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HomeMy WebLinkAboutPermit D13-333 - TOP POT DOUGHNUTS - TENANT IMPROVEMENTTOP POT DONUTS 401 BAKER BLVD D13-333 City of Tukwila Department of Community Development /20 6300 Southcenter Boulevard, Suite #100 �Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: Address: DEVELOPMENT PERMIT 0223100005 Permit Number: 401 BAKER BLVD Project Name: TOP POT DOUGHNUTS Issue Date: Permit Expires On: D13-333 3/18/2014 11/11/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: UNION PACIFIC CORP NW DISTRICT (PLOT#TLD448) 1416 DODGE ST., OMAHA NE, , 68179 BOB FADDEN 130 LAKESIDE , SEATTLE WA, , 98122 WILCOX CONSTRUCTION INC 123 4TH AVE N , EDMONDS, WA, 98020 W ILCOC* 194Q0 ALVIN & CAROLE PEARL 401 BAKER BL , TUKWILA WA, , 98188 Phone: (206) 325-2553 Phone: (425) 774-4185 Expiration Date: 12/10/2015 DESCRIPTION OF WORK: SUBTYPE: ARST STATUS: PENDING DESCRIPTION: CONSTRUCT NEW TENANT INTERIOR PARTITIONS WITH MECHANICAL AND ELECTRICAL SERVICES IN EXISTING INSULATED BUILDING FOR BAKING OPERATIONS. Project Valuation: $53,000.00 Fees Collected: $2,091.29 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Type of Construction: V -B Occupancy per IBC: S, F, Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: N i • Curb Cut/Access/Sidewalk: N Fire Loop Hydrant: N Flood Control Zone: Hauling/Oversize Load: N Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Yes Permit Center Authorized Signature: Date: 0-51)///V I hearby 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 the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signatur Print Name: gT _C C)C.(� Date: S This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***FIRE DEPARTMENT PERMIT CONDITIONS*** 2: 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) 3: 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) 4: 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) 5: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) • • 21: An approved manual fire alarm system including audible/visual devices and manual pull stations 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 #2328. 22: 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 #2328) 23: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 24: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 25: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 26: 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. 27: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 30: ***BUILDING PERMIT CONDITIONS*** 31: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 32: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 33: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 34: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 35: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 36: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 37: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 38: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296-4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 39: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 40: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 41: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. • • 6: 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) 7: 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) 8: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress 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) 11: 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) 12: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 13: 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) 14: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 15: 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 16: 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) 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 18: 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) 19: Local U.L. central station supervision is required. (City Ordinance #2328) 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) • 42: 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. 43: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 44: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 45: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 46: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 47: 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. 48: ***PUBLIC WORKS PERMIT CONDITIONS - REVISION NO. 2*** 49: The applicant or contractor must notify the Public Works 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. 50: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5190 BACKFLOW - WATER 5190 BACKFLOW - WATER 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0409 FRAMING 0101 PRE -CONSTRUCTION 1600 PUBLIC WORKS FINAL 1600 PUBLIC WORKS FINAL 4046 SI-EPDXY/EXP CONC 4025 SI -STEEL CONST 4004 SI -WELDING . Parcel No: Address: Project Name: • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov 0223100005 401 BAKER BLVD TOP POT DONUTS DEVELOPMENT PERMIT Permit Number: D13-333 Issue Date: 3/18/2014 Permit Expires On: 9/14/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: UNION PACIFIC CORP NW DISTRICT (PLOT#TLD448) 1416 DODGE ST., OMAHA NE, , 68179 BOB FADDEN 130 LAKESIDE , SEATTLE WA, , 98122 WILCOX CONSTRUCTION INC 123 4TH AVE N , EDMONDS, WA, 98020 WI LCOC* 194Q0 ALVIN & CAROLE PEARL 401 BAKER BL, TUKWILA WA, , 98188 Phone: (206) 325-2553 Phone: (425) 774-4185 Expiration Date: 12/10/2015 DESCRIPTION OF WORK: SUBTYPE: ARST STATUS: PENDING DESCRIPTION: CONSTRUCT NEW TENANT INTERIOR PARTITIONS WITH MECHANICAL AND ELECTRICAL SERVICES IN EXISTING INSULATED BUILDING FOR BAKING OPERATIONS. Project Valuation: $50,000.00 Fees Collected: $1,626.29 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Type of Construction: V -B Occupancy per IBC: S, F, Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: N • • Curb Cut/Access/Sidewalk: N Fire Loop Hydrant: N Flood Control Zone: Hauling/Oversize Load: N Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Yes Permit Center Authorized Signature: I hearby certify that I have read and e provisions of law and ordinances gover mine ing t Date: this permit and know the same to be true and correct. All s work will be complied with, whether specified herein or not. The granting of this permit do : not presume to give authority to violate or cancel the provisions of any other state or local laws regulati /onstruction or the performance of work. I am authorized to sign and obtain this development permit a . • :ree to the condi ;attached to this permit. Sign. • e: —i, — , 'ogrALe... Date: P int Name: T if t 's permit sh work • become null an •"void if the work is not commenced within 180 days for the date of issuance, or suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***FIRE DEPARTMENT PERMIT CONDITIONS*** 2: 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) 3: 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) 4: 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) 5: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) • • 6: 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 Tess. (IFC 906.3) (NFPA 10, 3-2.1) 7: 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) 8: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress 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) 11: 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 Tess 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) 12: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 13: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not Tess 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) 14: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 15: All new sprinkler systems and all modifications to existing sprinkler systemsshall 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 16: 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) 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 18: 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) 19: Local U.L. central station supervision is required. (City Ordinance #2328) 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) • • 21: An approved manual fire alarm system including audible/visual devices and manual pull stations 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 #2328. 22: 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 #2328) 23: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 24: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 25: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 26: 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. 27: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 30: ***BUILDING PERMIT CONDITIONS*** 31: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 32: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 33: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 34: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 35: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 36: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 37: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 38: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296-4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 39: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 40: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 41: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. • • 42: 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. 43: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 44: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 45: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 46: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 47: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 4046 SI-EPDXY/EXP CONC 4025 SI -STEEL CONST 4004 SI -WELDING CITY OF TUKWW IIA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov • Building Permit No.bl 31 333 Project No. Date Application Accepted: 10'...13.--1 3 Date Application Expires: k )-3 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 761 iro I r Tenant Name: rap Ponifi5 King Co Assessor's Tax No.: n 72.36. ❑ ..No Suite Number: Floor: New Tenant: ....Yes PROPERTY OWNER Name:/4,/flcCip/ PPr Address: A41 C ,,I. g a City: VizeiiiState: \ /A Zip: CONTACT PERSON — person receiving all project communication Name:,Q, f e %/ Address: 2 / A c4.e lea State: WA ZiP7612 q City: eg Phone:w , 265Fax: Lg. 32$.055/ Email: / f _/kh @ /rnve//ef • 60 1 GENERAL CONTRACTOR INFORMATION Company Name:69)C ./` /'9;i1 � N61/046/0 �./� on Address: 2 Ave. 6. City: Mon State: \44 Zipilt j ) Phone: Ia6, 771(. 4/6g ax: 1a s, .77c4 . 