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Permit D13-080 - TELX - TENANT IMPROVEMENT
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D13-080 Telx 3433 S 120 Pl DIGITAL RECORDS (DR) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Code Exemption Brief Explanatory Description Statute/Rule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals’ social security Personal Information – numbers are redacted to protect those Social Security Numbers 5 U.S.C. sec. individuals’ privacy pursuant to 5 U.S.C. sec. DR1 Generally – 5 U.S.C. sec. 552(a); RCW 552(a), and are also exempt from disclosure under section 42.56.070(1) of the Washington 552(a); RCW 42.56.070(1) State Public Records Act, which exempts under 42.56.070(1) the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information – expiration dates, or bank or other financial RCW 61 DR2 Financial Information – account numbers, which are exempt from 42.56.230(5) disclosure pursuant to RCW 42.56.230(5) RCW 42.56.230(4 5) , except when disclosure is expressly required by or governed by other law. TELX 3433 S 120 PL D13-080 Parcel No.: Address: Suite No: City oftukwila f Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov 1023049081 3433 S 120 PL TUKW Project Name: TELX DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D13-080 04/08/2013 11/19/2013 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD , 4TH FLOOR 98168 Contact Person: Name: GLENN PARRY Phone: Address: 12201 TUKWILA INTERNATIONAL BL, 4 FLOOR , SEATTLE WA 65035 Contractor: Name: 206 277-5253 SABEY CONSTRUCTION INC. Phone: (206)281-4200 Address: 12201 TUKVVILA INTERNATIONAL BLVD , SEATTLE WA 98168-5121 Contractor License No: SABEYCI033KM Expiration Date: 01/12/2015 Lender: Name: TELX Address: 100 DELWANNA AV , CLIFTON NJ 07014 DESCRIPTION OF WORK: NEW TENANT: SELECTIVE DEMOLITION OF WALLS/DOORS AND CONSTRUCTION OF NEW WALLS/DOORS FOR NEW 2876 SF UPS AND BATTERY ROOMS AS WELL AS INTERIOR FINISHES AT CORRIDORS AND CO -LO AREAS 5 AND 6. REVISION #1: INCREASE SCOPE OF WORKTO INCLUDE FRONT LOBBY/OFFICE. Value of Construction: $928,840.00 Type of Fire Protection: SPRINKLERS/AFA Type of Construction: VA Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: International Building Code Edition: Occupancy per IBC: $12,771.21 2009 0010 **continued on next page** doc: IBC -7/10 D13-080 Printed: 06-03-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie N Number: N N 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: The granting of this permit does not pr construction othe performance of work. to this pe Date: Public: Non -Profit: N Public: 0L9c1411 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached Signature: Print Name: \&I'\1 Date: Oho ` ()31 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. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D13-080 Printed: 06-03-2013 7: All construction shall be done in conforr a with the approved plans and the requiremF- `s of the International Building Code or International Residential , International Mechanical Code, Washingt�ate Energy Code. 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tulcwila Building Department (206-431-3670). 13: 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 Tulcwila 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. 14: ***FIRE DEPARTMENT CONDITIONS*** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: The battery/UPS rooms must comply with International Fire Code Section 608 STATIONARY STORAGE BAri'ERY SYSTEMS. 17: 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) 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) doc: IBC -7/10 D13-080 Printed: 06-03-2013 25: Door handles, pulls, latches, locks and operating devices on doors required to be ssible by Chapter 11 of the International Building Code shall not require ht grasping, tight pinching or twisting of the w ist to operate. (IFC 1008.1.8.1) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: 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) 28: 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) 29: 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) 30: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 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: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 33: 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) 34: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 35: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 36: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328) 37: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: 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. 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: IBC -7/10 D13-080 Printed: 06-03-2013 43: These plans were reviewed by Inspect1. If you have any questions, please call (206)575-4407. Fire Prevention Bureau at doc: IBC -7/10 D13-080 Printed: 06-03-2013 City oPi'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 1023049081 Address: 3433 S 120 PL TUKW Suite No: Project Name: TELX DEVELOPMENT PERMIT Permit Number: D13-080 Issue Date: 04/08/2013 Permit Expires On: 10/05/2013 Owner: Name: SABEY CORPORATION Address: 12201 TUK VILA INTL BLVD , 4TH FLOOR 98168 Contact Person: Name: GLENN PARRY Phone: 206 277-5253 Address: 12201 TUKVVILA INTERNATIONAL BL, 4 FLOOR , SEATTLE WA 65035 Contractor: Name: SABEY CONSTRUCTION INC. Phone: (206)281-4200 Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168-5121 Contractor License No: SABEYCI033KM Expiration Date: 01/12/2015 Lender: Name: TELX Address: 100 DELWANNA AV , CLIFTON NJ 07014 DESCRIPTION OF WORK: NEW TENANT: SELECTIVE DEMOLITION OF WALLS/DOORS AND CONSTRUCTION OF NEW WALLS/DOORS FOR NEW 2876 SF UPS AND BATTERY ROMS AS WELL AS INTERIOR FINISHES AT CORRIDORS AND CO -LO AREAS 5 AND 6. Value of Construction: $752,500.00 Fees Collected: $10,767.45 Type of Fire Protection: SPRINKLERS/AFA International Building Code Edition: 2009 Type of Construction: VA Occupancy per IBC: 0010 Electrical Service Provided by: SEATTLE CITY LIGHT **continued on next page** doc: IBC -7/10 D13-080 Printed: 04-08-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: N Number: 0 Size (Inches): 0 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 Center Authorized Signature: Laa Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructionpr the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this perm (f C� Signature: \ Vitt 1U5\ Date: O O V Print Name: 0/6\A 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. