPES GROUT ALL AROUND BOTH SIDES 2/3 LENGTH ' 1/3 LENGTH NOTES: SECTION A-A 1. REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4500 PSI 3. REBAR: ASTM A-615 GRADE 60. 4. MESH: ASTM A -185 GRADE 65. 4. DESIGN: ACI- 318-83 BUIILDING CODE • ASTM C -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES ". 5. LOADS: H -20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. SIZING CHART DESIGN - FORMULA Number Of Meals x Waste Flow x Retention x Storage = Capacity Per Peak Hours Rate lime Factor In Gallons 1000 - GALLON CAPACITY UV CO. MODEL 0 DIM "A" DIM "B" DIM "C" DIM "D" WATER DEPTH DIM "E" 4484 -GA 9' -0" 5' -0" 7 ' -2 " 44" 3'•10" 1250 4484 -GA 9' -0" 5' -0" r -2" 5 1. 2 " 4'-10" 1500 5196 -GA 11 j" 5'-8" 812-GA 12'-b 5'-6" T-2" 4'd" 4' -0" 1750 5196 -GA 11.2" 5'-8 " T-2" 4'-11" 2000 4'4" 3' -10" 2500 612-GA 124" 1 '-S" 8' -0" 5'-6" 4'4" 2750 612-GA 12'-8" 6'4" 8•-0" 8' -0" 5 ' 4 " 3000 712 -GA 13• 8' -0" 4' -7" 4000 71?IA 11 -1 8' -0" 8' -7" 6'4" 6 %1" 5000 818 -GA 19' -11" 9' -11" 8' -11 6'-2" 6000 9'-11" 10'-5" 7'-2" 5 ,, 9 " GREASE INTERCEPTOR`' SINGLE VAULT WITH DOUBLE BAFFLE City of Tukwila ADJUST TO GRADE . SHEET: SS -14 OUTLET 0 01e° M 91-1 coDe to lovo 0i . cv 1 ot a C• OZ�� ���iS. evi�- REVISION 01: 08.03 1 LAST REVISION: 08.04 NOT TO SCALE t& 0 <;) Owner: do Ki Nam, Architect Arch, Tech, Inc. 29605 military Rd. So. Federal Way, Wash. 98003 (253) 219 -5943 ie vrsed /� 111° 2 yorce_ 47/ " Permit No. Pump Capacity and Force Main Calculations For Private Sanitary Sewer System O "Sushi Restaurant Private Grinder Pump Project January 2008 Rev. 1- April 2008 Rev. 2- April 2008 Located in a portion of SW 1/4 of Section 24, TWN 23 N, RGE 4 E, W.M. Pierce County, Washington Parcel Number: 000580003002 Address: 15901 West Valley Hwy. Tukwila, Wash. 98188 Prepared By: Michael N. Antonoff P.E. 3316 Deer Isl. Dr. East Lake Tapps, Wash. 98391 253 862 -6763 RECEIVED CITY OF TUL` APR 17 Z008 PERMIT CENTER F R�EW DBE CODE COMPLIANCE APPROVED A PR 2 5 2008 City Of Tukwila BUILDING DIVISION k CORRECTION LTR# REVISION N0.! fr- Narrative Description: The Private Sanitary Sewer System will serve a proposed restaurant safely and in conformance with City of Tukwila Department of Public Works and Utilities standards. The proposed restaurant is located at 15901 West Valley Hwy. in the City Of Tukwila. The new system will include a 6 -inch building sewer with gravity flow to a precast grease interceptor and then into a precast concrete pump wet well located easterly of the proposed restaurant. A 2 -inch sanitary force main will convey wastewater to a 6" side sewer stub located north of the proposed restaurant.. The side sewer stub drains into an existing sanitary sewer system located in the site's parking lot. See the Private Grinder Pump Plan for grinder pump, force main connection and manhole locations and additional details. Design Criteria for Commercial Facility: 1. Design flows are based on proposed seating capacity and anticipated flow per seat based on EPA design Manual " Onsite Wastewater Treatment and Disposal Systems ". 2. The pump station shall be a precast concrete tank. External dimensions = 67" W x 98" L x 72" H. Model Bruzer 1 -1200 gallon concrete pump tank by N.W. Cascade, Inc. 3. The pump station shall provide 24 -hour storage volume and the pump shall operate a minimum of the three cycles / 24 -hour a day. 4. A minimum 2 ft/sec cleansing velocity will be provided in all pressure pipelines. 5. The pump is a 1/2 HP hydromatic submersible solids handling pump model SPX50, 1750 RPM. Design Calculations for Commercial Facility: 1. Total estimated daily wastewater flow = estimate 25meals/ hours x 2.6 gpd/meal x 12hour shift = 780 gpd. (gpd = gallons per day) (see attached table from EPA Manual) or 0.54 GPM. Total estimated daily peak dry weather wastewater flow based on a peaking factor of six is (6 x 780 Gal/day) = 4680 GPD or 3.25 GPM. 2. The pump station shall provide 780 Gallon minimum one -day storage. Determine the minimum vertical liquid height required in the wet well. See pump station detail. Minimum = one -day storage / inside dimensions = (L x W x 7.48 Gal/CF) Minimum H = 780 Gal / I.D. ( 7.75' x 5.58' x 7.48 Gal/ CF) = 2.4 feet or minimum 29 inches. 3. The pump volume is based on a minimum of three pump cycles (P.C.) per day. 780 Gal/day x Day / 3 pump cycles = 260 Gallons/Pump Cycle 4. Determine the vertical liquid height in the wet well based on the difference between "Pump on" and "Pump off' for the pump cycle volume. See pump station detail. H = (Gal / P.C.) / inside dimensions (L x W x 7.48 Gal/CF) H = 260 Gal / I.D. ( 7. 75 'x5.58'x7.48Ga1/CF)= 0:80 feet. . Actual Dose Volume : 0.50' X 7.75' X 5.58' X 7.5 gal/ cf = 162 gallons OK Actual cycles per day: 780 gal/ 162 gal: per dose = 4.8 cycles per day OK 5. Minimum pumping capacity is based on the greater of two conditions: The estimated daily peak dry weather wastewater flow (Q -1) or The minimum flow (Q -2) required to maintain 2 FT /SEC cleansing velocity in the largest diameter pipeline - The 2- inch pump discharge piping (C1 200 PVC) whichever is greater. Q -1 = 3.25 GPM Q -2 = AV = 0.02015SF x (2 FT /SEC x 448.8 GPM/CFS) = 19.6 GPM 6. Check actual velocity within smallest diameter pipeline- the 2- inch force main - When the pump is operating at actual pump flow of 50 GPM . See pump performance curve. V = Q/A = (50 GPM x 0.002228 CFS /GPM) / 0.0102 SF = 10.9 FT /SEC 7. Pump operating time is based on the wet well volume between "Pump off' and "Pump on" divided by [Actual pump flow (Q) out- peak flow (Q) in]. Pump "on" cycle time= 162 Gal. / 50 GPM - 2.29 GPM) = 3.4 minutes 8. Determine pump cycle time for pump "off" at peak flow: Peak flow= 3.25 gpm volume = volume between pump on and pump off= 0.5' x 4.8' x 4.5' x 7.5= 162 gal. cycle time = 162 gal/ 3.25 gpm = 49.8 minutes. 9. Friction losses for pipe and fittings within the pump station and force main piping are based on 2 -inch, Cl 2000 PVC pipe from the wet well to the connection point at the existing sanitary sewer stub. A system curve for the grinder pump is developed for 20 GPM, 30 GPM, and 40 GPM. Total Dynamic Head for the Grinder Pump at Various Flows Follows: Friction losses within the pump station and force main to the connection tee at the force main cleanout manhole based on 20 GPM: Straight pipe (1 1/4- inch) 200 ft. x 0:6'/100' = 1.2 ft. Fittings: 1- Inlet 2- 90 Elbow 2- Check Valve 1- Gate Valve Friction loss for pipe and fittings Velocity Head = V / 2g = (4.5) / 2g = 0:31 ft (pipe velocity, 4.5 ft/sec., based on nomograph) Static head loss 6" stub pump of f Static head loss = 22.0 = 20.0 0.50 x 1 = 0.50 0.25x2= 0.50 2.50x2= 5.00 0.19x1= ILLS 6.2'x V 2g = 1.9 ft. 3.1ft. = 2.Oft = 2.Oft @ 20 gpm TDH = 5.1 ft. Friction losses within the pump station and force main to the connection tee at the force main cleanout manhole based on 30 GPM: Straight Pipe (1 1/4 -inch) 200 ft. x 1.3'/100' = 2.6 ft. Fittings: 1- Inlet 0.50 x 1= 0.50 2- 90 Elbow 0.25 x 2 = 0.50 2- Check Valve 2.50 x 2 5.00 1- Gate Valve 0.19 x 1 = 0.19 6.2xV + 4.2 ft. Velocity Head = V2 / 2g = (6.6) / 2g =0 7 (pipe velocity, 6.6 ft/sec., based on nomograph). Total friction losses (pipe and fittings) = 6.8 ft. Static head loss (from above) + 2.0 ft. @ 30 gpm TDH = 11.4 ft Friction losses within the pump station and force main to the connection tee at the force main cleanout manhole based on 40 GPM: Straight Pipe (1 1/4 -inch) 200 ft. x 2.2'/100' = 4.4 ft. Fittings: 1- Inlet 2- 90 Elbow 2- Check Valve 1- Gate Valve 0.50x1 =0.50 0.25x2 =0.50 2.50x2 =5.00 0.19x1 =Q12. 6.2xV Velocity Head = V / 2g = (8,6) / 2g =1A (pipe velocity, 8.6 ft/sec., based on nomograph) Total friction losses (pipe and fittings) = 11.5 ft. Static head loss (from above) + 2.011. @40gpm TDH = 13.5 ft The Hydromatic 1/2 HP, Submersible Pump model SPX50, 1750 RPM.. can deliver the pumping capacity required to overcome pumping pressure and maintain minimum 2 FT /SEC scouring velocity during all operating conditions. The system head curve is based on 20 GPM @ 9.4 FT, 30 GPM @ 11.4 FT, and 40 GPM @ 13.5 FT of Head. The Grinder Pump delivers the following flow and conditions at the intersection of the system curve and the pump Q -H curve. 50 GPM @ 20FT -TDH 7.1 ft. References Included: . A. "Friction loss characteristics of water flow through rigid plastic pipe ", Western Plastics Corporation. B. "Special losses of head in terms of V2 / 2g", Chicago Pump. C. Precast wet well tank drawings. D. Manufacturer's letter / float level control information. E. Submersible Sewage Grinder Pump catalog cut sheets, technical and electrical data, pump performance curve with head - capacity and system head curve analysis for two operating conditions. Nominal Diameter t.00 1.25 1.50 2.00 2.5U 3.0U 4.00 6.00 [1c.c u- f = (L) x (Q /K) CL 125 133.0 193.2 347.8 575.1 961.5 1864.0 5151.3 TABLE FOR K 67.5 129.4 184.8 332.5 555.1 920.5 1783.9 4932.0 CL CL 160 • 200 Where: f = friction loss through pipe in ft. L = Length of pipe in feet Q = Flow in gpm K = Constant from Table A3 - Schedule 40 66.5 • 47.8 122.9 98.3 175.5 147.5 315.2 - 284.5 520.7 454.1 873.3 803.9 1692.7 1642.9 4677.4 4826.6 • Office �� Restaurant Rooming House Store, Department TABLE 4 -6 TYPICAL WASTEWATER FLOWS FROM COMMERCIAL SOURCES (18) Wastewater Flow Source Unit Range Typical gpd/unit Airport Passenger 2.1 - 4.0 2.6 Automobile Service Station Vehicle Served 7.9 - 13.2 10.6 Employee 9.2 - 15.8 13.2 Bar Customer 1.3 - 5.3 ' 2.1 Employee 10.6 - 15.8 13.2 Hotel Guest 39.6 - 58.0 50.1 Employee 7.9 - 13.2 10.6 Industrial Building Employee 7.9 - 17.2 14.5 (excluding industry and cafeteria) Laundry (self - service) Machine 475 - 686 580 Wash 47.5 - 52.8 50.1 Motel Person 23.8 - 39.6 31.7 Motel with Kitchen Person 50.2 - 58.1 52.8 Employee 7.9 - 17.2 14.5 Meal 2.1 - 4.0 2.6 Resident 23.8 - 50.1 39.6 Toilet room 423 - 634 528 Employee 7.9 - 13.2 " 10.6 Shopping Center Parking Space 0.5 - 2.1 1.1 Employee 7.9 - 13.2 10.6 60 72" I «56" MASTIC SEAL 51" (4, V5'\ BRUZER 1 -1200 PUMP TANK NORTHWEST CASCADE SIDE WALLS 2 1/2" THICK 12" I 98" tom= gs" ( PVC CAST- IN RISER W/ RISER ADAPTER • 3" THICK BOTTOM 4" THICK TOP MASTIC SEAL CALL TOLL FREE 1- 800 -562 -4442 HyDRAULICS AND USEFUL INFORMATION C. =3CAGG P TJIP 822 Diversey Parkway • Chicago. Illinois 60614 SPECIAL DOSSES OF HEAD IN TERMS OF V4/2c Note: These losses may be considered i p pe losses condui excess of friction over the same leng IN PIPES, PIPE FITTINGS AND VALVES P.^ s'1e Valve WtCe Open But :e fly Valves c = 10° = 20° 6 = 30° 6 = 40 6 = 50 6 = 60 6 = 70° = 80 Check Valves _o :.aontal Lift Type Ball Type Swing Check " (fully open) "' :c: Valves Gate Valves —�. Wide open 1/4 closed 1/2 closed 3/4 closed • Globe Valves Wide open _.• :tee Gates As submerged port in 12" wall As a contraction in a.conduit 'A:1d ::i equal. to conduit width an� %v:thout top submergence 5 0.46 1.38 3.6 10 31 94 320 1750 8 - 12 65 - ?0 • 0.6 - 2.3 2.5 1.5 (Doubtful) 15 0. 19 1.15 5. 24. 0 10.0 0. 5 0.2 Crane Tests Tent, Stds. Hydr. Inst. Tests on 6" valve for a vel. of 3 ft. per second. Turneaure and Russell, "Public Water Supplies ", 1940, p. 236. Tent. Stds. I;iydr • Inst. " It 11 11 Crane. Company Arm & New Eng. W. W. Stds. Tent. Stds. Hydr. Inst. Bulletin No.. 2552 U of Wis. (Av) Crane Tests 0.8 "Handbook of Applied ' Hydraulics" by Davis. 1st Ed. 1942, p. 925 :�• _ o; S3e::al Resistance "Y'• or Blow -of: Valve =1ue Valve, Screwed (1 / 4 turn from closed to fully open) Fully open 99 per cent open 98 per cent open 95 per cent open 90 per cent open 80 per cent open 70 per cent open PluE Globe, or Stop Valve, 60 � Fully open 3/4 open 1 / 2 open 1/4 open Diaohr aern Valve Fully open 3/4 open 1/2 open 1/4 open 90° Elbow Regular Flanged Long Radius Flanged (See also p. 3 for screwed fittings 45 Elbow Regular Screwed Long Radium Flanged (See also p.3 for screwed fittings Return Bend (See also p. 3) (Flanged Return Bend c onsisting of 2 - 9 Flanged Elbows) Regular Long Radius Miter Bends 5 Deflection angle 10 0 15 22. 5 30 45 60 40 Loss in Terms Multi •le of V 2.9 • 0.77 0.86 0.95 1.45 2.86 9.6 28.0 4.0 4.6 6.4 780.'0 2. .3 2.6 . 4.3 21.0 0.21 -0 0.14 - 0.2 0.30 - 0.42 0.18 - 0.20 0,38 045 Ka • Kr (Smooth (Rough Surface) Surface) 0.016 - • 0.024 0434 - 0.044 0.042 - 0.062 0,066 - 0,154 0.130 - 0.165 0.236 - 0.320 0.471 - 0.684 1,129 - 1. 265 Authority Tent. Stds. of 1 Inst. Engineering Hydraulics, H. Rouse, 1950, p. 419 - Engineering Hydraulics, H. Rouse, 1950, p. 419 Engineering Hydraulics, H. Rouse, 1950, p. 419 Tent. Stds. Hydr. Inst. Tent. Stds. Hydr. Inst. 11 11 Tent. Stds. Hy dr. Inst. Tent. Stds. of Hydr. Inst. (Note: K values are for Reynolds Number of about 225, 000 but can be used with reasonable accuracy for all turbulent flow conditions) Nature S'near Gate Wide open (orifice) E Losses pipe projecting into tank — =� (known as Borda Entrance) 1 End of pipe flush with tank (ordinary sq, edged entry) Slightly rounded Bellmouthed Outlet L.osses From pipe into still water or atmosphere From pipe to well Bellmouthed outlet Sudden Contraction ' d/D = 1/4 d/D = 1/2 d/D = 3/4 Sudden £nlarg•ement d/D a 1/4 d/D = 1/2 d /D = 3/4 Increasers • lncreasine Bushine•or Couolin Loss is up•to 40% more than caused by sudden enlargement 1.80 0.83 1.0` 0.5 0.23 0.04. 1.0 2 /2 g v 212g) 0. 90 1 - 1 • 0.1(V1 / /2g) (V level. in pipe) .42. ' .33 ..19 Am. & New Eng. W. W. Stds. "Hydraulics" Daugherty (Av) "Hydraulics" Schoder & Dawson "Hydraulics" • Daugherty and "Hydraulics" Schoder be Dawson King. "Handbook of Applied Hydrauli 3rd Ed. pp. 190-193 "Hydraulics" Schoder & Dawson 1927. p. 201 Am. Ec New E I W. W. Stds. Davis "Handbook of Applied Hydraulics" p . 14, • lst Ed., 1942 "Hydraulics" Daugherty it .92. "Hydraulics" .56 Daugherty .19. 0.29(Vl2/24- 1/22/24) Am. & New Eng. W. W. Stds. (V level.; small end) Tent. Stds Pydr. Inst. WESTERN PLASTICS CORPORATION I PACIFIC WESTERN'EXTRUDED PRODUCTS. IN COMPARISON OF FLOW RATE - PVC YS. STEEL II jl : 1 . ■aii ■ ■■■ana ■t■aan ■a■r■t ■aattltt/ t .111 ■■■ ttt■ tt ■■■raa■ t■t■■■■aat■tt■tat/t■■rrO ■112arnaa 111111111■■/ rr■r ■t/trtu■■t■■tt///■■/■aa/ggr ■■ NINt■■■ trl ■■t■■/■■■t■ttaaaaa■aaltatta/wq� .. . ■= iuiirriiwiiiriiiriiii11iiiiiiiiiiitiu is !!iu■a■ 1111000 LU■■■ U■ / ■■■t■rt■lttt■tltttt!■r■rtrr! ilammuiNI■ � i r ■ 1111■ EINWU■ ■■N!