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Permit D07-374 - KING COUNTY HOUSING AUTHORITY - TENANT IMPROVEMENT
KING COUNTY SECTION 8 PROGRAM 15455 65 AV S D07 -374 Parcel No.: 0003200004 Address: 15455 65 AV S TUKW Suite No: Cit Tukwila Tenant: Name: KING COUNTY SECTION 8 PROGRAM Address: 15455 65 AV S , TUKVVILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: KING CO HOUSING AUTHORITY Address: 600 ANDOVER PARK W , SEATTLE WA 98188 Phone: Contact Person: Name: JAMES GUERRERO Address: 7520 BRIDGEPORT WAY W , LAKEWOOD WA 98499 Phone: 253 -581 -6000 Contractor: Name: SYNERGY CONSTRUCTION Address: 16818 140TH AVE NE , WOODINVILLE WA 98072 Phone: Contractor License No: SYNERCI101JQ DEVELOPMENT PERMIT DESCRIPTION OF WORK: TENANT IMPROVEMENT OF ENTIRE BUILDING FOR BErrr'lt ORGANIZATION. NEW RAMPED ACCESS FROM STREET TO LOWER LEVEL. PUBLIC WORKS ACTIVITIES INCLUDE INSTALLATION OF DOMESTIC WATER RPPA IN A FREEZE PROTECTION ENCLOSURE, REPLACEMENT OF IRRIGATION PRESSURE VACCM BREAKER (PVB) WITH A DOUBLE CHECK VALVE ASSEMBLY (DCVA). Value of Construction: $270,000.00 Fees Collected: $4,559.94 Type of Fire Protection: NONE International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 0008 * *continued on next page ** Permit Number: D07 -374 Issue Date: 06/20/2008 Permit Expires On: 12/17/2008 Expiration Date: 04/18/2010 doc: IBC-10/06 D07 -374 Printed: 06-20 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: doc: IBC-10 /06 City oTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http:• / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Thee: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Y Moving Oversize Load: Start Thee: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Number: D07 -374 Issue Date: 06/20/2008 Permit Expires On: 12/17/2008 Date: fin( 20 11/ I hereby certify that I have read and eami this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied th 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 o +• ce •f wor I am authorized to sign and obtain this development permit. Signature: _ Date: 6 D GDE) Print Name: GJL 1-ft '( —*r .Q 0-1-- This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 -374 Printed: 06-20 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 0003200004 Address: 15455 65 AV 5 TUI{W Suite No: Tenant: KING COUNTY SECTION 8 PROGRAM PERMIT CONDITIONS Permit Number: D07 -374 Status: ISSUED Applied Date: 09/25/2007 Issue Date: 06/20/2008 1: 2: ** *BUILDING DEPARTMENT CONDITIONS * ** 3: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 4: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 5: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 7: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: 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. 13: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 14: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. doc: Cond -10/06 D07 -374 Printed: 06-27 -2008 19: ** *FIRE DEPARTMENT COND1TiONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the CityofTukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 -3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: 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) 22: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 23: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 24: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 25: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 26: Maintain fire extinguisher coverage throughout. 27: 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) 28: 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) 29: 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) D07 -374 Printed: 06-27 -2008 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: 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) 32: 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) 33: 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) 34: 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) 35: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 36: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on - site generator. (IFC 1006.1, 1006.2, 1006.3) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: 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. 40: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be .Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 41: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of D07 - 374 Printed: 06-27 -2008 such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 45: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 46: The applicant must notify the City Utility Inspector at (206) 433 -0179 MINIMUM 48 HOURS in advance to schedule a PUBLIC WORKS pre - construction meeting. 47: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 48: Any material spilled onto any street shall be cleaned up immediately. 49: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 50: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 51: RPPA shall be installed in a Hot Rock/Box or equal freeze protection enclosure anchored into a minimum 4" thick concrete pad. 52: A separate Tukwila Electrical Permit is required for RPPA enclosure power source. doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us * *continued on next page ** D07 -374 Printed: 06-27 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. - [ / Print Name: 2 / C,-1 A pi _ / l o 747-d 4 Signature: doc: Cond -10/06 Date: l� 7/9 is D07 - 374 Printed: 06-27 -2008 Parcel No.: 0003200004 Address: Suite No: Tenant: doc: Cond - 10/06 1545565 AVSTUKW City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us KING COUNTY SECTION 8 PROGRAM PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -374 ISSUED 09/25/2007 06/20/2008 1: 2: ** *BUILDING DEPARTMENT CONDITIONS * ** 3: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 4: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 8: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 7: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: 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. 13: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 14: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. D07 -374 Printed: 06-20 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431- 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: 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) 22: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 nun) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 23: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 24: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away front normal paths of travel. (IFC 906.5) 25: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 26: Maintain fire extinguisher coverage throughout. 27: 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) 28: 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) 29: 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) doc: Cond -10/06 D07 -374 Printed: 06-20 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: 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) 32: 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 inunediately 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) • 33: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 nun) high with the principal strokes of the letters not less than 0.75 inch (19.1 mrn) 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 1011.8.1 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) 34: 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) 35: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 36: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 37: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 38: 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 sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 39: Maintain a 4 foot clear space around the sprinlder riser(s) for emergency access. (NFPA 25) (City Ordinance #2050) 40: .All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 41: U.L. central station supervision is required. (City Ordinance #2050) 42: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2050) 43: Maintain minimum 40 degrees F. temperature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. (NFPA 13- 7.6.1.3.2, NFPA 25.5.2.5) doc: Cond -10/06 D07 -374 Printed: 06-20 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 44: 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) 45: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 6.7.4.1, 6.7.4.2) 46: Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservoir allowed. (City Ordinance #2050) 47: A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13- 6.2.9.1, 6.2.9.2, 6.2.9.3, 6.2.9.6) 48: Escutcheon plates used with a recessed or flush -type sprinkler shall be part of a listed sprinkler assembly. (NFPA 13- 6.2.7.2) 49: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2050) 50: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. 51: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed and protected from potential vehicular damage. 52: Fire department connections (FDC's) shall be located within 50 feet of a fire hydrant. 53: When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser ". (NFPA 13) 54: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 55: 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 #2051) (IFC 104.2) 56: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 57: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 58: 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. 59: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (1FC 505.1) 60: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed doc: Cond -10/06 D07 -374 Printed: 06-20 -2008 description of intended use. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 61: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 62: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 63: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 64: ** *PUBLIC WORKS DEPARTMENT CONDMONS * ** 65: The applicant must notify the City Utility Inspector at (206) 433 -0179 MINIMUM 48 HOURS in advance to schedule a PUBLIC WORKS pre - construction meeting. 66: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 67: Any material spilled onto any street shall be cleaned up immediately. 68: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 69: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 70: RPPA shall be installed in a Hot Rocic/Box or equal freeze protection enclosure anchored into a minimum 4" thick concrete pad. 71: A separate Tukwila Electrical Permit is required for RPPA enclosure power source. doc: Cond - 10/06 * *continued on next page ** D07 -374 Printed: 06-20 -2008 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: Vo D07 -374 Printed: 06-20 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Site Address: 15 U 55 6 +k lque. S Tenant Name: See_ c n 8 Pi r�e Property Owners Name: K. i COurt- Mailing Address: .06 ''4 s . " Name: ` JQMe S (711er r CrO Mailing Address: 5,)b 1r i 0194.1Dor 4-- I.J j am E -Mail Address: eS@ JgG1 rd .\ i n( Company Name: N /P" reurn huS n5 Aca kntr i cur te-- Company Name: C n 4 nb oe. Mailing Address: I oC 181 C .S Contact Person: E -Mail Address: (2 CA n bD O , , C.O M Iicatiae�Fornss- Fosses-Applications Zao6 -Paarit ieefioadoc Quw APW APPS Revised: 9-2006 bh Contractor Registration Number: City Building Permit No. bO7 — 37 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: O0 pad OUOO4 0 1 Suite Number: aO 0 Floor: New Tenant: ❑ Yes ..No State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: c95 3 - '581 - (c00 0 Ld- Kri~xxnd IANA 'WO qq City State Zip Fax Number: a 53 - 581 - 34 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Mailing Address: Zip State City Contact Person: Day Telephone: E -Mail Address: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: 3 0 -m C S (Li r YC r0 \ r&ht 4c* s n Mailing Address: i S c7 D ? riCi ' pO r i' i')G l� l� A.,Kc u�.)f)�jd � - ITq ct q `J 1 City State Zip Contact Person: i &rn S GLIP_rtrero Day Telephone: c 3 1 'CpOO O E -Mail Address: A.r e 33Qr Art .Y\ek Fax Number: a S3 - STI 1 - a-39 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record — Tc Lo rna !JP 9gioq City State Zip Day Telephone: c5 3 -537 ` 87c5? Fax Number: 0 - 5 3 Page 1of6 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ o2 r) 0 r 000 Existing Building Valuation: $ 5 7, S60 Scope of Work (please provide detailed information): h (S pro I' ea - �nc)u es remcdek OT ;rucrIN1v leo,ce_s of ertti (e bu,i I1 -Mr a be +ler o an zaMb' A.nc1 1 o w ( 46 '-h e lower. level and �JraV1dt`�� rr�1- r., ccess turn _s �t,- Will there be new rack storage? ❑ Yes If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: r� Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 7) ,501 For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 47 Compact: 0 Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm igl None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes J$ No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q Applicatims \Forms- Applicatia s On Line13-2006 - Pemit Application.doc Revised 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1'` Floor 7,368 S,f 7 30e5,F. 0 S ,r. Os.r. v B 2 " Floor 3' Floor Floors thru Basement 4, 311.5 , c , I -b311 .5).5)P. , 0s s,F, V 13 Accessory Structure' Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck 73 s,Y'. 0 S.F. 0 5.F. 0 SA Uncovered Deck a�(oS S,F. 0 S, f • ©S, F © $,F. BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ o2 r) 0 r 000 Existing Building Valuation: $ 5 7, S60 Scope of Work (please provide detailed information): h (S pro I' ea - �nc)u es remcdek OT ;rucrIN1v leo,ce_s of ertti (e bu,i I1 -Mr a be +ler o an zaMb' A.nc1 1 o w ( 46 '-h e lower. level and �JraV1dt`�� rr�1- r., ccess turn _s �t,- Will there be new rack storage? ❑ Yes If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: r� Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 7) ,501 For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 47 Compact: 0 Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm igl None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes J$ No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q Applicatims \Forms- Applicatia s On Line13-2006 - Pemit Application.doc Revised 9 -2006 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT VE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PE Y BY .1: LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 RIZED AGENT: Signature: Print Name: ,, I Mailing Address: 754 rxfogj RA"f IY • Date Application Expires: as -a6 Date Application Accepted: ` — U 7 Q: Application s\Fams- Applications On Line\3 -2006 - Permit Applicatien.doc Revised: 9.2006 bh Date: 1A Day Telephone: C � 561 . 4 000 t. CitY Zip Staff Page 6 of 6 Receipt No.: R08 -03516 Payee: JOHN GEARHART ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Payment Cash 58.00 RECEIPT Parcel No.: 0003200004 Permit Number: D07 -374 Address: 15455 65 AV S TUKW Status: ISSUED Suite No: Applied Date: 09/25/2007 Applicant: KING COUNTY SECTION 8 PROGRAM Issue Date: 06/20/2008 Initials: WER Payment Date: 10/14/2008 02:53 PM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Met hod Descriptio Amount Account Code Current Pmts 000/345.830 58.00 Total: $58.00 Payment Amount: $58.00 doc: Receipt -06 Printed: 10 -14 -2008 Receipt No.: R08 -02206 Initials: JEM User ID: 1165 Payee: KING COUNTY HOUSING AUTHORITY ACCOUNT ITEM LIST: Description BUILDING - NONRES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 193858 2,992.28 000/322.100 000/322.100 000/342.400 000/345.830 000/386.904 RECEIPT Parcel No.: 0003200004 Permit Number: D07 -374 Address: 15455 65 AV S TUKW Status: APPROVED Suite No: Applied Date: 09/25/2007 Applicant: KING COUNTY SECTION 8 PROGRAM Issue Date: Account Code Current Pmts Total: $2,992.28 Payment Amount: $2,992.28 Payment Date: 06/20/2008 12:39 PM Balance: $0.00 2,411.78 250.00 163.00 163.00 4.50 3867 06/20 9711 TOTAL 2992.28 cinr RA int -116 Printari. 