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D13-080 Printed: 04-08-2013 7: All construction shall be done in conform with the approved plans and the requireme of the International Building Code or International Residential C International Mechanical Code, Washingtoillpite Energy Code. 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: 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. 14: ***FIRE DEPARTMENT CONDITIONS*** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: The battery/UPS rooms must comply with International Fire Code Section 608 STATIONARY STORAGE BAr1'ERY SYSTEMS. 17: 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) 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) doc: IBC -7/10 D13-080 Printed: 04-08-2013 25: Door handles, pulls, latches, locks andoperating devices on doors required to b ssible by Chapter 11 of the International Building Code shall not require ght grasping, tight pinching or twisting of the nst to operate. (IFC 1008.1.8.1) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: 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 nun) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 28: 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) 29: 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) 30: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 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: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 33: 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) 34: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 35: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 36: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328) 37: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: 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. 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: IBC -7/10 D13-080 Printed: 04-08-2013 43: These plans were reviewed by Inspector. If you have any questions, please call Tuk Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-080 Printed: 04-08-2013 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: % 3 Date Application Expires: ` 1� (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 3433 SOUTH 120TH PLACE Tenant Name: TeIX King Co Assessor's Tax No.: 102304-9081 Suite Number: New Tenant: PROPERTY OWNER Name: International Gateway East LLC Address: 12201 Tukwila International Blvd. 4th Floor City: Seattle State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Glenn Parry Address: 12201 Tukwila International Blvd. 4th Floor City: Seattle State: WA Zip: 98168 Phone: (206) 277-5253 Fax: (206) 281-0920 Email: glennp@sabey.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Inc. Address: 12201 Tukwila International Blvd. 4th Floor City: Seattle State: WA Zip: 98168 Phone: (206) 281-4200 Fax: (206) 281-0920 Contr Reg No.: SABEYCI033KM Exp Date: 01/12/2015 Tukwila Business License No.: BUS -0102122 H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8.9-11.docx Revised: August 2011 bh Floor: m Yes ..No ARCHITECT OF RECORD Company Name: Callison Architect Name: Brenda Ross Address: 1420 Fifth Avenue #2400 City: Seattle State: wa Zip: 98101 Phone: (206) 623-4646 Fax: (206) 623-4625 Email: brenda.ross@callison.com ENGINEER OF RECORD Name: None Company Name: Engineers Norhtwest (it\ Engineer Name: Dan Lake Address: 9725 Third Avenue NE , Ste. 207 City: Seattle State: WA Zip' 98115 Phone: (206) 525-7560 Fax: (206) 522-6698 Email: dlake@engineersnw.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: None To (it\ ) Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATItI 1— 206-431-3670 Valuation of Project (contractor's bid price): $ 752,500 Existing Building Valuation: $ 10,580,300 Describe the scope of work (please provide detailed information): Tenant improvement consisting of selective demolition of walls/ doors and construction of new walls/ doors for a new 2,876 square foot UPS and Battery rooms, and interior finishes at corridors and Co -lo areas 5 and 6. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes Ij No If "yes", explain: Floor area of accessory dwelling: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers m Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes / No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forma-Applications On Line\2011 Applications\Permit Application Revised - 8-9:1 l.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is' Floor 116,079 27,736 V-A F-1 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes Ij No If "yes", explain: Floor area of accessory dwelling: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers m Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes / No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forma-Applications On Line\2011 Applications\Permit Application Revised - 8-9:1 l.docx Revised: August 2011 bh Page 2 of 4 • PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS 0 THE STATE OF W _ INGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUT : '• D AGE Signature: Print Name: Glenn arry Mailing Address: 12201 Tukwila International Blvd. 4th Floor H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 03/01/2013 Day Telephone: (206) 277-5253 Seattle WA 98168 City State Zip Page 4 of 4 City of Tukwila ofy Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 1023049081 Address: 3433 S 120 PL TUKW Suite No: Applicant: TELX RECEIPT Permit Number: D13-080 Status: ISSUED Applied Date: 03/08/2013 Issue Date: 04/08/2013 Receipt No.: R13-03058 Initials: User ID: JEM 1165 Payment Amount: $125.24 Payment Date: 11/05/2013 12:53 PM Balance: $0.00 Payee: SABEY CONSTRUCTION, MATTHEW MEILE TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. ACCOUNT ITEM LIST: Description 125.24 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES 000.322.100 000.345.830 Total: $125.24 75.90 49.34 ring• Racaint-(1R Printed: 11-05-2013 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 1023049081 Address: 3433 S 120 PL TUKW Suite No: Applicant: TELX RECEIPT Permit Number: D13-080 Status: ISSUED Applied Date: 03/08/2013 Issue Date: 04/08/2013 Receipt No.: R13-02248 Initials: User ID: WER 1655 Payment Amount: $292.50 Payment Date: 07/30/2013 02:07 PM Balance: $0.00 Payee: MATTHEW MEILE (PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 03440B ACCOUNT ITEM LIST: Description 292.50 Account Code Current Pmts BUILDING INVESTIGATION 000.322.800 292.50 Total: $292.50 rtnr• Raraint-nR Printed: 07-30-2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 1023049081 Address: 3433 S 120 PL TUKW Suite No: Applicant: TELX RECEIPT Permit Number: D13-080 Status: ISSUED Applied Date: 03/08/2013 Issue Date: 04/08/2013 Receipt No.: R13-01773 Payment Amount: $2,003.76 Initials: JEM Payment Date: 06/03/2013 07:37 AM User ID: 1165 Balance: $0.00 Payee: SABEY CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 48968 2,003.76 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 PLAN CHECK - NONRES 000.345.830 Total: $2,003.76 1,214.40 789.36 Printed• 06-03-2013 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 1023049081 Address: 3433 S 120 PL TUKW Suite No: Applicant: TELX RECEIPT Permit Number: D13-080 Status: APPROVED Applied Date: 03/08/2013 Issue Date: Receipt No.: R13-01236 Payment Amount: $6,529.74 Initials: WER Payment Date: 04/08/2013 10:05 AM User ID: 1655 Balance: $0.00 Payee: SABEYCONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 48787 6,529.74 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $6,529.74 6,523.00 2.24 4.50 Drinfni!