■t■■ ■■t■■■■■■■■■■■■■■■■■Nt■ I. a ainummaaU a...a iiiiiiiiiiiiiiiiii r a!a■!llatttta■attttr ■1111 ///t .7. ataala/taat 11111111 • tttr■■tttttt/t/clr/■/rt//■q . ,�llatrr■■ ■a■ ri■ttt■aata■ ■aaa■aa■■ ■t■ ■a ■►.a■ ■■■a■■ �. o , ` ■■ ■ ■■ ■ ■ ■ ■ ■ ■■ 'T ■ ■ ■ ■ ■ ■ ■ ■ ■�� � v ■V ■ •■■■■ ■■■■■ aaa■aar ■:a 4 111111111111111111/1111111111111111X11111111•111111 uu r■ 1 . a ■ r iaaaaaa■I _ / t .1 4 111111.1111111.111§1111111E11.1111111111111111. IMAM ■ M w ■aaaaaa� " ■■■ ■■■■■■�■■ �.� I ■ ■ ■aua ■ ■a /ag t. ■ ■i■ = u■ ■■■■ r u■■1a■ i '. - --- aa■a■■a■ /■■■■■■a■■a■■q ■1■ �1I■ O ■■ w . ■ ■ ■ ■ ■ ■o V fan / /aaaaataat „r 1111111111 /a1a /11aaa - laa a a■ , aaaar. ■■ u ■1111■ ■a■t■ ■I.■ %t ■a■■■ ■ra■ ■■ I■■■■■■■ ■O■■■■tq�_ t 1111■■■ ■■■a■ri ./.411'4111011•1111•1111011m• 4' A■■ ■■■■■■■■■ra■■ ■A+W ■■ ,` , / ■ ■ ■ ■! ■ ■ ■ ■ ■r V wiiiii �# �■iiriirirl , �itq A■ - ■t■■■■utat■■a , a m a a/■ ■11111111■ �a■■■■atarr/a■ 0 11 1 ■t ■!t■attatat■■ • _/ /M/L</ ■aaattaaNaatt■ is - /t /I1tt / ■ / ■t ■ttt7tt!■att /!■r ,. ■/ V 1 1 I aarrirr!■ rr�rrrirrr/ n��iri 'iairrrrrl'irrrrrrrrrii °,.• iiiaaq■ ■ ■ aaratloo�aartat ■ ■t/■ttaoat■attatt■ S �/tr■ / � 1■ z i ��ti�iiiiiniiiii�i■ in iiiiiiiiiiMUiwiiiWiiiiiii ►ii■iioiiiiiiiq a /iaaf!■U■ NUM■■ t■ I. aAOUM ■Et■t■!Vt■a■a■a■aat■■Gt!■■t■■� rt■Ortq� o Rr 1 11 ■ ■■ r o■ �a ■■■■■■■ ■■!!ni■■■■■■■ ■■■■■r■■t■■■a!■a■■ "'111111 MOMMORMUMMAI O 1. �MMAII / Ia■■■!■■■ a■■■ MI■ t ■■■llr /. ■r! ■ ■ ■ tatarts�aaaa /t ■/t iii � Aaaq� z /q/�itlir ° ■:i'�rrvll�r111111 M:r1���11rr1�\�11�1■IrrrrrAl IIIIMMILIN �►.raw �uwa/■■ rl t■■■ tra ■trtrr//r■ ■ ■ttrr ■ ■re4tarttaaatr - 0.:1:11-11111111111"11111111111111111•111111.11 aaan■ uaat■ aura gaataaluaalatartacaataaaauaaaa� .. 1 r411attttt■ ■■ 1111■■ c11/■■■ tr■ wC4ttt ■ ■a■tarttae►- :;4111a■ /aaWa ■ sara � ■ iii ■ ■s�as me km) sT�a � inutx mow rrc pa /a!l /ft ■t /fiattta /rte/ /1111 / /tata�7Gatta ■111111■ nr [ rR rinx AT a ' _rasa/= 1111/ aEa■ aaa aaaaatr ■■aar■ta//2rttaaa■ataaaa • aI.1a7Giaa7Ya aaa■ /anc /a■a r a 11 1 a 1 aaaa ,�,o,lwat M.� o aua0 of r1 m�. r' u• �a■/% r�aaat °c■ra/tta/ta//ttrtttatatttta pR ,,, i t o r t ,� �p. SGidICb>•!.sm sai■ m7ii ■aa0■aaaaaa / ■aaa■aa■a■aaa■■ ■a■ 1 � MI „1►��!�-. _ ■ ■ ■s ■ / ■ ■ / ■ ■..■ N ■ ■ / ■ ■... ■ ■ ■■ ■■ N ■ ■ ■ ■M ■ ■1111 ■ ■ ■ ■a■■ 11 Tt iF ' M M MEAN RATE Of FLOW IN GALLONS PER MINUTE 1/ a 11 0.714 0.924 1.190 • 1;: 1.526 1h 1.747 ....�. 2 2.184 2h 2.644 3 3.216 a 4.137 5 5.093 6 6.090 AVERAGE 'INSIDE • DIAMETERS • Nom. Class 160 Pipe, Size Type I 0.714 0.924 1.183 1.494 1.711 2.138 2.587 3.150 4.051 5.000 5.960 SCH 40 Type I • c Are Nnminn) 0.611 0.813 1.036 1.366 1.595 2.052 `d""° 2.450 3.046. 4.000 5.021 6.037 • D 0 ■ 0 0 Z 0 C 1 1• S•`:. T ype 0.53' 0.77 0.940 1.26C 1.48C 1.91% . Xe•:x ' 1 :31PM ZUtiStilri13 elecooier T02O 3 -23-93 wN A ■ t1� SE NSOR F .,q quality mercury f loat designed to activate pump control panels, solenoids, relays, etc. L ....... `~ DESCRIPTION IIMWMMIWIIII ADVANTAGES AU Sensor Float models are rated 13 amps • 'nee models available fro (120V or 230V.A.C.) Both the heavr•du met curl activated tilt switch and the cord ci a s! s 1 a of i e Clam ) ht, Imp PC (P p p �� ox sealed In a wat st I Wel ht) •.. - are epoxy witch (man ac • $WI (Interns 9 ` SWE (External Weight) float housing. . Elect orc Sy s te. l mss Inc.), activates heavy -duty mercury tilt switch 1s tuned' by • e r,gle pole, lastic when the float•is a few degrees above or below the epoxy encapsulated In noncorrosive P hdrtzorftal position, In Instatlalio float. Three models provide for ilexlblllty • ENTIRE steel a UNIT (control as well as cord set) UL PC (Pipe Clamp): The PC is not weighted and is .n. Listed and CSA Certified. stalled by strappping the pipe clamp at the desired • Two .year l warranty. activation level ., • to • a discharge pipe or o,er •simlliar mounting. This internally weighted S ensor Float is used In Weight): where the floe APPLICATIONS a is suspended 'from above. Sensor floats may be used to activate pump control panels 'solenoids and relays, This liquid level con- SWE b( wee r g al to T he cable. ha an ad ~ •0 ! Is frequently used In sewage systems, irrlga• used In applications where the float is suspended systems and In other water systems. �� from above. SPECIFICATIONS 100.0 N.C. NORMALLY yOOEL: 10PC.N.O. NORMALLY 10P.I N.C, • CLOSED lQ$Wl N.O. OPEN 1 toSWE N.O. gSWE N.C. , Nvmbers preceding model designation (PC, SWI. or SWE refer0to. cable le h The e Sensor►,Ftoaanosoa se. !cr 1 available in standard length of 1011. (3.04m), IS It. (4.37m) Other lengths are available. (Please specily rengln required.) CABLE: ,Flexible 16 gauge, 2 conductor (UL) SJOW.A•SJOW (CSA) Neoprene. water•resIslant. EXTERNAL WEIGHT; 2 lbs. of cast Iron. FLOAT: 2.1$ inch (5.07cm) diameter x 2,675 Inch (9.842cm) long, high impact resistant, noncorrosive tn110• (ertC). PVC plastic for use in IIou :� • :o i 3Y•Xerox Ielecopier —Z4 1.oirm • 5-95 TIJE 13.:19 WM A MA•TZKE CO. z1, A. Matzke Co., Inc. • 804 South Bush Place • Seatll,e. WA g814 March 23, 1993 pveptech In'' 13253 Norl.hup. Way Bellevue, WA 98005 I,cc.ntlun: Kr. Doug Davidson Subject.. S.J. Electro Level Control Settings Dear Doug, e tro• Senscir float are. used'tn cons u W 2 control • Whin a s. the p� i+l. c b set fr panel, pimping d fferen �t�ial to a will be determined by the f er la. teyvoan• >rldat n and the "oft' float". The ditfereut ia>, in th e e evela of the Tht pumping rang , ose of the 2 tn. siniisaW. is to avoid false starts due to p uur P turbulence. Sincerely, Stuart P. )'atl:ke g4 j�h1»leatrop tivoe for >I;Ysteae E (External Weight) Oetermine actlyetlon level. ,Suspend. externally weighted Sensor Float con- trol Switch 4" below determined activation level. ' :. (See. Illustration). j. Wire Sensor . Float cable. directly Into. control .. panel, • , MD DM NORMALLY OACN SPX50/SPX5OH SPX50 - 2' SPX5OH - 3/4' SPX50 80 lbs. SPX5OH 77 lbs. SPX50 2' NPT SPX5OH 1-1/2' NPT Interinittent Oil flash pt. 390°F (199°C) 60liz Bimetallic Max. water 140°F (60°C) Solids Handling Unit Weight Power Cord Motor Housing Pump Casting Coolant/Lubricant Shaft Mechanical Shaft Seal impeller Upper Bearing Lower Bearing Fasteners Cast iron ASTM-48, 76 Cast Iron ASTM-48, 76 . Dielectric oil 416 stainless steel Dual: carbon/ceramic Type 21 BF1C1 HYDROMATIC° Type SOW/SOW-A, water-resistant, 15' 14/4 600V, 60°C, Cm/UL approved Recessed, cast Iron class 20 A-48-62 Ball radial 6203 Ball thrust 6306 316 stainless steel Superior Features • 011 motor for maximum heat dissipation and Constant bearing lubrication • Recessed impeller reduces radial bearing loads, Increases bearing life • High-torque capacitor start, single-phase motor for assured starting under heavy load • • On winding heat sensors will stop motor in case of overheating to prevent costly motor damage Performance 40 35 30 25 20 I Package Systems Available Hydra SPX50/SPX5OH Is recommended to be sold/ Used with HYdromatic's 913 listed control panel. Starting component included in panel. SPUN' 0 US GPM 20 30 40 50 60 70 80 90 100 • qu _ 35 . 30 25- ; 20 ' 1 . SPXSOH -7.................... *taT'TIPXSO Sb 4 pn 0 US GPM 20" , 30 40 50 . 60 70 80 90 10 • Li - It . • . • • . i • . ;.. Performance %fru - 6 c-A 3 TD4 e_ / TD7I 3 4 4.0 • 4 MODEL 114 ALARM PACKAGE 0 = selectoptionsor no alarm acka package 1 = alarm package (includes test/normal /silence switch, fuse, red light, horn & float) ENCLOSURE RATING I 131 W =Weatherproof, NEMA 4X(engineered thermoplastic) STARTING DEVICE H 1 = magnetic motor contactor 120 /208/240V 9 = magnetic motor contactor 120V only PUMP FULL LOAD AMPS 0 = 0 -7 FLA 1 = 7 -15 FLA 2 = 15 -20 FLA 3 = 20 -30 FLA 4 = 30 -40 FLA PUMP DISCONNECTS R 0 = no pump disconnect 4 = circuit breaker 120V (select STARTING DEVICE option 9 above) ' 120/208/240V (select STARTING DEVICE option 1 above) FLOAT SWITCH APPLICATION e HorL= pumpdownorpumpup X = no floats WITH alarm package WITHOUTalarm package OPTIONS Listed below CODE 1A 0 1C Q 1E 0 3A Q 3B 3C 0 3D 0 4A 4B 4D 0 5A Q 5E Q 5M Q 8A 6G Q 8A Q 8C Q 9_A SA MPL 114 DESCRIPTION W I orlalfeahms iotirrktatli'h actb orti irb $ottx E Red beacon only / no audio (must select 1E if floats included) Horn only / no visual (must select 1E if floats Included) Alarm float Alarm flasher Manual alarm reset Red high / low indicator light & alarm activation (4A not needed) Float for low indicator (must select option 3C) Low -level cutout (select option 4D if floats Included, 3C not needed) Red low -level indicator & alarm (must select 4A also) Low -level float Thermal cutout/heat sensor auto reset (for pumps with thermal switch leads) Seal failure circuit & red indicator (2 wire) Seal fall alarm activation (must selection option 5E) • Auxiliary alarm contact, form C Auxiliary contact, dry. seal tall, normally open (must select option 5E) Elapsed time meter Event (cycle) counter Overload protection specify amperage after number 9 followed by letter A' (Ex. 912A /2 amp pump) CODE Q 10A 0 10E 10F 10K Q 11C Q 11D Q 12B Q 12C Q 14B 0 Q 16A Q 16B Q 16C Q 16D 17C 17D 170 17H Q 19T Q 1911 Q 19X DESCRIPTION 0-25 FLA 25-40 FLA Clear inner swing -out door w /dead front (lights and switches mounted on inner door) Lockable latch Lightning arrester Anti- condensation heater NEMA 1 alarm panel (must select option 6A) NEMA 4X alarm panel (must select option 8A) Motor start components supplied by customer, mounted by SJE-Rhombus (18 x 16 enclosure upgrade) Motor start components mounted and supplied by SJE- Rhombus (18 x 18 enclosure upgrade) Disconnect (rotary style, mounted through door, non -fused 0-20 FLA 20-40 FLA 10' cord in lieu of 20' (per float) 15' cord in, lieu of 20' (per float) 30' cord in lieu of 20' (per float) 40' cord in lieu of 20' (per float) Sensor Float* / internally weighted • (per float) Sensor Float* / externally weighted • (per float) MIIIIAmpMaster "/ pipe clamp • (per float) MilliAmpMaster " / externally weighted • (per float) TOA (Test/Off /Automatic) switch and pump run light through door mounted HOA (Hand/Off /Automatic) switch and pump run light through door mounted Door mounted pump run indicator • Mechanically- activated ♦ Mercury- activated MODEL 1 114 I 1 I I i I I 9 II 1 II 4 I I H I I 912A I Alarm Package Enclosure Rating Starting Device Pump Full Load Amps Pump Disconnect Float Switch Application Options: Pump Overloads tSSJE- Rhombus Printed In USA 11/07 Single phase, simplex pump control with Intrinsically safe circuits. The Model 114 control panel is designed for applications requiring intrinsically safe float circuits or other circuit extensions. This panel will control one 120, 208, or 240 VAC single phase pump. Two control switches activate a magnetic motor contactor to turn the pump on and off. If an alarm condition occurs, an additional alarm switch activates the audio /visual alarm system. Common applications include pump chambers, lift stations, or other installations classified as hazardous locations requiring intrinsically safe circuits. 1. Enclosure measures 16 x 14 x 6 inches (40.64 x 35.56 x 15.24 cm) NEMA 4X (ultraviolet stabilized thermoplastic with removable mounting feet for outdoor or indoor use). 2. Intrinsically Safe Module limits the amount of energy to switches preventing ignition of flammable gases. 3. Intrinsically Safe Partition isolates the intriniscally safe wiring. 4. IEC Motor Contactor controls pump by switching electrical lines. 5. HOA Switch for manual pump control (mounted on circuit board). 6. Green Pump Run Indicator Light (mounted on circuit board). 7. Alarm Fuse (mounted on circuit board). 8. Control Fuse (mounted on circuit board). 9. Control Power Indicator Light (mounted on circuit board). 10. Alarm Power Indicator Light (mounted on circuit board). 11. Input Power Terminal Block 12. Ground Lugs 13. Circuit Breaker (optional) provides pump disconnect and branch circuit protection. 14. Overload Relay (optional) provides thermal overload protection for pump. NOTE: Schematic/Wiring Diagram is located inside the panel on enclosure cover. SEE BACKSIDE FOR COMPLETE LISTING OF AVAILABLE OPTIONS. Model Shown 1141W114X STANDARD ALARM PACKAGE 15. Red Alarm Beacon provides 360° visual check of alarm condition. 16. Alarm Horn provides audio warning of alarm condition (83 to 85 decibel rating). 17. Exterior Alarm Test /Normal /Silence Switch allows horn and light to be tested and horn to be silenced in an alarm condition. Alarm automatically resets once alarm condition is cleared. 18. Horn Silence Relay (mounted on circuit board). NOTE: other options available. • Industrial control panel is UL Listed relating to hazardous locations with intrinsically safe circuit extenstions j Standard package includes three 20' Sensor Float!' control switches II Complete with step -by -step installation instructions II Three -year limited warranty LISTED S Rh mbus. PO Box 1708, Detroit Lakes, MN 56502 1- 888 - DIAL -SJE • 1- 218 - 847 -1317 1- 218 -847 -4617 Fax email: sje @sjerhombus.com www.sjerhombus.com N Terry A. Nettles, P.E. � b I Consulting Engineer 6625 Wagner Way #206 Gig Harbor WA 98335 VOICE & FAX (253) 858 -7777 Project Y) T W OMAN Sheet � or K tzriTAVIZAsIT F.00g. IEVISI Job No. 2 ?055 Subject Date 4/13i/07 fRoJtPE UN L -rk- e,ce rog. rt- VMI,IIJGA , c, t c?to1 piano iioaJ PtFfeneNcQ Of ' 11 k 6 /1Mo 4 r pew r LoI t� ps� FILE COPY W _ 4 11I*4( I pl-e /deep Z JeisT' c Iro 0•c, b I Zip lti" M,. _ 4 r6 : 154270) = gbao l S w _q194)(61 i7th _ nip" --EP ivy ) g4(I•Ce re)?o.Ff NG RECEIVED CITY OF TUKWItA JUN 1 ?nn7 PERUVjIT CENTER 1 WM& 4-407 CORRECTION LThit 14, � � ® N N Terry A. Nettles. P.E. ® I Consulting Engineer AIM 6625 Wapner Way 8208 618 Harbot WA 98335 VOICE & FAX (253) 858 -7777 Project 9e bneei i- of Job No. Subject Date 4113 'in? NOTES: 1. Existing concrete floor and foundation system 2. New 2x4 preservative treated mudsill plates layout per plan 3. Mudsill anchor with 3 /8 "rp x 4" Rawl -Stud expansion anchors or similar spaced at no greater than 6-ft on center with one anchor within 6- inches of each end of each plate piece. 4. Simpson L 30 at 4-ft o.c. to connect ledger to plate, typical 5. 