4/67 Contr Reg No.: 1 /// //I�%� xbDate: Tukwila Business License No.: ;O�l H:Wpplications\Forms-Applications On Line \2011 Applications\permit Application Revised - 8-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: / i e mUe// cr /%f(� Architect Name: �a /l�% er / Address: /� / a ‘�," �• , City: 4/ n k° State: ` t / Zip. /. /J Phone:yd. 3Z >,'. Z5.53Fax:2 ,t,6. [f/� 2f'Q6-61 Email: ENGINEER OF RECORD Name: fir// p l Company Name: / tate: //�4 Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: fir// p l , / Address':pi / tate: //�4 Zipq / f ACity:!//LJ Page 1 of 4 BUILDING PERMIT INFORMATIO1.06-431-3670 Valuation of Project (contractor's bid price): $ gJ, Describe the scope of work (please provide detailed information): Existing Building Valuation: $ Co 4fi`rvc/ new /eev/cr priptiohc ��d me(41h/C2/ Dig/ e. C/`//lL i Q't /GAG n eatin /176e/27167�I�/�/dca, g' operS/ono. 70�1�1� Tau/ 1(04 enc/ n . One new ex /"IQr /)()r �� � Will therenew rack r Yes. NoIf v'� e afaYi ern- /Ubmittal will be required. be a ac storage? ❑. s, s p p q Provide All 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. Compact: aHandicap: / Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Sa ty Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing InteriorRemodelStructure Addition to Existing New Type of Construction per IBCIBj Type of Occupancy per 1StFloor r /7 4D�L // "0a �j "-"' /� rIBJC� 7jI'/�✓ 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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. Compact: aHandicap: / Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Sa ty Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOITION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate O .. Highline ❑ ...Valley View 0 .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance 0 .. 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 0 ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑. ❑. ❑. ❑. 0 .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 ...Water Main Extension Public 93 39 37 >> 39 WO # WO # WO # Private 0 Private 0 ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding 0 ... Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water 0 ...Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) 0 ...Sewage Treatment Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line\20I 1 Applications\permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 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 �� RO' UTTORIZED AGENT: Signature: \lam /� Print Name: b Padden Mailing Address: t• Date: Day Telephone: /26/% - 325 .2.6$3 City H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh State Zip Page 4 of 4 BULLETIN A2 • TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 1b p Po PERMIT # — 3 33 (4oi BAtc4AgL`;j- ) If you do not provide contractor bids or an engineers 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 ewer/Surface Water 3j o 0 0 Road/Parking/Access A. Total Improvements 3 obt—$9490- 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. �S $250 (1) 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 cubic yards Enter total fill volume $ • 7� 0.00 (4) Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. 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 1sT 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 32.5' .2.6e-ee-- 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 review 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 01.01.11 1 BULLETIN A2 W TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION/ PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ The pavement mitigation fee compensates the City for the reduced life span flue to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. (6) (7) $ (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1St 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1St 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,0001 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for lst 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/01/14 2 • BULLETIN A2 • TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT ME PERMIT # If you do not pr c.vide contractor bids or an engineer's estimate with your permit application, Pubh Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATIO 1 ASE FEE 2. Enter total constru ion cost for each improvement category: M s a ilization $250 (1) Eros : • n prevention Wate Sewer/Surface Water Roa• ' rking/Access A. Total Improveme is 3. Calculate improvement -bard fees: B. 2.5% of first $100,00► of A. C. 2.0% of amount over $ 00,000, but less than $200,000 of A. D. 1.5% of amount over $2 ,000 of A. 4. TOTAL PLAN REVIEW FE (B+C+D) 5. Enter total excavation volume Enter total fill volume cubic yards cubic yards Use the following table to estimate the ading plan review fee. Use the reater of the excavation and fill volume 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 9.25 for 1 s' 10,000, PLUS $24.50 for ea ', additional 10,000 or fraction thereof. 100,001 — 200,000 $26' ' 5 for 1ST 100,000, PLUS $13.25 for each ar.. itional 10,000 or fraction thereof. 200,001 or more $402.25 '...r 1ST 200,000, PLUS $7.25 for each addit al 10,000 or fraction thereof. GRADING Plan Review Fees TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICA : ON (1+4+5) (4) (5) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated w the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additio ..I review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Revi Fee. Approved 09.25.02 Last Revised 01/01/14 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A 1 Total A through E $ (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 7 S 15 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters /" Size (inches) ' tallation Cascade Water Alliance •RCFC 01.01.2014 -12.31.20 .4/ Total Fee 0.75 $625 $600 $6630 1 $1125 $1 , 12.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 , .: 040 $50,865 3 $4425 $96,0: i $100,505 4 $7825 $150,125 $157,950 6 $ 25 $300,250 $312,775 Approved 09.25.02 Last Revised 01/01/14 Temporary Meter 0.75" $300 2.5" $1,500 3 oma,-, 5-71 ,f_ Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $400.00 D13-333 Address: 401 BAKER, BLVD Apn: 0223100005 $400.00 PUBLIC WORKS BASE APPLICATION FEE PERMIT ISSUANCE/INSPECTION FEE CONSTRUCTION PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R2174 R000.322.100.00.00 R000.342.400.00.00 R000.345.830.00.00 $400.00 $250.00 $75.00 $75.00 $400.00 Date Paid: Wednesday, May 21, 2014 Paid By: ROBERT J WILLCOCK Pay Method: CREDIT CARD 185944 Printed: Wednesday, May 21, 2014 10:55 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID `Permit1iiRtAK $65.00 D13-3'33 . Address: 401<BAKER BLVD Apn:•0223100005 $65.00 DEVELOPMENT $65.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R2031 R000.345.830.00.00 $65.00 $65.00 Date Paid: Monday, May 05, 2014 Paid By: ERIC WOODCOOK Pay Method: CREDIT CARD 085017 Printed: Monday, May 05, 2014 2:50 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY ( PAID $987.40 D13-333 Address: 401 BAKER BLVD Apn: 0223100005 $987.40 R000.322.100.00.00 $982.90 STATE BUILDING SURCHARGE $4.50 STATE BUILDING SURCHARGE TOTAL FEES PAID BY RECEIPT: R1514 8640.237.114 $4.50 $987.40 Date Paid: Tuesday, March 18, 2014 Paid By: GUY W THRALL Pay Method: CREDIT CARD 045597 Printed: Tuesday, March 18, 2014 1:45 PM 1 of 1 CRW SYSTEMS • 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.TukwilaWA.gov Parcel No.: 0223100005 Address: 401 BAKER BL TUKW Suite No: Applicant: TOP POT DONUTS RECEIPT Permit Number: D13-333 Status: PENDING Applied Date: 10/23/2013 Issue Date: Receipt No.: R13-02946 Payment Amount: $638.89 Initials: WER Payment Date: 10/23/2013 01:52 PM User ID: 1655 Balance: $987.40 Payee: LANCE MUELLER & ASSOCIATES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 28964 638.89 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 638.89 Total: $638.89 rine Roraint-f f Printed: 10-23-2013 7 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 Permit Inspection Request Line (206) 431-2451 N:)1\ G-3 33 Project:Type C) -d *31-< < of,lnspection: l - L_ 2f00\ -,--A (1`t Address: Date Called: Special Instructions: �' � �'-1 le L Yvk Date Wanted: I C) -- S 1 LI a.m. p •mJ Requester: Phone No: 74-1/4 ElApproved per applicable codes. Corrections required ri r to approval. COMMENTS C, 067, (11,15-peeita, (2) 4, tcizAzitiv\i 2f00\ -,--A (1`t l\'ic-71 r•-1 rl C _. LIS-. Y CJ'� A J((j . e ( ... ,1,r 4 10 i Z (Iq ' �ci\Z t d 'rile ,_:,-k,3 - etlVi ( ek SP o(,9-fe --'11----.1)., \ U r 7 Date: It✓ -3-+, nspe�or EINS ECTION FEE REQUIi ED. Prior to net inspection, fee must be Pat t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 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 Permit Inspection Request Line (206) 431-2451 4V Project: Top 0 z.t�i Type of -inspection: t --WA L. Address: L161 3(2._ 9,1J Date Called: -i-- Special Instructions: Date Wanted: IC) �--1-1 t4 1 part- Requester: r;--.\ t\l 0 k en..l i i( Phone No: F 1.-- k )cot EJApproved per applicable codes. • Corrections required prior to approval. COMMENTS: ( (I) j--1Nr"1 L L — o / N.iF,bCJi -----,.,s -i-- `- La) 17--Ite, 1::: i !...3/‘ L t•Jc-f-JFS r;--.\ t\l 0 k en..l i i( c.---; iA k W F 1.-- k )cot 1J Inspector: ('t 't-, Date: —l- REINSPECTION FEE R QUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 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 Permit Inspection Request Line (206) 431-2'451 It ► 3 -333 Project: Type of In pection: \ hi Address: { x 0 i A0. �` Date Called: 15 Special Instructions: - Dat anted: I— 70.. 14 a.m. p.m; Requester: Phone No: pproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: s` a or: j 1()A1L, RI�ISPECTION PEE REQUIRED. Prior to ext inspection, fee must be pal at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project.. --Type 1 0 0 3Z�- of Issp, c I'nKiiA L. Address: (� A t-4 '0 t 1 KF R !jl.i Date Called: Special Instructions: Date Wanted: f L1 r I '7 OE p.m. Requester: Phone No: Approved per applicable codes. Ej Corrections required prior to approval. COMMENTS: 10 a 1.4 Tc.) (1,4? ? I r' `1 /C� d.�A,LL.2 / '71-'1 (lc k.. C.-/-‘ REINSPECTION FEE REQUI; ED. Prior to \pai at 6300 Southcenter Blvd., Suite 100. Date: ,rfext inspection, fee must be Call to schedule reinspection. 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 Permit Inspection Request Line (206) 431-2451 cY4 a), 3^33 Project: q� \ X T V p � Kull— Type of Inspection: P( 111Oc e L.1 �i kf ! `JC Address: R 12 e)L0 )4114 Date Called: Special Instructions: Date Wanted? a -ms Requester: Phone No: QApproved per applicable codes. Corrections required prior to approval. COMMENTS: I:'/ r C C r.4R g.SS Z) -1J L-(1 — A.D3/4 /40 Dat —Zo REl SPECTION FEE REQ!RED. Prior to ndxt inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 113-33 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:I o P�� ,L-�` Type of Inspection: I<`vi�f Af L i(i /irk Address; ( G 1 1 Date Called: Special Instructions: Date Wanted: Ca .)-'—'11 4 p.m. Requester: R(e. Phone No: .