06a0-20011 Parcel No.: 0003200004 Address: 15455 65 AV S TUKW Suite No: Applicant: SECTION 8 PROGRAM Receipt No.: R07 -02083 Payee: KING COUNTY HOUSING ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http:/lwww.ci.tukwila.wa.us RECEIPT Initials: WER Payment Date: 09/25/2007 01:47 PM User ID: 1655 Balance: $2,416.28 TRANSACTION LIST: Type Method Description Amount Payment Check 187738 1,567.66 Account Code Current Pmts 000/345.830 1,567.66 Total: $1,567.66 Permit Number: D07 - 374 Status: PENDING Applied Date: 09/25/2007 Issue Date: Payment Amount: $1,567.66 32 9 i)9/2 1 TOTAL 1567 doc: Receiot -06 Printed: 09-25 -2007 Project: C / �i ;t (.4) - SC C IS Type of Inspection• n ha.. k lick If Address: _-6„ (5 455 - (QS Ayr, fa.- � Date Called: Special Instructions: Date Wanted: - Il r �� /L /� m P m Requester: Phoneslob 6 _ _ — O / 71 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. 1) -3rA PERMIT NO. R Dog- 310 (206)431 -3670 a . E , • PrgjectC ` � _ Type of Ir�spectionA ^ / /► ` Address: - n, is +c-r V ;Avg, Co L..‘ . ate Called: Special Instructions: 0 31 44 V .- C 3 " Dat Wanted: 2 — q J p.m. Requester: Phone No: IA (-- 5/0 -Ol Approved per applicable codes. Do i -3`71 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 Corrections required prior to approval. COMMENTS: Inspector: I Date:-2_ , % El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: cam -+�Ii = —� . �,r ,. , , Pro' Type of Ins tion: Address: I ate Called: / S ecial Instructions p AK( Date Wanted: 2 , 6' 01 . Requester: Phon i:Co ' to ,a(24 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit Approved per applicable codes. Corrections required prior to approval. COMMENTS: '-- p()JThr. f 1 Inspeor: IDatez El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: 00 7 -37.1 PERMIT NO. Project: , L IfQ C.-) ( ( Type of Inspection: % Aevt I r\J C=5 Add ess: ` t5 LID5 (5A) c Date Called: Special Instructions: Date Wanted: 1— Z8 - cD5 a.m. Requester: Phone No: .20G i 0 - v 2 L( INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Gliii+e■ e-opi oc /A r/ ttrt3 S 44 P EINSPECTION FE - REQUIRE . Prior to inspection, fee must be 6300 Southcenter Bl d., Suite 00. Call to schedule reinspection. o.: Date: L Proj�ct /; I /? j� "r` Type of Inspection / ? S - 0 S . Ce 1 ,, / (� v A-2-'\ Address: Date Called: / Special Instructions: Date Wanted: z ,2 . c) p.m. Requester: Phone No: INSPECTION NO. fil4chixi>: : INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM NO T ^ (206)431 -3 roved per applicable codes. El Corrections required prior to approval. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l✓ COMMENTS: d;2-- � /J J (Inspecto 'Date: 1 Receipt No.: 'Date: ::•of?�"-:,�`- ���'•".�= fir' " "'�"�,� r'�.�.:: <y.�. COMMENTS: c 4t ,n X a() 0 r t ■n ( P -i.,( i 3n5 — - 1 - 1,. -e_ 14(A AI m 41 Q ; , A C70 V 0 t) e. � r _ - ( 5 M6 Ri) Date Wanted: ��pp / I a.m. 7_- (! U - / cq P.m. Requester: Phone ),64 10 - en? V r_ t 1 Projec4t /,� //�� ,` X.-NG l AW-1- Type of Inspection: i . cif kc (�Z,' k Sv � Address: 1 e Called: Instructions: Date Wanted: ��pp / I a.m. 7_- (! U - / cq P.m. Requester: Phone ),64 10 - en? V INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 37 y PERMIT NO. t- (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. ri $60.00 ER INSPECTION FEE REUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 1 I lnspecto 'Receipt No.: 'Date: J COMMENTS: T of Inspectio 50s • �' ( A ( 1) - 1 vQ 1 t .S J Ci) t r: Date Called. r, L �, `.4 -- rt ; /. s- per' 1-,` r -e �.- ` i n_r Date Wanted: a.m. ,,, A i_ r AA . it ( P Phone No: 2A& S1U — n / ?) L S — c ` I n; /\ ; A_ 7' 4 3 A ( ( ; 1 9 ( e ( A I) 3 r .err i !\J 6r -- 0 2r 1 n. D t rcJ I ( r p,....Cih J J r D D -.P— f .t P X% C' ?) - M P . , ) &) t 4 5 I-4J r o .A. ( by 7J .J/ /:,-J *L._ 1(p )-e- -A t,� , l �r �l • A ye e s) P=A; 7 t.., - : ' A , ! S / f .J A 4- (.() (-; / P » k t n i S(.. 0. ,\ I a, i;.) � r-- ; f ; s S J f--C; c -(.0 E 1 E G it (C P o'ect: Co� Sew T of Inspectio 50s • �' ( A Addres : In, v 1 J 55 h Aoi S Date Called. r, L �, `.4 Special Instructions: Date Wanted: a.m. 1 2 — 1 p.m. Requester: Phone No: 2A& S1U — n / 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 t3 70 El Approved per applicable codes. (Inspector 17 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: 0a - 371 Corrections required prior to approval. A Date: Projec ! /1 1� / Type `� J C O of Inspection: , \\ \ AY it . "LT 1 1 Addr ss: 15455 6 r Aio- s ^, Date Called: Special Instructions: Date Wanted: v '" -a.tn_ 1 2.( 'Q d p.m. Requester: Phone No: 2>9(n —DO —o t2 007 - 37-ef 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 6 0 ci Approved per applicable codes. El Corrections required prior to approval. u r A S J( ' ` f-rG .t,.. At COMMENTS: (-fli tc '� �1'' 1,) ue 1 l V a • 7 (Inspector: I Date: 11' ?.1 D ID $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: m`�;• r \ ` ( O kA . Address: 1 q ` (�56�U S Date Called: Special Instructions: Date Wa ed: / It (76 tat° Vim! Requester: 0" n( A, 5 • p P, 0 c r Ax- k- (1 eh ,! 1 , -.f Cit) C_Ajr(_ 41...9A r 4d -el P rx1' I 4 A- 1c -FJS 1)'P '.-, ,\ ./' i r. Project: V— I wo Ca l Type of Inspection: AAA 1ij Address: 1 q ` (�56�U S Date Called: Special Instructions: Date Wa ed: / It (76 tat° Vim! Requester: Phone No: X - 73 5 0 'Inspector: INSPECTION RECORD Retain a copy with permit De PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 S outhcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. (Date: ' I _ Z ' El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: !Date: COMMENTS: ill /1/&. p M f Ins ectio Address j3 V$s s Da a Called: f A,if A i _ 1 6; j k Div.( ! Date Wanted: Reque ter: ?,01 T 2 1 1 0 5 5 2c `� r- t, ( 0 a-- (-`' E ? - 'i_ e. ft ,) :k A ((_ i2' (-_ m ( 0 9 JJ r [.L__. ` s 1 Project: / ,,Type /j / ( "117 / j5''- 0( er ill /1/&. p M f Ins ectio Address j3 V$s s Da a Called: penal Instr ctlons: Date Wanted: Reque ter: P lz 1•,: 5 , a INSPECTION RECORD �6 37 Retain a copy with permit INSPECTION NO. P RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. J lnsper: `.1 -` rl $60.00 REINSPECTION FEE REQUIRED. Prior to inspection„ fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule'reinspection. 'Receipt No.: 1Date: p Corrections required prior to approval. (Date: 2- Project: , / Type of Inspections Address: / 15465 (DS mac, 56,4 Date Called: Special Instructions: _ Date Wanted: a.m i -- S ° p.m Requester: Phone No ?Ac19 ( - 9 370 ri INSPECTION RECORD Retain a copy with permit Do'7 -3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 7 i) 7 I o 'Inspect `` ``� AJ 0�'' Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: (Date: v�- COMMENTS: Type of IpVsp ign: ` V/ M ‘ Address: — 1 7�� t 5155 (oS Avi .sneer Date Called: 1 Special Instructions: N i ) ,p Requester: L n � e7 e.— /lA? -c `At L h J- \ , ,f)i : 3 i 'r FJ t' M. AfT i , p Project: ._1 ! a „ r c g ��-, `_ter (, .( K Type of IpVsp ign: ` V/ M ‘ Address: — 1 7�� t 5155 (oS Avi .sneer Date Called: 1 Special Instructions: Date Wanted: y „sm.., Requester: Phone No: jo(9 Sr i ( —' 731 0 INSPECTION RECORD Retain a copy with permit INSPECTION Ni PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. 'Inspector: Corrections required prior to approval. (Date: / f LI $60.00 REINSPECTION FED REt�UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: PrQlect :I f / cam' (..)--/, . Type of Inspection: d-1 .7u, Address: _ l_ 1 c -4 5 c L n-u f S .= Date Called: hi i Special Instructions: Date Wanted: /J /am. .- n��- p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: A-1 A o J 11 4 aI\ .1 A ! Err, 1 .7_ 2 Z I 1 1pecto1 Date: - /7- n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type of Inspection: R /- vv"I IQ C Address: 1 \»4 SS CO5 41 V $- (m,f--7.( 1y1raJ Special Instructions: 17J/ri1 Plir 7I-dd Al II 7.1A Requester: Phone No: 1062-5 I 0 —01 ,r / `' l) L k. 17-1 (.'� 4f /) j; ,; , ; , Projjest: !(, i/l4or /m%Ai41 Type of Inspection: R /- vv"I IQ C Address: 1 \»4 SS CO5 41 V $- Date Called: Special Instructions: Date Wanted: cj - Z �" — O Q �a;� p.m. Requester: Phone No: 1062-5 I 0 —01 ( 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N— CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 El Approved per applicable codes. El Corrections required prior to approval. 1 Inspecoi: 6 3 r ate:9 _ ZS"_•. �� El $60.00 REINSPECTION FEE ItEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: 5c-- ! - 7k r 1 S P c- S a/\ p / P1 il� 0 � itu J d I i 1-,4 -- ✓ - ( I S - ? , ^_'-0rIco Date Wanted: a• Requester: Phone No 2o(r 5 1 0 —o 1.7, Project: K r C, Axi_ J Type of Inspection: , S 1 5 0 PNC.6 ( WIKi Address: 1 SLI 'SS (7 N 7 Date Called: Special Instructions: Date Wanted: a• Requester: Phone No 2o(r 5 1 0 —o 1.7, INSPECTION RECORD Retain a copy with permit INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISI 630 Sou thcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. I ) 'Date: �{ _ 7 66 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: D() -37 (I PERMIT NO. ON 14— (206)431 -367 COMMENTS: f pf 6,/, ,-( , .(� it►a — / 30 ({1 — ft y jA & I V 1, , 6- 0 1l;,c,, Addres L f rL nw Date Called: c ---, r -e , Yri.: 1/4. ,-1 At 0 t ot-, I c_...-k Date Wanted: 5 f Z , D IA,( CAI . ; P e f i c f f. Phone No: Pr ject: 1�, A., CO ,._ SP C Type of In_ p ction: . A . '( Addres L f rL nw Date Called: Special Instructions: Date Wanted: 5 f Z , D 4..11L. p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dog -3 `? PERMIT NO. (206)431 -3670 Approved per applicable codes. ['Corrections required prior to approval. I InsPect r� / (Date: ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: (- N' ` A - o / 6 ✓4 fj 1 Address: / 5 -9 v 'e-11 t Special Instructions: i l i fejl_ V. Requester: Ldre. aA - Phone No: 07.d fo S/ _ ()/7 y 1 4 () ((i - 2 J(e fr Air We J4 a sL Arm r, I �. Project: //in (Witi srtrr%ma Type of Inspection: P F2 4 /V Address: / 5 -9 v Date Called: Special Instructions: Date Wanted: ,— L/ . V. Requester: Phone No: 07.d fo S/ _ ()/7 y 1 (Inspect INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36' LJ Corrections required prior to approval. Date 4 j �- n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: („ )0 r-) ()j -? f L„J , -' _j j ---7 y r..t l `y (v <<--11 )u,u.`fJ 7) C( k /2 n Or 4 J t,t i) I t... .0� of ;1 f F f»r-r (� .�..- '/ .. oci 11_T $ ' i c ,Ul ,j Al ( [eL,s l �f( z- 1 �. t.-. 1 Av 1)1 „ i Cr V 1A . pdOT: h h . e I'u' — Tki4 J res h AS 1-eu' t - - kits-e f if ..o ,o E Project: 1 n ! t "o►, ...4_,,, ktts,,,v t- Type of Inspection: v Pie - 0(N/ .-f - . 5 Add Address: IS'ALis `� i c S Date Called: Special Instructions: / F E' -c O - ` D(l.4hb , ___ t.J ui Kr W\ Date CJ _ `/_ U� a.m. F1i1. R eques er: Phone No: .76 6 -5/o -0ia Approved per applicable codes`. 1 Insptor: 61\ (Date: 00 r)-3ri di INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12 '' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 /4-3(1 EJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. ,-' 'Receipt No.: 'Date: COMMENTS: PAS " Ai rode o CGHS - &Iew Srak- wA(k s `-rns4A1 I Fi BFI - 1 M , ✓10 •Idly -f sy em on -si-le_ Ad�re 4C S t3 F i,W - Q e pa r+ r e c..e rue F,n& l eo .Date Pc) F, — F t--0, c ) s pecial Instructions: Date Want d: �i I' log p.m. Pfga. Type of In ction: Ad�re 4C S Le .Date Cal: / I A s pecial Instructions: Date Want d: �i I' log p.m. Requeste Vl , IM A PhonNcb(PP5 ln' K INSPECTION RECORD N Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. `Inspector: v5 `Date: 1'Z-ill / $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: G ( 1M n Type of Inspectio n ...; Address: (VAS (,cc A� ( 7 D ate Called: (211 � iii Special Instructions: (LI vU ��n GM P2001. t 010 Po Date Wanted: 17,1 IS am Requester: J 0 In &eaty 61'k Phone No: Zdo 1 n b(2 h , CLIP INSPECTION NO. INSPECTION RECORD Retain a copy with permit t(� PE 2MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. 5 COMMENTS: o s i p i e J - , � ,, Fi kl/i) huddi �ocs era- ho q o-l -- i ori Y 5'Fer . Y rt - ,teeo( r5+ reepr4- tinchar hn+f !Inspector: t�S IDate: 1-2—/15-101 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. !Receipt No.: 'Date: kr� COMMENTS: Type of Inspection: NI (�ms,p,�� `` t � Pr) � S L L. phihn. v J 71/ 1)00 -9, , (-)c ! � 5.1/ /P (4),‘ (114) Iv ii t A(27"/- sJ( a-05 6 )" Skl w• li 0 let-4. , c 9 f lie I, U.b.€. /ia da. , > Q us , ,Q.A4 , r 1. . i i i 440-e 4� . A�� 4 u r4 Ph one No: . /d- wag Project: Type of Inspection: Address: / / ��7 (n ✓� Date Called: . . a ,0 4 G Special Instructions: 11 0 00-000 ,- N f'l ! '11 r i p f to D ate Wanted: O ( a Re-qu�est zlJr, � t / iXt -± Ph one No: . /d- wag INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: ,Date: Inspector: INSPECTION RECORD Retain a copy with permit 1D o 7 -37 PERMIT NO. Corrections required prior to approval. 6P rate 10/4)5 Project: Ai,,✓ �' //vusin/G 1/0ei -r Type of Inspection: tA4LZ , LT Address 4 Suite #: R ✓ 5, Contact Person: ,v e� Xt .:fr� Special Instructions: Permits: Phone No.: 74o•5lo-U/Zi Needs Shift Inspection: Sprinklers: Fird Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 INSPECTION NUMBER Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS Tu kwila, Wa. 98188 206 -575 -4407 1/13/06 n Corrections required prior to approval. COMMENTS: E '/r/ 0 Inspector: fr d G ,(4, 15 z_ Date: Z 7/' J d 9 Hrs.: $80'.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: f/' jvc C 0 m .,,, ijo v5,►., v /kill . Type of Inspection: &M t - a. Lr Address: /r i s S 6 Suite #: Gh/ 4. Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fre: Permits: Occupancy Type: INSPECTION NUMBER pi Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT - N14 - 33 PERMIT NUMBERS r Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: - L7 - &Jo- -- Ait i) - rr, 1./6 fr' 1 2''" FL 41111-1A/All (0o (12100a 2 it 4 2n) , ►) t i 647 °r -to "7-' F- to B$ L G t+7 171 0 ,jv7 CDMC old /r1 I )31`1 env I Date: z/6, /01 IInsspector: 0 4 of, , $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Hrs.: / 1/13/06 T.F.D. Form F.P. 113 Project: 141 1 (q) t1 1rv1 1600- MC A i r'1 Type of Inspection: �' e MG:Y2- Lr Address: Suite #: Monitor: Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 INSPECTION NUMBER Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT - poi 31y Ia, Wa. 98188 206 -575 -4407 1/13/06 PERMIT NUMBERS Corrections required prior to approval. Inspector: v j tv L J 5 12, $8040 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: 1 PAL - L? u 1)-1 D U I\C hn in Date: j l'3 Hrs.: INITIAL TEST PASSED O- FAILED ❑ DCVA / RPBA DCVA/ / RPBA RPBA PVBA / SVBA CHECK VALVE NO. 1 CHECK VALVE NO. 2 OPENED AT3' PSID AIR INLET OPENED AT PSID LEAKED ❑ • PSID LEAKED ❑ PSID #1 CHECK 8 S' PSID AIR GAP OK? DID NOT OPEN 1 NEW PARTS AND REPAIRS CLEAN REPLACE PART ❑ ❑ CLEAN REPLACE PART ❑ ❑ CLEAN REPLACE PART ❑ ❑ CHECK VALVE HELD AT PSII LEAKED 0 Q ❑ ❑ ❑ ❑ .