4x6 #2 Hem-fir ledger (beam) on mudsills to make -up cavity depth space 6. Shim final height for new floor joists using one solid piece of plywood or strand board stock cut to size and nailed to ledger with 8d CO 12" o.c., typical 7. New 2x6 #2 HF preservat treated ledger attached to face of all existing perimeter concrete faces 8. Use a' /2 "4 x 4" Rawl -Stud expansion anchors or similar, alternate top and bottom at 15" o.c. with 2" edge distance to attach rim joist/ledger to concrete faces, typical 9. New 2x6 #2 HF floor joists spaced at 16" o.c. and toe nail to plates with two 10d 10. Provide 2x6 blocking between joists over ledgers, typical 11. Provide a 23 /32" tongue and grooved APA rated Sturdi -I Floor panel sheathing set to a finished elevation as required to exactly match the level required to allow final finished floor toppings to align with existing abutting floor surfaces. Attach to joists with 10d @ 6" o.c. using a 'A panel length stagger in the layup 12. For the deepened crawl space area construct 2x4 @ 16" o.c. cripple walls where ledgers are indicated on the plans. 13. Use a double 2x4 top plate on the cripple wall 14. Existing exterior framed wall of building where occurs 15. Existing gypsum wallboard sheathing to be neatly cut away in line with finished floor height to permit attachment of new perimeter (ledger) rim joist 16. Install 2x6 rim joist attached at each existing joist with (3) 16d 17. Attach new floor joists to ledger with Simpson LU26 FAN Terry A. Nettles, P.E. .�� Consulting Engineer 6625 Wagner Way 41208 Gig Harbor WA 98335 VOICE & FAX (253) 858-7777 Project P W L- Sheet Job No. 2705 Subject Date ¢/i /e57 Note: Coordinate the required layout direction and elevations all of the required underfloor mechanicals and plumbing to assure that no structural components of the new framed floor system are detrimentally interrupted. The ledger beams and mudsilis may be cut -away at those locations where required to permit passage of plumbing and mechanical. 6X6 P STl TY DININ Cb-EL. -1 6X6 POSIT B i DWIN Location Description Mowed Watts per ft or per If Area in ft (or If for perimeter) Mowed Watts x ft (or x If) Covered Parking (standard paint) // tt /,V 2 02 W/ft Covered Parking (reflective paint) ECEIVEM 0.3 Wlfl2 IIII Open Parking 'fl Y , F TU K'M " 02 W/ft 31 Outdoor Areas JUN 1 6 2017 . 02 Wm C O R R C T 1 O N Bldg. (by facade) :41T (Ft TER 0.25 LT R # Bldg. (by Pew) r C ;: wnf2 Location Fixture Description Number of Fixtures Watts/ Fixture • Watts Proposed -. . Allowed x Area .lJ,. eW. • P f IIII ....? Location (floor /room no.) Occupancy Description Wats Allowed a,, per ft CtF � !► �s u► .... -. . Allowed x Area .lJ,. eW. • AUG 31 Location (floor /room no.) Fixture Description Number of , Fixtures Watts/ Fixture Watts Proposed .lJ,. eW. • 'CITY OF TUKWILA - BUILDING DIVISION 2003 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG -SUM 2003 Wastrnaoon State Nonsddentiv Energy code Compliance forms Project Info Project Address , / w. V/4 ey -r WWyl a kr VA' �w� Applicant Name: kr f A d- 1 Date For Building Department Use Applicant Address: 6 140 S. D a'Pe t- �L� "' � '` tT'?`_ Applicant Phone: q PI- Project Descri ption ❑ New Building ❑Addition f°t Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls apd commissioning requirements. (Compliance Option 0 Prescriptive 0 lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) 0 No changes are being made to the lighting Maximum Allowed Lighting Wattage (Intenor Maximum Allowed Lighting Wattage (Exterior F3 Less than 60% of the fixtures are new, and lust Jerattag ad E EiaVED FOR Total Proposed Watts may not exceed Total Mowed Watts for Interior Total Proposed Watts may flpt'exceed Total Allowed Watts for Exterior Y " From Table 15-1 (over) - document all exceptions on form LTG -LPA Notes: 1. Use manufacturer's listed maximum n default table in the NREC Technical R 2. Include exit lights unless less than 5 watts per fixture. Proposed Lighting Wattage (Interib *t all fixtures. For exempt lighting, not exception and leave Watts/Fixture blank. TO"; Total Proposed Watts 0 Revised J,ly2004 ly, the Use mtgr listed maximum input wattage. 1-or fixtures with hard-nnflrea oases's only, Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watt Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. Total proposed Watts No. OCCUPANCY DESCRIPTION ALLOWED Wattage per sf AREA In sf Allowed X Area 101 LOBBY 0.8 230 SF 0.8 X 230 = 184 101A VEST 0.8 100 SF 0.8X100 =80 101B CASHER 1.2 100 SF 1.2 X 100 =120 101C CORRIDOR 0.8 273 SF 0.8 X 273 = 219 101D CLOSET 0.8 50 SF 0.8 X 50=40 102 DINING 1.8 1,700 SF 1.8 X 1,700 = 3,080 103 DINING 1 1,900 SF 1 X 1,900 = 1,900 104 WAITING 1 300 SF 1 X 300=300 105 BAR 1 700 SF 1 X 700=700 108 BANQUET 1 340 SF 1 X 340 = 340 107 SUSHI BAR 1 400 SF 1 X 400 = 400 108 KITCHEN 1 1,790 SF 1 X 1,700 = 1,700 108A WALK -IN COOLER 0.8 100 SF 0.8X 0.8X100=80 108B REST ROOM 0.8 50 SF 0.8 X 50 = 40 108C STORAGE 0.8 80 SF 0.8X80=48 109 OFFICE 1.2 250 SF 1 X 300 = 300 110 MEN 0.8 170 SF 0.8 X 170 = 138 111 WOMEN 0.8 170 SF 0.8 X 170 = 138 Total Allowed Watts 10,083 No. FIXTURE DESCRIPTION NUM OF FIXTURE WATTS/ FIXTURE WATTS PROPOSED 101 RECESSED INCANDESCENT 2 25 2 X 25 = 50 101A RECESSED INCANDESCENT 2 25 2 X 25=50 1016 RECESSED INCANDESCENT 4 25 4 X 25 =100 101C RECESSED INCANDESCENT 4 25 4 X 25 =100 101D RECESSED INCANDESCENT 1 25 1 X 25 = 25 102 CEILING HUNG /RECESSED INCANDESCENT 40 80 40 X 80 = 2,400 103 RECESSED INCANDESCENT 34 25 34X 34X25=850 104 RECESSED INCANDESCENT 8 25 8X 8X25=200 105 RECESSED INCANDESCENT 18 25 18 X 25 = 400 108 RECESSED INCANDESCENT 10 25 10 X 25 = 250 107 RECESSED INCANDESCENT 20 25 20 X 25 = 500 108 2X4 FLOURESCENT . 8 80 8 X 60 = 480 108A RECESSED INCANDESCENT 1 25 1 X 25 = 25 108B RECESSED INCANDESCENT 1 25 1 X 25 = 25 108C RECESSED INCANDESCENT 1 25 1 X 25 = 25 109 RECESSED INCANDESCENT 4 30 4 X 30 = 120 110 RECESSED INCANDESCENT 8 25 8 X 25=200 111 RECESSED INCANDESCENT 10 25 10 X 25 = 250 Total Allowed Watts 8,150 MAXIMUM ALLOWED LIGHTING WATTAGE (INTERIOR) PROPOSED LIGHTING WATTAGE (INTERIOR) 11 -03 -2008 KI NAM 29605 MILITARY RD S FEDERAL WAY WA 98003 RE: Permit No. D07 -055 15901 WEST VALLEY HY 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 wrltinR 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 12/16/2008 , 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, Li Permit Technician xc: Permit File No. D07 -055 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 . I April 17, 2008 Choon Lee 15901 West Valley Hy Tukwila, WA 98188 RE: CORRECTION LETTER #3 to REVISION #1 Development Permit Application Number D07 -055 0 Sushi —15901 West Valley Hy Dear Mr. Lee, 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 person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Brenda Holt Permit Coordinator encl File No. D07 -055 City of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center \Correction Letters\2007\D07 -055 Corr Ltr #3 to Rev # 1.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: PROJECT: PERMIT NO: PLAN REVIEWER: (P:Joanna Comments 2 D07 -055 August 8, 2007 PUBLIC WORKS DEPARTMENT COMMENTS O Sushi Restaurant 15901 West valley Hwy D07 -055 Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Per meeting with Mr. K. Nam it was agreed that backflow deficiencies, spelled out in Public Works comment letter for D07 -166 permit, shall be addressed as part of this permit application. Nothing was received addressing backflow deficiencies. DATE: PROJECT: PERMIT NO: P: joanna/comments 2 D07 -055 April 15, 2008 O Sushi Restaurant 15901 West Valley Hwy PUBLIC WORKS DEPARTMENT COMMENTS D07 - 055 (revision submittal dated April 10, 2008) PLAN REVIEWER: \� Contact Joanna Spencer (206) 431 - 2440 if you have any questions \ regarding the following comments. 1) Plans, Pump Capacity/Force Main Calculations and pump cut sheet do not match. Plans and report calls for 2 HP pump, however pump cut sheet shows a % HP pump. See attached April 14, 2008 Public Works fax addressed to your engineer. MEMORY TRANSMISSION REPORT FILE NO. : 812 DATE : 04.14 10:13 TO : 8 9 *- 2538626763 DOCUMENT PAGES : 1 START TIME : 04.14 10:13 END TIME : 04.14 10:14 PAGES SENT 1 STATUS OK * ** * ** SUCCESSFUL TX NOTICE TIME :04- 14 -'08 10:14 FAX NO.1 :2064313665 NAME :publicworks /dcd 1. Design. flows are based on proposed seating capacity and anticipated now per seat based on EPA. design Manual " Onsite Wastewater Tteatsneat and Disposal Systems ". 2. The pump station shall bo a precast concrete tank. External dimensions a 67" W x 98•• L x 72" H. Model Bruner 1 -1200 gallon concrete pump tank by N.W. Cascade, Inc. Loll 3. The pump station shall provide 24 -hour storage volume and the pump operate a Ca riunimum three cycles / 24 -hour a day. 4. A ealnirt" „2 ea cleansing velocity will'be provided is all pressure pipelines. IS Z 5. The pu is#P a ,:stnatic submersible solids handling pump model SP7G5O. 1750 RPM. estimated daily wastewater flow — estime 25meals/ hours x 2.6 and/meal x (`aleworstts P ?CS O /SP> SOr l 4 411i1e , l . los olYA oaf sump fiM t �ge p .i...,.._ r F �ciiiinli_Ipyl; oD mina l{'d}sstrf4l.uile • ECEIVED APR 1 0 7005 TUKWILA S AvanseSIUBLJC WORK Hydlomatle SPX5O /S0X5OH is recommended to be sold/. seed with Hydeometle a 913 listed control panel. Starling components Included In panel. EVISION NO. . L April 4, 2008 Choon Lee 15901 West Valley Hy Tukwila, WA 98188 RE: CORRECTION LETTER #2 to REVISION #1 Development Permit Application Number D07 -055 0 Sushi —15901 West Valley Hy Dear Mr. Lee, 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 person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Sin cerely, renda Holt Permit Coordinator encl File No. D07 -055 City of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\Correction Letters\2007\D07 -055 Corr Ltr #2 to Rev #I.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: March 31, 2008 PROJECT: 0 Sushi Restaurant 15901 West Valley Hwy PERMIT NO: D07 -055 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Plans and report don't match the proposed explosion proof sump pump you plan to install. See attached. P: joanna/comments 1 D07 -055 PUBLIC WORKS DEPARTMENT COMMENTS QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for 1 100,000, PLUS $ 13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME V St.us k I If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water J I — 100 Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 4 3 C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C +D) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards I PERMIT# j0 '(SS Use the following table to estimate the grading plan review and permit fee. xcavation and fill volumes. GRADING Plan Review and Permit Fees $250 (1) $ ( TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4 +5) $ 1 13.0 v The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up renew associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2006 1 (4) 1 .--- h ----- t — '#61: - . ......4■1 311 ii p, SNIAOM °nnd . i • i I i .N0401 1 14) .. ..Ylitoini. . -• ...". 7 .----'-••• ' ..y • ; • ••••••/:002 z inr --- ...._ +....J...............,_t 7 ........... • •• • ..... 1 INifiti.. t . -77 I . —1-...i I -. 1 — I-: -- I-- -I dElA133311 we5 • (•44 f.9 —J II.• •:•)• IT/L..0.. ."‘C.1..115,1 .1.4T../.) i .. . I rnir)Pil : L ,1 • . I I : ' . . •". • . ..I • ... .. " ...". .. " •• i ...' ••• ...... U.."' .."... ..'.''. ' ......"....... .i Meproliammow • ■ i I I 7 1 —1— —1— It .1; . ' ._ ........ . ...... 1 1 1 I ! ...... .. .... ! .. .. .•..... ',.....*-..... •i ...... !_•..........._ 1_4.._ _•,..... i , . 9-). 45 I% ii .• . , ! , , 1 ' i PS/ Krfi .-05iii."146:IgY17.f51) i lir I i . - Tr4(S . P,iiiiit . 4)1 -1 4 ---" .......] ....... . ... ............... 1 .......1.... . .............., ' • 4 .I. • I , • ' '4137 ..... re t - Cit• di i lalev1 1.3i• t-,? 4- .... ,_.. _._ .._ ...... .:....._.1..... -+-- 1 — • 1 ; ___.,1•-. 1 i , , yii I I 1 • t 1 •.: i. - . , .., .. i . : : ' II' -." ll'i Ili.' . , . V/ IP t , " A . r4; x !;t:i;/7. ', .)1. _ 1,f 1 t i i ! I i I I___ . .-_...1...-.,—....1., - .. ....i -- -- -"-- ATTI 1 .— r - r — r -- 1 -- i --- ii --. ...----:-- •V•Vc50 : . .• •- • •• T.... • 1••••■ • I I V 1 , -05. - !O- trip _ ._, ,........ ....L... • I I -d.-- ..--.1 • • i -* - --- - I - 1 1 1 r 1 ! ••••"'"I'''' 1 i I _ _.1 , ____i_ - ,-1- 1 - .....:., ...7. 7 i -.L ; -............ I 7.,...t....... i , 1 ivo. riTTv 0 -- 1 - i -- .- -_: 1 1L_ i . i ; • 1 . 1 . . 1 . - •:" 1 -- .1--H-. 1 1 --- ,..._ ••• 1 44••••• •1•••••... I li t • 4.• I , oi,t/e) , • . ; 1:;11 •-• ••• .• .• • •••••••••• •• 1■••-•• •••■ IP • • • 4111 • •••••••■ ems •••• 4.4 - .I___. -•+-• -• • j•-••••••••• ir rtOl *-7 • I • L. February 27, 2008 Ki Nam 29605 Military Road S Federal Way, WA 98003 RE: CORRECTION LETTER #1 to REVISION #1 Development Permit Application Number D07 -055 0 Sushi —15901 West Valley Hy Dear Mr. Nam, 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 person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. S" cerely, Brenda Ho t Permit Coordinator encl File No. D07 -055 City of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\Correction Letters V007007-055 Corr Ltr #1 to Rev #1.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: February 25, 2008 PUBLIC WORKS DEPARTMENT COMMENTS PROJECT: 0 SUSHI RESTAURANT (Revision #1) 15901 W Valley Hwy PERMIT NO: D07 -055 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Proposed pump shall be classified as Class 1 Division 1 nonincendendive (explosion proof) equipment, wiring and controls. Please submit appropriate pump specs /cut sheet. 2) Provide callout on Lift Station Detail what supports 1 -1/4" PVC forcemain. P: joanna/comments I D07 -055 Adr ARCH/TEC INTERNATIONAL 7/24/07 Building Department Plan Reviewer Permit #D07 -055 Project name : 0 SUSHI RESTAURANT Project Address: 15901 WEST VALLEY HWY. Re: Responding to the letter dated 7/2/07 I revised plans per requirements based upon the letter dated dated 7/2/07 Following items have been complied and revised. 1. We made out side landing and ramp to conc. Walk way : Refer to 1/A1.1 2. since ramp is outside it is not counted as inside travel : Refer to 1/A1.1 3. We revised the A4.0 to show all emergency lighting and sign : Refer to 1/A4 Health approval has been included : refer to the attachment Public work comments have been provided : refer to the attachment RECE!VED CM! KWILA JUL 2 4 ?fl07 29605 Military Road South FEDERAL WAY WA 98003 TEL-253-219-5943 FAX:253946.2855 CORRECTION '.TR# 2 OCC 07 -02 -2007 KI NAM 29605 MILITARY RD S FEDERAL WAY WA 98003 RE: Permit Application No. D07 -055 15901 WEST VALLEY HY TUKW Dear Permit Applicant: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current permit application files, it appears that your permit application applied for on 02/20/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 08/19/2007 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 08/19/2007. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: fifer Marshall it Technician Permit File No. D07 -055 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 July 2, 2007 Ki Nam 29605 Military Rd S Federal Way, WA 98003 RE: CORRECTION LETTER #2 Development Permit Application Number D07 -055 0 Sushi Restaurant —15901 West Valley Hy Dear Ki Nam, This letter is to inform you of corrections that must be addressed before your development permits) 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 messenzer service If you have any questions, please contact me at (206) 433 -7165. Sincerely, encl File No. D07 -055 Ak rshall ician P:\Pemut Center\Correction Letters \2007\1307-055 Correction Lir #2.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 Building Division Review Memo Date: June 27, 2007 Project Name: 0 SUSHI RESTAURANT Permit #: D07 -055 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The revised plan shows a new ramp. The ramp does not meet the accessible code where there shall be a minimum 60 inch square landing at each change of direction. Please provide construction details with cross sections to show how ramp is to be constructed. Identify ramp slope and total rise of the ramp. (ICC/ANSI -A117 405.3, 405.4, 405.5, 405.6, IBC SECTION 1010) 2. In addition to item 1) length of the ramp shall be induded in the common path of egress travel distance. Please revise travel distance to be consistent with the distance in the ramp. (IBC 1015.1) 3. Emergency lighting, common path of emergency egress lighting shall be shown on a reflective ceiling or floor plan. Please provide an emergency lighting plan. (IBC Section 1006, Section 1011, 1013.1, 1013.2, 1013.3 and1013.4) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: June 27, 2007 PUBLIC WORKS DEPARTMENT COMMENTS PROJECT: 0 Sushi Restaurant 15901 West valley Hwy PERMIT NO: D07 - 055 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please submit items requested in June 26, 2007 Public Works fax addressed to Mr. Ki Nam, permit applicant: construction cost estimate for grease interceptor installation plus associated sanitary sewer work outside the building and grease interceptor buoyancy calculations. (P:Joanna Comments 1 D07 -055) ARCH IN ERNAT I fNA.1...< 6/19/07 Building Department Plan Reviewer Permit #D07 -055 Project name : 0 SUSHI RESTAURANT Project Address: 15901 WEST VALLEY HWY. Re: Responding to the letter dated 3/7/07 I revised plans per requirements based upon the letter dated dated 3/7/07 Following items have been complied and revised. 1. We revise the description R -1 to (A-2) : Refer to Al 2. We provide an emergency egress pan showing exits, common path and emergency path lighting : Refer to 2/A3,1/A4 3. We show dimension of egress distance from each area not exceed required distance : Refer to 2/A3 4. We separated these structure issues and approved refer to D07 -166 5. We provide a lighting summary : Refer to Attachment 6. We revise the roof plan, hood section and details, calculation : Refer to 6,7,8,9,10/A4 7. We will apply a separate mechanical permit. 8. We correct key notes and bugs : Refer to A2,A3. 9. We provide an additional details for ceiling details : Refer to 2,3,4,5/A4 10. We provide an engineer's report this issue also has been resolved : Refer toD07 -166 11. We revise general notes and add occupancy load cats : Refer to Al,A2 We provide a grease interceptor plan and details KI NAM RA, AIA 29605 Military Road South FEDERAL WAY WA 98003 TEL:253-219-5943 FAX:253- 946 -2855 CORRECTION LTR# 4 March 7, 2007 Ki Nam 29605 Military Rd S Federal Way, WA 98003 Dear Ki Nam, Sincerely VIA encl File No. D07 -055 City of Tukwila RE: CORRECTION LETTER #1 Development Permit Application Number D07 -055 Choon Bok Lee —15901 West Valley Hy If you have any questions, please contact me at (206) 433 -7165. A,4 shall ician P:Uennifer\Correction Letters 120071D07-055 Correction Ltr #1.DOC jem Public Works Department: Mike Cusick, at 206 431 -2441, if you have questions regarding the attached memo. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Building and Planning Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: March 5, 2007 Project Name: Choon Bok Lee Permit #: D07 -055 Plan Review: Alien Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. T. I. Description indicates R -1 occupancy. Revise the T. I. description to show restaurant qualifies as (A-2) occupancy. 2. Provide an emergency egress plan that identifies the required emergency exits, common path of egress, emergency pathway lighting. Provide documentation on the plan notes relative to the project to indicate all emergency lighting requirements. (IBC Section 1006, Section 1011, 1013.1, 1013.2, 1013.3 and1013.4) 3. Additional exit shall be required at the southeast portion of the dining room where common path of travel exceeds 75 feet In addition egress layout shall not pass thru intervening spaces. Please show provisions for an additional exit to meet egress requirements. (IBC1008.1.2, 1008.1.7, 1013.2. Section 1023) 4. Plans show two or more lower floor systems filled in to create a single floor level. Please provide additional structural details that show the structural framing for the raised floor system. The floor system design shall be consistent with the existing building's construction and comply with current building codes for unusable spaces, horizontal assemblies and penetrations. The plan shall identify all fire draft stops and separations for the floor system. Floor design shall be an engineered design to meet seismic and structural loads expected for that occupancy. (IBC Section 711, 712, 713, 714 & Section 1604) 5. Provide a lighting summary sheet for the T. I. to show buildings lighting allowance shall comply with current energy code. (2004 WSEC) 6. Additional information shall be required for the mechanical equipment Provide a plan view to show how mechanical equipment shall be arranged on the roof as well as in the building. Plan shall also identify existing HVAC, kitchen hoods and other relative building components that identify dearances for mechanical ducts and vents. Provide details for duct shafts to the roof with the required clearances to combustible framing. In addition the exhaust duct outlet shall be a minimum 40 inches above the roof surface (plan shows 36 ") and terminate no less than 10 feet from adjacent, parts of the same or contiguous buildings, air intake openings or property lines. Provide all mechanical equipment specifications and provide calculations that show exhaust and return air meet mechanical code and Washington State Energy Code. A separate Type I mechanical permit shall be required. (2004 WSEC, IMC 506.3.6, 506.3.12.1, IMC 506.3.12.3) 7. In addition to item 6) a separate plumbing, gas piping and HVAC mechanical permit shall be required. 8. Please review reference keys to accurately reference Equipment List and Demolition Notes. 9. Provide additional details and notes for the suspended ceiling that meet current ASCE Standards 9.6.2.6.2.2. for suspended ceilings. Suspended ceilings shall require a 2" enclosure angle or show an alternate approved designed method. 10. The plans show a number of Sheer Walls to remain. The plan indicates some interior walls to be removed. Provide an engineer's report with revised plans that identifies all sheer walls and structural building components; to verify the removal of other interior walls shall not affect the structural and seismic integrity of the building. 11. Please provide general notes the reference current building codes and project summary. Provide notes pertaining to posting occupancy load and indicate location. (IBC 1004.3) Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. DATE: March 2, 2007 PROJECT: Choon Bok Lee 15901 West Valley Hwy PERMIT NO: D07 -055 REVIEW NO: 1 PLAN REVIEWER: Contact Mike Cusick (206) 431 -2441 if you have any questions regarding the following comments. PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards 1) The plans need to address the grease interceptor for the commercial kitchen per City of Tukwila Standards. The dishwasher cannot be connected to the grease interceptor. See Standard Detail SS- 14 (attached). 2) The existing 3" Reduced Pressure Principle Assembly (RPPA) in the basement of the building is not allowed in this location. It is required to have positive drainage away from it, and this basement is subject to flooding. The RPPA needs to be relocated outside the building above finish grade so as to have positive drainage away from the RPPA. (P:Laurie Permit/Comments /Comments 1 D07 -055) CLEAR ACCESS OPENINGS �f, 1 ti',• I n %7• fa _ '�: _. .", A a I I SWAMI i 3 `11M51:? I -= NOTES: INLET 1 ' \ Jaica air L d 1 iiis i*M"M 1 - - - 1 •• - 1 , k* i IN si MII � ■ IM�I♦ ■ "IIII � _ i _ ' te r __ it I VENT PIPES CONCRETE GROUT ALL AROUND BOTH SIDES 2/3 LENGTH PLAN VIEW ADJUST TO GRADE SLOT BOTH SIDES 113 LENGTH 24" DIA. LOCKING FRAME & COVER AIR & GAS TIGHT 3 PLCS (2 PLCS ON 577 •GA) OUTLET • City of Tukwila GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE SHEET: SS -14 REVISION 11: 08.03 LAST REVISION: 08.04 APPROVAL: B. SHELTON SECTION A-A 1. REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4500 PSI 3. REBAR: ASTM A-615 GRADE 60. 4. MESH: ASTM A -185 GRADE 65. 4. DESIGN: ACI- 318-83 BUIILDING CODE ASTM C -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES ". 5. LOADS: H -20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. SIZING CHART DESIGN - FORMULA: Number Of Meals x Waste Flow x Retention x Storage = Capacity Per Peak Hours Rate Time Factor In Gallons GALLON CAPACITY UV CO. MODEL A DIM "A• DIM "B" DIM "C" DIM "D" WATER DEPTH DIM -E- 1000 4484 -GA 9'4" 5'4" 1250 4484 -GA s -C " 812-GA 12'4" 6'4" r -r 4'2" 3' -10" r2" 5'2" 4'-10" 1500 5106 -GA 11'2" 5 '4" r-2" 4 4'4" 1750 5146 -GA 11 -2" 5 r2" 4' -11" 4 '-r 2000 6'4" 4' -7" 3' -10" 2500 612-GA 12'-8" 6'-8" 6'-0" 5'-6" 4'4" 2750 612-GA 12'-6" 6'4" 8'4" 6'4" 5'4" 3000 712-GA 13'-1" 5'4" 4 ' -r 4000 712-GA 13' -1" 8'4" 6' -r 6'4" 6' -1" 5000 818-GA 19' -11" 9' -11" 8' 6%2" 6000 1 9' -11" 10'-5 7'2" 5'4" NOT TO SCALE ACTIVITY NUMBER: D07 -055 DATE: 06 -11 -08 PROJECT NAME: 0 SUSHI RESTAURANT SITE ADDRESS: 15901 WEST VALLEY HY Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 2 after Permit Issued DE 'ARTM NTS: 1 l �1 ,1I Bui sion Public Works Complete Wi Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY 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: DATE: DATE: Planning Division ❑ Permit Coordinator C DUE DATE: 06-1 7-08 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: 07-15-08 Approved Approved with Conditions 111 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -055 DATE: 04 -17 -08 PROJECT NAME: 0 SUSHI RESTAURANT SITE ADDRESS: 15901 WEST VALLEY HY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 3 X Revision # 1 After Permit Issued DEPARTMENTS: Building Division ❑ Pu•1 Works (> 4 v72 ,05 Complete i TERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n ❑ Permit Coordinator ❑ DUE DATE: 04-22 -08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: Planning Division DUE DATE: 05-20-08 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: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -055 DATE: 04 -09 -08 PROJECT NAME: 0 SUSHI SITE ADDRESS: 15901 WEST VALLEY HY Original Plan Submittal Response to Incomplete Letter # X Revision # 1 After Permit Issued X Response to Correction Letter # 2 DEPARTMENTS: Building Division ❑ Fire Prevention Public Works Structural 5 1 oMAJ,� -!S`oe) TERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route MI Structural Review Required REVIEWER'S INITIALS: ❑ Permit Coordinator ❑ DUE DATE: 04-10 -08 No further Review Required DATE: DUE DATE: 05-08-08 Approved Approved with Conditions ❑ Not Approved (attach comments) I� pP ❑ A P Notation: REVIEWER'S INITIALS: DATE: Planning Division Not Applicable n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW �] Staff Initials: ACTIVITY NUMBER: D07 -055 DATE: 03 -24 -08 PROJECT NAME: 0 SUSHI RESTAURANT SITE ADDRESS: 15901 WEST VALLEY HY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 After Permit Issued DEPARTMENTS: Building Division Complete Comments: Approved ❑ Notation: Documents/routing slip.doc 2 -28-02 PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: PERMIT COORD COPY Fire Prevention Public Work Structural (I I 3 'Or E ERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ ❑ Permit Coordinator ❑ DUE DATE: 03-25 -08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: DUE DATE: 04-22-08 Approved with Conditions ❑ Not Approved (attach comments) Z DATE: Planning Division ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Lt. tfob Staff Initials ACTIVITY NUMBER: D07 -055 PROJECT NAME: 0 SUSHI SITE ADDRESS: 15901 WEST VALLEY HY Original Plan Submittal Response to Correction Letter # DATE: 02 -07 -08 Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Building Division ❑ Public Wggr , rOb Structural ii 2- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: 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 COORCl COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Incomplete ❑ Approved with Conditions El Planning Division El ❑ Permit Coordinator ❑ DUE DATE: 02-12-08 Not Applicable ri No further Review Required DATE: DUE DATE: 03-11-08 Not Approved (attach comments) LJ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 2 -Z7 -- h Bldg ❑ Fire ❑ Ping ❑ PW E" Staff Initial PERMIT COORD CONY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D07-055 DATE: 07-24-07 PROJECT NAME: 0 SUSHI RESTAURANT SITE ADDRESS: 15901 WEST VALLEY HY Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 0 " Bu.i Division P blic Wor s Fire Prevention Structural D RMINATION OF COMPLETENESS: (Tues., Thurs.) Complete YA Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 DUE DATE: 07-26-07 n No further Review Required DATE: DATE: Planning Division Permit Coordinator n Not Applicable El E DUE DATE: 08-23-07 Approved 111 Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: DEPARTMENTS: i MAD( ion B g Dlvl Ion Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -055 DATE: 06 -18 -07 PROJECT NAME: 0 SUSHI RESTAURANT SITE ADDRESS: 15901 WEST VALLEY HY Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: Planning Division ❑ No further Review Required Permit Center Use Only CORRECTION LETTER MAILED: 0 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ] Staff Initials: Public o ks Structural ❑ Permit Coordinator ❑ DUE DATE: 06-19-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DUE DATE: 07 -17-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: DEPARTMENTS: ' 3 Buil''in Di v Division PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -055 DATE: 02 -20 -07 PROJECT NAME: CROON BOK LEE SITE ADDRESS: 15901 WEST VALLEY HY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued l > t Z1 Fire Prevention lilif P e- 1 DAM .efg - 2-01 Public Works Structural ❑ Permit Coordinator DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02-22-07 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY DATE: DATE: Planning Division M ❑ No further Review Required Bldg Fire ❑ Ping ❑ PW g] Staff Initials: �I DUE DATE: 03-22 -07 Not Approved (attach comments) d REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 2 CX ULtk ( 7 1,09) ��- Summary of Revision: t7 Ort f (A, til P Y�UCia tr Aitift ' OF eilliir PL. Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 2 CX ULtk ( 7 1,09) ��- Summary of Revision: /ff 1 owitow Vo/ry 17 tp 6 C t7 Ort f (A, til P Y�UCia tr Aitift ' OF eilliir PL. Received by: tr G Deb ( two Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 020140) C 7 1,09) ��- Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 020140) C 7 1,09) ��- Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 020140) C 7 1,09) ��- Summary of Revision: fr9 p ( Ntelz.e 1v It, ice/ GI, .01 Received by: AWN WV REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: . Received by: PROJECT NAME: 0 CO/M SITE ADDRESS: « I V KVL 1 REVISION LOG PERMIT NO: 1701 ORIGINAL ISSUE DATE: 01 /& ( ease prim ease prm ease prm ease pnn ease 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 : //wwww.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 67«/DC ❑ Response to Incomplete Letter # 'R Response to Correction Letter # D f% Revision # after Permit is Issued Revision requested by a City Build'. g Inspector • Plans Examiner Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Penn t Center by: t i( Entered in Permits Plus on ail L it `' lapplicationslfomu- applications on GneCevision submittal Created: 8-13-2004 Steven M Mullet, Mayor Steve Lancaster, Director Plan ChecWPermit Number: # a 0 X57 AECEItIED CITY nF rl IKW?LA JUN 11 2008 PERMIT CENTER Project Name: Project Address: /Pio f W e5 V � Contact Person: 1C1�'l Phone Number: 9 — 2jj 5 4 Summary of Revision: Date: 9 /i4/O 0 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 Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ���w� \appiicationslforms •applications on line revision submittal C ity of Tukwila Steven M Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. • Plan Check/Permit Number: t) O 7- c S ❑ Response to Incomplete Letter # Response to Correction Letter # RECEINEpp CV Revision # after Permit is Issued CITY OF TU ILl► ❑ Revision requested by a City Building Inspector or Plans Examiner APR 17 2008 Project Name: 0 .J tAs ReS +QciArt2+ Project Address: t e tO 1 W V AA Y Contact Person: M(ICL Aiti TN- Phone Number: 2 Z - 6 7c- 3 Su mary of Revision: -t( 'KJ at (AA,i- s j,e - IV 1 /2 1 P (122.44 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax etc. Date: Plan Check/Permit Number: J C'7 — 0 Response to Incomplete Letter # Response to Correction Letter # 4. Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: C � (,C St) &5hZ 1.44'a 1 Project Address: I S 90 1 . 1-( Contact Person: lE • a a Iv Phone Number: OS 3) 3 �� Surnmy of Revision. GA4/12 p C: CC ncc C : 't( 2 e-C vQ X vc34 O a C c.0 1 a1 P . Sheet Number(s): "Cloud" or highlight all areas of revision including date of r at the City of Tukwila Permit Center by: Entered in Permits Plus on C OI, /lb\ Steven M. Mullet, Mayor Steve Lancaster, Director R am•o� L APR 0 9 2008 �'EkMIT pENTER 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: jittp: //w w.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail; fax, etc. Date: Plan Check/Permit Number: Doi ( 05 - 5 ❑ Response to Incomplete Letter # CK Response to Correction Letter # 5 1 Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: O S L'( 5 it) I 1Z es . Project Address: 159 0 Vi VA-LLE I'1 1 Contact Person: (.(e , 6livo 1J Phone Number: Summary of Revision: . tr ,J O.0(4.1. Fovee wuu1._ LActr€c- 2", Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ( t gt Entered in Permits Plus on -app cs on uuVevrs on m Steven M. Mullet, Mayor Steve Lancaster, Director CITY RED VET C OF 1 11K,Wil A MAR 24 ?Clijo ( -253) 3 - g 9 bsse C ity of Tukwila Steven M. Mullet, Mayor 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 Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fay etc. Date: 1 6 )og ❑ Response to Incomplete Letter # RECEIVED ❑ Response to Correction Letter # C OF Tl1K'WILq b Revision # after Permit is Issued 0 7 2008 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name: 0 3 Ut s14j Project Address: 1 S O 1 GO 1) Contact Person: M 0 Phone Number: Summa of Revision: \JO Zvi U Q 0 ( UPW Sheet Number(s): "Cloud" or highlight all areas of revision including datf of rexisio Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications■fomu- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D07 - ac 20(? S .6 - � 7r Date: City of Tukwila \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: D07 -055 Project Name: 0 Sushi Restaurant Project Address: 15901 West Valley Hy Contact Person: K /CkflY Phone Number: *3 — -( r,-- x3 Summary of Revision: ° c A — i-..0 cJ 4 - 1 , / , ew Y 4. etk.d H 1 grphukt Received at the City of Tukwila Permit Center by: Entered in Permits Plus on _l Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWI A !JUL 2 4 2001 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 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: r /Y/ o Plan Check/Permit Number: Response to Incomplete Letter # _ (l Response to Correction Letter # r 1 Revision # after Permit is Issued 'f Revision requested by a City Building Inspector or Plans Examiner Project Name: 0 S alt; }s-6 4- Project Address: W30 ( L .i as4- vc 4 / k /WW1 / Contact Person: t< / Phone Number: s Summary of Revision: �¢ rid A-f Al, A-le . A-5 per PI per - ifS - 144 /� 3/W4-- 1 /, / J� It vraG, A /gar", 5 /w./..ht /it 4 rL j / C ote,c d a �rn. , r'QS �tchd`�-- �+"i^ o) ct ret-s-e 'Pt ilta^ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by; bi Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us lowyebo pc OW Steven M. Mullet, Mayor Steve Lancaster, Director Ltfy ri t4 1 JUN 18 1007 +lrc,; License Information License CIRCLSC930DF Licensee Name CIRCLE SPACE CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 602702410 Ind. Ins. Account Id #1 Business Type INDIVIDUAL Address 1 1912 SW 346TH PL Address 2 City FEDERAL WAY County KING State WA Zip 98023 Phone 2066977604 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/6/2007 Expiration Date 3/6/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 WESTERN SURETY CO 14956459 03/05/2007 Until Cancelled $12,000.00 03/06/2007 Business Owner Information Name Role Effective Date Expiration Date LEE, SANG Y OWNER 03/06/2007 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= CIRCLSC930DF 09/04/2007 No. NAME FLOOR BASE WALLS CEILING AREA SF BUILDING D OCC. LOAD MTL FIN MTL NORTH EAST SOUTH WEST MTL HT MTL FIN MTL FIN MTL FIN MTL FIN 101 LOBBY CPT - RB GWB PNT PNT PNT PNT T T PNT PNT PNT . . PNT — PNT PNT PNT PNT PNT - PNT o G - Gl 1 G} G) G} G} o o o G) o G) O o PNT PNT PNT PNT PNT PNT ....PNT, PNT PNT PNT PNT PNT - PNT PNT PNT PNT PNT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 PNT ..... PNT PNT PNT _P PNT PNT 9' -10" 230 SF - 101A VEST CPT - RB GVVB PNT 18' -10" 100 SF - 101B CASHER CPT - RB 1 col c9! PNT PNT PNT PNT I 9-10" ' 100 SF ----t u.;- a•oas_:.4 �.- - ���iIT���� 101C CORRIDOR CLOSET CPT CPT CPT - - - RB C7 0 9' -10" 9' -0" 273 SF _. ._.. 101D RB 50 SF - 1 C 0DC. ' r � 102 DINING RB 1$' -10" 1,700 SF 90 :� 103 DINING CPT CPT - - RB RB PNT PNT PNT 9' -10" 1,900 SF 72 I 0 104 WAITING PNT PNT PNT 9' -10" g'_10 300 SF JUN 105 BAR SV - SV RB SV PNT 700 SF 25 M _ 106 BANQUET CPT - PNT PNT PNT 9' -10" 340 SF - C.• f TUKW 107 SUSHI BAR SV - PNT PNT - 1001 j 9' -10" 400 SF - BUILDING Ot® 108 KITCHEN SV - SV I 9' -10" 1,790 SF - 108A WALK -IN COOLER - - - - PNT _ 100 SF - 108B REST ROOM SV - SV GWB PNT 9' -0" 50 SF - 108C STORAGE SV - SV GWB PNT PNT PNT PNT PNT GWB 9' -0" 60 SF - 109 OFFICE CPT - RB GWB PNT PNT GWB 9' -0" 250 SF - 110 MEN SV - SV GWB PNT PNT GWB g' -0" 170 SF - 111 WOMEN SV - SV GWB PNT GWB PNT PNT ;,C.1i�V • Wig. -0!4 . SF. ' 64 _at - ROOF PLA\ EXISTING HVA UNIT I- 7 PRESCRIPTIVE FIRE RESISTANCE 2004 IBC SECTION 720, TABLE 720.1(2)13 -11 ® 3UCT D NTS ALL WELDED DUCT FIRE WRAP 1/2" STL BANDING 1 1/2" 10" 10" 1 1/2" 1 1/2" 7 WRAP DETAIL NTS -TAIL 5/8" TYPE X GWB W/ FIRE TAPING ALL WELDED 16 GA. GALV. STEEL EXHAUST DUCT AT BOTH SIDES - -- 6" MIN., 12" MAX. AIR SPACE ALL AROUND DUCT — 2X3 STEEL STUDS FRAM 24" EL +9' -10" == FIRE SEALANT AROUND PENETRATION 5 A4 FIRE WRAP CCD 1 /4 " 1' -a" S • • 10' MIN TO ANY AIR INTAKE AND PROPERTY LINE IN ANY DIRECTION 10' MIN FROM SAME OR ADJACENT BLDG. � l r ECTI CN IK PROPOSED 16 GA CURB . 3 0 • • li1l • • 0 0 0 A • twl Ill 8H • 0 iJ 0 0 0 • • U li Al I ■ Ira -- 13 1 1 1111 ■i ■1 -� ■ 1i�■�i�i ■i�i■ii • Aril I I■ I IOW II I Ill MP 'Mil lit_. �_. � -= -_ I ■I III . I!n I ■I I■ III■ i • 0 II 0 0 !N W I■ NI __ r ��I II ■I I ■'I ___ ■li .. IOW! . . atm zwirmw.-1 net Mill IS iri'i I■Iii■'I • .....�...... _..... ....._, 0 -.... AFF +9' -10 1/2" 0 1 • 0 0 I- • • 0 C REFLECTED CEILI\ 1/S =1 PROPOSED EXHAUST FAN CONNECTION REQUIRED FLANGE,GASKET AND BOLT 0 • • 12 "X12" DUCT GREASE FILTER C G PLA\ EXISTING BUILT -UP ROOF OVER 5/8" ROOF SHEATHING W /RIGID INSULATION PROPOSED RETURN FAN 3/8 " ALL THREAD ROD \ BOLT @EACH ENDS CLEAN OUT W /REMOVABLE ACCESS W/A SUBSTANTIAL LATCH HQ EQUIPMENT RINNI CGA LISTED II 0 �■IN ■ it ■ ■ P....S9.■.lat l s! • 0 \ NO CEILING CHANGE NO CEILING CHANGE ROOM FINISH SCHEDULE & AREA CALCULATION 0 0 0 0 REFLECTED CEILING LEGEND 0 RECESSED LIGHT II] CEILING HUNG LIGHT 4 U P I). CILING HUNG TRACK LIGHTS AIR DIFFUSER ACOUSTIC CEILING TILE (2X4) RETURN AIR GRILLE 0 EXHAUST FAN (50 CFM) AIRFLOW CALCULATION IMC 2004 EXIT SIGN - DIRECTIONAL ARROW AS INDICATED. SHADED SIDES ILLUMINATED EXISTING SPRINGKLER FLUORESCENT FIXTURE (2X4) FIXTURE SUPPLIED FROM EMERGENCY CIRCUIT FIXTURE SUPPLIED FROM EMERGENCY CIRCUIT TOTAL DINING AREA 4,000 SF OCCUPANCY LOAD = 4,000/15 = 266 OUTDOOR AIR CALS =20 CFM PER PERSON REQ'D OUTDOOR AIR = 266X20 =5,320 CFM HOOD /MAKE —UP AIR CALCULATION IMC 2004 TYPE 1 MEDIUM DUTY WALL MOUNTED HOOD @KITCHEN 300 CFM PER LINEAR 23' HOOD = 300 X 23' = 6,900 CFM TYPE 1 LIGHT DUTY SINGLE ISLAND HOOD @DINING 400 CFM PER LINEAR 4' HOOD = 400 X 4' = 1,600 CFM TOTAL REQUIRED CFM © DINING 1,600 X 5 = 8,000 CFM (4) MAKE —UP —AIR 2,500 CFM DIFUSER NEXT TO HOOD, SPACE INTAKE 10 FEET FROM EXH. PROPOSED EXHAUST FAN TABLE COD PLA\ 1 /4 "= 1'--a" 36 "X36" HOOD SHAFT WALL FILE P Permit No. Plar review approval is subject Approval of construction docume the violation of any adopted of approved Field Copy and con By . Date: atTotal F Total OCC = 187 ON 1 7 goad . R. e u e r ' s5 re Ha NCE REGISTERED ARCHITECT ,KIY.NAM �. // ATE OF WASHINGTON DRAWN KN CHECKED: KN DATE : 5/6/2007 NO. DATE APPROVED: 8974 nbe errors and omissio ns. does not authorize or ordinary. Rapt ons Is a omie ed: A4 ARCH /TEC INTERNATIONAL 29605 MILITARY RD S. FEDERALWAY WAY 98003 TEL: (253)- 219 -5943 FAX: (253) -946 -2855 DESCRIPTION DRAWING I S S U E D REVISIONS D A T E: BY C L I E N T APPROVAL S H E E T T I T L E RE��iSiDNS �-, No erramrxes shall rrre ale fh of work without prior a p r . s ��l`" Tukwila Building Division. l of NOTE: Revisions will require n new pTen srrhrn +4, may include d.} - s PROJECT T I T L E CITY OF TUKWILA JUN 1 12008 PERMIT CENTER _REVISION .? p■1 - 05s PROJ. NO. SHEET NO. Q ARCH /TEC INTERNATIONAL Inc. EQUIPMENT LIST NUM. ITEM 01 HAND SINK 02 WORK TABLE 03 04 2 COM. SINK 05 RICE MAKER 06 RANGE 07 BURNER (4) 08 SALAD BAR 09 FRYER 10 CHAR BROIL 11 SOUP POT 12 TEA POT 13 14 15 16 17 18 DISPLAY CASE 19 CONVEYER SUSHI TABLE 20 FLAT GRILL ROYAL\RMG36\0152 502 21 EXISTING HAND SINK GREEN WORLD \TURBO\TSS -1 -H 22 EXISTING COUNTER TOP LAMINATED 23 EXISTING TYPE 2 HOOD 24 3 COM SINK 25 - 26 27 - 28 29 PREP SINK 30 EXISTING TYPE 1 HOOD 31 EXISTING 2 COM. SINK 32 UNDERCOUNTER COOLER 33 34 EXISTING MOP SINK 35 EXISTING ICE MAKER 36 EXISTING WORK TABLE 38 NEW RAMP 37 EXISTING PRE -RINSE SINK 39 EXISTING BUILT IN BENCH 40 EXISTING DISH WASHER 41 42 43 ROOM FINISH SCHEDULE & AREA CALCULATION No. 101 101A 101B 101C 101D 102 103 104 105 106 107 108 108A 108B 108C 109 110 111 SODA FOUNTAIN COUNTER TOP 48" HT COUNTER TOP 32" HT WORK TABLE UNDER COUNTER COOLER EXISTING SHLEVES LAMINATED 3 COM SINK (20" BOWL) 65.5" L STAINLESS DUMP SINK STAINLESS NEW WALL (T.I PROPOSAL) EXISTING SHEAR WALL EXISTING INT. WALL NAME LOBBY VEST CASHER CPT CPT CORRIDOR CPT CLOSET DINING DINING WAITING BAR BANQUET SUSHI BAR KITCHEN WALK -IN COOLER REST ROOM STORAGE OFFICE MEN WOMEN MTL CPT CPT CPT CPT CPT SV CPT SV SV SV SV CPT SV SV FLOOR MAKE\ MODEL NUM. \SERIAL NUM. GREEN WORLD\TURBO \TSS -1 -H STAINLESS JIMEX carp. \STAINLESS \SSI -18 -1L RENNAI \RER55SAN AMERICAN RANGE\ARSM 36 ROYAL \RHP -12 - 210152502 TURBO AIR\TPR935D ROYAL\RFT -50 ROYAL\RHP -12 -2 \0152502 FLAT \PCRDF \SS101Dl09 ROYAL \RHP -12 -2 \0152502 LAMINATED LAMINATED LAMINATED CONTINENTAL \BBC50 \10289 JIMEX carp. \STAINLESS\SI -28 JIMEX Corp. \STAINLESS \SSI -18 -1L JIMEX corp. \STAINLESS\SSI -18 -1 L TUR \60SD LIGHT COMMERCIAL 124X24X10 \Z1996 -24 DIRECT SCOTSMAN I SCE275 -1A STAINLESS STAINLESS ROYAL \RHP -110152433 -NSF APPROVED CMA \ AH -2 FIN MTL - RB BASE RB RB RB RB RB RB RB SV RB SV SV SV SV RB - SV - SV A PLUMBING SYSTEM SHALL BE DESIGNED CONSTRUCTED AND INSTALLED ACCORDING TO APPLICABLE CITY OF FEDERAL WAY MTL GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB NORTH FIN PNT PNT PNT PNT PNT PNT PNT PNT PNT PNT PNT PNT PNT PNT PNT PNT PNT MTL GWB GWB GWB GWB GWB GWB EAST GWB PNT GWB PNT PLUMBING SYSTEM DIRECT INDIRECT DIRECT INDIRECT INDIRECT INDIRECT INDIRECT INDIRECT WALLS FIN MTL GWB PNT GWB GWB PNT GWB GWB PNT GWB GWB PNT GWB GWB PNT GWB GWB PNT GWB GWB PNT GWB GWB PNT GWB GWB PNT GWB PNT GWB SOUTH PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB GWB PNT FIN MTL PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB GWB PNT GWB GWB PNT GWB PNT GWB WEST C 08 STOR. 108C II KITCHEN 108 7' -5" I J I Jr- WALK -IN COOLER 