— 772-, 592-1-D35 QApproved per applicable codes. a Corrections required prior to approval. COMMENTS: l ; In i -r 1(fe k c[�-�fct'571------s) - eoe- ifiN ID `ex 11- L� c, hi- S.1 gr -e( -It b,. "4 ct 3.) CJ ikK'Gi mtSe A ` l'r-17,s i� r) Dat�_-l� ctor\:\ A A A 1-.04l ll A A >7...._ R\� El EIN§PECTION FEE REQ ,IRED. Prior to n\xt inspection. fee must be p id`at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. -INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project__.._Ty 0p C � a of Inspection: cbus, p CSE r 1-110-6 Addr�esOs•. K. Called- C..LAz f Special Instructions: Date anted s_p.m. tr a�.. Requester• cs §)c Phgn s5z 1 g Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6) et...)L[ S+n..1 ,1 6.,-, 1; .J - . i)t p-Pf c\,.fi�� . Co 1A7 i J -- CVD .fI J t ti 1 ) Date: 1--- •, c,-19-15( REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid.at:6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 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 Permit -Inspection Request Line (206) 431-2451 Pro'ect: 'l: O % - 16-,-)4 I� c:, Type_kispection: t- v1 1 lam/ Addr s Date Called: Special. Instructions: Date Waant`d:, _ I a.m P.m. Requester: a.1 Pho a NZo: -�, - l 3 3 . MApproved per applicable codes. Corrections required prior to approval: COMMENTS: A l,Qta,/e4 Date: SPECTION FEE R QUIRED. Prior to ext inspection, fee ust be. d at 6300 Southcent�cffr Blvd., Suite 100. t all to schedule reinspection. x/333 INSPECTION NO. INSPECTION RECORD Retain a copy with permit d -J PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro'ecType / of spection: FRe0r/i/ '/ eo' A 7 / 34 D ` Date Called: Special Instructions: Date W nted:m. -,moi-/3 P Requester: n /K Phon _ ',-) b Z _ .5 5 3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ID A h i>/5P /- r/71,x,16 - 4p Pc Date: 1.1—Z5—/3 R INSPECTION. FEE REQ RED. Prior .to'ext inspection, fee must be paid at 6300 Southcenter B d., Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit 1)13-333 PERMIT NO. Project: 0P`L`NE Type of Inspection: R. Ri Li 0 t Di HiQ 3 LU L� Date Called: _ 0 ‘4 . Special Instructions: Date7anted: Z t 1. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ih . p - or: Date: REINSPECTION FEE REI UIRED. Prior to next inspection, fee must be paid at 6300 Southcentei1Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit s/V;F-6 ' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /� op a Type of Inspecti.n: Fire Alarm: Address: Suite #: rod FA1eQ - tact Person: Co to Special Instructions: Phone No.: %( Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: 4I _ "As --,-0,5 5,,,, ,, --„Fp „9 iw,.- dam) Ce -S -1----A- .5 /-._.4 451". ) ("4" -,z -w-- A-- t 4 ‘,. 4k, d Permits: Occupancy Type: /--- Ps P?- Yom%' / - ASS Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspect.: Date:/d 3 /y. Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1)/3+ 35.3 I N )14-5- OW -7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ;Type of Ins ection: ,- 51P $,- ► N of -L, ° 0 Pot— Address: Li0 1 644(e,e- h� Suite #: ; Contact Person: Special Instructions: 'Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: - Sprinklers: ---,____ Hood & Duct: Fire Alarm: Monitor: \ Pre -Fire: Permits:-_ Occupancy Type: se c( -L - 0r -- fry A< < 10,04-o_c_ Fero":-' N1 Ai - o v i5 6 -C4 -r---c)-- 0t__ Needs Shift Inspection: - Sprinklers: ---,____ Hood & Duct: Fire Alarm: Monitor: \ Pre -Fire: Permits:-_ Occupancy Type: Inspector: _ ql s-3 Date: /41(//, . Hrs.: 1 _ $100.00 REINSPECTION FEE REQUIRED. You will receive -an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc T.F.D. Form F.P. 1-13 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Proje ct �Pb-t— 10YUCtS l'oAddress: Tyye of Insrfri- /sction: got e kr4ef Suite #: 6l Contact Person: Special Instructions: Monitor: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: ;f. :..:.. Fire Alarm: Hood & Duct: •5../ . Monitor: Pre -Fire: SD- ' A t: D br P -c. w ti, S 0 Gk. S ; ote_ /1"m"° -2" (P c<+ A -bore SS or..) PTV c .c)C. -1%w, r keP45 — 644 -Ce -e- O) a OK \ OcCt.9 y f Needs Shift Inspection: Sprinklers: ;f. :..:.. Fire Alarm: Hood & Duct: •5../ . Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: s-� Date: b/004( Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Pi- S —0(07 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Sprinklers: Fire Alarm: Type of Inspection: ( ti acr._ ,.....,, �^ Address: Suite #: q 01 r k i 4 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6,as ver- Needs Shift Inspection: Sprinklers: Fire Alarm: - • Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Fm 6.-3 /_____ Date: S1j(// t( Hrs.: /0 i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit X13-- 33 1L(.5_Q(° 7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Proje �---- Sprinklers: Type of Inspection: Address:Contact Suite #: L`O 1 b� �1 va4: Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. >(Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: -` Pre -Fire: Permits: Occupancy Type:',> :... - rk.A. ec-.-4-,« we-friz._ ca..a . �42" N K t QC,. r? IAR-4-,-car ( ewe 5,b Fr 1.61 ? — - Ado, are- gel -4e,._ 6,).4.__ t- >. ;, . 13e-_ . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: -` Pre -Fire: Permits: Occupancy Type:',> :... Inspector: MiT 53 Date: 5Jz1/ Hrs.: /.5.- 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 KraZafl &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 30, 2014 KA No. 066-14088 Permit No. D13-333 City of Tukwila Attn: Bldg Dept 6200 Southcenter Blvd Tukwila, WA 98188 RE: Final Letter Top Pot Bakery 401 Baker Boulevard Tukwila, WA 98188 To Whom It May Concern: In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Proprietary Anchors To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2012 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC William B Throne Operations Manager Puyallup CC: Wilcox Construction RECEIVED CITY OF TUKWILA OCT08 2014 PERMIT CENTER With Offices Serving The Western United States 922 — Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939-2500 • Fax: (253) 939-2556 ES-LF009 For Health Hazard Applications Job Name Job Location Engineer Appn3val Contractor REVIEWEQ,- ,F,,OR .. CUM COMIC Alt APPROMsentative. LEAD FREE* O. No RECEIVED MAY 15 2014 Series LF009 City of Tukwila Reduced Pressure Zone M , DIVISI Sizes: 1A" - 3" (8 - 80mm) Series LF009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumb- ing codes and water authority requirements. This series can be used in a variety of installations, Including the prevention of health hazard cross -connections in piping systems or for containment at the service line entrance.The LF009 features Lead Free' construc- tion to comply with Lead Free' installation requirements. This series features two in-line, independent check valves, cap- tured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy mainte- nance and assembly access. Sizes '/i -1' (8 - 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals Immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced Installation clearances • Replaceable seats for economical repair • lead Free' bronze body construction for durabdity'/a' - 2' (8 - 50mm) • Fused epoxy coated cast iron body 2W and 3' (65 and 80mm) • Ball valve test cocks — screwdriver slotted - 2° (8 - 50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to back - siphonage and/or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all Internal compo- nents shall be through a single access cover secured with stainless steel bolts. Body and shutoffs shall be constructed using Lead Free' bronze materials. Lead Free' reduced pressure zone assembly shall comply with state codes and standards, where applicable, requiring reduced lead content. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC Manual 8th Editiont; ASSE Std. 1013; AW WA Std. 0511; CSA 864.4. Shall be a Watts Series LF009. TUKWILA PUBUC WOFIV Test Cock No. 3 Ball Type Test Cocks Test Cock No. 2 First Check Module Assembly R.P. Zone W(15mm) LF009Q7 RECEIVED CITY OF TUKWILA MAY 0 9 2014 PERMIT CENTER Test Cock No. 4 Relief Valve Assembly Second Check Modute Assembly Water Outlet Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. IMPORTANT. INQUIRE WITH GOVERNING RUMMIES FOR LOCAL INSTALL4RONREQUIREMENTS f Does not indicate approval status. Refer to Page 2 for approved sizes & models. 'The wetted surface of this product contacted by consumable water contains fess than one quarter of one percent (0.25%) of lead by weight. Watts product speartrznons In U.S. customary units and metric are apprmdmam and are provided for reference only. For precise measurements, vowA please contact watts Techntwl Service. Watts reserves the right to change or muddy product design, construdion.specirtalicns, or materials out prior notice and vvtthcut 6mming any elfgargn to make such doves andinodfatiors on Watts products previously or sutsequent/I sold. REVISIO O.iD13- 333 Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT - quarter -tum ball valves LF - without shutoff valves Available Models: 21/2" - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - UUFM outside stem and yoke resilient seated gate valves Note: The installation of a drain line Is recommended. When Installing a drain line, an air gap Is necessary (see ES -AG). Materials: t/4" - 2" (8 - 50mm) Lead Free bronze body construction, silicone rubber disc material In the first and second check plus the relief valve. Replaceable polymer check seats for first and second checks. Removable stainless steel relief valve seat. Stainless steel cover bolts. Standardly fumished with NPT body connections. Model LF0090T furnished with quarter -tum, full port, resilient seated, bronze ball valve shutoffs. Materials: 21/2" and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with plastic seats • Relief valve with stainless steel seat and trim • Lead Free bronze body ball valve test cocks Air Gaps and Elbows Pressure / Temperature Series LF009 1/4" - 2" (8 - 50mm) Suftable for supply pressure up to 175psi (12 bar). Water temperature: 33°F -180°F (0.5° - 75°C). Sizes 21/2" end 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) and water temperature at 110°F (43°C) continuous, 1 40°F (60°C) intermittent. Standards USC Manual 8th Editiont ASSE No. 1013 AWWA C51 1-92 CSA B64.4 IAPMO He No. 1563. -Does not indicate approval status. See below for approved models. el® Approvals ASSE, AW WA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. Approval models QT, AOT, PC, NRS, OSY. UL Classified 2W and 3° (65 and 80mm) with OSY gate valves. h400EL Fa Series (F909, u009 and 993 sties GRAIN OUTLET 6r mm M. DIMENSIONS A mm M. e mm WEIGHT Ib$. Atgt 909AG-A 1/4"-W LF009, 'k 13 2% 60 31/4 79 .625 .28 Ye LF009M2/M3 909AG-C 34"-1"1$009/909, 1 25 31/4 83 4r 124 1.50 .68 1"-11/4" LF009M2 909AG-F 1W-2"LF009M1, 2 51 4'% 111 6',4 171 3.25 1.47 1'W-3" LF009/909, 2" LF009M2, 4"-6" 993 909A6 -K 4°-6" LF909, 3 76 6' 162 9% 243 6.25 2.83 8"-10" LF909M1 909A6 -M 8"-10" LF909 4 102 7% 187 111/4 394 15.50 7.03 909EL-A 1/4'-W LF009, Ye LF009M2/M3 - - - - - - - - 909EL-C '/4"-1" LF009/909. . - - VA 60 2% 60 .38 .17 • 909EL-F 1W-2" LF009M1, - - 3%t 92 3% 92 2 .91 1'/i'-2" LF009/909, 2" LF009M2. 