% ❑ . CLEANED 0 REPAIRED ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ . ❑ ,❑ ❑ • ❑ ❑ TEST AFTER REPAIRS PASSED ❑ FAILEDt LEAKED 0 PSID LEAKED 0 PSID OPENED AT PSID . AIR INLET PS #1 CHECK PSID CHK VALVE PSID REMARKS: Seattle Public Utilities Backfiow Prevention Assembly Test Report TESTERS SIGNATURE: TESTERS NAME PRINTED: REPAIRED BY: FINAL TEST BY: Return Completed Report to : Seattle Public Utilities CSB - Inspection Services 700 5th Avenue, Suite 2777 PO. Box 34027 Seattle WA 98124 -4027 Phone: 206 - 684 -3536 NOTE: COMPLETE REPORT MUST INCLUDE ASSEMBLY ID NUMBER ASSEMBLY ID: PASSED ANNUAL TEST: YES ❑ NO ❑ NAME OF PREMISE K 4/6, e 0 , jI5n', A1/4,7 COMMERCIALA RESIDENTIAL 0 SERVICE ADDRESS f �^t � -�-- ( r _ s CITY 7 iK 2,J i Lc. . ZIP CONTACT PERSON PHONE ( ) FAX ( ) LOCATION OF ASSEMBLY If" M't 8O < » ;('- iv I /limy 1,J4.L-K P..Qjt'I 14J4 y. DOWNSTREAM PROCESS t i Qs /sp j DCVA ❑ RPBA,j�' PVBA ❑ OTHER: NEW INSTALL EXISTING ❑ REPLACEMENT 0 OLD SER. # PROPER ISTALLATION? YES 0 NO MAKE OF ASSEMBLY f 4J /U(J //$MODEL i7rxi. SERIAL NO. ,..7a9.83/ SIZE 2.4 : Required minimum air gap separation provided? Yes 0 No CERT. NO. LINE PRESSURE ERT. NO. ,ow 1 Public Health Seattle & King County HEALTHY PEOPLE. HEALTHY COMMUNITIES. Detector Meter Reading 130 pi/ Psi CONFINED SPACE? DATE / Z - /4 —4 8 TESTERS PHONE # (t/zr 33Y��S7) DATE DATE CALIBRATION DATE G /31? 0& GAUGE #�y607.S MODEL 8'30 SERVICE RESTORED ? YES4SLNO I certify that this report is accurate, and 1 have used WAC 246 -290 -490 approved test methods and test equipment. For Health Hazard Applications Job Name Job Location Engineer (� i Approval Permit !o. FILE COPY • Series 909 Reduced Pressure Zone Assemblies 909 Sizes: 3 /4 ", 1" (20, 25mm) 909M1 Sizes: 11/4", 1W, 2" (32, 40, 50mm) Series 909 Reduced Pressure Zone Assemblies are designed to provide superior cross - connection control protection of the potable water supply in accordance with national plumbing codes and containment control for water authority requirements. This series can be utilized in a variety of installations, including health hazard cross - connections in plumbing systems or for containment at the service line entrance. With its exclusive, design incorporating the patented "air - in/water -out" principle it provides maximum relief valve discharge during the emergency conditions of combined backsiphonage and backpressure with both checks fouled. Model 909QT, standardly furnished with full port, resilient seated and bronze ball valve shutoffs. Sizes 3/4" and 1" (20 and 25mm) shutoffs have tee handles. Features RECEIVED • Modular design CITY OF TUKVVILA • Replaceable seats • Compact for installation ease • Horizontal or vertical (up or down) insrllatsr�, • No special tools required for servicing "' JUN 0 5 2008 IT CENTER Contractor Approval Contractor's P.O. No Representative Model 909M1QT S 1'/:' (40mm) P IEIVED 0 2008 �WILA PUBIC WORKS Supply Pressure Channel to Relief Valve Relief Valve Specifications Assembly A Reduced Pressure Zone Assembly shall be installed at each cross - connection to prevent backsiphonage and backpressure of hazardous materials into the potable water supply. The as- sembly shall consist of a pressure differential relief valve located in a zone between two positive seating check valves. Backsi- phonage protection shall include provision to admit air directly into the reduced pressure zone via a separate channel from the water discharge channel, or directly into the supply pipe via a separate vent. The assembly shall include two tightly closing shutoff valves before and after the assembly, test cocks and a protective strainer upstream of the No. 1 shutoff valve. The as- sembly (specify Model 909 for temperatures up to 140 °F (60 °C) or Model 909HW for temperatures up to 210 °F (99 °C)) shall meet the requirements of ASSE Std. 1013; AWWA Std. C -511- 92 CSA B64.4; FCCCHR of USC Manual Section 10. Listed by IAPMO (UPC). SBCCI (Standard Plumbing code). The assembly shall be a Watts Regulator Company Series 909QTS or 909QTSHW. r v V1 INCOMPLETE qt l i1610 N0 1 i • .■len. Water Outlet R VI Ball Valve Test Cocks Air Inlet R.P.Zone Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. ES -909S NCE Second Check Module Assembly WWA1TS® Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. er• Models Suffix C &T Cap and tether test cocks PC Internal polymer coating QT Quarter -turn ball valves S Bronze strainer HW Stainless steel check modules for hot and harsh water conditions LF Without shutoff valves LH Locking ball valve handles (open position) HC Inlet/outlet fire hydrant fitting (2" only) Prefix C Clean and check strainer - 3 / <" and 1" (20 and 25mm) only U Union - 3 h" and 1* (20 and 25mm) only FAE Flanged adapter ends - 1W, 11/2", 2" (32, 40, 50mm) only NOTE: The installation of a drain line is recommended. When in- stalling a drain line, an air gap is necessary. Materials Body: Bronze Check Seats: 909 Celcon® Relief Valve Seats: Stainless steel 909HW Test Cocks: Bronze Celcon* is a registered trademark of Celanese, Limited Connections 34" - 1 " (19 — 25mm) 909 -NPT Female threaded body connection 1 %4" — 2" (32 — 50mm) 909 -M1 -NPT Male threaded body connection Standards AW WA C- 511 -92 FCCCHR of USC Manual Section 10 IAPMO (UPC), SBCCI (Standard Plumbing code) Dimensions — Weights When installing a drain line use 909AG series Air Gaps on Series 909 backflow preventers. *909EL series elbows are for air gaps on backflow preventers in vertical installations. Series 909AG Air Gaps 909 DRAIN OUTLET DIMENSIONS WEIGHTS Iron Body No. 909 -AG -C 909 -EL -C 909 -AG -F 909 -EL -F Desc. Air Gap Elbow* Air Gap Elbow* Sizes in. mm 3 /4,1 3 /4, 1 1 -2 1 -2 19,25 19,25 32 -50 32 -50 Sizes in. mm 2 25 50 in. mm 3 2 4 3 83 60 111 92 in. 4 2 6 3% mm 124 60 171 92 lbs. 1 3/8 3 2 kg. .7 .2 1.5 .9 Approvals Listed by IAPMO Listed by SBCCI *Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. Horizontal and vertical "flow -up" approval on 3 /4" (20mm) and 1" (25mm) sizes (models 909QT, 909PCQT, and U909QT). Pressure — Temperature Temperature Range: 33 °F —140 °F (0.5 °C — 60 °C) continuos, 180 °F (82 °C) intermittent Maximum Working Pressure: 175psi (12.1 bar) Series 909HW: Temperature Range: 33 °F — 210 °F (0.5 °C — 99 °C) Maximum Working Pressure: 175psi (12.1 bar) How it Operates The unique relief valve construction incorporates two channels: one for air, one for water. When the relief valve opens, as in the accompanying air - in /water -out diagram, the right -hand channel admits air to the top of the reduced pressure zone, relieving the zone vacuum. The channel on the left then drains the zone to atmosphere. Therefore, if both check valves foul, and simultaneous negative supply and positive backpressure develop, the re- lief valve uses the air -iri /water -out principle to stop potential backflow. e � � 1013 B64.4 0 WATER OUT AIR IN Patent# 4,241,752 3 /" 14% 365 1834. 459 8% 222 4 102 434 121 6% 171 101/4" 259 734. 186 3' /e 98 14 6.4 15.6 7.1 1" 15' /e 391 19% 498 8% 222 4 102 434 121 7 178 11 279 7%. 186 31/4 98 15 6.8 17.5 7.9 1WMl 18' 470 2334. 595 11% 295 5% 140 61/4 165 71/4 191 12' /e 310 101/4 264 51/4 133 40 18.1 42.8 19.4 1 % "M1 19 483 24% 619 11% 295 5% 140 6% 165 71/4 191 12% 321 10% 264 51/4 133 40 18.1 44.0 20.0 2 "M1 19% 495 25'34. 659 11' /e 295 51/4 140 61/4 165 734 197 13% 354 1034 264 51/4 133 40 18.1 47.4 21.5 1W 19 483 24% 622 11% 295 5% 140 61/4 165 734 191 1234. 310 1034 264 534 133 40 18.1 42.8 19.4 1 % 1934 502 261/4 664 11% 295 534 140 61/4 165 7% 191 12 /. 321 10'/ 264 51/4 133 40 18.1 44.0 20.0 2" 21 533 28'% 721 11% 295 5'/: 140 634 165 734 197 13 354 10% 264 51/4 133 40 18.1 47.4 21.5 Capacity As compiled from documented Foundation for Cross - Connection Control and Hydraulic Research of the University of Southern California lab tests. *Typical maximum system flow rate (7.5 feet/sec.) kPa psi 110 16 83 12 55 8 28 4 kPa psi 138 20 103 15 69 10 35 5 1" %." (20mm) 0 5 10 5 0 9 38 57 5 7.5 10 1.5 2.3 3.0 A in. mm 11/4" (32mm) * As in. mm *909QT 909QT S Dimensions Subscript 'S' = strainer model 20 76 kPa psi 138 20 103 15 69 10 35 5 25 95 15 4.6 8 in. mm 30 35 gpm 1 4 133 Ipm 20 fps 6.1 mps 0 0 20 30 40 50 60 70 80 90 100 gpm 0 38 76 1 4 152 190 228 266 304 342 380 Ipm 5 7.5 10 15 20 fps 1.5 2.3 3.0 4.6 6.1 mps c in. mm * 2• (50mm) D in. mm *U909QT Dimensions - with integral body unions (Prefix "U' kPa psi 138 20 103 15 69 10 35 5 kPa psi 138 20 103 15 69 10 35 5 0 25 50 75 100 125 150 175 200 gpm 95 190 285 380 475 570 665 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps SIZE (DN) DIMENSIONS WEIGHT 14 371 15 397 1934. 484 8% 222 I 4 102 4% 121 6' /. 171 20 /+e 532 834 222 4 102 4% 121 7 178 10'/" 259 11 279 734, 186 734. 186 3% 98 3% 98 14 6.4 15 6.8 *FAE909QT - Dimensions with flanged adapter ends (Prefix "FAE ") E in. mm 1• (25mm Suffix HC - Fire Hydrant Fittings dimension "A" = 23'h" (603mm) 0 5 10 5 20 25 30 35 40 45 50 55 60 gpm 0 19 38 57 76 95 114 133 152 171 190 209 228 Ipm 5 7.5 10 15 1.5 2.3 3.0 4.6 0 0 20 30 40 50 60 70 80 90 100 gpm 0 38 76 114 152 190 228 266 304 342 380 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Es in. mm 1 in. mm 1Y:• (40mm) P in. mm 20 fps 6.1 mps OT 137-S lbs. kgs. lbs. kgs. 15.6 7.1 17.5 7.9 For additional information, visit our web site at: www.watts.com ES -909S 0815 Backtlow Prevention Products M9001 -2000 CERTIFIED USA: 815 Chestnut St., No. Andover, MA 01845 -6098; www.watts.com Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; www.wattscanada.ca ® Watts Regulator Company, 2008 For Non - Health Hazard Applications Contractor Approval Contractor's P.O. No Representative Job Name Job Location Engineer Approval Series 007 Double Check Valve Assemblies Sizes: 1 /2" - 3" (15 - 80mm) Series 007 Double Check Valve Assemblies shall be installed at referenced cross - connections to prevent the backflow of pollut- ed water into the potable water supply. Only those cross -con- nections identified by local inspection authorities as non - health hazard shall be allowed the use of an approved double check valve assembly. Check with local authority having jurisdiction regarding vertical orientation, frequency of testing or other installation requirements. The valve shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. Features RECE1 VPD • Ease of maintenance — only one cover • Top entry • Replaceable seats and seat discs • Modular construction • Compact design • Cast bronze body construction — /" - 2" (15 - 50mm) • Fused epoxy coated cast iron body — 21" - 3" (65 RE • Top mounted ball valve test cocks CITY OF TUKWILA • Low pressure drop • No special tools required for servicing JUN 0 5 2008 • 1/2.- 1 " (15 - 25mm) have tee handles Specifications A Double Check Valve Assembly shall be installed at each noted location. The assembly shall consist of two positive seat- ing check modules with captured springs and rubber seat discs. The check module seats and seat discs shall be replaceable. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves; four top mounted, resilient seated test cocks. The assembly shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be a Watts Regulator Company Series OW. INCOMPLETE LTR# if JUN 10 'mom Tufwvsi..6 PUBLIC k i ;VCS PERMIT CENTER Fir Chec Module Ass e mbly Vs" (20mm) 007M3QT 2" (50mm) 007M1 QT HC I Test Cocks ES - 007 Second Check Module Assembly The 007 Series features a modular design concept which facilitates complete maintenance and assembly by retaining the spring Toad. Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-W13. IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS WWATFS® Watts product specifications in U.S. customary units and metric are a p xirfiate—and-ere-provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. P S144 MODEL SIZE (DN) in. mm A in. mm in. B min in. C mm DIMENSIOCS in. D mm In F mm G in. mm R In. min T in. mm WEIGHT lbs. kgs. tA007QT 1/2 15 10 254 4% 117 21/46 62 — — 5 127 3 85 21/46 59 21/46 52 4.5 2 f ♦007M3QT 3 /4 20 111/4 282 4 102 3 79 — — 6 157 31/46 87 21/4 54 1 33 5 2.3 fL007M1QT 1 25 13 337 5 130 4 102 — — 7' /z 191 3% 85 1 " /i6 43 1 43 12 5.4 1 1 32 16% 416 5 127 3 84 — — 91/2 241 5 127 3 76 2 50 15 6.8 11.007M2QT 1 40 16% 425 41/4 124 3 89 — — 9% 248 5 148 3 79 2 " //6 68 15.9 7.2 tA007M1QT 2 50 19 495 6 159 4 102 — — 13% 340 61/4 156 31/46 87 2"/16 68 25.7 11.7 • 0070T S 1z 15 13 330 6 152 21/46 62 3 76 5 127 336 85 21/46 59 2 52 5.5 2.5 • 007M30T -S 3 /4 20 14 368 6 156 31/4 79 3 76 6 157 31/46 87 21/4 54 1 33 6.7 3.1 • 007M1 QT -S 1 25 17 157 7% 197 4 102 31/44 83 7 191 3 85 1 43 tT #/6 43 ` - 14 -6.4 • 007M20T S 1 32 21 546 7 179 3 84 31/2 83 91/2 241 5 127 3 . 76 2 50 19 8.6 • 007M20T S 11/2 40 25 637 7 179 3 89 3% 95 9% 248 5 148 3A 79 2 68 19.6 8.9 • 007M1QTS 2 50 27 692 8% 222 4 102 4 102 13% 340 61/4 156 31/46 87 2 68 33.5 15.2 Pressure — Temperature '/z" - 2" (15 - 50mm) Temperature Range: 33 °F -180 °F (0.5 °C - 82 °C). Maximum Working Pressure: 175psi (12.1 bar). 21s" - 3" (65 - 80mm) Temperature Range: 33 -110 °F (0.5 ° C - 43 °C) continuous, 140 °F (60 °C) intermittent. Maximum Working Pressure: 175psi (12.1 bar). Standards ASSE Std. 1015, AWWA Std. C510 IAPMO PS31, CSA B64.5 Approvals t ASSE, AWWA, IAPMO, CSA, UPC A Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. • Models LF and S are not listed. • UL Classified (LF models only) 3 /4" - 2" (19 - 50mm) • UL Classified with OSY gate valves (21/2" and 3 ") * Horizontal and vertical "flow up" approval on all sizes. Dimensions - Weights Models Sizes: 1/2" - 2" (15 -50mm) A. *Subscript 'S' = strainer model Suffix HC — Fire Hydrant Rttings dimension "A" = 23 (594mm) '/z" - 2" (15 - 50mm) Suffix: S - bronze strainer LF - without shutoff valves LH - locking handle ball valves (open position) SH - stainless steel ball valve handles a HC - 21/2" inlet/outlet fire hydrant fittings (2" valve) Prefix: U - Union connections 21/2" - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - UUFM outside stem and yoke resilient seated gate valves LF - without shutoff valves QT -FDA - FDA epoxy coated quarter -turn ball valves MODEL MODEL SIZE (DN) In. mm In. A mm In. DIMENSIONS C min E, E1 In. mm In R mm WEIGHT lbs. kgs. 20 007QT -FDA 2' 65 33'/a 841 6% 162 9'/ie 230 8 222 155 70 • 007 -NRS 2'% 65 33'/% 841 9 238 9'/ie 230 8 222 155 70 A• 007 -0SY 2'%z 65 33'%e 841 16% 416 9' /ie 230 8% 222 158 72 007 -QT -FDA 3 80 34'% 867 6 162 9'/16 230 8 222 155 70 A• 007 -NRS 3 80 34'/8 867 10' 260 9' /%6 230 8 222 185 84 A 007 -0SY 3 80 34% 867 18'/8 479 9 %%6 230 8 222 185 84 MODEL SIZE (DN) In. mm DIMENSIONS A In. mm 0007QT ' 15 12 326 0007M2QT % 20 13 350 U007M2QT 1 25 16% 422 0007M2QT 1' 32 20 527 0007M2QT 1% 40 21'x4 546 0007M1QT 2 50 24' 622 Dimensions — Weights Sizes: 2A" — 3" (65 — 80mm) T 1" 0007M1QT Sizes: 1/2" — 2" (15 — 50mm) 0 Tailpiece Union Nut A Union Tailpiece Union Nut Strainer Dimensions 3* 80 10'%6 267 'S Models only Capacity As complied from documented Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California lab tests. • Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) • UL rated flow bars psi 1.5 22 12 18 $' .96 14 .69 10 { .41 6 o . .14 2 bars psi 1 14 • .8 12 G • .7 10 ! .5 8 .4 6 3 4 n. .1 2 0 0 'h" (15mm) bars psi p, .8 12 E .7 10 .5 8 .4 6 .3 4 .1 2 0 0 0 2 0 7.6 3/4" (20mm) ES -007 0639 * 4 15.2 5 1.5 * 6 22.8 7.5 2.5 Row 30.4 10 38 10 3.0 5 10 15 19 38 57 7.5 2.3 1 (25mm) bars psi Q. 1.1 16 �+ .8 12 G .7 10 3 .5 8 .4 6 s �S .3 4 .1 2 0 5 10 15 0 19 38 57 5 1.5 11/4" (32mm) * * 0 10 20 30 40 50 0 38 76 114 1 2 190 5 7.5 10 1.5 2.3 3.0 20 2 30 35 40 45 50 gpm 76 95 114 133 152 171 190 Ipm 15 4s 4.6 mps Flow 20 25 30 35 40 45 50 55 60 gpm 76 95 114 133 152 171 190 209 22 pm 7.5 10 15 fps 2.3 3.0 4.6 mps Flow Row Backftow Prevention Products 60 70 80 90 228 266 304 342 15 4.6 12 gpm 45. Ipm fps mps 100 110 120 gpm 380 418 456 Ipm Ips mps bars psi ¢¢ 8 12 L' .7 10 C .5 8 3 .4 6 .3 4 .1 2 0 0 0 0 1I h• (40mm) 2" (50mm) bars psi 8 12 7 10 c 8 e . 