108A : A 110 10 8' -0" I MEN le 'FA 0 0 0 •/ yr- / 1 eti \ / ED z SERVICE Q a i 5 0 i SUSHI BAR 107 Q Ii E ri m._ I] WOM 11 i 9 j L. au I [ILA LU I--- E1 DID [D 1 i 1 tl VEST 1 01A L [ 1 — L E to 19 L I �I J CASHER 101B co kI I a to 7i II 7' -0" 4 W I ' - 1 -0" 111 Tr BAR • ■ GRILL DINING I 113 it EIT 05 0 N 1 17 L I FIN MTL PNT GWB PNT PNT CEILING GWB PNT PNT GWB GWB PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB PNT GWB GWB HT 9' -10" 230 SF 18' -10" 100 SF 9' -10" 100 SF 9' -10" 273 SF 9' -0" 50 SF 18' -10" 1,700 SF t900 SF 9' -10" AREA SF 9' -10" 300 SF 9' -10" 700 SF 9' -10" 340 SF 9' -10" 400 SF 9' -10" 1,790 SF 100 SF 9' -0" 50 SF 9' -0" 60 SF 9' -0" 250 SF 91.0" 170 SF 9' -0" 170 SF OFFICE 109 CORRIDOR 101C OCC. LOAD 90 72 25 Total 8,685 SF Total 0CC = 187 CLOS. 101D II 102 LOBBY 101 - • .28'_0" F _ ��; II SUSHI DINING 19 1 /8„_ 11 O" )I L U, ' c, w w WAITING 104 C PROPOSES FLOOR PLAN EFE OFFICE 106 5 1/4" PLAN DETAIL C N TS ALF WALL DETAIL 1" x NOMINAL WOOD CAP PAINT TO MATCH WALL FR WOOD BLKG 3 "x3 "x1/4" STL ANGLES 3/16" RAMSET LOW VELOCITY FASTENER - 1" PENETRATION INTO FLOOR SLAB OR EQUAL, TYP 5/8" GWB BOTH SIDES, ATTACHED TO 3 1/2" STL STUDS, @ 2' -0 "OC 3/16" „:„.., ,,,.... „,. ,,, g.,,, - ft DEC 17 2AOii lAtAifitr 15.Svt 3 "x3 "x1 /4" STL ANGLES @ MAX 6' -0 "OC 1" x NOMINAL WOOD CAP PAINT TO MATCH WALL SHIM 5/8" GWB BOTH SIDES, ATTACH TO 3 1/2" MTL STUDS @2' -0 "OC SEE DETAIL -/- FOR HALF HT PTN SUPPORT BASE & WALL FINISH AS SCHEDULED TOENAIL OR ANCHOR BOLT W /EPDXY FLOOR AS SCHEDULED REVfSi0N Na. z DO7 L Oar' COMPLIANCE. OP OVE SUN 1 9 2t0 8974 REGISTERED ARCHITECT DRAWN : KN CHECKED: KN DATE : 5/6/2007 NO. DATE APPROVED: KI Y. NAM STATE OF WASHINGTON ARCH/TEC INTERNATIONAL 29605 MILITARY RD S. FEDERALWAY WAY 98003 TEL: (253)-219-5943 FAX: (253)-946-2855 EINISINESSIEREI ISSUED RE VISIONS DESCRIPTION CLIENT APPROVAL BY SHEET TITLE RECEIVED CITY OF TUKWILA JUN 1 1 2008 P ERMITCENTER Al PROJECT TITLE SHEET NO. ©ARCH/TEC INTERNATIONAL Inc. NUM. ITEM MAKE\ MODEL NUM. \SERIAL NUM. 01 HAND SINK GREEN WORLD \TURBO \TSS -1 -H 02 WORK TABLE STAINLESS 03 SUSHI COOLER CASE PANASONIC 04 2 COM. SINK JIMEX core. \STAINLESS \SSI -18 -1L 05 RICE MAKER PANASONIC \SR- 142HZP 06 OVEN NEMCO \615024 07 BURNER (4) ROYAL \RHP -12 -2 \0152502 08 WOK FLAT \PCRDF \SS101 D109 09 FRYER ROYAL \RHP -12 -2 \0152502 10 CHAR BROIL 11 SOUP POT FLAT \PCRDF \SS101 D109 12 TEA POT ROYAL \RHP -12 -2 \0152502 13 SODA FOUNTAIN 14 COUNTER TOP 48" HT LAMINATED 15 COUNTER TOP 32" HT LAMINATED 16 WORK TABLE LAMINATED 17 UNDER COUNTER COOLER CONTINENTAL \BBC50 \10289 18 DISPLAY CASE 19 CONVEYER SUSHI TABLE 20 FLAT GRILL ROYAL \RMG36 \0152502 21 EXISTING HAND SINK GREEN WORLD\TURBO \TSS -1 -H 22 EXISTING COUNTER TOP LAMINATED 23 EXISTING TYPE 2 HOOD 24 EXISTING WARMER EZ- INSERT\1220 -2 -3P\ 120 - 122343 25 EXISTING OVEN 26 EXISTING OVEN 27 EXISTING BURNER ROYAL\ RHP -12 -2\ 0152502 28 EXISTING PIZZA OVEN 29 EXISTING OVEN 30 EXISTING TYPE 1 HOOD 31 EXISTING 2 COM. SINK JIMEX Corp. \STAINLESS \SSI -18-1 L 32 EXISTING WORK TABLE STAINLESS 33 EXISTING SALAD BAR ROYAL \RHP -1 \0152433 -NSF APPROVED 34 EXISTING MOP SINK LIGHT COMMERCIAL \24X24X10 21996 -24 35 EXISTING ICE MAKER SCOTSMAN \ SCE275 -1A 36 EXISTING WORK TABLE STAINLESS 37 EXISTING HAND SINK GREEN WORLD \TURBO \TSS -1 -H 38 NEW RAMP 39 EXISTING BUILT IN BENCH ROYAL \RHP -1 \0152433 -NSF APPROVED 40 EXISTING DISH WASHER CMA \AH -2 41 EXISTING SHLEVES LAMINATED EQUIPMENT LIST NEW WALL (T.I PROPOSAL) EXISTING SHEAR WALL EXISTING INT. WALL • 0.50' MIN. TOP EL =249.50 0.3,3' MIN, SCREW IN CAP OUTLET l.E.= 24775 NON- SHRINK GROUT STD. C.O. FRAME AND COVER. SET FRAME IN CEMENT GROUT 0.67' DIA. �- CEMENT CONCRETE CLASS 5 (1 -1'2) ;11.=11 ";. - 1 1.11- 11 -III ii JOINT 1" DEEP 1" STYROFOAM ALL AROUND 6" DIA. C.O. (STRAIGHT TRISER) OUTLET PIPE 6" MIN. DIA. 6 "DIA. PVC (SDR 35) S =2.0 % TO BLDG 2 "DIA. GAL AIR VENT EXTERIOR AND INTERIOR OF WETWELL SHALL BE PROTECTED W/2 COATS OF BITUMINOUS COAL TAR EXPDXYPER PIERCE CO, UTILITIES SPECS. SECTION 53.9 PRECAST CONCRETE 4 "x4 "x4 "PVC "J" BOX LID MARKED ELECTRIC � t STEEL DRAINA?,E 12 "MIN. COMPACTED PEA GRAVEL ROM REST =23.2 - METER BOX & COVER REDUNDANT OFF =19.5 • RIGID ELECTRICAL CONDUIT TO SIDE OF HOUSE • BAFFLE TO PREVENT FALSE SWITCH STARTS - MAX WS ELEV. =23.5 L, .-z- 710% ALARM FLOAT MOUNTED 3" ABOVE PUMP ON FLOAT PER SEWER DEPT. RIGID FLOAT . . 1 %': 3 " SUPPORT PUMP OFF 20.0 0.51 FILLET 6 "CONC. BLOCK ....... r TAPERED EDGES TO ASSIST IN DRAINAGE (ALL SIDES) NOTE #1 - INTAKE TO PUMP SHALL BE SUBMERGED AT ALL TIMES 0 LID =28.0 24 "MIN. - QUICK DISCON ALARM O r O 93 "(775) 98" (8.17) 2" PVC SCHLD 40 PUMP ON 1/4 "STAINLESS STEEL LIFTING CABLE ATTACHED TO RISER ECT 2 "PVC FORCEMAIN TOP =24.08 CHECK VALVE (ALSO GATE VALVE) 2 "PVC SCHLD 40 DISCONNECT UN /ON TANK MODEL BRUZER 1 -1200 BYLAW. CASCADE 1200 GALLON CAPACITY SINGLE COMPARTMENT DIMENSION ALL WALLS ARE 25" THICK PROVIDE MIN. 2" VENT TO PROVIDE PROPER VENTING fi SOLID WATER TIGHT LOCKING LID BRING TO GRADE MARKED "PRIVATE SEWER " - DO NOT INSTALL IN DRIVING OR VEHICULAR ACCESS AREA PROPOSED GRADE EL =28.0 cvi � a e feu' eD 0 El LI . aa-a Nur ■ I■I I ■I ,I 1■i maw I. ■1 I. nix' 1 11 • ■I I■I 1■1 ■1 DISHWASHER (SEE NOTE #3) EL =20.75 EL =20.50 EL =19.5 EX HAND SINK t-Ly. LE. =23.5 EX SIDE SEWER ATTACH FLOATS TO CONDUIT W /1/2" DIA. STAINLESS STEEL HOSE CLAMPS LIFT STATION DETAIL ■j 08: STOR. 108C 0 SCALE: 1 "= 10' OFFICE 109 KITCHEN 108 • 36 Ir a EX 2 COMP. SINK 4 11 EX HAND .INK 0 4' -6" 3' -8" CORRIDOR 101C • 2 HP -230V RYp4 nc 5 PX (a/ is' ,P/pg 00 iL- NTS 7' -4" 10 E MOP SINK X. ERESTROOM WALK -IN COOLER 108A a> 2 MEN 110 CLOS. 101D II SUSHI 107 10 B a 1 • I�I SERVICE NI -1" = - 2 � -I om' -$� ! 4' t r I (7U) l 41 / WOM=N 911 III I ■I 1 ■1 I ■I 1 1 1 1 I 1 1 1 VEST 101A 15 CASHER LOBBY 101 28' PROP, 1 SUSHI DINING HAND SINK 102 I■11 1 !I PROP. 2 CVP. SINK ■'I II ■I ■'I I ■ ■'I HAND SINK 8 \ AG L 7z 1 U1 M, Ii ■I a ■I These plans have he reviewed h - u is Works Department fi conformance wit current City standards. Acce La . u■ C trs and omissions which do not authorize violations o adopted standards or ordinances. The responsi',ility for the adequacy of the design rests totally designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Li 1018 U i) GRILL DININ WAITING 104 Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: I _ B 4/ 23J2oco 435 At.l. EL.Ec 7e, cA c PrroeI Pat EA. leper 57),q - 1OVJ eg INsPecIVID AND ow/el:K.0E0 £4N1)I/Q seP67e» a 72? #9 EGECTErcAL , / /r c4t.- (2o) 4g!° 3G 70 LEGEND PROPOSED SANITARY SEWER PIPE LINE EXISTING SANITARY SEWER PIPE LINE PROPOSED SANITARY SEWER MANHOLE EXISTING SANITARY MANHOLE DIRECTION OF FLOW CONCRETE ENCASEMENT RIGHT - OF --WAY PROPERTY LINE PERMANENT EASEMENT LINE BURIED TELEPHONE LINE BURIED ELECTRICAL LINE GAS LINE WATER MAIN FIRE HYDRANT WATER METER STORM PIPELINE CATCH BASIN EX. SPOT ELEVATION EX. ASPHALT PROPOSED SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER CLEANOUT S 0 0 T P SD 1/7 R /// R/W S S 0 SUSHI PRIVATE GREASE INTERCEPTOR PLAN A PORTION OFSW 1/4, SEC, 24 TWN, 23N, R,4 E. WM, DESIGN CRITERIA SOURCE 1988 UN IFO R M PL UMB / N G CODE - APPENDIX H ESTIMATED P EA K MEA L I HO UR = 70 MEALS GREASE INTERCEPTOR SIZE=MEAL/HR X WASTE FLOW RATE X RET. TIMEX STOR4GE FACTOR GREASE INT. SIZE =70 X 5 GAL, X 2 5 X2=1750 GALLONS USE 1750 GALLON GREASE INTERCEPTOR (MINIMUM) NOTE PRIOR TO CONSTRUCTION, CONTRACTOR TO VERIFY THAT EXISTING PLUMBING INCRAWL SPACE HAS SUFFICIENT DEPTH FOR PROPOSED RESTAURANT PLUMBING TO BE CONNECTED, DESIGN ENGINEER TOBENOTIFIED OF CONTRACTORS, PROPOSED CONNECTION POINTS DEPTH. BANQUET 106 17MM CONSTRUCTION NOTES TO GREASE INTERCEPTOR SEE PLOT PLAN TRFASF SCALE: 1" = 30' 1. ALL PLUMBING SHALL COMPLY WITH LOCAL & STATE CODES. 2. PRIOR TOANYCONSTRUCTIONACTIVI7Y THE CON TRACTOR SHALL CONTACT THE CITY OFTUKWILA PUBLIC WORKS DEPARTMENT (433-0179) FOR A PR E C O NS T R U C T lO N MEETING. 3. THE GREYWATER DRAINAGE SYSTEM SHALL SERVE ALL FIXTURES IN THE KITCHEN EXCEPT THE DISHWASHER, 4. THE DISHWASHER MUST BE CONNECTED TO THE BUILDING SEWER. 5 THE CONTRACTOR SHALL TAKE WHATEVER MEASURES ARE R E Q UI R ED, INCLUDING DRIVING SHORING ALONGSIDE THE EXCAVATION,, TO PREVENT UNDERMINING THE BUILDING FOUNDATION, 6. CONNECT THE GREASE TRAP VENT TO THE BUILDING PLUMBING VENT SYSTEM. 7 'THECONTR4CTORSHALL VERIFY THE DIAMETER, PIPE TYPE SLOPE CONDITION, LENGTH AND HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING SEWER PRIOR TO CONNECTION. 8. GREASE INTERCEPTOR NEEDS TO BE SETBACK AT 1 :1 SLOPE FROM BUILDING. MUST BE OUT OF ZONE OF INFLUENCE 9. PANEL TO BE RHOMBUS 114 OR APPROVED EQUAL INTRINSICALL YSAFEPANEL, EXPIRES 1 / 25 / 2010 I ----NOTE -- "THE CONTRACTOR SHALL VERIFY THE DIAMETER, PIPE TYPE SLOPE, CONDITION, LENGTT, & HORIZONTAL & VERTICAL ALIGNMENT OF THE EXISTING SEWER PRIOR TO CONNECTION LOBBY& MEZZANINE FF SLAB ELEV. 28.75 CONFERENCE AREA FF SLAB ELEV, 28,75 EX WATER SERVICE EX. 6" DIA. SIDE SEWER @ 5 =2 % EX 1, E. =28.0 FIELD VERIFY rto1-1\ ICENiCIAEDPA'RCE OVErk ritv "TuV a 8 "914. PVC @ 5 =0.50% a 8 "D14. DIP WATERMAIN Date: Drawn by: Scale.' PROJECT DATA EX. ASPHALT PARKING LOT TECEPTOP PLOT PI_ ^', OWNER/DEVELOPER: C/O ARCH/? EC INT. 29605 MILITARY RD. SO. FEDERAL WAY, WA 98003 253 -219 -5943 ENGINEER: MICHAEL N. ANTONOFF, P.E. 3316 DEER ISL. DR. EAST LAKE TAPPS, WA 98391 253 - 862 -6763 ZONING: COMMERCIAL - EXISTING - C2 PROJECT DESCRIPTION. CONVERT EX VACANT BUILDING INTO SUSHI RESTAURANT PARCEL NO.: 000580003002 PARCEL AREA: 6.0 ACRES SITE ADDRESS: 15901- W VALLEY HWY TUKWILA, WA 98188 MAR. 2006 CML Revisions: 4, PER TUKWILA 3/08 1 "= VARIES CALL L8 - OURS BEFORE YOU 3 G 1- 800 - 424 -5555 APPROVED THIS CONSTRUCTION PLAN FROM DATE OF APPROVAL EX. 8" DIA, PVC S =0.50 % Michael N. Antonoff, P.E. 3316 Deer is /and Drive Bonney Lake, Wa - 98391 253- 862 -6763 RECEIVED CITY OF TIJKWLA MAR 2 4 2008 r��r fri�11 i ( ;ENTER 41r DEC 1 7 2000 a. PLANTER 2" DIA. FORCEMAIN Piar review approval is subject to errors and omissions. Approval of construction documents does not authorize the violat;ouI o; tiny aciorited code or ordinance. Rem pt of approved laid Copy and diti s is acknowtbci d: By Date: `f °6 PIRES ONE (I) YEAR Permit No QY ells DATE BUILDING DIVISION 'Jr?' L `off? rf ■ ork '.vitho, st Prior - Tukwila Building 4 NOTE: Revisions will require ? , I ,•,., ;y , and may include additional oian r^4' EX SAN SEWER MH RIM =25.70 I.E.(8" W) =14.20 I.E.(8" N)=14.10 EX 10" DIP WATER MAIN VICINITY MAP 16�MS � r A UN OiZ Pag/Nt4 SISits 13E M/NI1 - .SEE pormiwaCoA alt ria J NW CASCADE 1200 GAL. PUMP TANK W/HYDROMATIC SPX 50 PUMP 75 TALL 1750 GAL. UTILITY VAULT L 5106 -GA E INT. DE =28.0 0 RECEIVED CITY OF TUKIMLA APR 17 2008 PERMIT CENTER 0 SUSHI GREASE INTERCEPTOR PLAN T. S. LONGACRES WY SITE SHEET 1 OF 1 LTR # 1. �N RIVi5ION I ✓ v P . 't .1,11-.7. 0 SUSHI & GRILL RESTAURANT (BEST WESTERN) 15901 WEST VALLEY HIGHWAY TUKWILA, WA 98188 CINITY MAP INDEX A -1 SITE PLAN A -2 DEMOLITION PLAN A -3 FLOOR PLAN AND DETAILS A -4 REFLECTED CEILING PLAN ROOF PLAN AND DETAILS A -5 STRUCTURE PLAN 1. PROJECT ADDRESS 15901 WEST VALLEY HIGHWAY TUKWILA, WA 98188 2. CODE COMPLIANCE IBC 2003 3. PROJECT SUMMARY PROPOSE TO REMODEL EXISTING RESTAURANT TO A SAME RESTAURANT SERVING JAPANESE STYLE SUSHI AND STEAK IN THE SPACE USED TO BE STEAK HOUSE PREVIOUSLY FILL UP THE SUNKEN DINING ROOM AND SET UP NEW GRILL TABLES AND SUSHI BAR PER PLAN KEEP THE KITCHEN AND REST ROOM AS A GOOD CONDITION AND MOST OF CEILING 4. LEGAL DESCRIPTION FOR MEADER HENRY - D.0 #46 BEG ON LN 32.17 FT N OF NXN C/L S SH 2 -M & C/L S 158TH ST. TH S 86 -04 -17 W 280. 13 FT TH N 07 -40-58 W 20 FT TO TPOB TH S 07 -40 -58 E 20 FT TH N 86 -04-17 E220 FT TO WLY MGN SD HWY TH SLY ALG HWY 495.69 FT TH S 86 -04 -17 W TO ELY BANK GREEN RIVER TH WLY & NLY ALG BANK TAP WCH BEARS S 86 -04 -17 W FR TPOB TH N 86 -04-17 E TO TPOB LESS POR COND SC #592029 & LESS SELY 10 FT IN WIDTH ADJ TO ABOVE SC # PARCEL NUMBER #000580003002 5. ZONING C2 6. LOT AREA 6.03 ACRE (262,749 SQ FT) 7. CURRENT USE CURRENTLY USED AS RESTAURANT AND MOTEL 8. PROPOSED USE SAME USE 9. Ti DESCRIPTION TYPE OF CONSTRUCTION : VA SPRINKLED FIRE RESISTIVE SYSTEM : SPRINKLERED OCCUPANCY TYPE A -2 10. BUILIP NG HEIGHT 31' 11. PARKING REQUIRED 303 STALLS ON SITE I REVISIONS No Changes shall b de to the c pe of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SITE PLAN n = 30' GrZiN KIVEry Ran review approval is subject to ors and omission Approval of conduction documents does not authorize the violation cf any accepted code or ordinanc'o. Receipt Cif appravc- Pic %) C^.. / c J conditions is ack or bl ado EY Date: Q -4 —o7. City of Tukwila BUILDING DIVISION ()6 e 4 n o E. SEPARATE PERMIT REQUIRED FOR: lai eeeelw 09 Horgeq City d'iWtvdla BUILDING DIVISION �tlllill)Ii9)I . 5s K.F.6 ~ I- &Ptroxf ttiffl lAwrs F. 1.1140. PRAM 1411066 fSai• Sulwl~Y 17IMaIy$IoNs PARAI -6ZL To N 07 I'o' PiMat•15101-15 VEMPEN piGL1I 80 °o'ofi • 1 ARCH /TEC 8974 DRAWN : KN CHECKED: KN DATE : 2/16/2007 NO. DATE APPROVED: APPROVED: • INTERNATIONAL 29605 MILITARY RD S. FEDERALWAY WAY 98003 TEL: (253) - 219 -5943 FAX: (253)- 946 -2855 REGISTERED ARCHITECT I YEON NAM ATE OF WASHINGTON DESCRIPTION Fozzacw.argwi DRAWING gtope I S s u E D 4 REVISIONS BY 44, SwF -rte .. • m C L I E N T APPROVAL DATE: DATE: S H E E T T I T L E r PROJECT T I T L E CORRECTION LTR# -wMs" IV1 070201 P R a J. N O. © ARCH /TEC INTERNATIONAL Inc. SHEET NO. I\ RECEIVED JUN1Ccuul lino �' CENTZR 0 SUSHI & GRILL RESTAURANT (BEST WESTERN) 15901 WEST VALLEY HIGHWAY TUKWILA, WA 98188 WALK -IN COOLER EXISTING ' ND APE XI TING OFFICE 109 KITCHEN 108 CORRIDOR 101C MEN 110 CLOS. 101D SERVICE 28' - t... SUSHI DINING H 102 19 LOBBY 101 f�f�li WAITING 104 CONF. EXISTING EXISTING GAS METER WOOD DECK W /CONC. TOP - LANDSCAPE 5' WIDE CONC. WALK WAY SEE 3/A1.1 c0 EXPANSION JOINT r @5' -0" O.0 5'- EXISTING ALLEY I PARTIAL SITE PLA\ "= 30' i 111 • • I r HAND RAIL @ 30" A.F.F C ONC. PAVE WALK WAY 1/12 SLOP MIN. 2X2 BALLAST @4 "O.C. 2X4 CEDAR GUARD RAIL @42" HT A.F.F 2X2 BALLAST @ 4' O.C. DECK FLOOR PLAN 1/2"=V-0" 2X4 PT WD DECKING BLK PAPER W/WIRE MASH 1 1/2" CONC. TOP W /EJ 4X4 PT WD EPC 44 COLUM BASE 12X12 CONC. BASE 4X4 DECK COLUMN @5' -0" O.C. 4" EXISTING BLDG OVER HANG T T r �r Jr • .1- .jr -07- r-7vr ■:arm 2X4 PT WD DECKING 2X8 PT JOIST @24" O.0 JOIST HANGER % 2X8 CONT. PT WD LEDGER / (2) 2x10 PT BEAM EXISTING BLDG. FTG. EXISTING BLDG LINE \ ?VIEWED FOR CODE colApt.:00, CORRECTION LTR# . 