4"-6" 993 909EL-H 2W-3" - - - - - - - - Vertical A B 1 B Dimensions and Weight: 1/4" - 2" (8 - 50mm) LF009 LF009'1." — 2" h SIZE (ON) mm h A mm h 8 mm OIMERSIWIS (APPROX.) C h mm 0 h mm it L mm WEIGHT ifis. kgs '% 8 10 250 41/4 117 3% 86 11/4 32 5'h 140 5 2 % 10 10 250 4% 117 3% 86 1' 32 5% 140 5 2 14 15 10 250 45% 117 3% 86 11/4 32 5'% 140 5 2 '/i 20 101/4 273 5 127 3'% 89 1'% 38 61/4 171 6 3 1 25 16% 425 5'% 140 3 76 2'% 64 9% 241 12 5 14 32 17% 441 6 150 3'% 89 2'% 64 11% 289 15 6 1% 40 17% 454 6 150 3% 89 2'% 64 11% 283 16 7 2 50 213% 543 71/4 197 4'h 114 3'% 83 134 343 30 13 Dimensions and Weight: 21/2" and 3" (65 and 80mm) LF009 MODEL StZE Ott In. mm in A mm In. C mm h. DIMENSIONS 0 mm (APPROX) E h. mm h L mm h. R min h U mm WEIGHT. Ib[ kgs. LF009LF 2'% 65 — --- — — 4'% 114 — — 18% 460 — — 10% 270 76 34.5 LF0090SY 2'% 25 331/4 845 15% 403 4'% 114 16% 416 18'% 460 73% 197 10% 270 166 75.3 LF009NRS 2% 65 331/4 845 113% 289 4'% 114 163% 416 18'% 460 73% 197 105% 270 161 73.0 LF009LF 3 80 --- — — — 4'% 114 — — 18% 460 — — 105% 270 76 34.5 LF0090SY 3 80 341/4 870 18% 470 4% 114 16% 422 18'% 460 8% 222 10% 270 198 89.8 LF009NRS 3 80 34% 870 12% 324 4% 114 16% 422 18'% 460 834 222 10% 270 191 86.6 Capacity Performance as established by an independent testing laboratory. *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 AP g kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 t/4" (8mm) LF009QT .25 .60 .75 1 1.17 gpm .95 1.9 2.9 38 4.5 Ipm i" (10mm) LF009QT 0 .25 .50 .75 1.25 1.50 2.5 3.1 gpm AP 0 .95 1.9 2.9 38 4.8 5.7 9.4 11.8 fpm kPa psi 172 25 138 20 103 15 69 10 35 5 AP p kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 AP 07.6 r" (15mm) LF009QT 2.5 5 7.5 10 12.5 15 gpm 3.8 9 5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps %" (20mm) LF009M3QT •■■■■u■■■■■■■■/G■ 1■■!!■■■■■■Pr.i■11■ 1■■■■■/t•MG/■■■■!■ • aliiir■■■■■■■■11!11 1■■■■u■■■■■■■■■■■ 1!!!■■!!■!■■1110■■■ 1■■■■!■■■■■A!!!■■ kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 5 10 0 19 38 6 10 14 18 22 26 30 34 38 42 46 gpm 23 38 53 68 84 99 114 129 144 160175 Ipm 7.5 15 fps 2.3 4.6 mps 1" (2,5mm) LF009M2QT 20 30 40 50 60 70 80 gpm 76 1 4 152 190 228 268 304 Ipm 7.6 15 fps 2.3 4.8 mps psi (321m) LF009M2QT kF'a 172 25 138 20 103 15 69 10 35 5 0 0 0 AP 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP p 10 20 38 76 5 1.5 30 40 50 60 70 80 gpm 1 4 152 190 228 286 304 Ipm 7.5 10 15 fps 2.3 3.0 4.6 mps Ph" (40mm) LF009M2QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 APp kPa psi 172 25 138 20 103 15 69 10 35 5 0 00 10 20 30 40 50 60 70 80 90 100 1 0 120 gpm 38 76 114 152 190 228 266 304 342 380 4 8 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) LF009M2QT 20 40 60 80 100 120 140 76 152 228 304 380 456 532 5 7.6 10 1.5 2.3 3.0 2'h" (855mm) LF009 160 608 15 4.6 180 200 m 684 760 Ipm fps mps 25 50 75 100 125 150 175 200 225 250 gpm AP 0 05 10- 295 380 475 570 665 780 885 950 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm AP 0 95 190 285 380 475 570 665 760 855 950 104511401235 Ipm 5 7.6 10 Ps 1.5 2.3 3.0 mps 3" (80mm) LF009 A Watts Water Technologies Company ES-LF009 0940 USA: 815 Chestnut St., No. Andover, MA 01845 6098; www.watts.com Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; vAvw.wattscanada.ca ® 2009 Watts -i'- 0 .25 .50 .75 1.25 1.50 2.5 3.1 gpm AP 0 .95 1.9 2.9 38 4.8 5.7 9.4 11.8 fpm kPa psi 172 25 138 20 103 15 69 10 35 5 AP p kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 AP 07.6 r" (15mm) LF009QT 2.5 5 7.5 10 12.5 15 gpm 3.8 9 5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps %" (20mm) LF009M3QT •■■■■u■■■■■■■■/G■ 1■■!!■■■■■■Pr.i■11■ 1■■■■■/t•MG/■■■■!■ • aliiir■■■■■■■■11!11 1■■■■u■■■■■■■■■■■ 1!!!■■!!■!■■1110■■■ 1■■■■!■■■■■A!!!■■ kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 5 10 0 19 38 6 10 14 18 22 26 30 34 38 42 46 gpm 23 38 53 68 84 99 114 129 144 160175 Ipm 7.5 15 fps 2.3 4.6 mps 1" (2,5mm) LF009M2QT 20 30 40 50 60 70 80 gpm 76 1 4 152 190 228 268 304 Ipm 7.6 15 fps 2.3 4.8 mps psi (321m) LF009M2QT kF'a 172 25 138 20 103 15 69 10 35 5 0 0 0 AP 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP p 10 20 38 76 5 1.5 30 40 50 60 70 80 gpm 1 4 152 190 228 286 304 Ipm 7.5 10 15 fps 2.3 3.0 4.6 mps Ph" (40mm) LF009M2QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 APp kPa psi 172 25 138 20 103 15 69 10 35 5 0 00 10 20 30 40 50 60 70 80 90 100 1 0 120 gpm 38 76 114 152 190 228 266 304 342 380 4 8 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) LF009M2QT 20 40 60 80 100 120 140 76 152 228 304 380 456 532 5 7.6 10 1.5 2.3 3.0 2'h" (855mm) LF009 160 608 15 4.6 180 200 m 684 760 Ipm fps mps 25 50 75 100 125 150 175 200 225 250 gpm AP 0 05 10- 295 380 475 570 665 780 885 950 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm AP 0 95 190 285 380 475 570 665 760 855 950 104511401235 Ipm 5 7.6 10 Ps 1.5 2.3 3.0 mps 3" (80mm) LF009 A Watts Water Technologies Company ES-LF009 0940 USA: 815 Chestnut St., No. Andover, MA 01845 6098; www.watts.com Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; vAvw.wattscanada.ca ® 2009 Watts JOT BOX Valve Enclosure,Unheated,R8, 39 In. - Valve Enclosures - 6CHK2ILF013039... Page 1 of 3 GRAINGER., 1Nr Valve Enclosure, Unheated, R8, 39 In. HOT BOX rice: $1,208.00! each ypically in Stock 0 AddRepair & Replacement Coverage for $199.00 each. Item # 6CHK2 Mfr. Model # UNSPSC # 40141616 LF013039028 Catalog Page # 4068 Technical Specs Shipping Weight 53.0 lbs. ountry of Origin USACountry of Origin is subject to change. Item Valve Enclosure Heated/Unheated Unheated Height 28" Width 13" Length 39" Mounting Pad Size 50 x 24" Compliance and Restrictions Color White Body Material Fiberglass Pipe Size 2" Insulation Class R8 Standards ASSE1060 None . RECEIVED CITY OF TUKWILA MAY 0 9 2014 PERMIT CENTER REVISION NO,2P13- 33 httn://www. Qrainger.com/oroduct/HOT-BOX-Va1ve-Enclosure-6CHK2?searchOuerv=6CH... 5/9/2014 J-IOT BOX Valve Enclosure,Unheated,R8, 39 In. - Valve Enclosures - 6CHK2ILF013039... Page 2 of 3 Alternate Products Valve Enclosure, 90W Heater, L 39 In. Item # 6CHK1 HOT BOX Price:$1,215.00 ['Compare Customers Also Purchased Paper Towel RoII,Envision, Bm,800R,PK6 Item # 2U232 GEORGIA -PACIFIC Price: $60.80 nAdd to Cart Reduced Pressure Zone Backflow Preventer Item # 26X130 FEBCO Price: $1145.00 Add to Cart Button CeII Battery,3031357,Silver Oxide Item # 2HYJ2 DURACELL Price: $2.84 nAdd to Cart Reduced Pressure Zone Backflow Preventer Item # 40D857 APOLLO Price: $683.00 nAdd to Cart Prev 1 Next 0 Reviews I * * * * * 0 cut of 5 This Product has no Reviews. Be the first to Write a Review. Product Reviews Disclaimer. Grainger is neither responsible for, nor does it endorse, the content of any product review or statement posted. Any statements posted constitute the statements of the poster and are not the statements of Grainger. The statements posted by Grainger employees with the Grainger employee badge represent the views of such employees and are not the statements of Grainger. Grainger makes no representations as to the appropriateness, accuracy, completeness, correctness, currentness, suitability, or validity of any product review or statements posted, including those posted by employees with the Grainger employee badge, and is not liable for any losses, mjunes or damages which may result from any such product review or statements. Use of any linked web site provided in a product review or post is at the user's own risk Ask & Answer 0 Questions 1 0 Answers 1 This Product has no QBA. Be the first to Ask and Answer Disclaimer: Grainger is neither responsible for, not does it endorse, the content of any statement posted. Any statements posted constitute the statements of the poster and are not the statements of Grainger. The statements posted by Grainger employees with the Grainger employee badge represent the views of such employees and are not the statements of Grainger. Grainger makes no representations as to the appropriateness, accuracy, completeness, correctness, currentness, suitability, or validity of any statements posted, including statements posted by employees with the Grainger employee badge, and is not liable for any losses, injuries or damages which may result from any such statements. Use of any linked web site provided in a post is at the user's own nsk. This site should not replace the use by you of any technical product manual or other professional resource or adviser available to you. http://www. grainger.com/product/HOT-BOX-Valve-Enclosure-6CHK2?searchOuerv=6CH... 5/9/2014 .HOT BOX Valve Enclosure,Unheated,R8, 39 In. - Valve Enclosures - 6CHK2ILF013039... Page 3 of 3 The source for the answers given by Grainger in Ask and Answer are based on the information provided with the question, which may not be complete or may not apply to other situations, and based on product literature and informational materials, the content of which is provided by Grainger's product suppliers. Grainger disclaims liability for any information it provides in Ask and Answer which later may be alleged or determined by a court of law to be inaccurate or incorrecL The answers given by Grainger in Ask and Answer are not intended to replace or supplement any professional, engineenng or other consultation services available to its product users. Always read, understand, and follow the product information and instructions provided by the manufacturer. same on category AAA as well http://www.grainger.com/product/HOT-BOX-Valve-Enclosure-6CHK2?searchOuerv=6CH... 5/9/2014 Nw STRUCTURAL ENGINEERS Engineers. Northwest Inc., P.S. FILE COPY pi•rrft1't NO. TOP POT DONUTS 401 Baker Blvd. Tukwila, WA STRUCTURAL CALCULATIONS FOR NEW OPENING Code: 2012 International Building Code Wind: 110 mph, Exposure "B" Seismic: Ss = 1.451 SDS = 0.967 S1 = 0.541 SD1 = 0.541 Seismic Design Category "D" December 16, 2013 ENW Project No. 13000119 CORRECTION LTR# REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 072014 PERMIT CENTER • • • 9725 Third Avenue NE . Seattle, WA 98115 • 206.525.7560. fax 206.522.6698 www.engineersnw.com 12/13/13 Design Maps SummaryReport MUMS Design Maps Summary Report User -Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.4578°N, 122.252°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 1SGS-Provided Output Ss = 1.451 g S1 = 0.541 g SMS = 1.451 g SM1 = 0.811 g SDS = 0.967 g S01 = 0.541 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.65 1.50 1.35 1.20 1.05 0.90 0.75 0.60 0.45 0.30 0.15 0.00 0.00 MCER Response Spectrum 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 Period, T (sec) 2.00 Design Response Spectrum 1.10 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 Period, T (sec) 2.00 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. g eohazards.usg s.g ov/desig nmaps/us/sumrnary php?template=mini mal &latitude=47.457799&long itude=-122.251998&si tecl ass=3&ri si categ ory=0&edi tion= i be -2... 