• nA_1A_9A1Z i City of Tukwila Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 1023049081 Address: 3433 S 120 PL TUKW Suite No: Applicant: TELX RECEIPT Permit Number: D13-080 Status: PENDING Applied Date: 03/08/2013 Issue Date: Receipt No.: R13-00997 Payment Amount: $4,237.71 Initials: JEM Payment Date: 03/08/2013 12:58 PM User ID: 1165 Balance: $6,529.74 Payee: SABEY CONSTRUCTION INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 48677 4,237.71 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 4,237.71 Total: $4,237.71 DAM.* nz_nn_')n1z 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 Permit Inspection Request Line (206) 431-2451 Project:Type_ `-cx of Inspectign: frj� v,l p . A6 1 &J''4L_ Address: / 3133 w rt. 2-074- Date Called: Special Instructions: Date Wanted: ' '�— f a.m. p.m. Requester: Phone No: .,r Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: n P!10: -- CD A-. p `r��(�° V Ins%ector: Date: n REINSPECTION FEE REQUIRED. Prior to next inspection: fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. j /0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. b13--du-0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Type of Inspection: Ad a s- ti3 s 2.c) pi___ Date Called: Special Instructions:. Date Waned: 1 1 J 2.O / 1 a.m. p.m. Requeste : Phone No: proved per applicable codes. Corrections required prior to approval. „ COMMENTS: Date: /// /3 pINSPECTION FEE REQUIRED. Prior to next inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 41-9 INSPECTION RECORD Retain a copy with permit 13 - 050 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro'ec Type of Inspection: Address: Date Called: 3433 OA pL__ Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 1_40(.6, 3 (0 7 Approved per applicable codes. !_J Corrections required prior to approval. COMMENTS: Date, 1.5 1 pectora I RE N PECTION FEE ' . DIRE''.4" or to nex inspection, fee must be paid at 6300 Southcenter Blvd., Suit100. Call to schedule reinspection. v • -INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 >Z (206) 431-,3670 Permit Inspection Request Line (206) 431-2451 .6/3--o8o Pro' t: C �e q e vvr, Type of Inspection: . E Qom, 4/6Hi/A/6 Address:Date 2A/a3 %5 i -/o 7.-4PX/PZ._ Called: Special Instructions: - c M'n�S Cc,f,e 'Req ca0G — 3crl470/ �� Date Wanted: �::'D+ 7.. 31 13 p.m. uester: .L»%U& u�od� Phone No: cA c b ;38 7 - 852 q Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0) /-L QTc der/ E_YeieA edi'R/rD, (2. ) c X' f --.S i, AJ •4Jffd ei O Ai 4O)v4t elej , 4AiTri4A • �. ) C01-4 Jo J 01194tei /n'1J /14,1"70-7-R J 1 ns`pecto . / I�} PECTION FEE REQUIRED. Prior to next inspection. fee must be idfat 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. n at�J Date_ 3/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: TG L7- Type of Inspection: Ia:.t4T Address: Date Called: IA ti.� Special Instructions: Date Wanted: 63-- 1-2- 7 p.m. Requester: Phone No: 1 oG 2SS` 3 67 I " Qproved per applicable codes. Corrections required prior to approval. COMMENTS: Date: -7-1©- t?j El PECTION FEE REQRED. Prioton xt inspection. fee must -be aaie at 6300 Southcenter BBJvd.. Suite 1r 00. C ll to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with. permit 12)')3C) PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 t.s;. (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ti Project: Type of Inspection: Address: -4 1ZoPL.- Date Called: 1-1S3 Special Instructions: S Date Wanted: 7- i O .-. 1 p.m. Requester: Phone No: e) n (—..2.5 _3 G"7 ) ThApproved per applicable codes. Corrections required prior to approval. COMMENTS: , �,�� 7 s�.���If ° nsp t•r: Date. - )3 El SPECTION FEE REQUIJ ED. Prior to n'xt inspection. fee must be . jai at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. o INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 D r 3 -ogo Pr E -t---\( Type of Inspection: Sc.1-5. e.... .. L.: A6 3Addres : 33 t ?moo - PI._ , Date Called: ----_ Special Instructions: Date Wanted: 3_ 13 ' m. Requester: Phone(N4 -7, n0 S -.-3 (0"7/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2 E ° ---- 1 !ee k Inspect: 0.(40 Date:7 v n REINSPECTION FEE REQUIRED. nor to next inspection, fee must be paid at '6300 Southcenter Blvd.. S ite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION (� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367(0 Permit Inspection Request Line (206) 431-2451 V - i3 coS2o Projeo e -Type 1 &Ly _ of Inspection: 3Js - ' 'z6, Adess: 'setn ` L Date Called: i Date Wanted: 3 m. p.m. Special Instructions: Requester: Approved per applicable codes. !__nJ Corrections required prior to approval. COMMENTS: —44'5 `.74 c- Inspect r: 'V Dal l n REINSPECTION FEE REQUIRED. Prior to next inspection. fee -must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: COMMENTS: - Type of Inspection: ; 1 f4 (0-4L-- (rdr! i�,0 r /0. e adds ss: _ . 3 3 12.p' r � Pt er Date alld 1---i. -1 ; 46 '1 Special Instructions: 1-.7.A � 0 p/A-- it—,S J .9f 1 ,s Date Wanted: :(4trzAitA `gym. Requester: A ^- lam, ,. Ph ejoo -255 - 3( // Approved per applicable codes. El Corrections required prior to approval. Inspector: Dater — (4 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. COMMENTS: - ,/ ; 1 f4 (0-4L-- (rdr! i�,0 r /0. e d 1L--. (Sl - - S (i.JP.e €4( C i (0'7 ! t'6 ( . / f7 t0 f t71 / �I 2 _ f l s /\'74 • . s , g, I '1 1-.7.A � 0 p/A-- it—,S J .9f 1 ,s (_,DA N Roo 6 /r -7 4.P /776 :(4trzAitA lam, ,. Inspector: Dater — (4 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit - t 0S-10 INSP CTION N0. PERMIT NO. CITY OF TUKWILA BUILDING p.IVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ; (206) 431-367 Permit Inspection Request Line (206) 431-2451 Projeeti-,; ( k- Type of Inspection: a S ,-/S - '.1-- , /t om Address: '04 S et 3 12 --- PL.. Date Called: 4-- p Special Instructions: Date Wanted: 6.