17 (4 -D5 8974 DRAWN : KN CHECKED: KN DATE : NO. DATE APPROVED: APPROVED: 070201 YEON NAM E OF WASHINGTON DESCRIPTION A1.1 ©ARCH /TEC INTERNATIONAL Inc. INTERNATIONAL 29605 MILITARY RD S. FEDERALWAY WAY 98003 TEL: (253)- 219 -5943 FAX: (253) - 946 -2855 REGISTERED ARCHI DRAWING I S S U E D REVISIONS BY C L I E N T APPROVAL D A T E: DATE S H E E T T I T L E PROJECT T I T L E BE'cE'I \./ED Cn' _ 7.!KINILA JUL 2 4' 7 .,.:. fag P R 0 J. N 0. SHEET NO. OUN SHEAR WALL e....r...,.., 77:0 r'. S5t., LOBBY DENOLITIO\ 1 /8 " =1' -O" T PLA\ I I - MEE - - T.I PROJECT AREA - - - III!® - - _ - - - - - - - - I SHEAR WALL I LW MEM RIM MEN 11111 I /D -J 5 I I L wow - ■■IM MINN - —� DEMOLITION NOTE ® REMOVE EXISTING STUD WALL ® REMOVE EXISTING HALF WALL ■11 REMOVE, EXISTING STEPS OD REMOVE EXISTING MTL GUARD RAIL aE REMOVE EXISTING COUNTER aF REMOVE EXISTING SINK AND PIPING 0 EXISTING SHEAR WALL TO REMAIN QH EXISTING 24' HOOD TO REMAIN a EXISTING COLUMN TO REMAIN 0 EXISTING WALL TO REMAIN ® EXISTING DOOR TO REMAIN 0 EXISTING STAIR TO REMAIN ® EXISTING WORK TABLE TO REMAIN @ BUILD RAISED FLOOR SEE A5 FOR DETAIL ® EXISTING PLUMBING FIXTURES TO REMAIN ® EXISTING FIRE HOSE MOM MEE & EXTINGUSHER TO REMAIN EXISTING KITCHEN TO REMAIN (NO CHANGE) EXISTING REST RM TO REMAIN (NO CHANGE) EXISTING OFFICE TO REMAIN (NO CHANGE) EXISTING WINDOW TO REMAIN REMOVE EXISTING DOOR EXISTING ELECT. PANEL TO REMAIN EXISTING EQUIPMENT TO REMAIN SEE EQUIPMENT SCHEDULE /A3 FOR MORE DETAIL ,797 ,ktf 1,DG fl 4 °-0.- DEC 16 2008 VP V REGISTERED AR i ECT KI YEON NAM STATE OF WASHINGTON DRAWN : KN CHECKED: KN DATE : NO. DATE APPROVED: APPROVED: OR 070201 8974 ARCH/TEC INTERNATIONAL 29605 MILITARY RD S. FEDERALWAY WAY 98003 TEL: (253) -219 -5943 FAX: (253)- 946 -2855 DESCRIPTION RECEIVED CITv . T LKWILA JUN 1 8 ?On' ARCH /TEC INTERNATIONAL Inc. DRAWING CWINfilIMEMM I S S U E D REVISIONS C L I E N T APPROVAL D A T E: 0 A T E: S H T I BY E E T T L E WWIMPANSIN PROJECT T I T L E P R 0 J. NO. No. NAME FLOOR BASE WALLS CEILING AREA SF OCC. LOAD MTL FIN MTL NORTH EAST SOUTH WEST MTL HT MTL FIN MTL FIN MTL FIN MTL FIN 101 LOBBY CPT - RB GWB PNT GWB PNT GWB PNT GWB PNT GWB 9' -10" 230 SF 100 SF 230/15 = 15 - 101A VEST CPT - RB GWB PNT GWB PNT GWB PNT GWB PNT GWB 18' -10" 101 B CASHER CPT - RB GWB PNT GWB PNT GWB PNT GWB PNT GWB 9' -10" 100 SF 100/200 = 1 101C CORRIDOR CPT - RB GWB PNT GWB PNT GWB PNT GWB PNT GWB 9'-10" 273 SF - 101 D CLOSET CPT - RB GWB PNT GWB PNT GWB PNT GWB PNT GWB 9' -0" 50 SF - 102 DINING CPT - RB GWB PNT GWB PNT GWB PNT GWB PNT GWB 18' -10" 1,700 SF 1,700/15 = 114 103 DINING CPT - RB GWB PNT GWB PNT GWB PNT PNT PNT PNT GWB PNT GWB 9' -10" 9' -10" 9' -10" 9' -10" 9 -10 9' -10" - 9' -0" 9' -0" 9' -O" 9' -0" 1,900 SF 300 SF 700 SF 340 SF 400 0 5F 1,790 SF 100 SF 50 SF 60 SF 250 SF 170 SF 1,900/15 = 127 300/15 = 20 700/15 = 47 340/15 = 23 — 400/15 — 27 1,790/200 9 - - - 250/200 = 2 - 104 WAITING CPT - RB GWB PNT GWB PNT GWB GWB GWB GWB GWB - GWB GWB GWB GWB PNT PNT PNT GWB GWB GWB GWB GWB - GWB GWB GWB GWB 105 BAR SV - SV GWB PNT GWB GWB GWB GWB PNT PNT PNT PNT - PNT 106 BANQUET CPT - RB GWB PNT PNT 107 SUSHI BAR SV - - GWB PNT PNT - PNT PNT PNT PNT GWB GWB GWB GWB GWB GWB PNT PNT - PNT PNT PNT 108 KITCHEN SV - SV - SV GWB - PNT - PNT 108A WALK -IN COOLER - - - - GWB 108B REST ROOM SV GWB 108C STORAGE SV - SV GWB PNT GWB PNT GWB 109 OFFICE CPT - RB GWB PNT GWB PNT GWB 110 MEN SV - SV GWB PNT GWB PNT GWB PNT 111 WOMEN SV - SV GWB PNT GWB PNT GWB PNT GWB PNT GWB 9' -0" 170 SF - YI EQUIPMENT LIST NUM. ITEM 01 HAND SINK 02 WORK TABLE 03 SUSHI COOLER CASE 04 2 COM. SINK 05 06 OVEN RICE MAKER 07 BURNER (4) 08 WOK 09 FRYER 10 CHAR BROIL 11 SOUP POT 12 TEA POT 13 SODA FOUNTAIN 14 COUNTER TOP 48" HT 15 COUNTER TOP 32" HT 16 WORK TABLE 17 UNDER COUNTER COOLER 18 DISPLAY CASE 19 CONVEYER SUSHI TABLE 20 FLAT GRILL 21 EXISTING HAND SINK 22 EXISTING COUNTER TOP 23 EXISTING TYPE 2 HOOD 24 EXISTING WARMER 25 EXISTING OVEN 26 EXISTING OVEN 27 EXISTING BURNER 28 EXISTING PIZZA OVEN 29 EXISTING OVEN 30 EXISTING TYPE 1 HOOD 31 EXISTING 2 COM. SINK 32 EXISTING WORK TABLE 33 EXISTING SALAD BAR 34 EXISTING MOP SINK 35 EXISTING ICE MAKER 36 EXISTING WORK TABLE 37 EXISTING HAND SINK 38 NEW RAMP 39 EXISTING BUILT IN BENCH 40 EXISTING DISH WASHER 41 EXISTING SHLEVES NEW WALL (T.I PROPOSAL) EXISTING SHEAR WALL EXISTING INT. WALL MAKE\ MODEL NUM. \SERIAL NUM. GREEN WORLD \TURBO \TSS -1 -H STAINLESS PANASONIC JIMEX carp. \STAINLESS \SSI -18 -1L PANASONIC \SR- 142HZP NEMCO \615024 ROYAL \RH P -12 -2 \0152502 FLAT \PCRDF \SS101 D109 ROYAL \RHP -12 -2 \0152502 FLAT \PCRDF \SS101 D109 ROYAL\RH P -12 -2 \0152502 LAMINATED LAMINATED LAMINATED CONTINENTAL \BBC50 \10289 ROYAL \RMG36\0152502 GREEN WORLD \TURBO \TSS -1 -H LAMINATED EZ -I NSERT11220 -2 -3P\ 120 122343 ROYAL\ RHP -12 -21 0152502 CMA \ AH -2 LAMINATED JIMEX carp. \STAINLESS \SSI -18 -1 L STAINLESS ROYAL \RHP -1 \0152433 -NSF APPROVED LIGHT COMMERCIAL \24X24X10 \Z1996 -24 SCOTSMAN \ SCE275 -1A STAINLESS GREEN WORLD \TURBO \TSS -1 -H ROYAL \RHP -1 \0152433 -NSF APPROVED ROOM FINISH SCHEDULE & AREA CALCULATION STOR. 108C WALK -IN COOLER OFFICE 109 KITCHEN 108 CORRIDOR 101C MEN 110 CLOS. 101D 1S-8" SERVICE VEST 101A LOBBY 101 H SUSHI DINING 102 6 CASHER 101B WAITING 104 BAR 105 DININ LI LI c LI [11 LI L. 1 d 1 L 1 1 . H Total 8,685 SF WOMEN 11 Total OCC = 385 PROPOSED FLCOR PLA\ 1 /8 "=l' -0" 0 a w w �J PROPOSED FLOOR PLA\ 1 /8 "_ '_ 1, 5 ' PLAN DETAIL NTS r a EGRESS PATH I ■ I I ■I I ■I I I 11111 I 11 I III III U I■I III 1 EGRESS PATH ■I I ■I P■ III C n ®nlnnnnn= en ® mr =nnn I ■I I 13 I I HALF WALL DETAIL 1 11 ImrBnrinnn7 iii 1 Ii 1" x NOMINAL WOOD CAP PAINT TO MATCH WALL FR WOOD BLKG 3 "x3 "x1/4" STL ANGLES 3/16" RAMSET LOW VELOCITY FASTENER - 1" PENETRATION INTO FLOOR SLAB OR EQUAL, TYP 5/8" GWB BOTH SIDES, ATTACHED TO 3 1/2" STL STUDS, @ 2' -0 "OC 3 "x3 "x1/4" STL ANGLES @ MAX 6' -0 "OC SHIM 5/8" GWB BOTH SIDES, ATTACH TO 3 1/2" MTL STUDS @2' -0 "OC SEE DETAIL -/- FOR HALF HT PTN SUPPORT BASE & WALL FINISH AS SCHEDULED TOENAIL OR ANCHOR BOLT W /EPDXY FLOOR AS SCHEDULED A 3/16" " X .5 ',- • 5 m o ,.t •; 1" x NOMINAL WOOD CAP PAINT TO MATCH WALL DRAWN : KN CHECKED: KN DATE : NO. DATE DESCRIPTION APPROVED: APPROVED: 070201 © ARCH /TEC INTERNATIONAL Inc. INTERNATIONAL 29605 MILITARY RD S. FEDERALWAY WAY 98003 TEL: (253)- 219 -5943 FAX: (253) -946 -2855 DRAWING tea. I S S U E D RE VISIONS C L I E N T APPROVAL D A T E: D A T E: S H E E T T I T L E PROJECT T I T L E RECEIVED CT : TUk WWWILA JUN 18 ?fin? BY P R 0 J. N 0. SHEET NO. STING HVA, UNIT n l_J n1 u n L _.J I nn ®ROOF PLAN 1/16"=,'-o" , HOOD PLAN � O � 3/4" DIA POST IN 1" SLEEVE, USG -VSA 18/30 OR SIMILAR PROPOSED EXHAUST FAN TABLE 36"X36" HOOD SHAFT WALL ADD COMPRESSION POST OR APPROVED EQUAL AND 4 -12 GA SPLAYED WIRES ATTACHED TO MAIN TEES @ 12' -0" O.C. DETAIL @ SUSP. CLG. STRUT Scale: N.T.S. EL +9' -10" EL + 0 FIRE SEALANT AROUND PENETRATION BOLT OR SCREW TOP CLIP (4 OF COMPRESSION POST TO N F k T TO STRUCTURE ABOVE n, 4 /G '7: J 10" 1 1/2" 1 1/2" 6 DUCT DETAIL 1/4".1.-0» ALL WELDED DUCT - FIRE WRAP 1/2" STL BANDING 1 1/2" 10" WRAP DETAIL 1 /4 " =1' -O" 10' MIN TO ANY AIR INTAKE AND PROPERTY LINE IN ANY DIRECTION 10' MIN FROM SAME OR ADJACENT BLDG. / PROPOSED EXHAUST FAN CONNECTION REQUIRED FLANGE,GASKET AND BOLT PROPOSED 16 GA CURB 5/8" TYPE X GWB W/ FIRE TAPING ALL WELDED 16 GA. GALV. STEEL EXHAUST DUCT AT BOTH SIDES 6" MIN., 12" MAX. AIR SPACE ALL AROUND DUCT — 2X3 STEEL STUDS FRAM PRESCRIPTIVE FIRE RESISTANCE 2004 IBC SECTION 720, TABLE 720.1(2)13 -11 to EXISTING BUILT-UP ROOF OVER 5/8" ROOF SHEATHING W /RIGID INSULATION PROPOSED RETURN FAN 24" 3/8" ALL THREAD ROD � \ BOLT @EACH ENDS CLEAN OUT W /REMOVABLE ACCESS W/A SUBSTANTIAL LATCH \ 12 "X12" DUCT \ GREASE FILTER BBQ EQUIPMENT RINNI CGA LISTED (2) 12 GA. SLACK WIRES AT DIAGONAL FIXTURE CORNERS ATTACH TO STRUCTURE ABOVE w oo- 4 -- DN 0 LE= 0 z 0 0 El 0 - 0 )xp i • • NEM, • 0 1 0 0 0 0 0 0 ■■ 0 — •1Z L 0 c I 0 0 0 0 i I 0 • . \ 0 0 0 \A 0 \ i f a- .i._.:I.i , .t r 17 1 • • ] Ii • • . [1,- ...11 • _ � -AF-F~ +fib: r � - I.: .. . 0 • Iiiiii.ik $ AF F +9' -10 1/2" ■■ ■1■ ■■ ° ° ° Ink * 0 A Ern= 7■■ ■0 ■■■I I \ •�,U ° ■■ ° ■ �r :� ■ ■ ■ ■ ■ ■ ■ ■ ■■ I _ _ ... I ......... _� ° ■ ■ ® ■ ■ °I■ ■ °■ I�' 0 0 0 ° . • Imo imrsimmtmli Emmilmarsimor .0-0.— • - II I\ SEISMIC FASTENER FOR LIGHT FIXTURE Scale: N.T.S. LIGHT FIXTURE MAIN TEE CEILING TILE CROSS TEE LIGHT FIXTURE CLIP ATTACH TO MAIN CEILING TEE AT EACH CORNER (4) PER FIXTURE • REFLECTED CEILI\ G PLAN G BERC2 CLIP @ ATTACHED WALL Scale: N.T.S. NO CEILING CHANGE NO CEILING CHANGE NO CEILING CHANGE NOTE: REFER TO INSTRUCTIONS AND SPECIFICATION BY ARMSTRONG CEILING SYSTEMS SEE SUSPENDED CEILING NOTES AT RIGHT. 9 1_ 9 !I 0°S SEE DETAIL 4/A6.6 0 SEE RCP SHEET A2.2 MODIFY EXISTING ACOUSTIC CEILING PANEL CORNER BEAD, TYP Scale: 1" =1 immm�nvn GWB SOFFIT REFLECTED CEILING LEGEND MEI 0 4 A d t — I 6=4 LEVEL 5 SKIMCOAT FACE & EDGES EXIT SIGN - DIRECTIONAL ARROW AS INDICATED. SHADED SIDES ILLUMINATED EXISTING SPRINGKLER FLUORESCENT FIXTURE (2X4) FIXTURE SUPPLIED FROM EMERGENCY CIRCUIT RECESSED LIGHT CEILING HUNG LIGHT FIXTURE SUPPLIED FROM EMERGENCY CIRCUIT CILING HUNG TRACK LIGHTS ACOUSTIC CEILING TILE (2X4) AIR DIFFUSER RETURN AIR GRILLE EXHAUST FAN (50 CFM) AIRFLOW CALCULATION IMC 2004 TOTAL DINING AREA 4,000 SF OCCUPANCY LOAD = 4,000/15 = 266 OUTDOOR AIR CALS =20 CFM PER PERSON REQ'D OUTDOOR AIR = 266X20 =5,320 CFM HOOD /MAKE —UP AIR CALCULATION IMC 2004 TYPE 1 MEDIUM DUTY WALL MOUNTED HOOD©KITCHEN 300 CFM PER LINEAR 23' HOOD = 300 X 23' = 6,900 CFM TYPE 1 LIGHT DUTY SINGLE ISLAND HOOD©DINING 400 CFM PER LINEAR 4' HOOD = 400 X 4' = 1,600 CFM TOTAL REQUIRED CFM © DINING 1,600 X 5 = 8,000 CFM (4) MAKE -UP -AIR 2,500 CFM DIFUSER NEXT TO HOOD, SPACE INTAKE 10 FEET FROM EXH. DEC 1 0 2008 2 1/2" METAL STUD UP TO STRUCTURE @ 24" O.C. 2 1/2" METAL STUD BRACE UP TO STRUCTURE BOTH DIRECTIONS SEE RCP SHEET A2.2 2 1/2" HORIZ. METAL STUD @ 16" O.C. 5/8" GWB ALL SURFACES MAI DRAWN : KN CHECKED: KN DATE : NO. DATE APPROVED: APPROVED: MI • 070201 8974 ARCH/TEC INTERNATIONAL 29605 MILITARY RD S. FEDERALWAY WAY 98003 TEL: (253)- 219 -5943 FAX: (253)- 946 -2855 REGISTERED ARCHIT - T PEON NAM OF WASHINGTON DESCRIPTION A4 © ARCH /TEC INTERNATIONAL Inc. DRAWING I S S U E D REVISIONS BY C L I E N T APPROVAL D ATE: DATE: MralrifeMMISO S H E E T T I T L E WRVS PROJECT T I T L E RE" 'VED JO. 2 4 '„ Ia. P R 0 J. N 0. SHEET NO. SECTIO " =1 ,_ p „ DETAIL SERVICE WOMEN'S CLOS. OFFICE r-. E J OFFICE CORRIDOR C KITCHEN SAR WAL — I SERVICE n FLOOR FRA 1/8-.1%-c SHEAR WALL E TELE IH __ I — VIIRG SHEAR WALL cn KITCH PLA WOMMN SHEAR WALL EN L. I nn J I I I I I I I I X�SING CXf POST I I TYP. (X SI W 1X22 -1 OXIST W 12X22 n II ELJ -1' -2" MAX DINING LOBBY DN -1' -2" N EXISTING /� 6X6 POST NP. 6 ' MAX DN 1 DINING DN OFFICE I i CC 5 STRUCTURE FRAMING NOTE Q EXISTING CONCRETE FLOOR AND FOUNDATION SYSTEM 0 EXISTING 2X4 PRESERVATIVE TREATED MUDSILL PLATES LAYOUT PER PLAN ® MUDSILL ANCHOR W /3 /8 "G/X4" RAWL -STUD EXPANSION ANCHORS OR SIMILAR SPACED AT NO GREATER TNAN 6 -FT ON CENTER W/ ONE ANCHOR WITHIN 6" OF EACH END OF EACH PLATE PLACE ® SIMPSON L 30 AT 4' O.C. TO CONNECT LEDGER TO PLATE, TYPICAL ® 4X6 #2 HEM -FIR LEDGER(BEAM) ON MUDSILL TO MAKE -UP CAVITY DEPTH SPACE �6 SHIM FINAL HEIGHT FOR NEW FLOOR JOISTS USING ONE SOLID PIECS OF PLYWOOD OR STRAND BOARD STOCK CUT TO SIZE AND NAILED TO LEDGER WITH 8D @ 12" O.C. TYPICAL NEW 2X6 #2 HF PRESERVATIVE TREATED LEDGER ATTACHED TO FACE OF ALL EXISTING PERIMETER CONCRTE FACES ® USE A 1/2" X 4" RAWL -STUD EXPANSION ANCHORS OR SIMILAR, ALTERNATE TOP AND BOTTOM AT 15" O.C. W /2" EDGE DISTANCE TO ATTACH RIM JOIST /LEDGER TO CONCRETE FACES, TYPICAL ® NEW 2X6 #2 HF FLOOR JOISTS SPACED AT 16" O.C. AND TOE NAIL TO PLATES WITH TWO 10D 1 p PROVIDE 2X6 #2 HF FLOOR JOIST SPACED AT 16" O.0 AND TOE 11 PROVIDE A 23/32" TONGUE AND GROOVED APA RATED STURAI FLOOR PANEL SHEATHING SET TO A FINISHED ELEVATION AS REQUIRED TO EXACTLY MATCH THE LEVEL REQUIRED TO ALLOW FINAL FINISHED FLOOR TOPPINGS TO ALIGN WITH EXISTING ABUTTING FLOOR SURFACES. ATTACH TO JOISTS WITH 10d @6" O.C. USING A 1/2" PANEL LENGTH STAGGER IN THE LAYOUT 12 FOR THE DEEPENED CRAWL SPACE AREA CONSTRUCT 2X4 @16" O.0 CRIIPPLE WALL WHERE LEDGERS ARE INDICATED ON THE PLANS 13 USE A DOUBLE 2X4 TOP PLATE ON THE CRIPPLE WALL 14 EXISTING EXTERIOR FRAMEED WALL OF BUILDING WHERE OCCURS @ EXISTING GYPSUM WALLBOARD SHEATHING TO BE NEATLY CUT AWAY IN LINE WITH FINISHED FLOOR HEIGHT TO PERMIT ATTACHMENT OF NEW PERIMETER(LEDGER) RIM JOIST 16 INSTALL 2X6 RIM JOIST ATTACHED AT EACH EXISTING JOIST WITH (3) 16d 17 ATTACH NEW FLOOR JOISTS TO LEDGER WITH SIMPSON LU26 18 EXISTING SHEAR WALL TO REMAIN 01 EXISTING COLUMN TO REMAIN DEC 16 2008 5S / Kl YEON NAM STATE OF WASHINGTON DRAWN : KN CHECKED: KN DATE : - NO. DATE APPROVED: APPROVED: 8974 070201 REGISTERED AR ITECT ©ARCH /TEC INTERNATIONAL Inc. 7 34V70.4Magg$N, ARCH/TEC INTERNATIONAL 29605 MILITARY RD S. FEDERALWAY WAY 98003 TEL: (253) -219 -5943 FAX: (253)- 946 -2855 DRAWING I S S U E D REVISIONS DESCRIPTION DY C L I E N T APPROVAL D A T E: DATE: S H E E T T I T L E PROJECT T I T L E RECEIVED CIS' U KWILA JUN 1 8 ZO07 • L _ ,.,z 7 CENTER ER P R O J. N 0. kin„ SHEET NO. NUM. 01 12111111.111 MAKE\ MODEL NUM.\SERIAL NUM. HAND SINK GREEN WORLD \TURBO\TSS -1 -H 02 WORK TABLE STAINLESS 03 SUSHI COOLER CASE PANASONIC 04 2 COM. SINK JIMEX corp.\STAINLESS\SSI -18-1L 05 PANASONIC \SR- 142HZP 06 OVEN NEMCO \615024 07 PRECAST DIVIDER ROYAL \RHP -12- 210152502 08 WOK FLAT \PCRDF \SS101D109 09 1174 ROYAL\RHP -12. 2\0152502 10 CHAR BROIL 11 SOUP POT FLAT \PCRDF \SS101D109 12 TEA POT ROYAL\RHP -12- 210152502 13 SODA FOUNTAIN . 14 COUNTER TOP 48" HT LAMINATED 15 COUNTER TOP 32" I-IT LAMINATED 16 WORK TABLE LAMINATED 17 UNDER COUNTER COOLER CONTINENTAL 11315C50 110289 18 DISPLAY CASE 19 CONVEYER SUSHI TABLE 20 . ROYAL \R MG3610152502 21 EXISTING HAND SINK GREEN WORLD\TURBO \TSS -1-H 22 EXISTING COUNTER TOP LAMINATED 23 EXISTING TYPE 2 HOOD 24 - EZ- INSERT \1220 -2 -3P\ 120-122343 25 EXISTING OVEN 26 EXISTING OVEN 27 - ROYAL\ RHP- 12- 210152502 28 EXISTING PIZZA OVEN 29 EXISTING OVEN 30 EXISTING TYPE 1 HOOD 31 EXISTING 2 COM. SINK JIMEX eorp.