1/1 ENGINEERS-NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., P.S.- Use by others unlawful ASCE 7-10 Seismic Loads per ASCE 7-10- Chapter 12 Seismic Design Requirements for Building Structures Input Cells = Project Number: Project Name: Location: Design By: 13000119 TOP POT DONUTS TUKWILA, WA H. IKEDA 2012 IBC Section 1613 / ASCE 7-10 Section 12.8 Equivalent Lateral Force Procedure All references below are to ASCE 7-10 (U.N.O.) INPUT Basic Seismic Force Resisting System = Basic Seismic Force Resisting System = Is diaphragm considered flexible? = Structural height, hn = Ss = Si = T� = Site Class (soil) = Risk Category Top of wall elevation (parapet) = Elev. of top of wall lateral support (max.) = Elev. of top of wall lateral support (min.) = Regular structures 5 stories ? = SHEET OF A2. Ordinary reinforced concrete shear walls Output Site Coefficient, Fa = 1 Site Coefficient, F = 1.5 SMS = SMI SDs = SDI _. Seismic Design Category (SDC) = To = Ts = Ct = Period, T = Sa = Response Modification Coefficient, R = System Overstrength Factor, O = Deflection Amplification Factor, Cd = Importance Factor, Ie = Detailing Reference Section = C+s calc = Cs max = Cs min = Cs use = Vu = V= E = Bearing Wall Systems ft spectral response acceleration at a period of 0.2s for Site Class B spectral response acceleration at a period of 1.0s for Site Class B Long -period transition period Table 1.5-1 ft ft (roof high point- minimum parapet) ft (roof low point- maximum parapet) Section 12.8.1.3 Table 11-4.1 Table 11-4.2 1.451 Eqn 11.4-1 0.812 Eqn 11.4-2 0.967 Eqn 11.4-3 0.541 Eqn 11.4-4 D Section 11.6 & Tables 11.6-1 & 11.6-2 0.112 Section 11.4.5, 0.2Sd1/Sds 0.559 Section 11.4.5, Sd1/Sds 0.02 Table 12.8-2 0.16 sec, Section 12.8.2.1 (Eqn 12.8-7) 0.967 Section 11.4.5 (Eqns 11.4-5, 11.4-6, 11.4-7) 4 Table 12.2-1 2 Table 12.2-1 4 Table 12.2-1 1 Table 1.5-2, by Risk Category 14.2 0.242 0.845 0.043 0.242 0.242 0.169 fole .344v3. 51' L. ,vow /. c( 0 7o 1-'t5?. /6o,. p! ?feENCE a=sS ?HA) 0 A/o is 4( C Section 12.8.1.1, Eqn 12.8-2 Section 12.8.1.1, Eqns 12.8-3 & 12.8-4 Section 12.8.1.1, Eqns 12.8-5 & 12.8-6 Section 12.8.1.1, Eqns 12.8-2 -12.8-6 W (LRFD) Section 12.8.1, Eqn 12.8-1 * W (ASD) 0.193 * D = +1- SDs D (Eqn 12.4-4) - May be zero for proportioning foundations. = 1 iso 176E ) /2F- LRFD �--� 3 7 PSF ASD A1'1AC.`C SIS R-Ec ©sU stt eAra ‘A/ PL,L k u o• 2 -- Copy of ASCE7-10 Seismic Loads EO ENGINEERS -NORTH WEST,INC. P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., P.S.- Use by others unlawful ASCE 7-10 Wind Loads per ASCE 7-10- Chapter 30 - Components & Cladding - h <_ 60'-0" Input Cells = Project Number: 13000119 Project Name: Location: TOP, POT DONUTS TUKWILA; WA Design By: H. IKEDA Program Limitations: 1. Building must be a low-rise building or 2. Building mean roof height does not exceed 60 feet. 3. Building is enclosed or partially enclosed. BUILDING AND SITE INFORMATION INPUT Building width, B = Building length, L = Building eave height, he = Building ridge height, hr = Height of parapet, hp = Roof slope, s = Is roof a gable or hip = Risk Category = Wind velocity, V = Exposure = Topographic factor, Ke Wind directionality factor, Ka = Bldg internal pressure condition = Wall Effective Wind Area, EWA = Roof Effective Wind Area, EWA = 120 160 16 16 16 0.25 In./ft.:; Gable 110 B 1 0.85 Enclosed 85 85 ft ft ft ft ft = 1.19 degrees mi/hr = 85 mi/hr (ASD) ft` ft` OUTPUT Mean roof height, h = 16 ft a = 6.4 ft Internal Pressure Coeff's, GC0 = 0.18 • -0.18 Pressure exposure coeff, Kb = 0.7 Velocity pressure, qh = 18.43 psf SHEET OF �g 43 ®fF (c'.1— �. ��� =If.? elf 6/. 6 ( tor- p 5p:,) - /Z. o ps - 4",4 5 COMPONENTS AND CLADDING (C&C). p = gn((GCp) - (GC0)] (Ib/ft2) Wind Pressures for Walls with h 5 60' `Note: Design wind pressures shall not be less than a net pressure of 16psf (ult) acting in either direction normal to the surface. Wind Pressures Acting Toward Surface Bldg Surface 4 & 5 = 17.2 psf (LRFD) = 10.3 psf (ASD) Wind Pressures Acting Away From Surface Bldg Surface 4 = -18.8 psf (LRFD) = -11.3 psf (ASD) Bldg Surface 5 = -21.1 psf (LRFD) = -12.7 psf (ASD) Copy of ASCE7-10 Wind Loads Low Rise C&C ENGINEERS -NORTHWEST, INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 Wind Pressures for Roofs (gable roofs, & hip roofs) with h S. 60' *Note: Design wind pressures shall not be less than a net pressure of 16psf (ult) acting in either direction normal to the surface. Wind Pressures Acting Toward Surface Roof Surface 1, 2 & 3 = 7.1 psf (LRFD) = 4.3 psf (ASD) Wind Pressures Acting Awav From Surface Roof Surface 1 = -20 psf (LRFD) = -12 psf (ASD) Roof Surface 2 = -24.5 psf (LRFD) = -14.7 psf (ASD) Roof Surface 3 = -25.8 psf (LRFD) = -15.5 psf (ASD) Wind Pressures Acting Awav From Surface (Overhang) Roof Surface 1 = -29.6 psf (LRFD) = -17.8 psf (ASD) Roof Surface 2 = -29.6 psf (LRFD) = -17.8 psf (ASD) Roof Surface 3 = -17.3 psf (LRFD) = -10.4 psf (ASD) Ial o ;0 5. If a parapet equal to or higher than 3 ti (0.9m) is provided around the perimeter of the roof with 0 <_ 7°, the negative values of GCI, in Zone 3 shall be equal to those for Zone 2 and positive values of GCT in Zones 2 and 3 shall be set equal to those for wall Zones 4 and 5 respectively in Figure 30.4-1. Wind Pressures for Parapets (gable roofs, & hip roofs) with h 5 60' "Note: Design wind pressures shall not be less than a net pressure of 16psf (ult) acting in either direction normal to the surface. pp = gp[(GCp) - (GCpi)l (Ib/ft2) Velocity pressure, qp = Parapet Load Case A Wind load © corner, pp = Wind Toad not @ corner, pp = Parapet Load Case B Wind load © corner, pp = Wind Toad not © corner, pp = Fig. 30.4.1 Poo wan Pressure Zane 4 115 Windward parapet Load Case A 18.43 psf 36.4 psf (LRFD) = 21.8 psf (ASD) 35.1 psf (LRFD) = 21.1 psf (ASD) 31.7 psf (LRFD) = 19 psf (ASD) 29.4 psf (LRFD) = 17.6 psf (ASD) Leeward parapet Load Case 13 Top of parapet Fig. 30.4-1 - PaamveWan Prebure _► Zane 065 -14 _► 16 1 6. FV.30.4.1 - ► Negative Wan _► Pmeu Zoro06m 5 - ► —► — ► —► —- ► —4 — 4 —► —► —► A ri SHEET OF Copy of ASCE7-10 Wind Loads Low Rise C&C JOB # ENGINEERS-NORTHWEST,INC.P.S. SHEET OF 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful JOB NAME :- 13000119.000 Rev. 6/25/04 TOP POT DONUTS FOR : - DESIGN of Square Tube Steel (HSS) Strong backs @ new wall openings, etc. WALL STRONG BACK LOCATION: - WALL Input cells = HSS TOP = 12.53 ft. HSS. STRONGBACK OPENING Conn. must occur between 1st. conn. above top of door & floor (60" o/c max.) I-� w1 ft= >lic W2ft 0.00 ''3:33 h3ft= ft _ v h2 hft= T Weft= 3.20 Trial Sq. HSS size = I PROVIDED = IREQ'D.= S PROVIDED = SREQ'D.= ACTUAL DEFLECTION = ALLOWABLE DEFL.(12H/150) = 5X5X3/16 12.6 7.25 5.03 2.34 0.74 1.28 in.4 in.4 in.3 in.3 in. in. hft= y I- ROOF ( Wall support ht. ) 0.33 4.00 1.00 7.20 Duration factor =- wind wind Toad seismic Toad =- lateral lateral design load = T=C= T = C = MexlsT= MTUBE = Hft= 16.00 uPLF= 182 1.00 strength 12.00 psf 37.00 ', : psf 37.00 psf loading 1627 # (conn.just above door) 1481 5837 5925 # (top connection) ( IN WALL HEIGHT "H" ) #-ft T MAX. = 1627 ;# @ WALLCONNS. V MAX: = 1459 # @ TS BASE CONN. WALL WITH HSS 5X5X3/16 STRONG BACK IS OK FOR LATERAL LOAD SHOWN HSS 5X5X3/16 weighs 11.97 plf Strongback Pagel 12/16/2013 Copy of STRBACK www.hilti.us WALL... C6 A/ Profis Anchor 2.4.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project 1 Pos. No.: Date: 12/16/2013 Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [Ib, in.Ib] Kwik Bolt TZ - CS 3/8 (2) het = 2.000 in., hnom = 2.313 in. Carbon Steel ESR -1917 5/1/2013 1 5/1/2015 design method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0.500 in. IX x lY x t = 6.500 in. x 10.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) Square HSS (AISC); (L x W x T) = 4.000 in. x 4.000 in. x 0.188 in. cracked concrete, 2500, fe' = 2500 psi; h = 5.500 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar "tiff* no Z X I0i11..T1 www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.4.3 2 12/16/2013 2 Load case/Resulting anchor forces Load case: Design Toads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 1200 0 0 0 2 1200 0 0 0 max. concrete compressive strain: - [%o] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 2400 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [Ib] 3 Tension Toad Load Nue [Ib] Capacity 4)N„ [Ib] Steel Strength* 1200 4875 Pullout Strength* 1200 1475 Concrete Breakout Strength** 2400 3125 anchor having the highest loading "anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value Nsteet Z Nua refer to ICC -ES ESR -1917 ACI 318-08 Eq. (D-1) Variables n Ase.N [in 2] 1 0.05 Calculations Nsa [Ib] 6500 futa [psi] 125000 Results Nsa [Ib] .steel 4) Nsa [Ib] Nue [lb] 6500 0.750 4875 1200 3.2 Pullout Strength Npn�( = Np,2eoo fc 2500 Npnr 2 Nus ACI 318-08 Eq. (D-1) refer to ICC -ES ESR -1917 Variables fc [psi] Np,2500 [Ib] 2500 Calculations fe 2500 1.000 Results N,„4 [Ib] 2270 2270 4)concrate 0.650 Npn.G [Ib] Nua [Ib] 1475 1200 Utilization ON = NuaJ$Nn Status 25 82 77 OK OK OK www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: 1114116T1 Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.4.3 3 12/16/2013 3.3 Concrete Breakout Strength Ncbg = (At) Wec,NWed,N Wc,N wcp,N Nb Nag 2 Nua ANC see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANco = 9 her Wec,N llled,N Wep,N Nb Variables hef [in.] 2.000 1 _ \ (1+2eN s1.0 3 her = 0.7 + 0.3(Ca min \ s 1.0 1.5hef = MAX(c 1.5hef) 51.0 Cac Cac =kChef5 ec1,N [in.] eC2,N [in.] ACI 318-08 Eq. (D-5) ACI 318-08 Eq. (D-1) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) 0.000 Cac [in.] kc 4.000 17 Calculations ANc [in.2] 72.00 Results Ncbg [Ib] 4808 0.000 Ce,min [in.] Wc,N 12.000 1.000 ANco [in.2] 36.00 4concrete 0.650 1 fc [psi] 2500 Wecl,N 11/ec2,N Wed,N Wcp,N Nb [Ib] 1.000 1.000 1.000 1.000 2404 Ncbg [Ib] 3125 Nua [lb] 2400 N1`TI www.nuti.us Profis Anchor 2.4.3 4 Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 12/16/2013 4 Shear Toad Load V. [Ib] Capacity en [Ib] Utilization fly = V„,/+V„ Status Steel Strength* N/A N/A N/A N/A Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength* N/A N/A N/A N/A Concrete edge failure in direction ** N/A N/A N/A N/A * anchor having the highest loading *"anchor group (relevant anchors) 5 Warnings • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The c factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.4.3 5 12/16/2013 6 Installation data Anchor plate, steel: - Profile: Square HSS (AISC); 4.000 x 4.000 x 0.188 in. Hole diameter in the fixture: dr = 0.438 in. Plate thickness (input): 0.500 in. Recommended plate thickness: not calculated Cleaning: Manual cleaning of the drilled hole according to Coordinates Anchor in. 3.250 Anchor type and diameter: Kwik Bolt TZ - CS, 3/8 (2) Installation torque: 300.000 in.lb Hole diameter in the base material: 0.375 in. Hole depth in the base material: 2.625 in. Minimum thickness of the base material: 5.000 in. instructions for use is required. y 3.250 0 01 0 0 co 0 0 ui 0 0 0 O O O 3.250 3.250 Anchor x y c.x c*x c.y cry 1 0.000 -4.000 12.000 12.000 12.000 20.000 9 n nnn 4 Ann 19 nnn 12 nnn 2n nnn 12 nnn i®II111.719 www.hilti.us Company: Page: Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: E -Mail: Profis Anchor 2.4.3 6 12/16/2013 7 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. www.hilti.us t3As c_oNA/S. 1411.:11,1 Profis Anchor 2.4.