4 6 o .3 4 1 2 0 0 0 25 50 0 95 190 5 1.5 21/2" (65mm) bars psi g.7 10 .5 8 =.4 6 3 4 .1 2 0 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 1 4 15 190 228 66 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.5 3.0 4.5 mps 2 50 3" (80mm) * Flow Row 75 100 285 380 7.5 10 2.3 3.0 Row * 75 100 95 190 285 380 5 7.5 1.5 2.3 bars psi .7 10 gg. .5 8 e .4 6 e .3 4 1 2 0 0 0 0 Row 125 150 4 5 570 10 3.0 * 125 150 475 570 15 4.6 175 200 665 760 175 200 gpm 665 760 Ipm fps ** 225 250 gpm 855 950 pm 15 fps 4.6 mps 25 50 75 100 125 150 175 200 225 2 0 275 300 325 gpm 95 190 285 380 475 5 0 665 760 855 950 1045 1140 123 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps X7 9001 CERTIFIED ** mps USA: 815 Chestnut St., No. Andover, MA 01845 -6098; www.watts.com Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; www.wattscanada ca ® Watts Regulator Co., 2006 tlfi■■■ ■ ■■■■ ■ ■■■ E lm ■ ■■■ ■ ▪ ■ ■■■ December 4, 2007 James Guerrero Architects, INC Bill Rambo - Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Development Permit Application Number D07 -374 King County Section 8 Program —15455 65 Av S Dear Mr. Rambo: The following information is in response to initial review comments for KCHA Section 8 Remodel, development permit application number D07 -374 dated October 16, 2007. Building Items #: 1. There is 11,619 sf of floor area. This is a Type B occupancy which requires 200 sf of space per occupant. 11,619 / 200 sf = 58 occupants. Assume '/z men and '/z women which equals 29 men and 29 women. This requires 2 wc and 1 lav in both the men and womens restrooms. We provide in the womens, 5 wc and 4 lays. We provide in the mens, 2 wc and 2 lays. 2. The drinking fountains are located in the lobby and are now shown on the floor plan. 3. Emergency lighting, emergency pathway lighting, and exit signs are now shown on the rcp. 4. Attached are a revised detail 8C /A03, spec sheet, and additional suspension system info for acoustical lay - in ceilings including the 2" perimeter supporting enclosure. • 5. There is a 2' -6" rise on the first ramp and a 3" rise on the second ramp as now shown on the cover sheet for the new exterior ramp. Planning Items #: 1. Attached is a cost estimate for the new exterior work which includes the new ramp up to the lower level and the hvac enclosure. 2. Attached is the acoustical info for the proposed mechanical system. Sincerely,/ J11ne$ 6rero Architects, Ja Gue'�rero, FZ LE- COPY Permit rio. CORREVIoN LTR# l� X0'1 31y 7520 Bridgeport Way W., Lakewood, Washington 98499 Phone: 253/581 -6000 Fax: 253/581 -7239 - REVIEWED FOR CODE COMPLIANCE APPROVED JUN 12 ' 08 RECEIVED DEC 06 2007 PERMIT CENTER THIS DOCUMENT HAS BEEN APPROVED BY THE BUILDING DEPARTMENT for official use only This document provides the various standards for the installation of sus- pension systems for acoustical lay -in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection. This document is designed to accomplish the intent of the International Building Code (IBC) with regard to the requirements for seismic design category D for suspended ceilings and related items. Unless supported by engineering or approved by local build- ing department, the suspension system shall be installed per the requirements for Seismic Design Category (SDC) D, E and F per the IBC. Manufacturers' recommendations should be followed NORTHWEST WALL & CEILING BUREAU FIELD TECHNICAL INFORMATION Application recommendations for work at the wall or ceiling Suspension Systems for Acoustical Lay -in Ceilings General Recommendations • Referenced sources per hierarchy: 2003 IBC (International Building Code), American Society of Testing Materials (ASTM C 635, ASTM C 636), American Society of Civil Engineers (ASCE 7 -02) and Ceilings and Interior Systems Construction Association (CISCA). • Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the structure. Bracing shall be indepen- dent of the ceiling splay bracing system. Source IBC section 1621.1.2 For further information on bracing of non -load bearing partitions refer to NWCB technical document #201. • All main beams are to be Heavy Duty (HD). Source ASCE 7 -02 item 9.6.2.6.2.2a • All cross tees shall be capable of carrying the design load without exceed- ing deflection equal to 1/360 of its span. Source CISCA zones 3 -4 • These recommendations are intended for suspended ceilings including grid, panel or tile, light fixtures and air terminals weighing no more the 4 lbs. per square foot. Source ASCE 7 -02 item 9.6.2.6.1 • All wire ties are to be three tight turns around itself within three inches. Twelve gage Hanger wire spaced 4 foot on center (figure 1). Source ASTM C 636 item 2.3.4 • Changes in ceiling planes will require positive bracing. figure 1 Source ASCE 7 -02 Section 9.6.2.6.2.2. item f. maximum 3' (78mm) SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS figure 2 Lateral force Bracing 45 or less \ 45 0 or Ins a ' 45 Or lees Cross tee Main beam figure 3 Maximum Recommended Lengths for Vertical Struts EMT CONDUIT 1 r" EMT conduit 3/4" EMT conduit 1" EMT conduit 1 METAL STUD 1 %" metal stud (25 gage) 2 " metal stud (25 gage) up to 6'0" up to 8' 6" up to 10' 0" up to 6' 2" up to 10' 6" Source Portland Building Department Note: Plenum areas greater than 11'0" will require engineering calculations. figure 4 Wall Molding Requirements 12 gage s l grace ayed 45 Or 1088 wires NORTHWEST WALL 8 CEILING BUREAU • SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS Lateral Force Bracing (figures 2 and 3) • Ceilings constructed of lath and plaster or gypsum board, screw or nail at- tached to suspended members that support a ceiling on one level extending from wall to wall shall be exempt from the lateral force bracing requirements. Source CISCA zones 3 -4 • Lateral force bracing is the use of vertical struts (compression posts) and splay wires (see figure 2). • Lateral force bracing is required for ceilings over 1,000 square feet and not required for ceilings less than 1,000 square feet provided they are surrounded by four walls and braced to structure. Source ASCE 7 -02 section 9.6.2.6.2.2 item c • Lateral Force Bracing shall be 12 feet on center (maximum) and begin no farther than 6 feet from walls. Source CISCA Seismic zones 3 -4 • Splay wires are to be four 12 gage wires attached to the main beam. Wires are arrayed 90° from each other and at an angle not exceeding 45° from the plane of the ceiling. S ource CISCA Seismic zones 3 -4 • Splay wires are to be within 2 inches of the connection of the vertical strut to suspended ceiling. Source CISCA Seismic zones 3 -4 • Rigid b racing may be used in lieu of splay wires. Source ASCE section 9.6.2.6.2.2 • Ceilings with plenums less than 12 inches to structure are not required to have lateral force bracing. S ource Portland Building Department • Vertical struts must be positively attached to the suspension systems and the structure above. Source CISCA 3 -4 • The vertical strut may be EMT conduit, metal studs or a proprietary compres- sion post (see figure 3). Wall Moldings (figure 4) • Wall moldings (perimeter closure angles) are required to have a horizontal flange 2 inches wide, unless alternate methods are approved prior to instal- lation by the local building department and the designer of record. One end of the ceiling grid shall be attached to the wall molding, the other end shall have a 3 i/4 inch clearance from the wall and free to slide. Source ASCE 7 -02 section 9.6.2.6.2.2 item b • The grid shall be attached at two adjacent walls (pop rivets or approved method). Source CISCA Seismic zones 3 -4 • There shall be a minimum 3 4 inch clearance from the end of the grid system at un- attached walls. source ASCE 7 -02 section 9.6.2.6.2.2 item b Spreader Bars (figure 4) • Spreader (spacer) bars or other means approved by local building depart- ment shall be used to prevent the ends of the main beams at perimeter walls from spreading open during a seismic event. Perimeter wires shall not be in lieu of spreader bars. S ource CISCA Seismic zones 3 -4 • Wire tying is an acceptable alternative to spreader bars. • Spreader bars are not required if a 90 degree intersecting cross or main is within 8 inches of the perimeter wall. Hanger (Suspension) Wires (figures 5a and 5b) • Hanger and perimeter wires must be plumb within 1 in 6 unless (figure 5a) counter sloping wires are provided (figure 5b). Source Await C 636 section 2.1.4 • Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage spaced 5 feet on center. Source ASTM C 636 • Any connection device at the supporting construction shall be capable of car- rying not Tess than 100 pounds. Source CISCA zones 3 -4 • For essential facilities, hanger wire connections must be capable of carrying 200 pounds and bracing (splay) wires shall be capable of carrying 440 pounds, shot -in anchors in concrete are not permitted for bracing wires. Source Depart- ment of State Architects (DSA)IR M - • Bracing wires shall be attached to the grid and to the structure in such a man- ner that they can support a design Toad of not less than 200 pounds or the actual design load, with a safety factor of 2, whichever is greater (figure 6b). Source CISCA zones 3 -4 • Powder driven fasteners must be approved for the appropriate loading. Source ASCE 7 -02 section 9.6.1.6.5 • Terminal ends of each main beam and cross tee must be supported within 8 inches of each wall with a perimeter wire (see figure 4 & 5 b). source CISCA zones 3 -4 Electrical fixtures • Light fixtures weighing Tess than 10 pounds shall have one 12 gage hanger wire connected from the fixture to the structure above. This wire may be slack. Source CISCA Seismic zones 3 -4 • Light fixtures weighing more than 10 pounds and less than 56 lbs. shall have two 12 gage wires attached at opposing corners of the light fixture to the structure above. These wires may be slack. Source CISCA Seismic zones 3 -4. • Light Fixtures weighing more than 56 lbs. shall be supported by directly from the structure above. These wires must be taut. Source CISCA Seismic zones 3 -4 • Pendant mounted fixtures shall be directly supported from the structure above using a 9 gage wire or an approved alternate support without using the ceiling suspension system for direct support. Source CISCA Seismic zones 3 -4 • Tandem fixtures may utilize common wires. Mechanical Services • Terminals or services weighing 20 lbs. but not more than 56 lbs. must have two 12 gage wires connecting them to the ceiling system hangers or the structure above. These wires may be slack. Source CISCA Seismic zones 3 -4 • Terminals or services weighing more than 56 lbs. must be independently supported directly from the structure above. These wires must be taut. Source CISCA Seismic zones 3 -4 Seismic Separation Joints (figure 7) For ceiling areas exceeding 2500 square feet, a seismic separation joint or full height wall partition that breaks the ceiling shall be provided unless analyses are performed of the ceilings bracing system, closure angles and penetrations to pro- vide sufficient clearance. Source ASCE 7 -02 item 9.6.2.6.2.2 d The layout and location of the seismic separation joint shall be per the designer of record and noted on the plans. If a seismic separation joint is required by the designer, the designer may use the generic joint detailed in this document or a pro- prietary joint. The amount of free movement (gap design) shall be per the designer of record. Special Inspections Special inspections may be required by the jurisdiction or municipality. Contact the local building department. Sprinklers For ceilings without rigid bracing, sprinkler head penetrations shall have a 2 inch oversize ring, sleeve or adapter through the ceiling tile to allow free movement of at least 1 inch in all horizontal directions. Flexible head design that can accommodate 1 inch free movement shall be permitted as an alternate. Source ASCE 7 -02 9.6.2.6.2.2.item e figure 5a Structural concrete Ceiling clip 3 turns Vertical hanger wire figure 6b 3 turns figure 7 figure 5b • Countersloping figure 6a Vertical hanger wire attachment Shot -in anchor Splayed seismic bracing wire attachment 5/16' dr l-it, socpansion anchor minimum Structural concrete Steel strap 1' wide x 2' long x 12 gage minimum Splayed seismic bracing wire in 3/4' cfri 5/8' NORTHWEST WALL & CEILING BUREAU • SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS GLOSSARY FOR THIS DOCUMENT (regional terminology may vary) CLOSURE ANGLES Wall molding that surrounds the perim- eter of the suspension system and ceiling tiles. CROSS TEES The cross member that interlock with the main beams, also known as cross run- ners or cross T bars. DIFFUSER A circular or rectangular metal grill used for the passage of air from a ducted system. ESSENTIAL SERVICE BUILDINGS Any buildings designed to be used by public agencies as a fire station, police station, emergency operations center, State Patrol office, sheriff's office, or emergency communication dispatch center. GRID The main beams and cross tees of the suspension system. 