\STAINLESS'SSI -18-1L 32 EXISTING WORK TABLE STAINLESS 33 EXISTING SALAD BAR ROYAL\RHP- 1\0152433 -NSF APPROVED 34 EXISTING MOP SINK LIGHT COMMERCIAL \24X24X10 \Z1996 -24 35 EMEI SCOTSMAN \SCE275 -1A 36 EXISTING WORK TABLE STAINLESS 37 EXISTING HAND SINK GREEN WORLD\TURBO\TSS -1 -H 38 - 39 1116 ROYAL\RHP- 110152433 -NSF APPROVED 40 EXISTING DISH WASHER CMA \AH -2 41 DEMEE LAMINATED 4' -6" 0 5 10 SCALE: OFFICE 109 CORRIDOR 101C 7' -4" WALK -IN COOLER 108A MEN 110 EX REST ROOM CLOS. 101D SERVICE WOM VEST 101A LI III MI LI I ■I I EX HAND SINK LOBBY 101 I.I 111 ■I CASHER 101B STOR. KITCHEN 9 J SUSHI B 107 3' -8" ai .M.0 Wilda BANQUET 106 STR'WDERBLVD EQUIPMENT LIST City of Tukwila GREASE INTERCEPTOR\ SINGLE VAULT WITH DOUBLE BAFFLE , SHEET: SS -14 REVISION M1: 08.03 APPROVAL» B. SHELTON LAST REVISION: 08.04 INLET NEW WALL (T.I PROPOSAL) Nizitiozin EXISTING SHEAR WALL EXISTING INT. WALL 1' DI CONCRETE GROUT ALL AROUND BOTH SIDES 2/3 LENGTH ' DIM. 'A" PLAN VIEW A SLOT BOTH SIDES ADJUST 24" DIA. LOCKING FRAME & COVER AIR & GAS TIGHT TO GRADE . 3 PLCS, (2 PLCS ON 577 -GA) L \JL X11 1 MSS,%``%. �.; ;V ��. r rl • r I m m I , ��vcA MI ____& IIIIMM .... I�PECTIDN T D Ira. Ti il SECTION A -A NOTES: 1. REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH to = 4500 PSI 3. DEBAR: ASTM A -615 GRADE 60. 4. MESH: ASTM A -185 GRADE 65.. 4. DESIGN: ACI- 318 -83 BUIILDING CODE • ASTM C -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES ". 5. LOADS: H -20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. SIZING CHART DESIGN- • Number Of Meals x Wade Flow x Retention x Storage ; Capac ty FORMULA: Per Peak Hours Rate • Time Fac or In Gallons 4000 GALLON CAPACITY 6 -G 6'4" UV • A O•EL# Diva- DIM DIM "C" DIM '0" WATER DEPTH DIM "E" 1000 1250 4 - :4. T -2" 4•:4- 5'-0" T -2" 4' -2" 5'-2" 3'40" 4'40" 1500 6 -G 1L -8 8 -0 i..- 1 •2" 5 7.,2" 4 ', 4 " 4 ' - 1750 106 -G 11 .2 ,. -2" 4' -11" 4' -7" _ 2000 8'50" 4'•7" 3 -10" 2500 5'•5" 4 -9" 2750 • 12-G 6 5'a" 3000 6'.0" 6 . - 7 .. 5' -0" - 4'-7" 12 -G 13 -1" 8'-7" 6' -6" 6' -1" 5000 13 1" 9 '•11" 5'-1 4' -9" 6000 1' -1 9'•11" 10' -5" 7.2" 5' -9" NOT TO SCALE DISHWASHER (SEE NOTE #3) EX. HAND SINK PLUMBING F/X T UR E S SERVED: NUMBER OF FLOOR SINKS= NUMBER O F- 3• C O MP.- S I NKS = NUMBER G F 2 C O MP. SINKS= NUMBER OF FLOOR DRAINS= DISHWASHER & ANY O T T l ER FGY T UR ES NUMBER OF WASH SINKS= 3 7HECONTRACTORSHALL VERIFY THE LNAMETEI PIPE TYPE, SLOPE, C O ND l T 70 N, LENGTH, AND HO RIZO N TA L AND VERTICAL A L I G NMEN T OF TH E E X/ S T 7 N G S E W E R PRIOR T O CONNECTION. 4 NO GARBAGE DISPOSALS ARE TO BE INSTALLED. GARBAGE DISPOSALS/GRINDERS ARE PROHIBI7ED. COFFEE GROUNDS NOT TO BE DISPOSED I N T O THE S NI TA R Y SEW ER S YS T EM. 5 GREASE INTERCEPTOR NEEDS TOBESETEACKAT 1:1 SLOPE FROM BUILDING, MUST BE OUT OF ZONE OFWFLUENCE. 0.33 MIN. SCREW IN CAP OUTLET I.E 247.75 NON - SHRINK GROUT STD. C.O. FRAME AND COVER, SET FRAME IN CEMENT GROUT 0.67' MIN. CEMENT CONCRETE 0L4. CLASS 5 (1 -1/2) "t,;.11.;,.11 .1 =1111r =11 JOINT SEALANT 1 DEEP 1' STYROFOAM ALL AROUND 6' DIA. C.O. (STR4IGHT 7' RISER) OUTLET PIPE 6' MIN. DIA CONSTRUCTION NOTES TO EX. .8 'SAN SEWER r I. ALL PLUMBING SHALL COMPLY NTH LOCAL & STATE CODES. 2 PRIOR TO ANYCONSTRUCTTONACTIV /TY THE CONTRACTOR SHALL CONTACT THE CITY Y O F T UK W /L A PUBLIC WORKS DEPARTMENT (433-0119) FORA PR EC O N S TR UC T ION MEETING. 3 7NEGREYWATER ERSTEMSIVIrSERVEALZ•FIXTI RES IN THE KITCHEN EXCEPT THE DISHWASHER 4. T HE DISHWASHER M US T B E CONNECTED T O THE BUILDING S EW ER. 5. THE CONTR4CTOR SHALL TAKE WHATEVER MEASURES ARE REWIRED, INCLUDING DRAM SHORING ALONGSIDE THE EXCAVATION TO PRE V E N T UNDERMINING TH E BUILDING F O UN DA T 7 O N. 6, CONNECT TH E GREASE TRAP VENT TO THE BUILDING PLUMBING VENT SYSTEM. INSTALL 1750 GAL.UTILITY VAULT MODEL 5106-GA GREASE INT. FIN. GRADE-=428.0 LE(IN)=424.0 /E(OUT)4423.75 6" DIA. PVC SDR 35 @2%MIN. 6`D/A CO RIM=428.3 LE 424.2 WAITING 104 BAR LI LEGEND PROPOSED ,SANITARY SEWER PIPE LINE EXISTING SANITARY SEWER PIPE LINE PROPOSED SANITARY SEWER MANHOLE EXISTING SANITARY MANHOLE DIRECTION OF FLOW CONCRETE ENCASEMENT RIGHT -OF -WAY PROPERTY LINE PERMANENT EASEMENT LINE BURIED TELEPHONE LINE BURIED ELECTRICAL LINE GAS LINE WATER MAIN FIRE HYDRANT WATER METER STORM PIPELINE CATCH BASIN EX. SPOT ELEVATION EX. ASPHALT PROPOSED SANITARY SEWER EXISTING SANITARY SEWER CLEANOUT Sc o O R/W T P R SD i// 1/1 CLEANOUT S 0 S--- -0 S � Dal EX HAND SINK O SUSHI PRIVATE GREASE INTERCEPTOR PLAN A PORTION OFSW 1 //I SEC, 24 TWN 23 N, R4 E. W.M. ROUTE A L L GREY WATER FROM KITCHEN INTO GREASE INT. AS SHOWN. NO BLACK WATER FROMRESTROOM TO DRAIN INTO GREASE /NT. PROPOSED BUILDING SEWER (6S) DESIGN CR I T ER L 4 S O UR CE 1988 UNIFORM PLUMBING CODE - A PPENDI X H E S T I MA T ED P l E 4 K M EA L/ H O UR = 70 M E A L S GREASE INTERCEPTDRSIZE MEAUHRXWASTEFLOWRATEXRET. T7MEXSTORAGEFACTOR GREASE INT, SIZE 70X5GAL. X25X2=1750GALLONS USE 1750 G 4 L L O N GREASE W T FR C EP T O R (MI N/M UM) NOTE PRIOR TO CONS T R UC T X) N, CONTRACTOR TO VERIFY T I i 4 T EXISTING PLUMBING INCR4WI SPACE, MS S UFP T CI EN T D EP T N FO R PROPOSED RES TA URA N T P L UMB ING T O R E CONNECTED. D E S I G N ENG IV EER TO BE NOTIFIED OF CONTRACTOR'S PROPOSED C O NNEC T IO N POINT DEPTH I EXPIRES 1 / 26 / 2008 I been reviewed h t for confvrmancL ceptance is subjee. not authorize Viol: ordinances. The r . l). .lotions or revisions will void this acce mi,ia1 of revised LOBBY& MEZZANINE FF SLAB ELEV. 28.75 CONFERENCE AREA FF SLAB ELEV. 28.75 EX WA R. SERVIC: EX 6 "DIA. SIDE SEWER I $_� EX BLDG, TO BE CONVERTED TO RESTAURANT EX. PLANTER These plans hay Works Departme City standards. A 0 'Om which dc adopted s _ rds o. for the adequacy of aner. Additions, d ter this dat NOTE 'THE CONTRACTOR SHALL VERIFY THE METER PIPE TYPE SLOPE, CONDITION, LENGHT, 4 HORIZONTAL & VERTICAL ALIGNMENT OF THE E X /S T I N G SEWER P R IO R TO CONNECTION. EX 8' DA PVC ' ss50% E 8'DIA. DIP WATERMAIN GREASE I SCALE: 1" = 30' Date: Drawn by: Scale: EX.. A S PHA L T PA R KI NG LOT INSTALL 1750 GAL . U T/ L I T Y VAULT PROJECT DATA OWNER/DEVELOPER: ENGINEER; MICHAEL N. ANTONOFF, P.E. 3316 DEER ISL. DR. EAST LAKE TAPPS, WA 98391 253 - 862 -6763 Revisions: d PER P C UD 7106 SAWCUT 12' MIN. BEYOND CONST. AREA- PROVIDE STRAIGHT, SMOOTHCUT.. REPLACE W/2' M I N• ASPHALT O V ER 4' M I N. C O MP T. D E P T H 5/8 'MINUS C R U S H E D GRAVEL (SEA L 101N1) MODEL 5106 -GA GREASE INT. FIN. GRADE428.0 I I E. (IN) =424.0 LE(OUT)=423.75 r TERCEPTOR PLCT S0. ��� 98003 C/O ARCH/TEC INT. \ 29605 MILITARY RD. FEDERAL WAY, WA MAR. 2006 253-219-5943 CML 1°,--VARIES ZONING ;; COMMERCIAL - EXISTING - C2 PROJECT DESCRIPTION :: CONVERT EX. VACANT BUILDING INTO SUSHI RESTAURANT PARCEL NO.: 000580003002 PARCEL AREA: 6.0 ACRE SITE ADDRESS: 15901 - W. VALLEY HWY TUKWILA, WA 98188 CALL 48 HCURS BEFORE YOU DIC 1-800-424-5555 THIS CONSTRUCTION PLAN FROM DATE OF APPROVAL EX 8 "DIA. PVC @ S =0.50 % PLA DEC 1 i 6 2008 APPROVED Michael N. Antonoff, RE. 3316 Deer Island Drive Bonney Lake, Wa - 98391 253 -862 -6763 ‚ ' S PIRES ONE (I) YEAR 'Tr P I) cF a drawings and will require a for subsequent approval. 11„ It as VICINITY MAP 0 SUSHI EX SAN SEWERMH RIM 25.70 W) =14.20 I.E.(8 "N) =14.10 a f0' DIP WATER MAIN ■ bO7 055 DATE Final acceptath is subject to field inspection by the Public Wor, :s utilities inspector. u J(1.5 GREASE INTERCEPTOR PLAN the Public \.'ith Curren U) errors ar lions of sponsibility ally with t to these tance wings S LONGACRES WY SITE JEIVED CIT . ' TLJKW!L}k ,J 209' CEt4TE-R SHEET I OF I d CLEAR ACCESS OPENINGS ARP • •. . . :. ..... 1 Jr - ■• { • ;,.•t 1 .. CRDuT _ C! 6 •• : EOM SIDES S; j PRECAST DIVIDER e . -0 - •.• -'- .. . .. ; 4' -6" 0 5 10 SCALE: OFFICE 109 CORRIDOR 101C 7' -4" WALK -IN COOLER 108A MEN 110 EX REST ROOM CLOS. 101D SERVICE WOM VEST 101A LI III MI LI I ■I I EX HAND SINK LOBBY 101 I.I 111 ■I CASHER 101B STOR. KITCHEN 9 J SUSHI B 107 3' -8" ai .M.0 Wilda BANQUET 106 STR'WDERBLVD EQUIPMENT LIST City of Tukwila GREASE INTERCEPTOR\ SINGLE VAULT WITH DOUBLE BAFFLE , SHEET: SS -14 REVISION M1: 08.03 APPROVAL» B. SHELTON LAST REVISION: 08.04 INLET NEW WALL (T.I PROPOSAL) Nizitiozin EXISTING SHEAR WALL EXISTING INT. WALL 1' DI CONCRETE GROUT ALL AROUND BOTH SIDES 2/3 LENGTH ' DIM. 'A" PLAN VIEW A SLOT BOTH SIDES ADJUST 24" DIA. LOCKING FRAME & COVER AIR & GAS TIGHT TO GRADE . 3 PLCS, (2 PLCS ON 577 -GA) L \JL X11 1 MSS,%``%. �.; ;V ��. r rl • r I m m I , ��vcA MI ____& IIIIMM .... I�PECTIDN T D Ira. Ti il SECTION A -A NOTES: 1. REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH to = 4500 PSI 3. DEBAR: ASTM A -615 GRADE 60. 4. MESH: ASTM A -185 GRADE 65.. 4. DESIGN: ACI- 318 -83 BUIILDING CODE • ASTM C -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES ". 5. LOADS: H -20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. SIZING CHART DESIGN- • Number Of Meals x Wade Flow x Retention x Storage ; Capac ty FORMULA: Per Peak Hours Rate • Time Fac or In Gallons 4000 GALLON CAPACITY 6 -G 6'4" UV • A O•EL# Diva- DIM DIM "C" DIM '0" WATER DEPTH DIM "E" 1000 1250 4 - :4. T -2" 4•:4- 5'-0" T -2" 4' -2" 5'-2" 3'40" 4'40" 1500 6 -G 1L -8 8 -0 i..- 1 •2" 5 7.,2" 4 ', 4 " 4 ' - 1750 106 -G 11 .2 ,. -2" 4' -11" 4' -7" _ 2000 8'50" 4'•7" 3 -10" 2500 5'•5" 4 -9" 2750 • 12-G 6 5'a" 3000 6'.0" 6 . - 7 .. 5' -0" - 4'-7" 12 -G 13 -1" 8'-7" 6' -6" 6' -1" 5000 13 1" 9 '•11" 5'-1 4' -9" 6000 1' -1 9'•11" 10' -5" 7.2" 5' -9" NOT TO SCALE DISHWASHER (SEE NOTE #3) EX. HAND SINK PLUMBING F/X T UR E S SERVED: NUMBER OF FLOOR SINKS= NUMBER O F- 3• C O MP.- S I NKS = NUMBER G F 2 C O MP. SINKS= NUMBER OF FLOOR DRAINS= DISHWASHER & ANY O T T l ER FGY T UR ES NUMBER OF WASH SINKS= 3 7HECONTRACTORSHALL VERIFY THE LNAMETEI PIPE TYPE, SLOPE, C O ND l T 70 N, LENGTH, AND HO RIZO N TA L AND VERTICAL A L I G NMEN T OF TH E E X/ S T 7 N G S E W E R PRIOR T O CONNECTION. 4 NO GARBAGE DISPOSALS ARE TO BE INSTALLED. GARBAGE DISPOSALS/GRINDERS ARE PROHIBI7ED. COFFEE GROUNDS NOT TO BE DISPOSED I N T O THE S NI TA R Y SEW ER S YS T EM. 5 GREASE INTERCEPTOR NEEDS TOBESETEACKAT 1:1 SLOPE FROM BUILDING, MUST BE OUT OF ZONE OFWFLUENCE. 0.33 MIN. SCREW IN CAP OUTLET I.E 247.75 NON - SHRINK GROUT STD. C.O. FRAME AND COVER, SET FRAME IN CEMENT GROUT 0.67' MIN. CEMENT CONCRETE 0L4. CLASS 5 (1 -1/2) "t,;.11.;,.11 .1 =1111r =11 JOINT SEALANT 1 DEEP 1' STYROFOAM ALL AROUND 6' DIA. C.O. (STR4IGHT 7' RISER) OUTLET PIPE 6' MIN. DIA CONSTRUCTION NOTES TO EX. .8 'SAN SEWER r I. ALL PLUMBING SHALL COMPLY NTH LOCAL & STATE CODES. 2 PRIOR TO ANYCONSTRUCTTONACTIV /TY THE CONTRACTOR SHALL CONTACT THE CITY Y O F T UK W /L A PUBLIC WORKS DEPARTMENT (433-0119) FORA PR EC O N S TR UC T ION MEETING. 3 7NEGREYWATER ERSTEMSIVIrSERVEALZ•FIXTI RES IN THE KITCHEN EXCEPT THE DISHWASHER 4. T HE DISHWASHER M US T B E CONNECTED T O THE BUILDING S EW ER. 5. THE CONTR4CTOR SHALL TAKE WHATEVER MEASURES ARE REWIRED, INCLUDING DRAM SHORING ALONGSIDE THE EXCAVATION TO PRE V E N T UNDERMINING TH E BUILDING F O UN DA T 7 O N. 6, CONNECT TH E GREASE TRAP VENT TO THE BUILDING PLUMBING VENT SYSTEM. INSTALL 1750 GAL.UTILITY VAULT MODEL 5106-GA GREASE INT. FIN. GRADE-=428.0 LE(IN)=424.0 /E(OUT)4423.75 6" DIA. PVC SDR 35 @2%MIN. 6`D/A CO RIM=428.3 LE 424.2 WAITING 104 BAR LI LEGEND PROPOSED ,SANITARY SEWER PIPE LINE EXISTING SANITARY SEWER PIPE LINE PROPOSED SANITARY SEWER MANHOLE EXISTING SANITARY MANHOLE DIRECTION OF FLOW CONCRETE ENCASEMENT RIGHT -OF -WAY PROPERTY LINE PERMANENT EASEMENT LINE BURIED TELEPHONE LINE BURIED ELECTRICAL LINE GAS LINE WATER MAIN FIRE HYDRANT WATER METER STORM PIPELINE CATCH BASIN EX. SPOT ELEVATION EX. ASPHALT PROPOSED SANITARY SEWER EXISTING SANITARY SEWER CLEANOUT Sc o O R/W T P R SD i// 1/1 CLEANOUT S 0 S--- -0 S � Dal EX HAND SINK O SUSHI PRIVATE GREASE INTERCEPTOR PLAN A PORTION OFSW 1 //I SEC, 24 TWN 23 N, R4 E. W.M. ROUTE A L L GREY WATER FROM KITCHEN INTO GREASE INT. AS SHOWN. NO BLACK WATER FROMRESTROOM TO DRAIN INTO GREASE /NT. PROPOSED BUILDING SEWER (6S) DESIGN CR I T ER L 4 S O UR CE 1988 UNIFORM PLUMBING CODE - A PPENDI X H E S T I MA T ED P l E 4 K M EA L/ H O UR = 70 M E A L S GREASE INTERCEPTDRSIZE MEAUHRXWASTEFLOWRATEXRET. T7MEXSTORAGEFACTOR GREASE INT, SIZE 70X5GAL. X25X2=1750GALLONS USE 1750 G 4 L L O N GREASE W T FR C EP T O R (MI N/M UM) NOTE PRIOR TO CONS T R UC T X) N, CONTRACTOR TO VERIFY T I i 4 T EXISTING PLUMBING INCR4WI SPACE, MS S UFP T CI EN T D EP T N FO R PROPOSED RES TA URA N T P L UMB ING T O R E CONNECTED. D E S I G N ENG IV EER TO BE NOTIFIED OF CONTRACTOR'S PROPOSED C O NNEC T IO N POINT DEPTH I EXPIRES 1 / 26 / 2008 I been reviewed h t for confvrmancL ceptance is subjee. not authorize Viol: ordinances. The r . l). .lotions or revisions will void this acce mi,ia1 of revised LOBBY& MEZZANINE FF SLAB ELEV. 28.75 CONFERENCE AREA FF SLAB ELEV. 28.75 EX WA R. SERVIC: EX 6 "DIA. SIDE SEWER I $_� EX BLDG, TO BE CONVERTED TO RESTAURANT EX. PLANTER These plans hay Works Departme City standards. A 0 'Om which dc adopted s _ rds o. for the adequacy of aner. Additions, d ter this dat NOTE 'THE CONTRACTOR SHALL VERIFY THE METER PIPE TYPE SLOPE, CONDITION, LENGHT, 4 HORIZONTAL & VERTICAL ALIGNMENT OF THE E X /S T I N G SEWER P R IO R TO CONNECTION. EX 8' DA PVC ' ss50% E 8'DIA. DIP WATERMAIN GREASE I SCALE: 1" = 30' Date: Drawn by: Scale: EX.. A S PHA L T PA R KI NG LOT INSTALL 1750 GAL . U T/ L I T Y VAULT PROJECT DATA OWNER/DEVELOPER: ENGINEER; MICHAEL N. ANTONOFF, P.E. 3316 DEER ISL. DR. EAST LAKE TAPPS, WA 98391 253 - 862 -6763 Revisions: d PER P C UD 7106 SAWCUT 12' MIN. BEYOND CONST. AREA- PROVIDE STRAIGHT, SMOOTHCUT.. REPLACE W/2' M I N• ASPHALT O V ER 4' M I N. C O MP T. D E P T H 5/8 'MINUS C R U S H E D GRAVEL (SEA L 101N1) MODEL 5106 -GA GREASE INT. FIN. GRADE428.0 I I E. (IN) =424.0 LE(OUT)=423.75 r TERCEPTOR PLCT S0. ��� 98003 C/O ARCH/TEC INT. \ 29605 MILITARY RD. FEDERAL WAY, WA MAR. 2006 253-219-5943 CML 1°,--VARIES ZONING ;; COMMERCIAL - EXISTING - C2 PROJECT DESCRIPTION :: CONVERT EX. VACANT BUILDING INTO SUSHI RESTAURANT PARCEL NO.: 000580003002 PARCEL AREA: 6.0 ACRE SITE ADDRESS: 15901 - W. VALLEY HWY TUKWILA, WA 98188 CALL 48 HCURS BEFORE YOU DIC 1-800-424-5555 THIS CONSTRUCTION PLAN FROM DATE OF APPROVAL EX 8 "DIA. PVC @ S =0.50 % PLA DEC 1 i 6 2008 APPROVED Michael N. Antonoff, RE. 3316 Deer Island Drive Bonney Lake, Wa - 98391 253 -862 -6763 ‚ ' S PIRES ONE (I) YEAR 'Tr P I) cF a drawings and will require a for subsequent approval. 11„ It as VICINITY MAP 0 SUSHI EX SAN SEWERMH RIM 25.70 W) =14.20 I.E.(8 "N) =14.10 a f0' DIP WATER MAIN ■ bO7 055 DATE Final acceptath is subject to field inspection by the Public Wor, :s utilities inspector. u J(1.5 GREASE INTERCEPTOR PLAN the Public \.'ith Curren U) errors ar lions of sponsibility ally with t to these tance wings S LONGACRES WY SITE JEIVED CIT . ' TLJKW!L}k ,J 209' CEt4TE-R SHEET I OF I d