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 12/16/2013 Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 318 (2) Effective embedment depth: het = 2.000 in, hnom = 2.313 in. Material: Carbon Steel Evaluation Service Report: ESR -1917 Issued I Valid: 5/1/2013 15/1/2015 Proof: design method ACI 318 / AC193 Stand-off installation: et, = 0.000 in. (no stand-off); t = 0.500 in. Anchor plate: Profile: Base material: Reinforcement: 1, x lY x t = 6.500 in. x 10.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) Square HSS (AISC); (L x W x T) = 4.000 in. x 4.000 in. x 0.188 in. cracked concrete, 2500, fa' = 2500 psi; h = 5.500 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic Toads (cat. C, D, E, or F) no Geometry [in.] & Loading [Ib, in.lb] z h®11011"1 www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.4.3 2 12/16/2013 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 0 1050 1050 0 2 0 1050 1050 0 max. concrete compressive strain: [56] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension load Load N„a [Ib] Capacity 4,N„ [Ib] Utilization ON = N„,/$N„ . Status Steel Strength* N/A N/A N/A N/A Pullout Strength* N/A N/A N/A N/A Concrete Breakout Strength** N/A N/A N/A N/A * anchor having the highest loading *"anchor group (anchors in tension) www.hilti.us Company: Page: Specifier Project: Address: Sub -Project I Pos. No.: Phone I Fax: l Date: E -Mail: Profis Anchor 2.4.3 3 12/16/2013 4 Shear Toad Load V. [Ib] Capacity 1Vn [Ib] Utilization Sv = Vaa/4Vn Status Steel Strength* 1050 2337 45 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength** 2100 3366 63 OK Concrete edge failure in direction x+** 2100 4283 50 OK * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vsa = ESR value refer to ICC -ES ESR -1917 Vsteet a Vua ACI 318-08 Eq. (D-2) Variables h Ase,v [in.2] fie [psi] 1 0.05 125000 Calculations V. [Ib] 3595 Results V. [Ib] <steet • V. [Ib] V. [Ib] 3595 0.650 2337 1050 4.2 Pryout Strength VcDB — kcp RA—NT) ) Wec,N Wed,N Wc,N Wcp.N Nb] VcPg a Vua ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANco = 9 het 1 WecN= 1 + 2 5 1.0 3 her = 0.7 + 0.3 (Ca,min 1 5 1.0 Wed,N 1.5het =MAX (Camin,1.5her\ 5 1.0 Wcp,N '13C, J Cac Nb = kc heir Variables kcp hei [in.] ec1,N [in.] 1 2.000 0.000 ACI 318-08 Eq. (D-31) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (0-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (0-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) ec2,N [in.] Ca,min [in.] 0.000 12.000 Wc,N cec [in.] kc x fc [psi] 1.000 4.000 17 1 2500 Calculations ANc [in.2] 72.00 Results Vcpa [Ib] 4808 ANcO [in.2] Wect,N 36.00 1.000 4wncrete 0.700 Wec2,N 1.000 Vcpa [Ib] V. [Ib] 3366 2100 Wed,N 1.000 Wcp,N 1.000 Nb [Ib] 2404 1■■11LT1 www.hiiti,us Company: Specifier: Address: Phone 1 Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.4.3 4 12/16/2013 4.3 Concrete edge failure in direction x+ A Vag = (A;70) Wec,V Wed.V Wc,V Wn,V WParaTI I,V Vb Vcbg 2 Vua Avc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) Avco = 4.5 Cep 1 Wec,V = (.1 2ev 5 1.0 Scat Wed,v =0.7+0.3(15 at)51.0 = .5Cat 2 1.0 ha Wh,V 0.2�r— r� Vb = (7 (de) Vua)►c cal Variables Cai [in.] 8.000 Cat [in.] eov [in.] 12.000 0.000 ACI 318-08 Eq. (D-22) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-23) ACI 318-08 Eq. (D-26) ACI 318-08 Eq. (D-28) ACI 318-08 Eq. (D-29) ACI 318-08 Eq. (D-24) Ito/ ha [in.] 1.000 5.500 le [in.] l da [in.] fc [psi] 2.000 1.000 0.375 2500 Wparaitel,V 1.000 Calculations Avc [in.2] Avco [in.2] Wec,V Wed,V Wh,V Vb [Ib] 176.00 288.00 1.000 1.000 1.477 6778 Results Vag [Ib] 4concrete 4, Vag [Ib] Vua [Ib] 6119 0.700 4283 2100 5 Warnings • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The 0 factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.4.3 5 12/16/2013 6 Installation data Anchor plate, steel: - Profile: Square HSS (AISC); 4.000 x 4.000 x 0.188 in. Hole diameter in the fixture: dr = 0.438 in. Plate thickness (input): 0.500 in. Recommended plate thickness: not calculated Cleaning: Manual cleaning of the drilled hole according to Coordinates Anchor in. Anchor x y 3.250 Anchor type and diameter: Kwik Bolt TZ - CS, 3/8 (2) Installation torque: 300.000 in.lb Hole diameter in the base material: 0.375 in. Hole depth in the base material: 2.625 in. Minimum thickness of the base material: 5.000 in. instructions for use is required. y 3.250 0 0 0 0 2 0 0 0 ui 01 O 0 0 0 3.250 3.250 c_x cox c.y c.y 1 0.000 -4.000 12.000 12.000 12.000 20.000 9 n nnn A nnn 19 nnn 19 nnn 9n nnn 19 nnn F■II�.TI www.hilti.us Company: Specifier. Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.4.3 6 12/16/2013 7 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. s1-{" NEW DR DOOR 611H EXIT Sal AND PATHWAY WHIM • DWGS FOR PROVIDE 6 120V 60A lFNTS BOX AT CEILING FOR DROP CORDS La- ®i'llaffeti® ®N PROVIDE FRESH AOR A 0.7 CFM/SF16TH HIM OI INTAKE SDE AT PRODUCTION AREA PROVIDE DRIPS THIS AREA FOR�E0111 LENT 1 (3) 22QV MA AND (4) 120V ROL_---_ J BAKERY AREA B B FRP MADISON AT SINKS AND WASHING AREA 416' WM IMPACT DOORS IN HM FRAME COMMERCIAL OW 220V 20A FLOOR DRAIN L ----J 110V 20A OUTLET TIPICAL ROASTING PROVIDE BAROMETRIC � AT EXISTING September 26, 2014 To Whom It May Concern: Top Pot Doughnuts will not be installing the following items: • Rack Washer • Kettle Fryer • Coffee Roaster RECEIVED CITY OF TUKWILA OCT 032014 PERMIT CENTER If we do decide to install them down the road, it will be under a separate permit. If you have any questions, please contact Top Pot Doughnuts or Wilcox Construction. Thank you, Amy Gundlach Top Pot Doughnuts Top Pot Doughnuts 1200 Westlake Avenue North • Suite 713 • Seattle, Washington 98109 • 206.728.1986 • Fax 206.443.7732 LANCE MUELLER 6 ASSOCIATES A RCHITEC T 9 April 30, 2014 • AIA Allen Johannessen City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 RE: Correction Letter # 3 LMA 14-037 DEVELOPMENT Permit Application Number D13-333 Top Pot Donuts — 401 Baker Blvd Dear Allen, This letter contains the response to questions and comments in the April 28, 2014 Correction # 3 documents from the Department of Community Developments staff members. The responses are provided in the order of the comments on the letter. Building Department: 1. Sheet A2.1 has been revised to include Unisex restroom design with all required ADA information added to floor plan and elevations. This completes my responses. Please call me know if you need anything else. 206-325-2553. Cordiall Bob Fadden Attachments: Drawings A2.1 CORRECTION LTR#�_ -to REVISION Na k3-- 333 RECEIVED CITY OF TUKWILA APR 3 0 2014 PERMIT CENTER 130 Lakeside • Suite 250 • Seattle, WA 98122 • (206) 325-2553 • Fax (206) 328-0554 Architecture Planning Space Planning Interiors April 28, 2014 • City of Tukwila Department of Community Development BOB FADDEN 130 LAKESIDE SEATTLE WA, 98122 RE: Correction Letter # 3 to Revision #1 DEVELOPMENT Permit Application Number D13-333 TOP POT DOUGHNUTS - 401 BAKER BLVD Dear Mr. Fadden, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. Revise the plan changes as specified below: Per the previous memo the unisex accessible bathroom design still does not comply with barrier free clearances. Please look at the Figure 604.3 where side of the toilet to fixtures shall require the 60 inch clearance and front shall be minimum 56 inches. Also see Figure 608.2.1 where the shower shall have a minimum 12 inch off set for transferring to and from the shower. (2009 ANSI FIG. 604.3, FIG. 608.2.1 and 609.4) If this is intended to be an accessible barrier free bathroom, all elements shall meet ADA codes. Revise plan to show the unisex bathroom shall be in compliance with ADA bathroom requirements. * In addition it appears the some of the notes from the Exiting Plan were transferred over to this sheet covering some of the notes making notes difficult to read. For clarity please remove the unrelated notes. (Previous memo item #1) 1. This revision is different from the first revision submitted on March 21st where it now shows an accessible unisex bathroom with an accessible shower. However the required clearance for the water closet does not appear to meet 60 inch required clearance to adjacent fixtures. The shower does not have the required 36 x 48 inches compartment size clearance with the 12 inch offset per ANSI FIG. 608.2.1 for transfer to the shower. Provide revised drawings showing the unisex bathroom complying with the barrier free requirements. Provide accessible bathroom details to show accessible shower and water closet requirements to include grab bar details with dimensions. (2009 ANSI FIG. 604.3, FIG. 608.2.1 and 609.4) Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 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, I can be reached at 206-433-7165. File No. D13-333 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 LANCE MUELLER & ASS CIATES A RCHITEC T 9 April 21, 2014 AIA Allen Johannessen City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 RE: Correction Letter # 2 LMA 14-037 DEVELOPMENT Permit Application Number D13-333 Top Pot Donuts — 401 Baker Blvd Dear Allen, • This letter contains the response to questions and comments in the April 16, 2014 Correction # 2 documents from the Department of Community Developments staff members. The responses are provided in the order of the comments on the letter. Building Department: 1. Sheet A2.1 has been revised to include Unisex restroom design with new shower, water closet and lavatory with all required ADA information added to floor plan and elevations. 2. Plumbing permit to be under separate submittal. 3. Legend corrected (there are no walls to be demo'd). This completes my responses. Please call me know if you need anything else. 206-325-2553. Cordially, C3—C42(CDCL.