1032 -A NE 65th St. Seattle, WA 98115 Phone (206) 524 -4243 Fax (206) 524 -4136 Toll Free (800) 524 -4215 info @nwcb.org www.nwcb.org HANGER WIRE 10 or 12 gage soft annealed wire used as primary support for the grid system. Also called suspension wires. LATERAL FORCE BRACING The bracing method used to prevent ceil- ing uplift or restrict lateral movement dur- ing a seismic event. Lateral force bracing consists of vertical struts and splay wires. MAIN BEAM The primary suspension member sup- ported by hanger wires, also known as the main runner, carrying tee, carrying runner or mains. MOLDING A light gauge metal angel or channel fastened to the wall or partition to support the perimeter of an acoustical tile or ceiling. PERIMETER WIRES Hanger wires placed within eight inches of the surrounding walls. NWCB - Oregon Phone: (503) 295 -0333 Fax: (503) 295 -2733 B.C. Wall and Ceiling Association Phone: (604) 597 -7180 Fax: (604) 597 -7208 Alberta Wall and Ceiling Bureau Phone: (403) 250 -7045 Fax: (403) 291 -9515 PLENUM The space above a suspended ceiling. SLACK WIRE A 12 gage wire that is not tight or taut. SPREADER or SPACER BAR A bar with notches to prevent the sus- pension system from separating, also called a stabilizer bar. SPLAY WIRES Wires Installed at an angle rather than perpendicular to the grid. VERTICAL STRUTS The rigid vertical member used in lateral force bracing of the suspension system. Also known as compression posts, seismic pods, seismic struts. Common materials are electrical conduit (EMT), metal studs or proprietary products. ALASKA • IDAHO • OREGON • WASHINGTON • ALBERTA • BRITISH COLUMBIA • SASKATCHEWAN The NWCB has been serving the construction industry for over forty years. It is recognized as a technical authority, educational body and spokesperson for the wall and ceiling industry. It provides services to architects and the con- struction community on all matters relating to the diversified wall and ceiling industry. As the industry's development and coordination organization, the NWCB saw the need to estab- lish a document to provide clarification and the intent of NEHRP (National Earthquake Hazards Reduction Program) an agency of FEMA (Federal Emergency Management Agency). It Is meant to serve as a set of recommendations and is not intended for any specific construction project. The NWCB makes no express or implied warranty or guarantee. KCHA - Section 8 Remodel James Guerrero Architects, Inc. Statement of Probable Construction Costs 11/26/2007 Exterior Ramp & HVAC Enclosure Description Quantity Unit Cost Sub -Total TOTAL Architectural Items Mobilization 1 LS 1,000.00 $1,000 Concrete 383 SF 8.00 $3,064 Handrails 64 LF 32.50 $2,080 4x4 Post 46 LF 3.20 $147 1x6 Stained Cedar 252 SF 4.19 $1,056 ;Architectural Items $7,347 $7,347 Architectural Subtotal $7,347 Sub -Total All Trades $7,347 Superintendent (15 %) $1,102 General Conditions (10 %) $735 General Contractor Overhead & Profit(25 %) $1,837 Total Cost @ Bid (without Sales Tax) $11,021 Contingency 15% $ 1,653 Total $12,674 Does not include design fees, permit fee, taxes and printing costs N 4. SOUND LEVELS Measurement condition PURY- PT2,96,108,128,144TGMU4( -3S) Sound keel of PURY4P72TGMU.A -BS) 031.110J•R.IRneau WINIO-07l 90 00 70 00 50 40 90 20 =w� 10 63 125 250 600 1k 2 4k d Octave be central frequency (Hz) NC-70 NC-50 Standard 601tr Night Model 60Hz 63 61.5 61.0 125 57.5 54.5 250 54.5 50.0 500 52.5 48.0 1k 49.0 41.5 _ 2k 48.0 385 4k 48.0 37.0 - 6k 42.5 38.0 dBN) 56.0 49.0 When MO Mode Y =On AC q.Ya•cop.my • bid. The roam could Mum lo novel /parora.m 1110111166 amn/aey in h a♦. em to tp•ram =WW1 le mem Sound levsl Of PURY- P06TGMU,A( -BS) waeNC_ Ua+s+a,ujrnu.0n 90 60 B 70 103 60 1 40 1 30 20 10 63 125 250 500 1k 2k 48 Octave band canter frequency (Hz) ek NC-70 NC-60 NC-50 NC•40 NC-30 NC-20 Standard 60Hz Night Mode 6011z 63 62.5 60.0 125 58.5 66.5 250 555 50.0 500 63.0 45.5 1k 49.5 41.0 2k 49.0 38.5 4k 49.0 38.0 Ok 43.0 39.0 dB(A) 67.0 49.0 Whwn Kahl Mod. Is MA. Ac .wrm'. ape* r Inlet nw gene mid Mum r mmn• eponym em; r yi Mode aime•ae, In Sr on ctrlhminion mrarm broom Sound level d PURY.P105TGMU-A( -8S) MetisCinwefanSIMMILLAMIN14373 90 w 1 1 1 1 60 70 60 50 40 30 20 Shed 60Hz .••.... Wph 80Hz ft IN -- �\ = \ .Ir••n�T��ri MIMMIe1 aI:ftftft■ r` ∎wa 7i gft■INI t♦wafa.fa�wee�i wr_ 10 ..' 63 125 250 500 1k 2k 4k 50 Octave bend central frequency (Hz) NC-70 NC-80 NC-50 NC-40 NC-30 NC-20 Standard 180Hz Night Mode 60# 63.0 64.0 125 ` 250 64.0 55.0 57.5 48.5 56.0 46.5 tk 50.5 42.5 2k 50.5 43.0 4k 54.0 41.5 Ok 50.0 40.0 dB(A) 00.0 51.0 W.. Yob �rdr.G nr MM. mu Mon rmmr ayorMMfan WI opinion maim Is sawn Sound IOWA Of PURY.P12BTGMU A(.BS) IUeac_ru n.rHUeYU_vvnso4vs 90 00 6 � 1 I 50 1 1 00 40 30 20 10 63 Stand 6012 ---Night 60Hz .6,1.1E10 IIMIN,ftft'ft.ft■ mow. •.►� ��_ww =M� i -- NEWIft •�� -�∎ •>,a� ftiNft■ MIME w_wi 125 250 500 1k 2k 4k 8k Octave bend central kequerct' (Hz) NC-70 NC-60 NC-0 NC 40 NC-30 NC-20 Standard 6OHz Nigh Mode I 60Hz 63 675 64.0 125 68.5 55.0 250 60.5 48.5 500 58.5 49.5 1k 54.5 44.5 2k 50.5 45.0 4k 48.0 43.5 5k 42.5 42.0 ,dBN) 61.0 52.0 Whin MyMob YNMI* AC want. madly Is 'mewl The rymrn mid won b none/ °maim*. r•yi∎kd Manwiowy kills mw hl ew ap•rrur mrim Y•Ma Sound level of PURY- P144T0MU -A(43S) leas es•rr #Manwan'r0►ays 90 60 70 1 OD 1 50 40 1 30 20 10 63 125 250 500 1k 2k 4k Octave band central frequency (Hz) NC-70 NC-60 NC-50 Standard 60Hz Night Made 60Hz 63 68.0 134.5 125 68.5 57.5 250 61.0 54.5 500 59.0 49.0 tk 65.0 48.0_ 2k 50.5 41.5 4k 48.5 39.0 6k 43.0 41.0 dR(A) 61.0 53.0 wto.r yd Mob rnlh/W^mmrmAawn*Ybow. Th. ywrnmdd mini b,err.l ovatlar am My Mode ab anti apaAan a.tlfcn r•.rw Amrrsuatsii E1.ECTIiIC CORPORAflON OUTDOOR UNITS DATA U3 R2 -16 2006 Washin. on State Nonresidential Ene . Code Co • liance Form Interior Lighting Summary 2006 Washington State Nonresidential Ennis Cede Compliance Fonns Project Info LTG -INT Proposed Lighting Wattage Project Address 1 - xmorc COUNTY Roos=NC AATRcw m Applicant Address: 5 - SECTION 8 OFFICE 3 - TOXWILA, 10► Applicant Name: 4 - rill out this line on FRJ -soma - Fill out this line on PAJ -8UK Applicant Phone: 6 - rill out this line on FRJ --SUt 'Project Description [3 New Building D Addition Fa Atterat n " From Table 15.1 (over) - document all exceptions on form LTG -LPA Date Refer to WSEC Section 1513 for controls and commissioning requirements. Revised July 2007 9/24/2007 For Building Department Use FILE COPY /IT r1 Plans Ind 'Compliance Option I • Prescriptive 0 Lighting Power Allowance 0 Systems Analysis 'Alteration Exceptions (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) El No changes are being made to the lighting (chedc appropriate box - sec. Q Less than 60% of the fixtures new, Installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor/room no.) FIRST FLOOR SECOND FLOOR Occupancy Description Allowed Watts Der fi Area in te OFFICE (4181 SQ F -268 EXEMPT ELECTRICAL ROM S) 3913.0 OFFICE 7307.0 Total Allowed Watt: Allowed x Area Location (floor/room no.) 8125! FLOOR FIRST nom FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR 11257 rraOR =CC= 11002 SEOOmm nom( sacam FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR 82031D FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SHCcmID FLOOR SECOND 81002 Fbcture Description FIXTURE A - 21332 FIXTURE Al - 21732 FIXTURE A2 - 21732 1X7URE C - 21732 FZxTURE 01 - 10132 FIXTURE D2 - 10132 FIXTURE FA - 2/732 FIXTURE UC - E1E2II rIX3URE V1 - 21232 1IzTURB A2 - 21232 FIXTURE A3 - 21132 FIXTURE 01 - 1C132 (IXTORE D2 - 10132 FIXTURE FA - 21732 FIXTURE E1 - 21732 FIXTURE 22 - 21732 FIXTURE 11 - 10132 FIXTUR& Vl - 2C132 FIXTURE V2 - 12732 FIXTURE 02 - 11317 FIXTURE 04 - 11232 Number of Fbctures 7 12 2 15 14 4 9 1 2 7 4 6 52 2 14 2 49 6 Watts/ Fbcture Watts Proposed X0'7- 37'1 5 2007 Use LPA (W /sf) Use' LPA /sf) Automotive facility 0.9 Office buldings, offiee/admihistrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, (W 1.0 Convention center 12 Penitentiary and other Group 1-3 Occupancies Courthouse 1.2 Police and fire stations" 1.0 Cafeterias, fast food establishmentss, restaurants/bars 1.3 Post office 1.0 1.1 Dormitory 1.0 Retait retai banking, mall concourses, wholesale stores (pallet radc shelving) 1.5 Exercise center 1.0 School buldings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia assembly spaces 1.0 Theater. motion picture Health care clinic Theater, performing arts 1.2 Hospital, nursing homes, and other Group 1-1 and 1-2 Occupancies 12 Tra nsportation 1.0 1 0 Hotelhnotel 1.0 Warehouses ". storage areas Hotel banauet/conferencelexhibitbn halt'• Workshops 0.5 Laboratory spaces (al spaces not dassified laboratory' shall meet office and other appropriate categories) 1.8 Parking ng ges O2 02 Laundries 12 Librariese 1.3 Plans Submitted for Common Areas Only' Manufacturing facility Museum 1.3 Main floor budding lobbies' (except mall concourses) useum 1.1 Common areas, corridors, toilet fadlties and washrooms, elevator lobbies 12 0.8 Footnotes for Table 15 - 1 2006 Washin• on State Nonresidential Ene . Code Com•liance Form Interior Lighting Summary (back) 2006 Washington State Nonresidential Energy Code Compliance Form LTG -INT Prescriptive Spaces Qualification Checklist Note: if occupancy type is 'Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Occupancy: 0 Warehouses, storage areas or aircraft storage hangers °Other Lighting Fixtures: (Section 1521) 3. LED lights. 1 TABLE 15 -1 Unit Lighting Power Allowance (LPA Revised July 2007 Ea Ch eck if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fodures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T-1, T -2, T-4, T -5, T-8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic bailets 1) In cases in which a general use and a specific use are listed, the spedfic use shad apply. In cases in whidi a use is not mentioned spedficaly, the Unit Power Allowance shall be determined by the building of idol. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be Increased, by two percent per foot of ceding height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For al other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceding height above nine feet. 6) Reserved. 7) For conference rooms and offices Tess than 150ft wth full height partitions, a Unit Ughting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For Indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting PowerAllowavice for the court area is 2.60 Wfft 10) Display window ikrmination instated within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three-quarter-height partitions (transparent or opaque). and fighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft d merchandise display luminaires are exempt provided that they comply with ad three of the following: a) located on ceiing- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only lithe Ighting is actualy instated. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 apples only to the floor area not covered by racks. 4 SEP 2 5 2007 2006 Washin• ton State Nonresidential Ene • Code Com•Iiance Form Exterior Lighting Summary 2008 Washington State Nonresidential Energy Code Compliance Forms LTG -EXT Project Info Pro] Addres 1 - ICING CCUNTZ acxrsan =Tama n 2 - SECTION 8 o'FICE 3 - TUK ILA, 10► Name: 4 - Fill out this line on PRJ -8 f Appl. Name s -Fill out this line on PRJ --SNmf AWL Phonc6 - Fill out this line on PRJ -som Date 9/24/2007 For Building Department Use Revised July 2007 'Project Description O Refer to WSEC Section 1513 for controls and commissioning requirements. Q Addition ® Alteration 0 Plans Included 1 'Compliance Option • Ughting Power Allowance 0 Systems Analysis 1 Building Grounds (luminaires > 100 Watts) I 0 Efficacy > 60 Iumens/W 0 Exemption (list) 0 Controlled by motion Sensor (check appropriate box - sec. 1132.3) Alteration Exceptions p 0 No changes are being made to the lighting ® Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Tradable Locations Other Entries Description I Allowed Watts per 1t or per If Entrances 20 W/LF of door wid Area (it ), perimeter (It) or 1t of items 15.0 Total Allowed Watts Allowed Watts x ft (or x If) 300.0 300.0 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only. Tradable Proposed Lighting Wattage the default table in the NREC Technical Reference Manual may also be used. Location Entances Fbcture Description SA - 10'32 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Number of Fixtures 4 Wafts/ Fbcture 32.0 Total Proposed Watts Watts Proposed 128.0 128.0 Non - Tradable Maximum Allowed Lighting Wattage Non - Tradable Locations Description Allowed Watts I Area (ft), perimeter Allowed Watts per ft or per If (If) or* of items x i (or x ti) Non - Tradable Proposed Lighting Wattage Location Fixture Description Number of Fixtures Watts/ Fbcture Watts Proposed Proposed Watts may not exceed Allowed Watts for Category SEP 2 5 2001 Tradable Surfaces (Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Uncovered Parking Areas Parking lots and drives ( 0.15 W /ft Building Grounds Walkways less than 10 feet wide 1.0 W/linear foot Walkways 10 feet wide or greater plaza areas Special feature areas 0.2W /ft stairways 1.0 W /ft Building Entrances and Exits Main entries 30 W/linear foot of door width Other doors 20 W /linear foot of door width Canopies and Overhangs Canopies (free standing and attached and 1 overhangs) 1.25 W /ft Outdoor Sales Open areas (including vehicle sales lots) 0.5 W/11 Street frontage for vehicle sales lots in addition to "open area" allowance 20 W/linear foot Non - Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior Building Facades 0.2 W/ft for each illuminated wall or surface or 5.0W /linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and ins atehouse g pection stations at guarded facilities 1.25 w /ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") lighting. The following allowances are in addition to any allowance otherwise Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") permitted in the "Tradable Surfaces" section of this table.) Material handling and associated storage 0.5 W /ft Drive -up windows at fast food restaurants 400W per drive - through Parking near 24-hour retail entrances 800 W per main entry 2006 Washi on State Nonresidential Ene Code Corn • fiance Form • LTG -EXT Exterior Lighting Summary (back) 2006 Washington State Nonresidential EMMY Code ComPliamm Form TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised July 2007 SEP 2 5 2007 0 n -1 P E=A-lf--t. Permit No. - 31 ,Q review approval Is subject to errors and onI s'scns. Approval of construction documents does not authorize the violation of = : do . ed code . r o = co. c eipt o' approved -1.�• d .I I t K 1 4 Wedged: REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal , and may include additional plan review fees. • XISTING CONCRETE 4' CONCRETE SLAB HANDRAIL EXISTING CONCRETE /T NETE / G 7 37/ V2 0 METAL HANDRAIL - PAINT 5•-0' 5' -0' 5' -0' RAMP SECTION — REVISED City of Tukwila BUILDING DIV ION 5' -0' 5 LxL 1.4,4.4 W.W.F. JOINT FILLER. TYP. r EXISTING SIDEWALK VERIFY CORNER 0 WATER WARP TO SIDEWALK GRA AT ROAD EXISTING SIDEWALK REVSiONNO 2 tOi 3'7y STING FIRE HYDRANT WARP TO MATCH SIDEWALK ECOMMEND HANDRAIL HERE REVIEWED FOR CODE COMPLIANCE APPROVED OC( 03 2008 - 111=111RIIIRIIIR III -111:- III = III= m..ih- ... �' ��• �I = - - .m= III = III =111: 1 -11= 111.. III =m =m— 11 =IIIR III° III = III = III =III= III =ni =u. - — .,. __ cr _ =IIL = III =IIL =; III = Ill's III - III -III:= III: =III= III = III =III= III .„— ". f Tukwila ILDING DIVISION RECEIVED SEP 252008 PERMIT CENTEP James Guerrero 7520 Bridgeport Way W Lakewood, WA 98499 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: INCOMPLETE LETTER #1 — Revision #1 Development Permit Application Number D07 -374 King County Section 8 Program —15455 65 Avenue S Dear Mr. Guerrero, Sincerely, Brenda Holt Permit Coordinator encl File No. D07 -374 atm P:\Permit Center\lncomplete Letters'2007\D07 -374 Incomplete Ltr #1 to Rev #1.DOC jem This letter is to inform you of corrections that must be addressed before your revision to your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire and Planning Departments have no comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the following comments. 1. Please address the Public Works comments outlined in the September, 2007 letter relating to the backflow deficiencies. Copy enclosed. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 05 -08 -2008 JAMES GUERRERO 7520 BRIDGEPORT WAY W LAKEWOOD WA 98499 RE: Permit Application No. D07 -374 15455 65 AV S TUKW Dear Permit Applicant: Thank you for your cooperation in this matter. Sincerely, xc: fer Marshall 't Technician Permit File No. D07 -374 Cizy of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current permit application files, it appears that your permit application applied for on 09/25/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 06/21/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 06/21/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 March 31, 2008 James Guerrero 7520 Bridgeport Way W Lakewood WA 98499 RE: Request for Permit Application Extension Development Permit Application No. D07 -374 KC Section 8 Program —15455 65 Av S Dear Mr. Guerrero: This letter is in response to your written request for an extension to Permit Application No. D07- 374. The Building Official has reviewed your letter and considered your request to extend the above referenced permit application. The City of Tukwila Building Division will be extending the expiration date of your permit application for an additional 90 days from the original application expiration date (through June 21, 2008) as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, , NALQ fifer Marshall it Technician File: Permit No. D07 -374 Ciz of Tukwila Department of Community Development Jack Pace, Director P:\Pertnit Center\Extension Letters\Pemtit Applications\2007\D07 -374 Application Extensiondoc Jcm Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Nam ■ �u■ mum mum ■ IM MIN James Guerrero Architects, INC March 20, 2008 Building Official City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: PERMIT APPLICATION NO. D07 -374 EXTENSION REQUEST Dear Building Official, MAR 2 4 2008 ,Josue woRKs This is a request to extend the permit application for the King County Section 8 Office Building Addition located at 15455 65 Avenue South in Tukwila, Washington. The project as designed and originally submitted to the city for permit was put out to contractors for bidding. The bids came back significantly above the budget set for construction. We have subsequently been revising the design to reduce costs but still meet all of the applicable code requirements and the needs of the Section 8 staff. We are almost ready to resubmit the revised drawings to the City for review and I expect to have the revised drawings in to the City within two weeks. If the 90 days extension is granted for the permit application we will be able to complete the revised drawings, get the permits issued and begin the construction work. Thank you for your attention to this matter. If you have any questions please do not hesitate llp call me at (253) 581 -6000. J cerely, mes Guerrbro, AIA ot4 aeri * ° 03/0q/45 7520 Bridgeport Way W., Lakewood, Washington 98499 Phone: 253/581 -6000 Fax: 253/581 -7239 APP(,loriLi* 0q7An C-,er : dt121 I3 02 -12 -2008 JAMES GUERRERO 7520 BRIDGEPORT WAY W LAKEWOOD WA 98499 RE: Permit Application No. D07 -374 15455 65 AV S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 09/25/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 03/23/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 03/23/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: er Marshall 't Technician Permit File No. D07 -374 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 January 29, 2008 James Guerrero 7520 Bridgeport Way W Lakewood WA 98499 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #2 Development Permit Application Number D07 -374 King County Section 8 Program —15455 65 Av S Dear Mr. Guerrero, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire and Planning Department has no comments. Public Works Department: Joanna Spencer, at 206 431 -2440, if you have question regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Brenda Holt Permit Coordinator encl File No. D07 -374 P:\Permit Center\Correction Letters\2007\D07 -374 Correction Ltr #2.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: December 21, 2007 PROJECT: KC Section 8 Program 15455 65 Ave S PERMIT NO: D07 - 374 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. None of Public Works issues spelled out in September 28, 2007 comment letter were addressed in your December 06, 2007 revision submittal. P: Joanna/Comments 1 D07 -374 REVIEW #: PERMIT NO: PLAN REVIEWER: (P:Joanna/Comments 1 D07 -374 PW) 1 D07 -374 PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: September 28, 2007 PROJECT: King County Section 8 Program Tenant Improvement 15455 65 Ave S Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. Since the project includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the fire line and the domestic water supply to the building. The City has determined that the subject building has deficiencies on domestic water service and landscape irrigation. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing 2" permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored into a minimum 4" thick concrete pad. Public Works strongly recommends a power supply be provided for the freeze protection enclosure. b) Landscape Irrigation The existing landscape irrigation Air Vacuum Breaker (AVB) shall be replaced with a Double Check Valve Assembly (DCVA). On your site plan, please show the property line(s), sidewallc, street name, N arrow, building location, existing water meter, proposed RPPA, and location of AVB to be replaced with DCVA. Specify on plan manufacturer's name, and backflows sizes /model numbers. Submit RPPA and DCVA cut sheets, together with a construction cost estimate for installation and testing of both backflows. Please make sure both backflows are Washington State Department of Health approved devises. I have enclosed Development Bulletins C5 and A9, which spells out design and installation requirements for cross connection control. The Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for items 2a) and 2b) Applicant has an option to post a bond for items 2a), 2b) in the amount equal to 150% of the design, installation, and RPPA testing cost together with a letter stating the installation by a certain date. October 16, 2007 James Guerrero 7520 Bridgeport Way W Lakewood WA 98499 Sincerely, 'kit) Bill Rambo Permit Technician encl File No. D07 -374 City of Tukwila RE: CORRECTION LETTER #1 Development Permit Application Number D07 -374 King County Section 8 Program —15455 65 Av S P:\Permit Center\ Correction Letters \2007\D07 -374 Correction Ltr #1.DOC wer Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Dear Mr. Guerrero, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Planning, and Public Works Departments. At this time the Fire Department has no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Planning Department: Minnie Dhaliwal, at 206 431 -3685, if you have questions regarding the attached memo. Public Works Department: Joanna Spencer, at 206 431 -2440, if you have question regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Page 1 Building Division Review Memo Date: October 4, 2007 Project Name: King County Section 8 Program Permit #: D07 -374 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Per our calculations with the square footage of the building, additional toilet fixtures shall be required. Provide revised floor plan to show men's and women's restrooms comply with the number of fixture requirements. (IBC Chapter 29 and Table 2902.1 with Washington State Amendments) 2. Identify location of drinking fountains. (IBC 2903.4.1 & 2903.4.2) 3. Provide a reflective ceiling plan to show emergency lighting and emergency pathway lighting. Identify exit signs on the reflective ceiling plan. (IBC Section 1006 and 1011) 4. Please provide additional specifications with details that meet ASCE standards for the new suspended ceiling to include type of perimeter supporting endosure angle (typically 2 "). (ASCE Standards 9.6.2.6.2.2.) 5. Identify the total rise for the handicap ramp (IBC 1101.2.1 & ANSI 405.6) 6. For your information only: a separate mechanical permit with drawings shall be required for any mechanical equipment changes and a separate plumbing permit with drawings shall be required. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. PLANNING DIVISION COMMENTS DATE: October 1, 2007 APPLICANT: James Guerrero for King County Section 8 program RE: D07 -374 ADDRESS: 15455 65 Ave S Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Minnie Dhaliwal is the planner assigned to the file and can be reached at 206 -431 -3685. 1. Please provide a total cost estimate of any proposed exterior improvements. If the cost of the proposed exterior improvements is more than 10 % of the building's assessed value (not the land value) Design Review approval is required. 2. Please provide acoustical information of the proposed HVAC unit. This information is required to determine if the proposed units and their location meet the City's Noise Code TMC Chapter 8.22. The sound levels shall not exceed the maximum permissible levels to the adjoining properties otherwise the enclosure must be designed to reduce the noise levels. TMC 8.22.040 Maximum Permissible Sound Levels For sound sources located within the City, the maximum permissible sound levels are as follows: District of District of Receiving Property within City Sound Source Residential Commercial Industrial Residential 55 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 65 dB(A) 70 dB(A) 8.22.050 Modifications to Maximum Permissible Sound Levels The maximum permissible sound levels established by this chapter shall be reduced or increased by the sum of the following: 1. Between the hours of 10:00PM and 7:OOAM during weekdays, and between the hours of 10:00PM and 7:OOAM on weekends, the levels established by TMC 8.22.040 are reduced by 10 dB(A) where the receiving property lies within a residential district of the City. 2. For any source of sound that is periodic, that has a pure tone component, or that is impulsive and is not measured with an impulse sound level meter, the levels established by this chapter shall be reduced by 5 dB(A); provided, however, that this 5 dB(A) penalty for the emission of sound having a pure tone component shall not be imposed on sounds listed as exempt under TMC 8.22.140 and 8.22.150. 3. For any source of sound that is of short duration, the levels established by this chapter are increased by: a. 5 dB(A) for a total of 15 minutes in any one -hour period; or b. 10 dB(A) for a total of five minutes in any one -hour period; or c. 15 dB(A) for a total of 1.5 minutes in any one -hour period. (P:Joanna/Comments 1 D07 -374 PW) PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: September 28, 2007 PROJECT: King County Section 8 Program Tenant Improvement 15455 65 Ave S REVIEW #: 1 PERMIT NO: D07 - 374 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross- connection control program to protect the public water system from contamination via cross - connection. Since the project includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the fire line and the domestic water supply to the building. The City has determined that the subject building has deficiencies on domestic water service and landscape irrigation. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing 2" permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored into a minimum 4" thick concrete pad. Public Works strongly recommends a power supply be provided for the freeze protection enclosure. b) Landscape Irrigation The existing landscape irrigation Air Vacuum Breaker (AVB) shall be replaced with a Double Check Valve Assembly (DCVA). On your site plan, please show the property line(s), sidewalk, street name, N arrow, building location, existing water meter, proposed RPPA, and location of AVB to be replaced with DCVA. Specify on plan manufacturer's name, and backflows sizes /model numbers. Submit RPPA and DCVA cut sheets, together with a construction cost estimate for installation and testing of both backflows. Please make sure both backflows are Washington State Department of Health approved devises. I have enclosed Development Bulletins C5 and A9, which spells out design and installation requirements for cross connection control. The Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for items 2a) and 2b) Applicant has an option to post a bond for items 2a), 2b) in the amount equal to 150% of the design, installation, and RPPA testing cost together with a letter stating the installation by a certain date. Joanna Spencer - Re: King County Section " Bldg @ 15455 65th Ave S From: Bryan Still To: Joanna Spencer Date: 09/27/2007 12:42 pm Subject: Re: King County Section 8 Bldg @ 15455 65th Ave S I was not fully awake when I responded thanks. Yes, they will need RPPA on domestic. Thanks Bryan »> Joanna Spencer 09/27/2007 9:06 am »> Bryan, Do they need an RPPA on domestic ? Thanks, Joanna »> Bryan Still 09/27/2007 7:29 am »> Hi Joanna, No fire No irrigation deduct Irrigation AVB needs upgrade to DCVA. AMR ok. Thanks Bryan »> Joanna Spencer 09/26/2007 2:27 pm »> O00000psss »> Han Kirkland 09/26/2007 10:59 am »> Joanna, Do you have an address for them? -Han »> Joanna Spencer 09/26/07 10:48 AM »> Bryan, Are they current on their backflows ? Thanks, Joanna D0' 174 PERMANENT FILE COPY D07 -374 �o�- 3'14 ACTIVITY NUMBER: D07 -374 DATE: 09 -25 -08 PROJECT NAME: KING COUNTY SECTION 8 PROGRAM SITE ADDRESS: 15455 65 AVE S Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 2 After Permit Issued DEPARTMENTS: In ivision Public Work t1.-1/W1 ti 6 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: 611 11 1/A, ID -2 -ot Fire Prevention ix Structural Incomplete Structural Review Required REVIEWER'S INITIALS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 09 -30 -08 ❑ No further Review Required DATE: Jrz wfa, 41,--o8 Planning Division ) Permit Coordinator Not Applicable DUE DATE: 10 -28 -08 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -374 DATE: 06 -05 -08 PROJECT NAME: KING COUNTY SECTION 8 PROGRAM SITE ADDRESS: 15455 65 AV S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 X Revision # 1 BEFORE Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complet Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved /Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PLAN REVIEW /ROUTING SLIP Incomplete ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DUE DATE: 06-10-08 Not Applicable ❑ No further Review Required DATE: DATE: DUE DATE: 07 -08-08 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: B i • i g Iiision Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 �Aa03 4/oa3 tiwaad PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -374 DATE: 06 -05 -08 PROJECT NAME: KING COUNTY SECTION 8 PROGRAM SITE ADDRESS: 15455 65 AV S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # X Revision # 1 BEFORE Permit Issued Fire Prevention Structural Public Works rptio (0`%7 woe RMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions ❑ P of n�fing les io ❑ Permit Coordinator DUE DATE: 06-10-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 07-08-08 Not Approved (attach comments) 17 DATE: n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: � ' @a) -06 Building Division I, Fire P revention X ubli W rks Structural ❑ Permit Coordinator , �C dIM DE ERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -20 -08 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -374 DATE: 05 -15 -08 PROJECT NAME: KING COUNTY SECTION 8 PROGRAM SITE ADDRESS: 15455 65 AVE S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued Complete u Incomplete Planning Division Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 'J z1 — 01 ; ) LETTER OF ,COMPLETEN MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW Li Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff initials: Documents/routing slip.doc 2-28-02 DUE DATE: 06 -17 -08 ACTIVITY NUMBER: D07 -374 DATE: 12 -06 -07 PROJECT NAME: KING COUNTY SECTION 8 PROGRAM SITE ADDRESS: 15455 65 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DE ARTMENTS: Zfa I Bui din Di Ion Fire Prevention Public Works, J, �� 2( � v1 Structural e44kI ETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: REVIEWER'S INITIALS: Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: PI ilth nn g ("SS -a ik Permit Coordinator DUE DATE: 12-11-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: DUE DATE: 01 -08 -08 Not Approved (attach comments) 4 DATE: Permit Center Use Only CORRECTION LETTER MAILED: I' 'it O Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW I� Staff Initials: ACTIVITY NUMBER: D07 - 374 DATE: 09 - - PROJECT NAME: KING COUNTY SECTION 8 PROGRAM SITE ADDRESS: 15455 65 AVE S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: t / B II g Division 6 d Public W rks Structural ❑ Permit Coordinator tM €4 1t - d1 ° DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -27 -07 Complete Please Route Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: APPROVALS OR CORRECTIONS: 611 Aux) ID' 11-01 Fire Prevention X Incomplete Structural Review Required Planning i �n Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 10 -25 -07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 0 Departments issued corrections: Bldg Fire ❑ PInggr PWV" Staff Initials: 14 REVISION NO. DATE RECEIVED STAFF ISSUED DATE INITIALS ISSUED DATE STAFF INITIALS 2 q -�-s - off uI2 Summary of Revision: Summ of Revision: 4A„nt,Q cu 14 cA o►x e X- /t,4 rr, % 'cay.3e 0 -e t Vet.4 -i 1/x5 /� Received by: ' T o L (1 - REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: V-4 C £e PERMIT NO: 4.)U 3 ? SITE ADDRESS: I SL SS ORIGINAL ISSUE DATE: ( OK REVISION LOG (please print) lease print) (please print) (please print) (please print) 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.cl.tukwila.wa.us Sheet Number(s): "Cloud" or highlight all areas of revision including date of rexis Received at the City of Tukwila Permit Center by: Entered in Permits Plus on q`D-S -0 U lapplications\forms- applications on linelrevision submittal Created: = -13 -2004 cP„4 Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: 9,2s Plan ChecWPermit Number: ye 7 3' 7 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # [L}!