(Z=/3 -----7.m. p.m. Requester: Phone No: Zt96, - 2S 5--.3 17 / EjApproved per applicable codes. Corrections required prior to approval. COMMENTS: 4-- p Co /C-- K� )r/ f 7 . 14 S l S- o ®I & 2 3A /7s -s, A.r( ;t,_ l 1 AlOr-az ffrry i rto .-i'(( , yngi tom, I 4. F-- -4 _ ,. / l) REINSPECTION FEE REQUIRED. Prio ( to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Inspec or: Date: 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit b 3 -080 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 1 EL7`- Type of Inspection: i-1-, h, -t .-Ir�-,Ls_.\-) k - )-i'',,i s Address: Date Called: Special Instructions: Date Wanted:. - 2 2 — 1 —2> a.m. (p%. Requester: Phone No: ©Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: Inspect Date: _ REINSPECTION FEE REQUIRED. Prior to pard'at 6300 Southcenter Blvd., Suite 100. next inspection, fee must be Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDINGDIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 v_ (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: -7-- Z, )( . Type of Inspection: ,5 2,4.5 ;-a✓ 4'J Ce/LTA/6 Address: .. "/c.3-3 /076 P( Date Called: Special Instructions: Date Wanted: .m L. --- /3 p.m. Requester: Phone No: -204 -2 S -..tt 7 / ElApproved per applicable codes. D.Corrections required prior to approval. COMMENTS: p 4 oPot/cri 1 'specs• : e -* ije<cc% n ' El SPECTION FEE,REQUI 2ED. Prior to'next inspection, fee must be id at 6300 Southcenter Blyd., Suite 100. Call to schedule reinspection. INSPECTION RECORD -Retain a copy with permit. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 g- (206) 431-3670 Permit Inspection Request Line (206) 431-2451 .r)13 -08)0 Project: Type of Inspection: D C01-1 J( 1 f i."),...SUSP%+ Address: .1--rS3 5 12 6 ?L_., -- Date Called: Special Instructions: Date Wanted:. Li— l % — ice. m: Requester: - Phone No: b -2 5S �- C. 2 J Approved per applicable codes. Corrections required prior to approval. COMMENTS: •5 rye/ .• f l- : 7-2) P/ 4(c± t • Inspeci or: Date: y_. /7-. EINSPECTION FEE R UIRED. P,/or to next inspection, fee must be • ✓' paid at 6300 Southcenter lvd.. Suite 100. Call to schedule reinspection. V �= INSPECTION RECORD Retain a copy with permit. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (20 6) 431-2451 Project: 7 4 A ` Type of Inspection: `F'i?ArrliA16 - wr Address: 3 h133 5 lad PL Date Called: Special Instructions: Date Wanted:.G y,— l -- / 3 a.m 1 p.m. Requester: Phone No: ,06-265 -3671 ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: rR4 ,,Jh? - ApprN° .,� 5 40 14op iove r Inspec 6N Date: REE SPECTION FEE REQUIR . Prior to nl t inspection, fee must be aid at 6300 Southcenter Blvd, Suite 100. !;'all to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 013-09 t 3- S-4SD /3--la,l PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:Type /e/X111 Sprinklers: Inspection/ cL not Address: Suite #: 3 /33 -;/2O P/ Contact Person: `.� `,, Special Instructions: Phone No.: T1Approved per applicable codes. Corrections required prior to approval. COMMENTS: Fre Pn / 0/OM, r� SUL / 41- 4.0/21,/e-7‘. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: /2 Occupancy Type: Inspector: _r ,,i1,44004/1 s4411 Date: g/Zrn Hrs.: , $100.0 i" REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0/3- ago 12-F /0l PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Iel Sprinklers: Type of Insp t�ion: '-4,1, Address: Suite #: 3N33 . S126, .PI Co act Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections rewired prior to approval. COMMENTS: Sprinklers: Fire Alarm: s9r.- a ki.2 t' tvo (i — Cv I.l—e, Monitor: Fri— • ocr; r -e2 Aril') Work - G.,,�,p/�'T-e- Type: ^ iLke CMeV' /lc hC 4iiit iP,� r �/� ,,�,- O/3 -Or c; "l �TCJ it Q- �-r /1af i Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits:Occupancy Type: Inspector (f /''7(/ Date: eAcA Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 MAYES TESTING ENGINEERS, INC. July 17, 2013 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188-8188 Attn.: Building Official Re: Telx TI @ IGE-04 3433 South 120th Place Tukwila, WA Project No. T13049 EMAILED By Monica Elliott at 9:22 am, Jul 18, 2013 FINAL LETTER Permit: D13-080 Seaffie Office 20225 Cedar VeleyRoad Sute110 Lytvnnood, WA98036 ph 425.7429360 fax 425.745.1737 Tacoma Office 10329 S. Taooma Way Sui E-2 Taoorna, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Dtiee Site 190 Pottland, OR97211 ph 503.251.7515 fax 503281.7579 This is to inform you that registered special inspections have been completed for this project for Buildings B, G and Q as per our reports, copies of which have been sent to you. Special inspection was provided for: • Proprietary Anchors To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, Mayes Testing Engineers, Inc. Timothy G. Beckerle, P.E. Branch Manager RECEIVED CITY OF TUKWILA APR 10 2014 PERMIT CENTER MAYES TESTING ENGINEERS, INC. July 17, 2013 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188-8188 Attn.: Building Official Re: Telx TI @ IGE-04 3433 South 120th Place Tukwila, WA Project No. T13049 FINAL LETTER Permit: D13-080 Seat* office 20225 cedar Valey Road Srite 110 Lynrnood, WA98036 ph 425.7429360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma VUay Salta E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 PodiandOn%e 7911 NE 33rd Di* Stj 190 Portland, OR97211 ph 503.281.7515 fEa503281.7579 This is to inform you that registered special inspections have been completed for this project for Buildings B, G and Q as per our reports, copies of which have been sent to you. Special inspection was provided for: • Proprietary Anchors To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, Mayes Testing Engineers, Inc. Timothy G. Beckerle, P.E. Branch Manager RECEIVED CITY OF TUKWILA JUL 2 2 2C13 PERMIT CENTER MAYES TESTING ENGINEERS, INC. Project No. T13049 Project Telx TI @ IGE-04 Address 3433 South 120th Place, Tukwila, WA Permit No. D13-080 Bldg Dept. City of Tukwila Contractor Sabey Corporation Record No. 005 Date 06-04-2013 Weather Clear Inspection Proprietary Anchors ScettleOffice 20225 CedarValay Road Site 110 Lynnwood, VVA 98036 ph 425.7429360 fax 425.745.1737 Taccvna Office 10029 S. Taoomaway Site E-2 Tacana, WA 98499 ph 253.584.3720 fax 253.584.3707 PbuaandOffioe 7911 NE 331d Drive Site 190 Portland, OR 97211 ph 503281.7515 fax 503281.7579 Inspected placement of expansion anchors for conformance with the plans and per the manufacturer's requirements. Inspected placement of equipment hold down expansion anchors for Chillers 5 and 6. Expansion bolts used were Hilti KB -TZ, 5/8" diameter with 5"+ embedment. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Jim R. Kay Reviewed By: Timothy G. Beckerle, P.E. Branch Manager RECEIVED CITY OF TUKWILA JUN 0 7 2013 PERMIT CENTER Page 1 of 1 MAYES TESTING ENGINEERS, INC. Project No. Project Address Permit No. Bldg Dept. Contractor Record No. Date Weather Inspection T13049 Telx TI @ IGE-04 3433 South 120th Place, Tukwila, WA D13-080 City of Tukwila Sabey Corporation 004 05-21-13 Indoors Proprietary Anchors &stile Office 20225 Cedar Valey Road Suye 110 Lymwcod,WA98036 0425.7429360 fac425.745.1737 Tacoma Office 10029 S. Tacoma Way Sate E-2 Tacoma, WA 98499 0253.584.3720 fax 253584.3707 Portland Office 7911 NE 33rd Drive &de 190 Portland, OR 97211 0 503281.7515 fax 503281.7579 Mayes Testing Engineers on site for torque testing inspection of the'/2" x 7" Hilti KB- TZ expansion anchors for the COLO #1 CRAH unit stands bolted foot pads. The (3) stands each have (16) pads with (2) anchor bolts. 25% of the anchor bolts were randomly selected for torque testing. All selected anchor bolts met the Hilti required torque of 40 ft/lbs when checked with torque wrench. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. RECEIVED CITY OF TUKWILA MAY 2 3 2013 PERMIT CENTER Inspector: Joe Allen Reviewed By: Timothy G. Beckerle, P.E. Branch Manager Page 1 of 1 FILE COPY CORRECTION LTR# D �3� Ener Power/Full Solutions RESERVE POWER data safep ,HX FRONT TERMINAL PERFORMANCE SPECIFICATIONS REVIEWED FOR CODE COMPLIANCE APPROVEb APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 6 2013 PERMIT CENTER %fS09000 Publication No. US-HXFTPS-001 • March 2009 Introducing-DataSafe HX Front:Terminai • data safe %HX FRONT TERMINAL DataSafes batteries. More power, •:' less space, easier maintenance. Eliminate the difficult maintenance and burdensome space requirements of top terminated 12V UPS batteries. Revolutionary, new front-terminatod DataSafe 16V UPS..: :`°batteries, available in 550 W13,800 WPC and 925 WPC sizes; `are more space efficient, more cost effective and easier to maintain than 12V batteries.They use proven VRIA • technology, are conducive to • ":;Incorporating monitoring.systems .and scale easily to. larger.cepacllty UPS systems with one•thirdifewer parallel battefogs, Jp� j " : Ot r ;`,• ' att�i'ies ..Smallerr footprint por,kilowa'' • Simplifies installation • Improves reliability • Complete front access • Eliminates wasted headspace found In typical 12V top terminated designs att�eri� ' ":Feattires • Integrated handle support - provides natural air flow between batteries • Nord -Lock" washer - provides a secure terminal connection over the life of the battery • Solid tin-plated busbars - designed for low resistance and high rate UPS loads • Dual tab washer - supplied standard on all cabinet orders for battery monitoring systems S ecfications • Positive and negative grids made of lead -calcium -tin alloy for long life and efficient recharge • Flame Retardant case and cover to meet UL 94 • Individual cell vents • DataSafe HX battery containers are hermetically sealed to provide leak resistance over the life of the product • AGM separators -The electrolyte is completely absorbed into the separator • High performance brass threaded receptacle or bolt terminal for front terminal access • increased energy density over comparable 12V monobiocs • Computer optimized electrochemistry for increased power up to 16 minute rate • 100% initial Battery Capacity General Specifications Wob el Int d r� 1 •7771105'00 al 16HX550FFR 8 16 650 16HX800FFR 8 16 800 16HX926FFR 8 16 925 tiob m b 692. 27.2 692 27.2 692 222 Worded D'memin With a•a b t9 k m h 117 4,6 177 7.0 177 7.0 313 :12.3 313 .12,3 313 12.3 68.5 151 105.2 232 112.5 248 Publication No. US•HXFT-PS•001 • March 2009 16HX800FFR 16HX926FFR ua oho04.. 1,1 0 0 . O 0 0 0 0 0 a 16HK550FFR '0 t w,1 11 0 0 0 0 0 0 0 O i6HX800FFR 18HX925FFR dta\safeo JHX FRONT TERMINAL 16HX650FFR 1011X550F-FR End Volts 6 6 1.76 799 760 1.70 860 810 1,67 865 838 1,65 897 861 1.63 909 881 1.60 925 074 Discharge Rates In Watts per cell at 25°C (77°F) Standby Tim {Minutes) 7 726 768 789 802 814 827 8 680 9 10 868 829 731 897 665 749 714 681 760 723 669 770 730 694 780 739 701 11 604 638 650 858 662 886 12 682 610 622 13 881, 686 698 627. 601 612 604 838 808 14 16 18 639, 617. 496 643 622 ,650 630 ,654. 533 680 658. 635 681 657 636 684 , 673 677 17 18 19 10 `:.`25 . 30 : "45 120 ' 240 • 478 461. 445 430 .389 324 239 _190., 136 108 68... 600. 481 463, 448 ...380 332, .242 ..181. 138 ,106 68_ .. 608 488 _409 452..., 382 .... 332. 242 ,101. ,138 108 . 68 512_, 482 472„ ,463, , 382 332. 242 181 138,,._108,_• . 68...,. 514 492 472 453 . 382 332 242 181 136 106,. 68 .... 614 402 472 463_.,.382. 332 242 191 __________ 16HX800F-FR End Volts 1.76 1103 1.70 1201 1.67 1269 1.65 1289 1.63 1312 1.60 1345 8 6 7 8 9 10 11 1065 1012 967 926 888 855 1137 1082 1034 892 951 811 1184 1122 1069 1022, 980 040 1216 1148 1091 1041 998 956 1244 1172 1111 1058 1011 987 1274 1206 1139 1081 1029 983 Discharge Rates in Watts per cell at 25°C (77°F) 12 822 876 800 914 927 940 13 792. 842 864 878 887 900 14 766 811 831 842 851 882 Siaudby Time (Alinlues) 16 16 17 18 19 20 26 ' 30 , 45 60 90 120 240 740. 716 896 674 663 834 664 - 493 369,. 287. 216 170 83. 782 764 729.. 706. _ 683, 883 • .574. 608 378 301 _ 218,. 170 . 800 771 744 719 698 874682 .814 378 301. 216 170 93 810 780 762726 702 680. .897 616 378 301 218 170 ,.93,., 818 787 .769 732 708 885 689 . 618 378 301 218 170 93 828 796, 787 .740 716 ,891889_,_-818 378 301 216 170 10HX925F-FR End Volts 1,76 1302 1.70 1349 1.67 1350 1.65 1360 1.63 • 1360 1.60 1350 Discharge Rates In Watts per cell at 25°C (77°F) Slandby Timu (Minutes) 11 12 13 14 16 18 17 18 19 20 26 ''30 "46 60 90 120 '240 1012 977 944 809 872 838 807 778 . 761 720 827 653 409 327 235 184 „101 1069 1019 982 947 814 879 843 811,. 781, . 762 , 644 686. .413„ 328 ,_238 184, 101,,.. 1080 1038 997 ,9847 828. 893 ,857 823. 782 ,783 ,.,847. 686,413 328 236. .184, 101.. 1089 1044 1004 888 830 897 884 .828 798. 766 847 665 413 328 238 , 184. 10t_ 1096 1050 1008 970 933 899 880. 929 796 788..847. 668 413 328. 235_. 184 1101 1055 1012 972 934 899 866„ 829. 788 ..706 .617 568 413, 328 235 .184 pt._ 6 vnxa.enorsys.com 6 7 8 9 10 1248 1199 1144 1095 1051 1312 1264 1201 1164 1104 1344 1281 1225 1176 1127 1349 1298 1238 1186 1137 1348 1305 1249 1195 1144 1349 1305 1261 1203 1150 Publication No. US-HXFT-PS-001 • March 2009 3 00* -40h Cc trent 16IIX550F-FR Dischargo Rates In Amperes at 25°C (77°F) End Volts 1 6 10 18 20 26 30 35 40 46 80 65 1 1.6 2 2.6 3 4 6 6 7 8 9 10 12 24 1.86 . 374 333 264 216 183 159 141 127 116 107 89 92 86 62.3 49.0 408 36.0 27.3 22.8. 