----. Bob Fadden Attachments: Drawings A2.1 CORRECTION LTR# a7� REVISIONNOJ_ D13- 333 RECEIVED CITY OFTUKWILA APR 2 '3 2014 PERMIT CENTER 130 Lakeside • Suite 250 • Seattle, WA 98122 • (206) 325-2553 • Fax (206) 328-0554 Architecture Planning Space Planning Interiors April 16, 2014 • City of Tukwila Department of Community Development BOB FADDEN 130 LAKESIDE SEATTLE WA, 98122 RE: Correction Letter # 2 for Revision #1 Development Permit Number D13-333 TOP POT DOUGHNUTS - 401 BAKER BLVD Dear Bob Fadden Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. Revise the plan changes as specified below: 1. This revision is different from the first revision submitted on March 21st where it now shows an accessible unisex bathroom with an accessible shower. However the required clearance for the water closet does not appear to meet 60 inch required clearance to adjacent fixtures. The shower does not have the required 36 x 48 inches compartment size clearance with the 12 inch offset per ANSI FIG. 608.2.1 for transfer to the shower. Provide revised drawings showing the unisex bathroom complying with the barrier free requirements. Provide accessible bathroom details to show accessible shower and water closet requirements to include grab bar details with dimensions. (2009 ANSI FIG. 604.3, FIG. 608.2.1 and 609.4) 2. Revision to plumbing permit plans for bathroom revisions shall also be required. It also appears on the revised plan additional sinks and floor drains have been added to the scope of work. Include all other related plumbing revisions on the revised plumbing plans. For clarification, identify all plumbing changes from the first permit plans and cloud all changes. (Response to this item #2 shall be responded to separately under the plumbing permit and shall not be required with this review memo.) 3. In the "Legend" "Existing Wall to Remain" and "Exist. Framed Wall to be Demo'd", there is no difference to the walls shown. Please clarify or provide one with different lines and indicate on the floor plan if needed. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, 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, I can be reached at 206-433-7165. Sincerely, /Jen \ f' er Marshall Permit Technician .e N). D13-333 4300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 LANCE MUELLER & ASSOCIATES A RCHITEC TS April 9, 2014 • AIA Bill Rambo Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D13-133 Top Pot Donuts — 401 Baker Blvd Dear Bill, This letter contains the response to questions and comments in the March 28, 2014 Correction # 1 documents from the Department of Community Developments staff members. The responses are provided in the order of the comments on the letter. Building Department: 1. Revisions to the originally submitted drawings attached. 2. Door & Window Schedule on sheet A4.1 revised per attached. 3. Wall bracing section added to sheet A3.1. 4. Dimension added to door per sheet A2.1. CORRECTION LTR# 4.0 4lak REVISIONNO,IL Bob Fadden 13- 333 Attachments: Drawings A2.1, A2.2, A2.3, A3.1, and A4.1 I:LCEIVED CITY OF TUKWILA APR 1.0 °2014 PERMIT CENTER 130 Lakeside • Suite 250 • Seattle, WA 98122 • (206) 325-2553 • Fax (206) 328-0554 Architecture Planning Space Planning Interiors March 28, 2014 r City of Tukwila Department of Community Development BOB FADDEN 130 LAKESIDE SEATTLE WA, 98122 RE: Correction Letter #1 to Revision #1 DEVELOPMENT Permit Application Number D13-333 TOP POT DOUGHNUTS - 401 BAKER BL Dear BOB FADDEN Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. The architectural plans were provided by a licensed architect. Revisions shall be also provided by that architect in charge of the project. Revisions shall be verified as being done by the design professional in charge to include numbered revision deltas and referenced in the side table with dates. Revised plan shall also identify the previous pan layout so changes can be clearly identifiable on the plan. All changes shall be drawn to scale and shall be provided with all new dimensions. 2. It appears some glass sidelight panels are to be included in the revised layout. Plans shall provide all specific information for glazing panels as well as a door schedule with changes. Door sizes shall be specified. 3. Wall bracing method and detail shall also be clearly shown on the plans. 4. The exit door where the new wall is indicated shall show dimensions to show accessible clearance requirements on the latching side are met. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, 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, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D13-333 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development November 22, 2013 Bob Fadden 130 Lakeside Seattle, WA 98122 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D13-333 TOP POT DONUTS - 401 BAKER BL Dear Bob Fadden, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit 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 following departments: BLDG DEPARTMENT: Allen Johannessen at 206 433-7163 if you have questions regarding these comments. 1. Provide an engineer's structural analysis and specifications for the exterior concrete wall panel where the new opening will be cut out for the new door to be installed. 2. On the egress plan, show the specific egress paths that shall have emergency lighting installed. It shall be those paths that are identified on the plan to be measured and inspected to meet code for 1 footcandle illumination at the walking surface. Emergency illumination shall extend to the exit exterior of the building. Note: Layout of any rack storage shall need to be considered in how it affects the means of egress. (IBC 1006) 3. For clarification, indicate if the wash bay floor and other sloped floors to a drain exist or if construction of those sloped floor are part of the alterations. If so provide concrete cuts and drainage details. Also specify what is to be washed in those areas and specifically if the items cleaned shall contain any type of grease or dairy products. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. 1. A Transportation Impact Fee applies to this permit. Credit will be given for the previous use of the building. The Transportation Impact Fee will be based on any new PM peak hour trips. Please provide as much information as available for the new use of this building. (Number of Employees, business hours, work hours of employees, description of work within the building, etc.). Provide new Office Area square footage, new Manufacturing Area square footage, new Warehouse Area square footage, new Retail Area square footage — as applicable. Provide existing Office Area square footage, existing Manufacturing Area square footage, existing Warehouse Area square footage, existing Retail Area square footage — as applicable. 2. A Traffic Concurrency Certificate Application and Test Fee will apply for a change of use. 3. Provide a completed Public Works permit fee estimate sheet. (For Public Works activities only including — domestic water backflow (RPPA w/HotBox), upgraded 6 -inch fire backflow (DCDVA), new Storz adapter on Fire Department Connection, new tamper switch on P.I.V., new grease interceptor/trap). 4. A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing 2 -inch domestic water meter. Installation at another location requires approval by the Director of Public Works. The (RPPA) shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Specify (RPPA) size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show and label location of the new (RPPA) on a plan sheet. 5. The existing Fire Department Connection (FDC) needs to have a Storz adapter installed. Show and Label on a plan sheet. 6. The existing P.I.V. needs to have a tamper switch installed. Show and Label on a plan sheet. 7. Food preparation requires an outside grease interceptor to be installed per City of Tukwila standard detail no. SS - 14. Show and label on a plan sheet. An interior grease trap/interceptor may be installed under a separate Plumbing Permit if approved by the Senior Water & Sanitary Sewer Engineer. Specify size/manufacturer/model number on plans and include a grease interceptor cut sheet. If you have questions regarding the grease trap/interceptor requirement please contact Mike Cusick, P.E., Senior Water & Sanitary Sewer Engineer at (206) 431-2441. michael.cusick@tukwilawa.gov Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other z documentation. The City requires that four (4) sets of revised plan pages, 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, I can be reached at 206-433-7165. File No. D13-333 W1144 LANCE MUELLER & ASSOCIATES A RCHITEC TS December 30, 2013 AIA Jennifer Marshall Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D13-133 Top Pot Donuts — 401 Baker Blvd RECEIVED CITY OF TUKWILA JAN 0 7 2014 PERMIT CENTER Dear Jennifer, This letter contains the response to questions and comments in the November 22, 2013 Correction # 2 documents from the Department of Community Developments staff members. The responses are provided in the order of the comments on the letter. Building Department: 1. Attached are the structural calculations for the new door opening and sheet S1.1 that provides the specifications and construction details. 2. Sheet A2.3, the Exit Plan, has been updated to show the exit pathways, exit sign location, and the code emergency pathway lighting criteria. Rack and equipment drawings are not available at this time so actual fixture locations cannot be determined. 3. The existing concrete floor at the Wash room will be removed and a new sloped slab installed with a floor drain. Within this room there will be a commercial dishwasher that will be used to clean & sanitize trays, utensils, and mixing bowls. Located within the room is power washer that is used to clean and sanitizes carts that are used to transport donut trays. The articles cleaned are not exposed to grease or dairy products. Within the bakery area are three areas of the floor that will be cut out and re -poured so they slope to a floor drain. The bakery floor will be wet mopped regularly during cleaning and sanitization. The depressed areas are provided so rise water can be squeegeed to the drains. A dowel detail for the cold joint between the new and existing slab has been added to sheet A3.1 PW Department: 1. The existing building according to city records was permitted and constructed in 1963. The initial use was manufacturing and has been continuously used by a manufacturing company. Several years ago the office was renovated under a separate permit. The 130 Lakeside • Suite 250 • Seattle, WA 98122 • (206) 325-2553 • Fax (206) 328-0554 Architecture Planning Space Planning Interiors • current permit application does not expand the office nor does any of the purposed renovation change the established use. For this project there is no change in use and no transportation fees warranted. 2. No test is required since the use has not changed. 3. The Public Works Estimate will be submitted at the time of civil construction permit application. 