�Zevision # '' after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: a 71/1 J 0� 2 c-<-< lG1 < Project Address: / S (, '4u s . Contact Person: Phone Number: t9( LC/0 D/ Summary of evision: +i�l. tt T JEii CCTV OF TUKWILA SEP 25 ma r 1 vtnfTER Date: Project Name: Project Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http : //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ® Response to Incomplete Letter # I ❑ Response to Corr -ion Letter # 1,4 Revision # (~ r Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 151-4S-c- (5t4 Contact Person: J A t--ri S Summary of Revision: 6 7 'J'= i2.20 7-0 r9 d r /¢ � �`•t r 1 r ) c ✓& t 1 t- It et co.._ - Ct /iscf Sheet Number(s): "Cloud" or highlight all area of revision including date of revision Received at the City of Tukwila Permit Center by( Entered in Permits Plus on t(44,6?) lapplicationslfomu- applications on Iinel evision submittal Created: 8-13-2004 Steven M. Mullet, Mayor Steve Lancaster, Director Plan Check/Permit Number: '' 15 T! T 1j Z �tT" .�F T, E , D JUN 0 5 1008 tEAMJT CENTETy 8 40, ,s ltl -7 Phone Number: Z 5 5 O c /� 41 2__CSi_L 3 y A- pa p ';2 —p L.4 ��o i�•� -L,�T 4SSt; 4 jt City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 51isid8 Plan Check/Permit Number: 1)07 — 374 Steven M. Mullet, Mayor Steve Lancaster, Director ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner • e.vZ Sign due '- r Cdu4-ed 6Gope • , Project Name: KLl{ t Seth i on $ - i ( Q e. 1 Project Address: 1S4 S5 ( p 5 { " i - fi S. Zbo ,11.1.)(-4.0; , I,J F 1 g 8i g g Contact Person: jam CS Glt e rrc rc Phone Number: 2--C 58 1 _Loo °O Summary of Revision: e projec as ctes yi ed Q, zd -: qt (1j �jt„tbrn i G� -Io -fke Cr` 4r er*ut was pwt owl' * -7r bt)d1' e r�� 4- -We e4' ud `�. IorG�s t°,d, rn � bA ,G K �, >1 i � w above � 9 Con - t 0 toe have L $e ue e> ou-I- Gt rhos o-r4 kc Gt or , e lower J1 oor has t' r•••1or1 i ud - rwe 4-Loo reSfreorns a.v )4,1411-ors worn a nci /Vith&r 47) iii( -1-he exrS#, G oor . e �yg Sfiri �vo'rler i o ,`t1 be replaced, hwf 4� Cxr'sh • J hvac .s j4em j,x 1! Pt nai n ,`pt t�. )r ivaS Cw( 01.0- !�- C41z.e C_r f cvr aS w'.II in('Lu4 t-el.5 o'tos+ tua.Ll s on Loe5f Side 4A.0 buddirt5 will r r (71 tt i ✓r ' RECEIVED clITY OF TUKWILA Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (Entered in Permits Plus on s-- \applications \forms - applications on Iine\revision submittal Created: 8 -13 -2004 Revised: MAY ►1.5 200B PERMIT CENTEFI Date: 1 g b n"? Sheet Number(s): 1140 fiD.S City of Tukwila Received at the City of Tukwila Permit Center by: Entered in Permits Plus on l ( '07 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D07 -374 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner "Cloud" or highlight all areas of revision including date of revision Steven M. Mullet, Mayor Steve Lancaster, Director Project Name: King County Section 8 Program Project Address: 15455 65 Av S Contact Person: James Guerrero Phone Number: Summary of Revision: PLE R5 ( st A t 47 A G #- e SpOn/SC RECEIVED CITY OF TUKWi IDEC 06 20011 PERMIT CENTER Business Owner Information Name Role Effective Date Expiration Date STEWART, LARRY W PRESIDENT 01/01/1980 STEWART, PAMELA B SECRETARY 01/01/1980 MCIMMIE, WILLIAM, W VICE PRESIDENT 01/01/1980 03/04/2008 Look Up a Contractor, Electric ;in or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address 1 Address 2 City County State Zip Phone Status Specialty 1 Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License SYNERCI 101 JQ SYNERGY CONSTRUCTION INC CONSTRUCTION CONTRACTOR 601243511 CORPORATION 14040 NE 181ST WOODINVILLE KING WA 98072 4254884500 ACTIVE GENERAL UNUSED 4/18/1990 4/18/2010 SYNERCG994M5 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date FIDELITY & DEPOSIT Until https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SYNERCI101 JQ 06/20/2008 A B C 1 Cy' mot? 64 V l -o a a "Re.- pact -3 2 KCHA SECTION PLAN NORTH DEMO EXISTING STALLS, LOWER AND REPAVE HANDICAP PARKIN AREA. - ALT ■ SITE PLAN SCALE: I" = 30' -0" 3 EXISTING DECK ABOVE NOT BASED ON SURVEY EXISTING DECK ABOVE 4 s Permit No Plar review apps Is subleCt to emirs and omissions. r e �notat� /approval of construction documents ordinance. Pt�'£�'t the violation of any an conditions is ��edged_ of approved Fist By Date: 5 City of "Tukwila BUILD% C DI VS O REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. E ¥ls -r i 1.4 el Ai /4 _17 _ l - 4 G 4, ; apx I -o" HANDRAIL HANDRAIL DTL SCALE: r = I' -O" EXISTING CONCRETE NEW CONCRETE HANDRAIL— HANDICAP RAMP SCALE: I /4" = 5' -0" B 1 I/2" 4' STEEL HANDRAIL 1 1/2 4 METAL HANDRAIL - PAINT S' - S, - SHE RAMP SECTION AOO SCALE: I/4" - l O" 6 ILDING REMO DRAWING INDEX A00 COVER SHEET AND PROJECT INFORMATION AOI DEMOLITION PLANS A02 NEW FLOOR PLANS A03 REFLECTED CEILING PLANS A04 SECTIONS AND DETAILS A05 DOOR SCHEDULE AND DETAILS AOb ROOM FINISH SCHEDULE ALTERNATE NO 1 DEMO EXISTING PARKING STALLS IN HANDICAP AREA, LOWER AND REPAVE IN SAME SPOT. ADD HIGH CURB IN FRONT. SEPARATE PERMIT REQUIRED FOR: echanicai isElectrical igPlisnbing I Gas Piping City of Tukwila BUILDING DIVISION 30 -0" ALTERNATE 7 REVIEWED FOR E CODE COMPLIANCE APPROVED JUN 12 ? 008 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac_• of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a reesubmittal of revised drawings for subsequent approval. a;.ecptance is subject to field inspection by the Public Works utilities inspector. Date: _ _ - By: S' - 5' -O" - 1' -O" �.. .�....�,.� I Imo III III - III = III =111 n III =m �� �� 11 -1 I llll, Alin -ul rI�� I III I l u l llll 1111 = 111 `� °°- ---�.� ... " 1111 = III III IIII 1111= 111�111�1111= ""� EXISTING CONCRETE - `�" " "�= 1 11 111 = III ill =1�I� n IIII XIIP -III ""' --- 4" CONCRETE SLAB Ti I.4x 1 1 L ll_ - 'ii III �.� III= ® TYP. nwn� bxb 1.4x1.4 W.W.F. JOINT FILLER, TYP, I. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIM- ENSIONS. REPORT DISCREPANCIES TO ARCHITECT/ OWNER PRIOR TO BEGINNING CONSTRUCTION. GENERAL PROJECT NOTES ALL WORK TO BE DESIGNED t PERFORMED ACCORDING TO 2006 I.B.C., AND LOCAL JURISDICTION'S REQUIREMENTS t OTHER APPLICABLE CODES. OWNER, ARCHITECT t ENGINEER SHALL BE NOTIFIED OF DISCREPANCIES IN THE CONTRACT DOCUMENTS TO DETERMINE COURSE OF ACTION PRIOR TO CONT- RACTOR PERFORMING WORK RELATED TO SUCH AREA. ALL WORK TO MEET OR EXCEED STANDARD BUILD- ING CONVENTIONS FOR COMMERCIAL CONSTRUCTION. ALL ELEMENTS TO BE CONSTRUCTED TRUE AND PLUMB. SEE PROJECT SPECIFICATIONS FOR FURTHER INFOR- MATION. 8 EXISTING SIDEWALK TUKWILA PKWY 5' -0" 1 S' -O" 1 5' -5" t VICINITY MAP AQO III III III 11 m =III III m m m m . Alf pow ff 11 „MT EL +103:93.: EXISTING SIDEWALK 1[11JJ PROJECT DESCRIPTION REMODEL INTERIOR SPACES OF ENTIRE BUILDING FOR A BETTER ORGANIZATION AND FLOW, t UPDATE HVAC SYSTEM, ADDRESS: 15455 bSTH AVE. S., SUITE 200, TUKWILA, WA 98188 TAX PARCEL# 0003200004 OWNER: KING COUNTY HOUSING AUTHORITY 600 ANDOVER PARK W SEATTLE, WA 98188 OWNER CONTACT: RICK HOFFMAN PHONE: 206 - 514 -1100 ZONING: OFFICE ALLOWABLE USES: OFFICE SITE AREA: 14.942 S.F. IMPERVIOUS AREA 32,694 S.F. LANDSCAPE AREA: 42,248 S.F. OCCUPANCY GROUP B CONSTRUCTION TYPE: VB N0. OF FLOORS: 2 5PI2INKLERED: NO 1ST FLOOR AREA: 1,308 S.F. BASEMENT 4,311 S.F. TOTAL BLDG. AREA 11419 S.F. TABLE 5 -B USE GROUP [A t11 = 9,000 +[ + 9 ,000to 100 ] loo ] If = 100 -.25 W = P 30 If = 100 314 - .25 20 = 44 408 30 9 OWNER /PROPERTY INFORMATION NEW BOILER PARKING RATIO 3/1000 SPACES PROVIDED STANDARD ACCESSIBLE COMPACT TOTAL RECEIVED CITY OF TUKWILA JUN 0 5 2008 PERMIT CENTER BUILDING INFORMATION ALLOWABLE AREA CONS. TYPE Y -B HEATING PARKING AREA 11,619 S.F. 41 2 0 49 10 ALLOWABLE ALLOWABLE AREA W /INCREASE 12,960 S.F. 12,960 S.F. = 12,960 TOTAL REQUIRED 35 INCOMPLETE LTR# 1 REVISION \01 SCALE FACTOR: 360 E � DATE 4/23/08 REVISED SHEET N0. OF A00 A B G D E F G H GENERAL DEMOLITION NOTES A. FIELD VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING DEMOLITION WORK. SURVEY THE CONDITION OF THE BUILDING TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN STRUC- TURAL DEFICIENCY OF ANY PORTION OF THE BUILDING OR ADJACENT STRUCTURES DURING SELECTIVE DEMOLITION. B. PROVIDE TEMPORARY SUPPORT TO ANY ELEMENT DURING SELECTIVE DEMOLITION THAT WILL REMAIN AND /OR BE RESUPPORTED UNDER NEW CONSTRUC TION. C. REMOVE AND LEGALLY DISPOSE OF ITEMS REMOVED DURING DEMOLITION. D. REPAIR OR PATCH HOLES AND DAMAGED SURFACES CAUSED BY SELECTIVE DEMOLITION, MECHANICAL. AND ELECTRICAL WORK. E. CONTRACTOR TO NOTIFY OWNER OF SUSPECTED ASBESTOS WITHIN THE AREA OF DEMOLITION. F. STORE AND PROTECT ALL ITEMS TO REMAIN OR BE REUSED. 401 SCALE: 1 /8" = l'-0" 2 IH UPPER FLOOR FLAN 3 KEY NOTES I. CAREFULLY REMOVE KEYPAD FROM DOOR AND RE- INSTALL PER DOOR SCHEDULE. 2. CUT OPENING FOR NEW RELITE ASSEMBLY. 3. CUT OPENING FOR NEW SEMI RECESSED FIRE EXTINGUISHER CAIBINETS. SEE NEW FLOOR PLAN FOR LOCATIONS. 4. CUT OPENING FOR NEW DOOR ASSEMBLY. 5. REMOVE CORK BOARD. SAND, AND REFINISH GWB. TO SMOOTH FINISH, PAINT PER SCHEDULE 6. REMOVE LIGHT VALANCE AND /OR SCONCE LIGHTING 1. REMOVE EXISTING RECEPTION DESK. 8. REMOVE BOILER PER MECHANICAL PLANS AND REMOVE CAB PANELS (ABATEMENT) 9. CAREFULLY REMOVE PERIMETER CABINETRY. 10. REMOVE EXISTING WOOD FILLER IN FLOOR. II. EXISTING COLUMN TO REMAIN. 12. REMOVE GWB, ETC. DOWN TO WALL STUDS. 13. REMOVE ALL HYDRONIC AND BASE BOARD HEATERS. 14. REMOVE PARTIAL RAILING FOR NEW OPENING TO STAIRS. 15, OPEN WALL TO ALLOW FOR BEAM. 4 11 \ /� \ o f 11 11 11 11 11 11 DEMO LEGEND 12 DEMO DOOR DEMO WALL DEMO ITEM J 5 11 12 6 7 1• - =mn LOWER FLOOR FLAN SCALE: I/8" = I' -0" 8 1 ^'Tal . 111 T boi 37 REVIEWED R It. CODE COMPLIANCE APPROVED JUN 12 2008 City Of Tukwila ILDING MOO 10 _� 1 $ I L� - �J 13 C VE D MAY 15 2000 PERMIT CENTER .J LLI 0 0 CC 0 z 0 J co 00 z 0 0-� 0 c d 1 0 � L z g ; E SCALE FACTOR; 96 G H DECK 2 WALL TYPE 1 - EXISTING EXISTING 2X WALLS (BRICK VENEER 5 EXT, UJALLS) WALL TYPE 2 - WALL TYPES 5/8" TYPE 'X' GWB 2x4 14" O.C. 5/8" TYPE 'X GWB SOUND BATT TOILET ROOM AND OFFICE UJALLS I I VARIES 4 GI- 0" OPEN OFFICE AREA p2s 214 S.F. OLF: 100 OL: 3 OFFICE 214 S.P. OLF: 100 OL: 2 1H A02 OPEN OFFICE AREA 223 352 S.F. OLF: 100 0L: 4 OPEN OFFICE AREA 1 221 I 1,039 S.F. OLF: 100 OL: 10 OPEN OFFICE AREA pi 1 214 S.F. OLF: 100 01-: 2 SCALE: 1/8" = OPEN OFFICE AREA [226 I 196 S.F. OLF: 100 OL: 2 4_3t OFFICE 224 110 S.F. OLP: 100 OL: 1 CORRIDOR 222 I DN NEW FE (FIRE E CABINE UPPER FLOOR PLAN N6u15 6'-0" H WALLS ACTIVE FILES SERVER ROOM 55 S.F. OLF: 300 OL: 1 MEETING 91 S.F. OLF: 15 01-: 4 icemedemmglealre 59 S.F. 513 S.F. OLF: 1 33 SEATS OL: 82 STOR. 213 I 44 S.F. OLF: 300 OL: 1 WOMEN OFFICE 2201 141 S.F. OLF: 100 OL: 1 205 S.F. OLF: 1 COPY 221 1 95 S.F. OFFICE I211 85 S.F. OLP: 100 OL: I OPEN OFFICE AREA 211 I (7) KEY NOTES CD L REMOVE EXISTING FRAME AND/OR DOOR. PATCH WALL TO MATCH EXISTING THICKNESS. 2. FILL IN ANY GAPS IN CAP PIECE, SAND, AND PAINT. 3. REFRAME AND PATCH WALL ABOVE BEAM. 4. EXTEND DUCT DOUJN INTO CEILING W/ NEW AIR DIFFUSER. COORDINATE WITH MECHANICAL. 3 A. PROVIDE ROOF CURBS AT ALL ROOF PENETRATIONS PER MECHANICAL PLAN DETAILS. E. REPLACE WALL AND CEILING INSULATION WHERE DISTURBED. C. PATCH AND FINISH ALL DISTURBED SURFACES TO MATCH EXISTING ADJACENT SURFACES. /— MEETING rfi 92 S.F. OLF: 15 OL: EXISTING 1 b PSE VAUL1 CAP 1 1 OFFICE 68 S.F. OLF: 100 OL: 1 1210 110 S.F. 7: OLP: 15 a- . Pl.; 1 CORRIDOR MEETING OPEN OFFICE AREA 1216 288 S.F. OLF: 100 01.: 3 MEETING 205 12 S.F. OLF: 15 OL: 4 [211 1 GENERAL NOTES 111 1° ‘---NEW 4' CONC. P_AD 10'-5" RECEPTION 1203 204 S.F. OLF: 100 OL: 2 4 BOLLARD 2I5B DN CONFERENCE 408 S.F. OLP: 15 OL: 21 DN EXTEND BEAM TO CORRIDOR UJALL 14; NEUJ BEAM 5-1/8"X13-1/2" GLU LAM BEAM NEUJ FEC DECK LA 1 414 S.F. OLF: 15 OL: 28 I 1 4" TREX DECKING e LANDING 4C--4x4 WOOD COLUMN FASCIA BOARD-TO MATCH EXISTING 4x10 WITH SIMPSON HUC4I0 5 EACH COLUMN ALL COLUMNS ARE CONTINUOUS FROM FOOTING TO UNDERSIDE OF CAP RAIL 2 FOOTING LU/ (2) 44 EACH WAY KITCHEN 113 S.F. OLF: 200 OL: 1 CORRIDOR DN 5 (1) STEEL BOLLARD FILL IJJ/ CONCRETE (3) 44 GRADE EXTERIOR STAIR SECTION DETAILS SCALE: 1/2" LOBBY [100 134 S.F. OLP: 100 OL: 1 I _I 00 6 OFFICE 1 03 228 S.F. 01-F: 100 OL: 2 Ak02 0 OPEN OFFICE AREA 1102 1 524 S.F. OLP: 100 OL: 5 lioi 209 S.F. OLP: 100 01.: 2 SCALE: 1/8" 4C---18"x18"x12" CONCRETE FOOTING W/(2) 14'S EACH WAY- TYP. • NOTE: ALL. WOOD TO BE PRESSURE TREATED. SMOOTH SURFACE (NO CLAW MARKS). RECEPTION CRAWLSPACE OFFICE 04 1 131 S.F. OLF: 100 OL: I pOIA 46 S.F. OLF: 15 01.: 4 EINEW FEC 101B — MEETING 1105 1 STAIRS poa 1 UP 7 H LOWER FLOOR FLAN MECH./ELEC. 1 104 1 119 S.F. OLF: 300 OL: 1 BOILER poi 1 $4 S,F, OLP: 300 OL: 1 IOGIB CORRIDOR 0 OFFICE 1111 1 145 S.F. OLF: 100 OL: 2 lL_ 8 OPEN OFFICE AREA 110 450 S.F. OLF: 100 OL: 5 (114) / OFFICE CORRIDOR 1I12 1 100 S.F. OLF: 100 OL: I 9 PAINT WOOD COMPONENTS TO MATCH EXISTING EXTERIOR TRIM. ETAL HANDRAIL 2x2'5 5" 0.C. -TYP. ,. 18 RISERS 1 1 1111- 't4 . PACED •VV 10 FT s ED NGE CBSQ44-SD2D EQUALLY II i" 4C 1 4'-1" 11c(1,_ UP MEN ° 118 118A 82 S.F. 1 TAIRS INACTIVE FILES 114 446 S.F. OLF: 300 OL: I -au NEW FEC (3) 2X4 WOOD RAILING (2) 4" TREX TREADS VERIFY QUANTITY SEE PLANS FOR ACTUAL NUMBER OF TREADS AND RISERS TREX TOE KICK CORR. V7 CRAWLSPACE DOT 37L-1 STORAGE 1120 121 S.F. OLF: 300 OL: 1 10 UNISEX . 