19,4 16.6 14.8 13.3 12.0 19.14 ,6.19, 1.80 482 .385 308 245 206 177 168 139 126 118 108 100 93 ee.6 62.3 43.4 370 28.9. 24,1 20.5 17.8 15.7 14.9 12.7 10.06. 5.43 1.76 643 431 338 270 222 189 166 148 132 121 113 104 07 .88.3 .63.1 44.0„ 37;4 29.1„ 24.2 20.6 178 16.7__.14.0 12.7 10.68. 6.43 1.73 575 449 347 277 220 192 107 148 134 122 113 104 97 88.3 63.1 44.0 37.4 29..1 24.2 20.5 128 16.7 14.0 12.7 10.66 6.43. 1.71 605 465 358 284 230 194 169 149 134 122 113 104 97 68.3 53.1 44.0 37.4 29.1 24.2 20.6 17.8 16.7, 14.0 12.7 10.86 6.43 1.69 636 482 365 289 233 196 169 149 134 122 113 104 97 68,3 83.1 44.0 374 29.1. 24.2 20.5 37.8 .15.7 14.9, 12.7 10.66 6.43 1.67 859 497 372 294 236 198 169 149 134 122 113 104 97 68.3 63.1 44.0 37.4 29.1 24.2 20.6. 17.8 16.7 14.0 12.7 10.66 6.43 1.66 660 612 379 297 235 196 169 149 134 122 113 104 , 97 68.3 63,1 44,0 37.4 29.1 24.2 20.6 17.8 , 16.7 14.0 12.7 10.06 5,43 1.63 680 628 384 298 236 196 169 149 134 122 113 104 97 68.3 63.1 44.0 .974 29.1 24.2 20.5 17.8 15.7 14.0 12.7 10.86 ,6.43 1.60 660 552 390 298 236 196 169 149 134 122 113 104 97 68.3 63.1 44.0 37.4 29.1 24.2 20.6 17.8 16.7 14.0 12.7 10.66 5.43 Minutes da\safe® JHX FRONT TERMINAL Hours 16HX800F-FR Discharge Rates In Amperos at 25°C (77°F) End Volts 1 6 10 16 20 26 30 36 40 45 60 55 1 1,6 2 2.6 3 4 6 6 .7 ' .8 . 9 10 12 24 • Minutes Hours 1.85 481 444 368 311 270 237 212 192 , 176 164 164 143 134 98.2. 77.7 85,3 66.9 43.6 36.7 31.3. 273 24.2 21,9. 19.3 18,92 8.93 1.80 611 626 424 354 304 287 237 213 194 179 167 166 148 105.4 83.0 69.5 ,69.6 46.3 38.8 33.1 28.8 25.5 23.1 21.0 17.78 9.28 1.76 737 602 474 391 331 287 263 228 205 189, 178 , 163 153 109.3 06.2 71.0,. 60.6 46.8 39.233.3 29.0 25.7 23.1 21.0 17.76.,9.28 1.73 782 830 492 403 339 293 267 230 208 192 179 168 164 109.3 86,2 71.0 60.6 48.8 39.2 33.3 29.0 26.7 23.1 21.0 17.76 8.28. 1.71 . 828 657 609 414 347 298 261 233 , 211 104 179 160. 154. 109.3 85.2 71.0 60 .5, 46.8 39.2 33,3 29.0 26.7 23.1 21.0 17.78 9,28. 1.69 869 683 526 423 353 302 265 235 211 194 179 168 154 109.3 86.2 71.0 60.6 48.8 99.2 33.3 29.0 25.7 23.1 21.0 1776 9.29 1.67 912 709 640 432 368 306 267 235 211 194 179 166 164 109.3 85.2 71.0 60.5 46.8 „ 39.2 33.3, 29.0 , 25.7 , 23.1 21.0 17.76 8.26. 1.66. 948, 733 554 439 363 308 267 235 211 194 179 166. 164 109.3. 85.2 71.0. 60.6 , 46.3. 39.2 , 33.3. 29.0 26.7 23.1 21.0 17.76 9.28 1.83 970 754 608 446 367 308 287 236 211 194 179 168 154 109.3 85.2 71.0 60.6 .48.8 39.2 39.3 29.0 26.7 23.1 21.0 17.78 9.28 970 784 682 454 368 306 267 235 211 194 179 166 154 109.3 85,2 71.0 60.5 46.8 39.2 , 33.3 29.0.. 28,7 23.1 21,0 1778 9.28 1.60 1 X925F-FR End Volts 1 5 10 16 20 26 30 35 40 46 60 65 1 1.6 2 2.6 3 4 6 6 .'78 9 ' 10 12 24 1.85. 620 557 446 368 312 272 241 217 198 183 171 169 149 107.7 84.8 71,0„ 606. , 478 39.8 33.8 29.4 26.0 23,3. 21.1...17.80, , 9.14 1.80 746 637 614 413 348 302 268 238 215 198 186 172 160. 114.9 90.1 76.2 84.3 _ 60.2 42.1 35.7. 31,1_.276 24.6 22.2 19.70 9.96 1.76 833 704 662 456 376 321 281 260 226 208 183 179 187 118.1 91.8 78.3. 65.0 60.8 42.3. 3.5.8 31.1 275 , 24.6 .22.2 .18.70 9.68. 1.73 861 728 679 468 382 328 286 283 228 209 194 179 187 118.1 91.8 76.3 65.0 80.6 42.3 35.8 31.1 27.5 24.6 22.2 18.70 9.66 1.71 .. 872 760 694 479 388 331 289 265 228 209 194 179 167 119.3 61.8 78.3 65.0. 60.8 42.3 36.8 31.1 „27524.6 22.2 18.79 9,68 1.69 872 772 607 488 393 333 289 265 228 209 194 179 167 118.1 81,8 76.3 66.0 60.6 42.3 35.8„31.1 276. 24.6 22.2 18.70 0,68. 1.67 926 790 016 495 398 333 289 255 228 209 194 179 167 118.1 81.8 76.3 ,66,0 60.8 42.3 36.8 31.1, 27.5 .24.8 22.2 18.70. 9.80 1.65 960 805 828 601 398 333 289 265 228 209 194 179 187 118.1 91.8 78.3 66.0 60.8 42.3 35.8 31,1 27.5 24.6 22.2 18.20 9.66. 1.63 990 820 636 603 398. 333 289 265 228 209 194 179 167 118.1 91.8 78.3 86.0 60.642.3 35.931.1„ 27.5 24.8 .22,2 18,70 9.66 1.60 890 842 645 503 396 333 289 265 228 209 194 176 167 118.1 91.8 78.3 85.0 60.6 42.3 36.8 31.1 , 27,5 24.8 22.2 19.70 9.60. Discharge Rates In Anlperos at 25°C (77°F) F.linules Haws WWW,ener$yS.com EnerSys EnerSys EMEA P.O. Box 14145 Brussets, Belgium Reading, PA 19612.4145 Tel:+32 (0)2 247 94 47 USA Tel: +1-610-208-1991 EnerSys Asia +1.800.538-3627 Guangdong, China fax:+1.610.372.8613 TeI:+86-765.2689 3639 Represented by: Printed hit* USA 02009 EnerSys. All rtighto rosencd Dad:mule endIog000ra%nopropcdyorEnorSysend ;toa6ia:oo, except Nod Lode, e44d1 a not 9w properly 41 EnoiSys. Publication No. US-HXFT-PS-001 March 2009 • Subject to revisions without prior notice. E.&O.E. EnerSys DataSafe 16HX - Typical Product Characteristics (VRLA AGM Technology) Amp hr. Rating ; - 8hr.-toi; 1.75Vpc, Unit-'•- We ght. Lead .... . Weight; • Electrolyte (1.300 SG) Volume .` . VYe gM Acid (H2SO4) ;Volume '; • Weight • Ohmic Basellne..:,'• Imp Gond: Short . Circuit Hydrogen Evolution Rates per Cell - Mai- 2,26 VPC ',Boost 240 VPc, Ibs. kg '. lbs.::'. liters. s.:. gal. lfters' Ibs.; • { •`p -ohm; Siemens; 'p -ohm !kinrs CFM mllday CFM.... mtlday 16HX550F 125 151 68.5 114 51.7 2.10 7.95 21.7 9.82 0.59 2.24 9.07 4.11 5600 2185 4100 4070 4.01E-07 16 8.36E-06 340 16HX800F 205 232 _. 105: 175 79.4 3.56 13.5, 36.7;' 16.7 1.00 3.79 15.4 &97, :3400 3375 2600 64.1"5 1.37E-05; 558"::: `rftili925F;: 220 248 112 192 87.14;{7; 2113.1 35.8 16.2 0.98 3.70 15.0 6.80 3290 4150 2400 6950 7.06E-07 29 1.47E-05 599 Notes: 1_ The nominal AH capacity is based on the 8 hour rate to 1.75 VPC final voltage at 25 °C (nominal temperature). 2. All values for lead, acid & electrolyte are per bloc. AU 16HX blocs contain 8 cells. 3. Impedance values are derived from an Alber Cefcorder and may vary from other meters. 4. Conductance values are derived from a Medtronics Celltron Ultra and may vary from other meters. EnorSys Applications Enginooring EnerSys r nvww.EnmSys.eam 2366 Bemvale Road - Reeding. PA 19605 1-600.638-3627 AE1101125 4/1/2014 City of Tukwila Department of Community Development GLENN PARRY 12201 TUKWILA INTERNATIONAL BL , 4 FLOOR SEATTLE, WA 65035 RE: Permit No. D13-080 TELX 3433 S 120 PL Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 5/19/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 5/19/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, fer Marshall it Technician File o: D13-080 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • • OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Date: 7/34 // 3 Requested By: /17,97i /�1c�1L27 Firm/Company: SAL3e, C,f 54/5%v Inspection Information Project Name:'! Q Project Address/Location: 32Z 33 5. Requested Date for Ins ection: 171/51//3 Permit Number: 0! 5 68.e2 / Phte 7�e.