4. This part of the work is being done by the general contractor's design build utility subcontractor. A separate application has been made for that work by the sub -contractor 5. This part of the project is being done by the general contractor's design build fire protection subcontractor. A separate application has been made for that work by the sub -contractor. 6. This part of the project is being done by the general contractor's design build alarm and monitoring subcontractor. A separate application has been made for that work by the sub -contractor. 7. This facility will be used to produce donuts. Dough will be mixed on site, placed on an automated production line, rolled and cut then goes through an automatic fryer after which the finishing equipment frosts or coats the donuts. No processing or preparation of food is done on site. Oil from the mechanized fryer is recycled through a commercial vender. 14. Plumbing for this project is being done by the general contractor's design build plumbing subcontractor. A separate application has been made for that work by the sub- contractor. A grease interceptor is not appropriate for this facility because the only discharge from the bakery is water used to clean dishes, trays, carts, and floors. If you require any additional information or have other questions please contact us by phone or email. The building will be vacant in the next several days so everyone would like to get under way. Cordially, Bob Fadden Attachments: Drawings A2.1, A2.3, A3.1, and S1.0 Structural Calculations 130 Lakeside • Suite 250 • Seattle, WA 98122 • (206) 325-2553 • Fax (206) 328-0554 Architecture Planning Space Planning Interiors ;PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-333 'RO"JE'CT NAME TOP POT DATE:. 0510912014 ITE 'ADDRESS: 401 BAKER BL Original Plan Submittal Response to Correction Letter # Revision # X Revision # 2, before Permit Issued after Permit Issued DEPARTMENTS: Building Division ❑ VOA Gaii��i� Public Works Fire Prevention Structural n Planning Division riPermit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/13/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 06/10/14 Notation: REVIEWER'S INITIALS: DATE: Permit;Center L/se QnIy F CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 •PERMiT COORS COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-333 DATE: 04/30/14 PROJECT NAME: TOP POT DOUGHNUTS SITE ADDRESS: 401 BAKER BLVD Original Plan Submittal X Response to Correction Letter # 3 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: cq' l (VI Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator 11 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/01/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n DUE DATE: 05/29/14 Approved with Conditions n Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 •• PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-333 DATE: 04/23/14 PROJECT NAME: TOP POT DOUGHNUTS SITE ADDRESS: 401 BAKER BLVD Original Plan Submittal X Response to Correction Letter # 2 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural n Planning Division Permit Coordinator IN PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/24/14 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved n Corrections Required (corrections entered in Reviews) DUE DATE: 05/22/14 Approved with Conditions n Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: okrt Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-333 DATE: 04/10/14 PROJECT NAME: TOP POT DOUGHNUTS SITE ADDRESS: 401 BAKER BL Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: KS NO- t/\ Building Division III Public Works Fire Prevention Structural Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable DATE: 04/15/14 Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/12/14 Approved Approved with Conditions Corrections Required )' Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ot-I\WJk( \ Departments issued corrections: Bldg k Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 • • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-333 DATE: 03/21/14 PROJECT NAME: TOP POT DOUGHNUTS SITE ADDRESS: 401 BAKER BL Original Plan Submittal _ Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: /�-� C0 � Building Division Public WorNiA— 11 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) Alg\ \bIA Fire Prevention Planning Division II Structural LJ Permit Coordinator IIII DATE: 03/25/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) ❑ Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 04/22/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg' Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 1113ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-333 PROJECT NAME: TOP POT DONUTS SITE ADDRESS: 401 BAKER BL X Original Plan Submittal _ Response to Correction Letter # _ DATE: 10-23-13 Response to Incomplete Letter # Revision # After Permit Issued EPA-TMEN !dbmn13A�►. j3 Public Works ,,x,.13 %A 4P Fire Prev ntion Planning Division Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-24-13 Complete Incomplete ❑ Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route %q Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 11-21-13 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2-28-02 Bldg 1 Fire 0 Ping 0 Staff Initials: OPLRMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-333 DATE: 01/07/2014 PROJECT NAME: TOP POT DONUTS SITE ADDRESS: 401 BAKER BLVD Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: \--V6-11\ Building Division ■ 1Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 01/09/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 02/06/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 i PROJECT NAME: .1101 f VT SITE ADDRESS: 401 ,A2 KV 9 PERMIT NO: Dt 7 r�>3 ORIGINAL ISSUE DATE: D % 1 i REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS`�� ISSUED DATE j STAFF INI I LS 1 (r 1 � t 40SN 1,4) Summary of Revision: Gpkkr\fl-/6j ,9P Cr TYL.) `- qA-(,C ovTS106 lti1 NQT� Received by: En c. " C.,,00ctcooAc— REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 ,o' L- 1051;(1/y 1,4) Summary of Revision: pjj-(,jifln? J PlfLeE,E N(71-10tile10 ovTS106 lti1 NQT� Received by: E'7. u, \LLCO c (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please pnnt REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please pnnt REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print Date: • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL 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: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Er Revision # I. after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: -r p foo -D I3-333 REOSIVED CM OP TUKWII.A MAY 0 9 2014 PERMIT CENTER Project Address: Lk o 1 i3,�1..4,- RI., .I Contact Person: Etocc co.) VI— Phone Number: N 2 s S 3 2 - a 3 Summary of Revision: drams / \, —t • , n S- EA I .. o� D,T S �A e. O X. -(-o Sheet Number(s): "Cloud" or highlight all areas of revision including date /of revision Received at the City of Tukwila Permit Center by: AO VEntered in TRAKiT on 0 5/9// L( City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov 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: D13-333 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 3 ® Revision # 1 after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner Project Name: Top Pot Doughnuts Project Address: 401 Baker Blvd Contact Person: / 'i i relxJ,NJ ✓ J Phone Number: 404, • Sas PSS 3 Summary of Revision: Ne 7&/2 4i2,q d o ti./ O/0/,5-/ P A-Af Sheet Number(s): /g . % "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on C:\Users\jenniler-m\Desktop\Revision Submittal Form.doc • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 04/21/2014 Plan Check/Permit Number: D13-333 Response to Incomplete Letter # Response to Correction Letter # 2 Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: TOP POT DONUTS Project Address: 401 Baker Blvd. Contact Person: Bob Fadden RECEIVED CRY 011, ToommA APR 2 3 2014 AEAMireore Summary of Revision: Response to correction letter #2. Sheet Number(s): A2.1 Phone Number: (206) 325-2553 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 121/ Entered in Permits Plus on H:\Applications\rorms-Applications On Line\2010 Applications\7.2010 - Revision Submittal.doc Revised: May 2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 04/09/2014 Plan Check/Permit Number: D13-333 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: TOP POT DONUTS Project Address: 401 Baker Blvd. Contact Person: Bob Fadden Summary of Revision: Provide updated drawings of Tenant Improvements. Sheet Number(s): A2.1 A2.2 A2.3 A3.1 A4.1 Phone Number: (206) 325-2553 it:VP€ OF TUKWILA APR 1 o 2014 itIRMITCENTEP "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:\Applications\rorms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc Revised: May 2011 • City of Tukwila ti o ._Z Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: .3 - 2 ( 1q- Plan Check/Permit Number: j t - 3 3 3j ❑ Response to Incomplete Letter # 'ice Response to Correction Letter # • Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: RECEIVED CITY OF TUKWILA MAR 21 2014 PERIMT CENTE6-3 Project Address: Contact Person:("2t 9/ )%T J9—LL Phone Number: 7) - Summary of Revision: /,7Y h1/ -5/0p- /9,0.40-c' _ ,,_ . alel . � . - Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on O //(/ i C:\Uscrs\lenni(er-m\Dcsktop\Revision Submittal Form.doc Aex) .1 � /�i-,� ow/1-7‘.s 1 y 41G,__ -72/C6() c,Ts -0 City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 •7. Plan Check/Permit Number: D13-333 O Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: T/op Pot Donuts Project Address: 401 Baker Blvd eo4thi Summary of Revision: 'c itrn jOi'f /M' /G'ojN G'WA Contact Person: Phone Number: �b 3zc Zr,�' 43 ,.. UM 06. Z014 Sheet Number(s): /42. / - AL3- A 3. f q' Sf I f C / 4 "Cloud" or highlight all areas of revision including date of revisia on Received at the City of Tukwila Permit Center by: Entered in Permits Plus on C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc u,.,,tcoa• nen„ /n t 9 1 JAN 7Mil PERMIT CENTS t WILCOX CONSTRUCTION INC • 0 Washington State Department of Labor & Industries Page 1 of 3 WILCOX CONSTRUCTION INC Owner or tradesperson LESSARD, MATTHEW J Principals LESSARD, MATTHEW J CARTER, PAUL F HOLOBAUGH, TRENT L WILCOX, LAURA (End: 01/01/1980) WILCOX, A E (End: 01/01/1980) OLDS, HOWARD A (End: 01/01/1980) WILCOX, ROBERT EUGENE (End: 11/15/2010) LESSARD, MATTHEW J (End: 11/15/2010) LESSARD, JAMES MICHAEL (End: 11/21/2005) Doing business as WILCOX CONSTRUCTION INC WA UBI No. 319 007 592 234 5TH AVE SOUTH EDMONDS, WA98020 425-774-4185 SNOHOMISH County Business type Corporation Governing persons MATTHEWJLESSARD License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. WILCOC*194Q0 Effective — expiration 11/20/1981 —12/10/2015 Bond TRAVELERS CAS & STY CO OF AMER Bond account no. SV4713 Received by L&I 09/26/2005 $12,000.00 Effective date 12/01/2005 httns://secure.lni.wa.gov/verifv/Detail.asnx?UBI=319007592&LIC=WILCOC* 19400&SAW= 03/18/2014