119 82 S.F. 4 10 REVIENNEDOiCA - CODE COMPLONCE APPROVE 2, 2M City Of TuMila ILDIN DM ION_ ECEIVED MAY 1 5 2000 PERMIT CENTER Li] 0 uJ cc 0 co 00 z 0 uJ (r) 1 111111111111111111111111111111= 11111•0111111111V1 11111111111111111111 ••11111111111111M 11•11111111111111111 ,...41•1111111111k • ■pr o r uJ SCALE FACTOR: 96 DATE 4/23/08 REVISED SHEET NO, OF A02 G H GENERAL NOTES A. GRID TO BE CENTERED BETWEEN IIJALLS OF ROOM UJ/ EQUAL AMOUNTS OF TILE IN EA. DIRECTION. B. NO CHANGE TO EXTERIOR LIGHTING. C. PAINT ALL EXISTING CEILING TILES IN CATHEDRAL AREAS WITH ACOUSTICAL PAINT TO MATCH NEUJ TILES. SEE ROOM FINISH SCHEDULE. D. REPAIR /PATCH ALL EXISTING CEILINGS /WALLS DAMAGED BY ELEC. AND MECH. WORK. E. PATCH HOLES FROM REMOVAL OF EXISTING LIGHT FIXTURES AND ADDITION OF NEUJ LIGHT FIXTURES PER ELECTRICAL. PAINT CEILING TO MATCH EXISTING. KEY NOTES 1- EXTEND SOFFIT TO NEW WALL. NEW SOFFIT AREA TO MATCH EXISTING. 2. ADD NEW COVED LIGHTING AROUND NEW OUTER WALL OF BATHROOM TO MATCH EXISTING LIGHTING. SEE DETAIL 4C /A03. B. REMOVE EXISTING LIGHT FIXTURES AND REPLACE WITH LIGHTS PER ELECTRICAL PLAN. 4. REPLACE EXISTING CEILING TILES WITH NEW TILES. 1228 1 1225 A03 223 _. u__ SCALE: 1/8" = I' -0" 191 [226 1 1224 208J UPPER FLOOR PLAN 12201 221 L • -•=1 • .. . REFLECTED CEILING PLAN NEUJ SUSPENDED ACOUSTICAL GRID NEW GLUED ON ACOUSTICAL TILE NEW GWB LUMINAIIRE W/ INTEGRAL EMERGENCY BATTERY EXIT SIGN WITH EGRESS LIGHTING EXIT SIGN 1219 1 2'x2' CEILING ACCESS -.. 211 7 3 1218 1 216 1203 SPACER BRACKET 8' -0" CENTERS LOCATE BETWEEN UPPER BRACKETS 4 2001 21551 COVED LIGHTING DETAIL SCALE: 3" = I'-0" (2) It\ --3/16" STEEL 1/4' r215A1 1214 1 5 6 1/1" 1/2"0x3" LAG SCREW (TOP t BOTTOM) BRACKET (PRIME) 4' -O" CENTERS 212 1 1" 2 4 " 2021 8 '- 0 ". 1201 213 1 3/8" co 6 3/14"0 FLAT HEAD BOLT W/ NUTS t LOCK WASHER, COUNTER. SfNK HEAD IN PLYWOOD 1/2" PLYWOOD 1/2" HEMLOCK V- GROOVE SHIP LAP, NAIL t GLUE TO PLYWOOD 2 LAMP FLOURESCENT FIXTURE I/2 "x1/2 "xl /2" POLYCUBE LOUVER WHITE (ACRYLIC), ENDS HALF EDGE OFFSET FOR JOINTS 11001 T [ 10 1 102 ZL 101 1 0 0 0 0 0 FRONT VIEW BRACKET 1 1/4" O SCALE: 1 /8" = I' -0" FRONT VIEW SPACER BRACKET IOIA1 r T� 105 LOWER FLOOR PLAN 1106 101 NO. 12 GA. VERTICAL WIRE HANGER INSTALLED PRIOR SETTING CONDUIT PARALLEL TO CROSS -T 3/4" RIGID CONDUIT OVERLAP 4" AND DRILL 8/32" HOLE, INSTALL 1 /8" BOLT AND LOCKING NUT SLOT END OF TUBE TO FIT OVER GRID RUNNER 111 8 1/2" RIGID CONDUIT FIT TIGHT TO CEILING PARALLEL TO MAIN 12 GA. WIRE - TYP. 11 O 1 T 11 MAIN NEW SUSPENDED CEILING BRACE SCALE: 1 1/2" = I' -0" EXISTING ACT TILE (2) NEW 2x4'5 a OLD WALL LOCATION WRAP W/ GWB t FINISH SCALE: 3" = 1 113 r112 CEILING DETAIL Q7 ... - 37-I MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot - candle at the walking level. IBC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... r-. 9 EXISTING GWB 10 COMPRESSION STRUT WITH N0. 12 GA. VERTICAL WIRE INSIDE CONDUIT PARALLEL TO MAIN PARALLEL TO CROSS -T PLANE OF STRUCTURE ABOVE CROSS T PLANE OF GRID CEILING 1 1 — F 2 " EDGE TRIM PER ASCE STANDARDS 9.6.2.6.2.2 11201 114 1 118 1115 j RECEIVE MAY 15 2008 PERMIT CENTER a ALA • 0 E ■■■■■■■■ •■■■■ ■■■ ■■v■■•■■ -___ SCALE FACTOR: 96 A B c D E F G H 0 IP 15" MIN A04 CLEAR, MIN. 3 - O MIN. 16 " - 18' \ 12 \ SOUND BATT 2x8 JOISTS W/ GWB 9 TOILET ROOMS 4' -0" PLAM WAINSCOT 3 WET WALLS METAL ANGLES a 24" O.C.- EA SIDE 5' -0" 1' -6" L NOTE: I. DIMENSIONS SHOWN ARE FROM FINISHED UJALL SURFACE 2. 12" MIN. BETWEEN TOP OF GRAB BAR AND BOTTOM OF DISPENSER 3. 1 -1/2" MIN. BETWEEN BOTTOM OF GRAB BAR AND TOP OF DISPENSER 4. VERIFY BLOCKING AND INSTALL AS NECESSARY TYP. TOILET ROOM CLEARANCES SCALE: 1/4" = I' -0" TOILET SIDE TOP 0 4 FT 4" RUBBER BASE - SCALE: 1/2" = 1 SCALE: 1/2" = I' -0" L 2 I --1/2" BTUUN UJALL AND GRAB BAR SPACERS BEHIND MIRROR FOR LEVEL MTG. OVER P.LAM. GWB TO BOTTOM OF STRUCTURE COUSTICAL CEILING TILE OFFICE SIDE 2x4 16" O.C. W/ 2x6 6 16" O.C. 8 BABY CHANGING STATION WALLS 5/8" GWB (BOTH SIDES) 2x4 FURRING 2x4 FRAMING BABY CHANGING STATION 1/2" HILTI POWDER DRIVEN ANCHORS 9 2' - 0" O.C. 4" RUBBER BASE EXISTING CONCRETE SLAB '1- 1111 -111- TYP. INT. PARTITION SECTION COUNTER INSULATE EXPOSED PIPES DOOR IN OPEN POSITION TO CLEAR WALL MOUNTED ACCESSORIES POST CAP 2X4 TOP RAIL IX4 EACH SIDE 4X4 POST 2x2 STILES IX4 EACH SIDE 2X4 AT LENGTHS MORE THAN 5' 3 SCALE: 1 I/2" = I' -0" CEILING DECK ABOVE TOP OF EXIST. WALL SCALE: 1/2" = I' -0" 4 EXISTING WALL EXISTING FLOOR WALL EXTENSION DTL 3+� SECTION THRU HANDRAIL 2x4 STUDS ° 16" O.C. W/ 5/8" GWB (MATCH EXISTING) -- Ir 20 $.F. MOP INK 3 ,_ 6 " SCALE: 1/4" = I'--0" 5 0 8 '_ 4 " 1 1/2" MEN 118 CLG HT UNISEX n19 1 6' -0" ENLARGED ROOMS 118 t 119 2x6 RIM JOIST 2x6 9 16" O.C. 2x6 LEDGER 5/8" TYPE 'X' GWB <-5/8" T PE ' 2x4 4 "0 S /8" TYPE ' SCALE: 1/2" = I' -0" 2" DIAMETER METAL HANDRAIL GRIP 'GWB C. ' GWB \\\\\..._,..,_,, CAST HANDRAIL BRACKET 6 4' -10" S' -10" 7 A 1 1 5'_8" rid 9' -0" MIRROR o WOMEN 212 BABY CHANGING STATION 02 BABY CHANGING STATION MEN 202 WOMEN 201 o� 00 0 0 0 NOTE: ADD BLOCKING IN THE WALL FOR GRAB BARS ENLARGED ROOMS 201, 202, t 212 SCALE: 1/4" = I' -0" EXISTING LIGHTING COVE EXISTING FOG GLASS SECTION THRU (MEETING RN SCALE: 1/4" = I'--0" JANITOR 111 A04 (2) 2x4 BEHIND 4x6 (4)4'x4'x5/8" ACX PLYWOOD SECURE EACH PANEL W /(4) STAINLESS STEEL 3/8 "xl /2" SCREWS ONE IN EACH CORNER 2x4 5' -O' SCALE: 1/4" = I' -0" �HI ELEVATION OF PANELS A04 ADJ. SHELVES MOP SINK A04 4'_0" SCALE: 1/4" = I'--0" 9 NEW 4" CONC. PAD HANDRAILS I4' -8" 9c \ ENLARGED STAIR PLAN EXISTING EXTERIOR WALL t ROOFING STRUCTURE DN 5' -11" 10 SCALE: 1/2" = I' - O" CaWB CEILING 9 TOILET A04 BLOCKING CUT TO F 2x4 16 " O.C. 5/8" TYPE 'X' GWB SCALE: 1/2" = I'--0" Doi- 3�y EXISTING EXTERIOR WALL * ROOFING STRUCTURE (3) NEW 2x45 IN WALL NEW BEAM 5 -1/8 13-1/ LU LAM REVIEWED�FOR_ CODE COMPLIANCE A PPROVED City Of Tukwila B ILD215 JSQL J 12 2008 8 ' -0 " CLG HT SECTION AT ACCORDION PARTITION 2x6 LEDGER 8' -0" CLG HT 2x4 a 24" O.C. '. Y PERMIT CENTEh to (AG,' b CC 0 LU cci cc z 0 00 z 0 Ul Cf) 1 0 w DATE 4/23/08 REVISED SHEET NO. OF A04 SCALE FACTOR: 48 z co 03 co or) F— LU 0 A B C D E F H LOWED LEVEL ROOM # 100 LOBBY NAME 101 MEETING ROOM IOIA RECEPTION 102 OPEN OFFICES 103 OPEN OFFICES 104 OFFICE 105 CORRIDOR 106 , MECH. RM 101 BOILER R 108 STAIR 109 CORRIDOR 110 111 112 113 114 115 116 111 118 119 120 ROOM # 200 209 210 2158 OPEN OFFICES OFFICE OFFICE CORRIDOR FILES STAIR CORRIDOR JANITOR MEN'S RESTROOM UNISEX RESTROOM STORAGE UPPER LEVEL LOBBY NAME 201 WOMEN'S RESTR00M 202 MEN'S RESTROOM 203 RECEPTION 204 CORRIDOR 205 MEETING ROOM 206 MEETING ROOM 201 SERVER ROOM 208 FILE /SERVER ROOM ME E - CT R OOM MEETING ROOM 211 CORRIDOR 212 WOMEN'S RESTROOM 213 STORAGE 214 KITCHEN 215A BREAK / CONFERENC CONFERENCE 216 OPEN OFFICES 211 OPEN OFFICES 218 OFFICE 219 OFFICE 220 OFFICE 221 COPY ROOM 222 CORRIDOR 223 OPEN OFFICES 224 OFFICE 225 OFFICE 226 OPEN OFFICES 221 OPEN OFFICES 228 OFFICE 229 OPEN OFFICES DOOR # 1004 1005 IOIA. IOIB 1024 103A 1044 105A 106A 101A I09A 1098 IIOA 111A 1124 II3A 1144 II4B 115A 1144 I I `f A 1184 118E II9A 1204 1208 200A 200B 201A 2024 203A 205A DOOR # 2044 201A 2084 2088 209A 2098 2104 210B 2124 213A E 2154 2155 2I5 C 215D 215E 2144 211A 2204 2208 222A 2234 223B 2044 225A 2244 2245 228A ALL NEW DOORS TO: HAVE BRUSHED CHROME FINISH USCAN GRADE 2 FINISH 424 'DULL CHROME' #USL -262D 940 -204 LOCKS KEYED SAME AS EXISTING DOOM IOOB HINGES AND ACCESSORIES TO BE A SIMILAR FINISH. EXISTING HINGES TO BE REPLACED VARY IN SIZE. 2 TYPE 2 2 2 TYPE 5TR FRT 2 3 3 2 DBL SIZE 3' -0" X 1 X 1 -3/4" NEW TO MATCH EXISTING 3'--0" X 7' -O" X 1 -3/4" 3' -0" X 7 --0" X 1 -3/4" SIZE 3' -O" X 7' -0" X 1 -3/4" 3' -0" X 7' -O" X 1 -3/4" 3' -0" X 1' -0" X 1-3/4" 3' -O" X 7' -O" X 1-3/4" USE EXISTING DOOR USE EXISTING DOOR 3' -O" X T-0" X I - 3/4" I '3' -0" X T-0" X 1 -3/4" 3 USE EXISTING DOOR * I 3' -O" X 'l' -O" X 1.3/4" 3 USE EXISTING DOOR 3 ' -O " X -I -O" X 1 - 3/4" 3 X 1' -0" X 1 --3/4" 3' -0" X - 1' -O" X 1 -3/4" 3 DOOR SCHEDULE MATERIAL WD WD WD WD MATERIAL METAL /GLASS WD WD WD WD WD WD WD WD WD WD WD WD WD WD JAMB WD WD WD JAMB METAL WD WD WD WD WD WD WD WD WD WD WD WD FIX WD WD HANDLE 4 YES /LOCK YES /LOCK YES /LOCK YES YES YES YES YES YES YES YES YES YES YES HANDLE YES /LOCK YES YES YES /LOCK YES YES YES YES YES /LOCK YES YES YES YES YES * YES YES YES YES /LOCK YES /LACK YE5 YES YES YES YES /LOCK YES YES /LOCK YES YES YES YES YES HINGES DEAD BOLT HC HARDWARE YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES HINGES YES YES YES YES YES YES YES YES YE5 YES YES YES YES YES YES YES YES YES YES YES YES * YE5 YES YES YES YES YES YES YES YES YES YES YES YES VAC /OCCUPIED VAC /OCCUPIED DEAD BOLT YES VAC /OCCUPIED VAC /OCCUPIED YES YES YES YES 5 YES * HC HARDWARE YES NOTES ADAPT TO EXISTING DOORS USE EXISTING REPLACE !EXISTING INSTALL VACANT/OCC SAVE KEY PAD NOTES REINSTALL KEY PAD * DOUBLE DOORS 6 * INSTALL WINDOW PER TYPE 43 * INSTALL WINDOW PER TYPE 1;* * INSTALL WINDOW PER TYPE 11S * INSTALL WINDOW PER TYPE 1$3 7 SHIM CASING TRIM DOOR SEE SCHEDULE WOOD STOP I-1/4 WOOD JAMB TYP. WOOD DOOR JAMB DETAIL EXISTING WINDOW PAINT WALL EDGE BLACK WALL ABUTTING WINDOW 8 EXISTING DOOR LU/ NEW WALL 2X4 STUD WALL FRAME TYPES 9 BATT INSULATION HEADER SEE WEDGE TRIM WOOD STOP DOOR SEE SCHEDULE I/2X2 WOOD STOPS EACH SIDE PER IBC 2404.3 ITEM 4: CATEGORY 1 GLAZING CONTINUOUS RUBBER GASKET AROUND PERIMETER OF GLASS I><. SILL PIECE BELOUJ DOUBLE 2X4 MT' 3'7 LI VARIES WOOD DOOR HEAD DETAIL 10 WINDOW TYPES iREFRAME AND PATCH EXTG 2x4 WALL ABOVE TRUSS HEAD SCREW WOOD TRIM MODERNFOLD SOUNDMASTER 8' SERIES ACCORDION PARTITION 8" WIDE STC RATING OF 39 ACCORDION F'ARTITION DETAIL TYP. INTERIOR RELITE JAMB DOOR CASING INTERIOR DOOR LIGHTING CONTROL BOX IN WALL MOVE MAY 152008 PERMIT CENTE > 1351 ILA 0 LIJ uJ pc CD an op LJJ op MN DATE 4/23/08 REVISED SHEET NO. OF AO5 SCALE FACTOR: 48 op LJJ ROOM FINISH SCHEDULE. RM NO. NAME DEMO FL. DEMO BASE PREP FL. NEW FL. NEW RB BAS: NORTH EAST SOUTH WEST TRIM DOORS CLG NOTES 100 LOBBY - - - - - - - - - - - 101 RECEPTION - - - - - - - - - - - - - 101A MEETING - - - - - T - - - - - - - 102 OPEN OFFICE AREA - - - - - - - - - - - - - 103 OPEN OFFICE AREA - - - - - - - - - P -2 WINDOWS - - -- - 104 105 OFFICE - - - - - - - - - CORRIDOR CPT YES - C--I YES P -I P -I P -I P-I P -2 P -2 - - 106 MECH. /ELEC. - - - - - - - - - P -2 P -2 - - 101 BOILER - YES - - YES P -1 P -I P -1 P -I P -2 P -2 P -I - 108 STAIRS CPT YES - C -I YES F -I P -I P -I P-I P -2 P -2 P -I - _ 109 CORRIDOR CPT YES - C -I YES P -I P -I P -I P -I P -2 P -2 P -I - 110 OPEN OFFICE AREA - - - - P -I PH P -I P -I P -2 P -2 P -I - 110A OFFICE - - - - - P -I P--I P -1 P -I P -2 P -2 F-I 111 OFFICE - - - - P-I P -I P -I P -I P-2 P -2 P -I - 112 OFFICE - - - - - P -I P -I P -1 P -I P -2 P -2 P-I - 113 CORRIDOR CPT YES - C -I YES P -I P -I P -I P -I P -2 P -2 - - 114 INACTIVE FILES - - - - - - - - - P--2 P -2 - - 115 STAIRS CPT YES - C -I YES P -I P -I P -I P -3* P -2 P -2 P -I - 116 CORRIDOR CPT YES - C -I YES P -3* P -I P -3* P -I P -2 P -2 P -1 - 111 JANITOR CPT YES YES 5V-I YES P -I P -I P -I P -I P -2 P -2 P -I - 118 MEN - YES YES SV -I YES P -I F-I/111 P-1/1L1 P -2 P -2 P -I - Il9 UNISEX - YES YES 5V -1 YES P -1/111 P -I P -I /W P -I /W P -2 P -2 P -I -- 120 STORAGE - - - - -- - - - P -2 P -2 - - 200 LOBBY EAST SV/ CPT YES YES SV -I YES P -1 - - - P - 2 P P -4 - LOBBY WEST CPT /CER.TIL; YES YES C -I YES P -I - - - P -2 P -2 P -4 201 202 WOMEN CER.TILE YES YES SV -I YES P -I /W P -I P -1 /W P--1 /W P -2 P -2 P -I - MEN CER.TILE YES YES 5V -I YES P -1 /W P -I P -I /W P -I /W P -2 P -2 P -I - 203 RECEPTION CPT C -I YES P -I P--3* P-I P -I P -2 P -2 F -4 -- 204 CORRIDOR CPT YES YES C -I YES P -I P -I P -I P -I P -2 P-2 P -I -- 205 MEETING CPT YES YES CT -2 YES P -I P -I P -I P -1 P -2 P -2 P -4 - 206 MEETING CPT YES YES CT -2 YES P -1 F-I P -1 P -I P -2 P -2 P -4 - 201 SERVER - YES - - YE5 P--1 P -I P--I P -I P -2 P -2 P -2 F-2 P -4 - 208 ACTIVE FILES - YES - YES KIM P -I* P -I P-I* P -1* P -4 - 209 MEETING CPT YES YES CT-2 YES P -I P -I P -2 P -2 P -1 - 210 MEETING CPT YES YES CT -2 YES P -I VIII P -I P -I P -2 P -2 P -I - 211 CORRIDOR CPT YES - C -I YE5 P -I P-I P -2 P -2 - - 212 WOMEN CPT /CER.TIL- YES YES SV -I YES P-I /W P -1/W P -I /W P -2 P -2 P -I - 213 STORAGE - - - - - - P--2 P -2 - 214 KITCHEN - YE5 YES SV -I YES P -I P -1 P -I P -2 P -2 P -I - 2I5A BREAK ROOM - YES YES 5V -I YES . P -1 P--3* P -I P-2 P -2 P -4 - 215B CONFERENCE CPT YES YES SV -I YES 111/1MW/1111 P -1 P -I P -3* P -I P -2 P -2 P -4 - 216 OPEN OFFICE AREA CPT YES YES CT -2 YES F P -I P-2 P-2 P -4 - 211 OPEN OFFICE AREA CPT YES YES CT -2 YES P -I P -3 P -2 P -2 P -4 218 OFFICE CPT YES YES CT -2 YES YES P -1 P -I P -I P -I KIIIIIIIIIIIII PH F -I EMI P -1 P -3 P -2 P-2 P -4 - 219 OFFICE CPT YES YES CT -2 P -I P -2 P -2 P-4 - 220 OFFICE CPT YES YES CT -2 YES P -I P -2 P -2 P -4 - 221 COPY - YES YES SV -1 YES P -1 P -2 P -2 P -I - 222 CORRIDOR CPT YES - C -I YES P -1 P -3* P -I P -2 P-2 - - 223 OPEN OFFICE AREA CPT YES YES CT -2 YES P -I P -2 P P -4 - 224 OFFICE CPT YES YE5 CT -2 YES P -I P -I P -I F -1 P -2 P -2 P -4 - 225 OFFICE CPT YES YES CT -2 YES 112N11 P -I P - I P -I P -I P -2 P -2 P--4 - 226 OPEN OFFICE AREA CPT YES YES CT -2 YES P -1 P -I P -2 P -2 - -- 221 OPEN OFFICE AREA CPT YES YES CT -2 YES F-I P -3* PH P -2 P -2 P -4 - 228 OFFICE CPT YES YES CT-2 YES P -I F -I P -I P -2 F -2 P -4 - 221 OPEN OFFICE AREA CPT YES YES CT -2 YES P -I P-3* P -I P -2 P -2 - C E F G H NOTE: 2 I. PT INDICATES PAINTING: ALL SURFACES. NEW AND EXISTING -- TYPICAL. 2. ALL MATERIALS LISTED ARE TO BE PROVIDED NEW UNLESS NOTED AS EXISTING. 3. ALL NEW BASE TO BE RUBBER BASE TO MATCH EXISTING 4. ALL ROOMS WITH CT-2 GET 5% CT -3 ACCENT CARPET TILES. (SEE FLOORING MATRIX EXAMPLE..) 5. OVERLAY NEW SHEET VINYL OVER EXISTING VCT WHERE APPLICABLE. 3 4 5 6 ACT CPT EXIST GWB HM PT RB 5 -ACT SV VCT W WD FLASHING RECEIVER WOOD NAILER NOMINAL 2x CANT STRIP P -I FARWEST PAINT 4031P EGGSHELL P -2 FARWEST PAINT It 4032T SEMI GLOSS P -3 FARWEST PAINT U MOD 114A 1/2 EGGSHELL P -4 PROCOAT PROCOUSTFC ( WHITE) OR EQUAL C -I 12 FT SHEET CARPET MANNINGTON MEANS If COLLECTION COLOR: LEGISLATION CT-2 24" x 24" CARPET TILE MANNINGTON MEANS II COLLECTION COLOR: LEGISLATION (MAIN FIELD TILE) CT -3 24" x 24" CARPET TILE MANNINGTON MEANS 11 COLLECTION COLOR: DECREE (ACCENT TILES) E ACCENT COLOR BASE FLASHING PLY 6" MIN. ON FIELD ABBREVIATIONS ACOUSTICAL CEILING TILE CARPET EXISTING GYPSUM WALL BOARD HOLLOW METAL PAINTING RUBBER BASE- TP 1P149 I/8" TPR RUBBER 4" SUSPENDED ACOUSTICAL CEILING TILE SHEET VINYL VINYL COMPOSITION TILE WAINSCOT - WILSON ART U4189 -60 LIMESTONE WOOD PAINT COLORS CARPET COLORS NOTE: ALL PLIES SET IN BITUMEN SEE SPECIFICATION FOR SURFACING SCALE: 3" = 1' -0" FLOORING MATRIX HPR MODIFIED MEMBRANE FLASHING PLY 4" MIN. ON FIELD 8 FIELD COLOR SCALE: 1/8" = 1' -O" 5% ACCENT COLOR EXAMPLE - CURB DETAIL /AIR HANDLING STATION 9 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 12 2008 City Of Tukwila BWLDIN DIVISIO BASE OF UNIT EXTENDS 1/2" MINIMUM BEYOND AND DOWN OVER TOP OF CURB SEALING MATERIAL -MUST BE CONTINUOUS ON THE PERIMETER I" MINIMUM OUNTERFLASHING ASTENERS 8" O.C. NIT MOUNTING CURB 10 ECEIVED HAY 15 2008 PERMIT CENTER smisim.. 2 U •e•®11•u ••uiui■ r 11111111111111111 0 SCALE FACTOR: 48 DATE 4/23/08 REVISED SHEET NO. OF A06