`w) /9 Requested Time: ,e>//:40 Contact Name: Special Conditions for Consideration: � �oAiDA PM Phone Number: 266 r 3qr '" 0.901 Srlm-' - /✓4 L' 'zLJ 24g -3e - 661 24 ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $97.50 per hour (minimum total of $292.50). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of (3) hours. Signature: Printed Name: Date: 3 City Use Only.: / Approved: Y Disapproved: Paid: Receipt No: Date of Approval/Disapprov7 30 (3 Remarks: Authorized Reviewer: H,\Permit Center Forms\Off Hours Inspectlon.docx • SPBEY Construction City of Tukwila Dept. of Community Development 6300 Southcenter Blvd., Ste. 100 Tukwila, WA 98188 RE: Correction Letter #1 — Permit Application #D13-080 Please see attached response to correction letter dated March 15, 2013 for your review and records. Respectfully Glenn Parry Sr. Project Manager CORRECTION �l3-U RECEIVED CITY OF TUKWILA MAR 2 6 2013 PERIVIIT CENTER • • Glenn Parry From: Keith Lane Iklane@lanecoburn.coml Sent: Wednesday, March 20, 2013 11:40 AM To: Glenn Parry; 'John Dwyer' Cc: Connie Taylor; S Coburn Subject: RE: Tukwila comments Attachments: Enersys Data Safe 925.pdf 1. See battery cut sheet. 2. The data sheet for the Enersys 16HX925F-FR states there 1s''3 47 gallons=of-electrolytes-per: battery: There are 54iTiiattenes'supporting the (6) UPS Telx system, resulting in altotal of 1874 gallons of -electrolyte Thanks KEITH LANE, P.E., RCDD, NTS, RTPM, LC, LEED AP BD+C PRESIDENT/CEO - LANE COBURN & ASSOCIATES, LLC klane®lanecoburn.com; www.lanecoburn.com 12900 NE 180th St, #201, Bothell, WA 98011 Seattle, WA - 425-368-4247; Cell: 206-499-5221 Manhattan, NY - Phone 646-580-5221 a Los Angeles, CA - Phone 213-375-5221 F.;tKFFRINO From: Glenn Parry [mallto:GlennPC&sabey.com] Sent: Wednesday, March 20, 2013 7:32 AM To: John Dwyer Cc: K Lane; Connie Taylor Subject: Tukwila comments Hello John, !received a correction letter from the City of Tukwila asking about the batteries. Please see the attached and provide the information that I can send to the Fire Dept. Thanks Glenn CORP ECTION 0 3 i RECEIVED CITY OF TUKWILA MAR 2 6 2013 PERMIT CENTER March 15, 2013 Cityof Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Glenn Parry Sabey Construction Inc. 12201 Tukwila International BI, Fourth Floor Seattle, WA 98168 RE: Correction Letter #1 Development Permit Application Number D13-080 TeIX — 3433 S 120 PI Dear Mr. Parry, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire Department. At this time the Building Department has no comments. Fire Department: Alan Metzler at 206 971-8718 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, C --R) :1A —RoLL Bill Rambo Permit Technician File No. DI3-080 W:IPermit Center\Correction Letters12013\DI3-080 Correction Letter #I.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: March 13, 2013 Project Name: TELX, Phase 1 Address: 3433 S 120 P1 Permit #: D13-080 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau 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. 1. Please provide the manufacturers data sheets for the batteries to be used in the battery and ups rooms. 2. Please provide the total quantity of electrolyte for all batteries. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971-8718. No further comments at this time. • PERMIT CORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-080 PROJECT NAME: TELX SITE ADDRESS: 3433 S 120 PL Original Plan Submittal _ Response to Correction Letter # DATE: 10-25-13 Response to Incomplete Letter # X_ Revision # 2 After Permit Issued DEPART NTS: t i ,But ding tvi ionlrub' tV(3 ublic r PCNIVI 14 Fire Prevention Structural ►� .�� /0/4 in-iiC3 fanning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-29-13 Complete Comments: iv] Incomplete Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 11-26-13 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 tfiRT CO COP. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-080 DATE: 05-07-13 PROJECT NAME: TELX SITE ADDRESS: 3433 S 120 PL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # After Permit Issued DEPPA, T�_ ENTS: OS61(9 11 Building Division c W�O& ub Io s 5 4/A3 re Prevention Sif 3 Structural N Planning Di,ision n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-09-13 Complete{4Incomplete ❑ Not Applicable ❑ Comments: Permit Center°UseOnly INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route X Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06-06-13 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Perm'it`Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 otimeo ett• PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-080 PROJECT NAME: TELX SITE ADDRESS: 3433 S 120 PL Original Plan Submittal X Response to Correction Letter # 1 _ DATE: 03-26-13 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS Building Division Public Works 4w1 /-(,wc 4- H3 F re Prevention Structural ❑ Planning Division Permit Coordinator n • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03-28-13 Complete Incomplete n Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route[X( Structural Review Required REVIEWER'S INITIALS: nNo further Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions DUE DATE: 04-25-13 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use, Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 *PERMIT COORD CQP1111; PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-080 DATE: 03/08/13 PROJECT NAME: TELX, PHASE 1 SITE ADDRESS: 3433 S 120 PL X Original Plan Submittal Response to Correction Letter #_ Response to Incomplete Letter # Revision # _ after Permit Issued DEPARTMENTS: a-ling Nu— 2) Division 1--�� Nle-- 14 Public Works Avn AelAd %--\1-13 Fire Prevention Planning Division i Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03/12/13 Complete1)-4Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 04/09/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) .N1/ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: k� Departments issued corrections: Bldg 0 Fire',— Ping ❑ PW 0 Staff Initials: PROJECT NAME: -1-4. ` PERMIT NO: 3' 0 o rJ SITE ADDRESS: ILA 33 S 1 a-0 t 1 ORIGINAL ISSU "DATE: 14—.8-13 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIA S ISSUED DATE STAFF INITIALS STAFF IN TIALS 2--- 10-2-5-13 III 4 os- Summary of Revision: $0 eM�� sc o� k o 4- work, `%v -f ; n korirv.e wi -f- -- 1 _ Received by: 1 hu_ j., p,2 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED STAFF INITIALS DATE STAFF IN TIALS 2--- 10-2-5-13 6t os- [3 Summary of Revision: p, 1/41-0 Sc. p D-� wo ri k , C1 ittt 41"0 ( rte G�VIA Received by: /-7 ,4/ Hr/ (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) PLAN REVIEW CHECKLIST - (Nonstructural) By: Date: 7-N-77 Permit App. O/1 �d IBC Edition ®% & State Amend. Project title: 737y- 17/ cip-e +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. (f Review for conformity with special detailed requirements based on use and Occupancy. C -1)j Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. Q" -----Review for conformity with requirements of interior finishes of Chapter 8. Q- Review for conformity with requirements for fire protection systems of Chapter 9. C4/—Review for conformity with requirements for means of egress requirements of Chapter 10 Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10/25/2013 Plan Check/Permit Number: D013-080 Response to Incomplete Letter # Response to Correction Letter # ,/ Revision # 2 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Telx Phase I Data Center TI Project Address: 3433 S. 120th Place, Tukwila, WA 98168 Contact Person: Glenn Parry Phone Number: (206) 7304983 Summary of Revision: New GWB, acoustical ceiling replacement, floor repairs and relocation of a door. All revisions clouded and noted. The added scope will increase the project value by $10,770.00 Sheet Number(s): A-001, A122 and A-401 CITY C . . 'OCT 2 5 201 PEA?" "Cloud" or highlight all areas of revision including date of rev Received at the City of Tukwila Permit Center by: I-- Entered in Permits Plus on H:\Applications\Forms-Applications On Line\2010 Applications \7-2010 - Revision Submittal.doc Revised: May 2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 05/07/2013 Plan Check/Permit Number: D013-080 Response to Incomplete Letter # Response to Correction Letter # ,/ Revision # 01 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Te1X Phase I Data center TI Project Address: 3433 S. 120th Place, Tukwila, WA 98168 Contact Person: Glenn Parry Phone Number: (206) 277-5253 Summary of Revision: Selective demolition of walls, floor carpet/tile, ceiling tile/grid, installation of new wall/door, and upgrades to interior finishes (floor tile, carpet, paint, ceiling tile/grid. All revisions clouded and noted delta #1. The added scope will increase the project value by $176,340.00 Sheet Number(s): A-110, A-122 RECEIVED CITv or TUKWI A MAY ;07 2013 PERMPT CENTER "Cloud" or highlight all areas of revision including date of.rv¢io Received at the City of Tukwila Permit Center by: "Entered in Permits Plus on H:\ApplicationsWorms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc Revised: May 2011 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals ntust be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3/A. / 5Plan Check/Permit Number: D13-080 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner Project Name: Te1X Project Address: 3433 S 120 P1 Contact Person: ./.6E//1/ 2?R/ Phone Nutnber: A/Ots y 9 2f 'j' Summary of Revision: , y P (►J iFy i fc '(r,¢gt ,4774c/fci %%f'} #6F7"l 'vf7 T// / 77'&i?To 7`7't YPy Pooh , 71/t -- -1$// ,.;L � c 616cp Fo i? Tf7/e- Td % -/ %'� 7 7ht y epvAn— CP �`— Sheet Number(s): RECEIVED "Cloud" or highlight a l areas of revision including date of revisi n Received at the City of Tukwila Permit Center by: 1S— Entered in Permits Plus on 3-.)-tp`( CITY OF TUKWILA MAR 2 6 2013 PERMIT CENTER \applications\fonns-applications on Iine\revision submittal Created: 8-13-2004 Revised: Contractors or Tradespeople Per Friendly Page • General/Specialty Contractor A business registered as a construction contractor with Lal 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. Business and Licensing Information Name Phone Address Suite/Apt. City State Zip County Business Type Parent Company SABEY CONSTRUCTION INC 2062814200 12201 Tukwila Intl Blvd 4TH FLOOR Seattle WA 981685121 King Corporation UBI No. 601532164 Status Active License No. SABEYCI033KM License Type Construction Contractor Effective Date 5/14/1997 Expiration Date 1/12/2015 Suspend Date Specialty 1 General Specialty 2 Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SABEYC'953RE SABEY CORPORATION Construction Contractor General Unused 12/5/2005 12/5/2013 Active D A S DASCOC'066KD CONSTRUCTION CORP Construction Contractor General Unused 5/4/1994 5/4/1997 Archived BERKLCI088CE BERKLEY CONSTRUCTION INC Construction Contractor General Unused 2/5/1992 2/5/1993 Archived ARCHIDG132QZARCHITECTUALDEV GROUP INC Construction Contractor General Unused 11/9/1987 11/9/1992 Archived SABEYC`141PH SABEY CORPORATION Construction Contractor General Unused 10/8/1986 12/31/2001 Archived OWPROI.221RR 0 a W PROPERTIES INC Construction Contractor General Unused 12/19/1978 10/1/1986 Archived BERKLS*267LP BERKLEY STRUCTURES INC Construction Contractor General Unused 6/17/1974 12/31/1991 Archived Business Owner Information Name Role Effective Date Expiration Date SABEY, DAVID ARTHUR President 05/14/1997 SEWELL, PATRICIA ANNE Secretary 01/19/2011 POOLE, LAURENT D Secretary 01/01/1980 01/19/2011 HARMON, JAMES N Treasurer 01/01/1980 01/19/2011 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 HARTFORD FIRE INSURANCE CO 52BSBCQ3983 12/31/2004 Until Cancelled $12,000.00 12/20/2004 Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 1 4/21/1994 Until Released Bond $6,000.00 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 18 National Fire Ins of Hartford 2094061165 11/01/2012 11/01/2013 $1,000,000.00 10/31/2012 httnc•//fortress wa_unv/lni/hhin/Printasnx 04/08/2013 D B A REFERENCE SYMBOLS ABBREVIATIONS 1 PROJECT DIRECTORY VICINITY MAP BUILDING SECTION INDICATOR • ilk WALL SECTION INDICATOR ENLARGED DETAIL INDICATOR Alk SECTION DETAIL INDICATOR EXTERIOR ELEVATION INDICATOR A -XXX INTERIOR ELEVATION INDICATOR A -XXX MATCH LINE INDICATOR MATCH LINE SEE XX/A-XXX DRAWING REVISION INDICATOR 0 0 EXISTING COLUMN GRIDLINE INDICATOR 1 0 NEW COLUMN GRIDLINE INDICATOR DATUM INDICATOR OR WORK POINT /EL XXX.XX EL. XXX' -XX" C SPOT ELEVATION INDICATOR ROOM NAME XXXX ROOM INDICATOR <E <X <F <G XXXXX > EQUIPMENT INDICATOR XXXXX > FIXTURE INDICATOR XXXXX > FURNITURE INDICATOR XXXXX > GRAPHIC/SIGNAGE INDICATOR MISCELLANEOUS INDICATORS (DOOR) OPENING INDICATOR CF FINISH INDICATOR WINDOW INDICATOR (XX' -XX" AFF CEILING HEIGHT INDICATOR VERTICAL CONFIGURATION OF PARTITION CONSTRUCTION OF PARTITION XX XX xx L WALL TYPE INDICATOR INSULATION: - = NO INSULATION A = BATT ACOUSTICAL INSULTATION T = BATT THERMAL INSULATION KEYNOTE MATERIAL (PER FINISH LEGEND) FINISH (PER FINISH LEGEND) HEIGHT CEILING HEIGHT/MATERIALIFINISH INDICATOR • 4111 41•110111111. • • (NON -RATED PARTITION) (1 -HOUR RATED PARTITION) (2 -HOUR RATED PARTITION) (3 -HOUR RATED PARTITION) (4 -HOUR RATED PARTITION) SMOKE BARRIER s s s SMOKE PARTITION PARTITIONS RCP SYMBOLS CEILING -MOUNTED. 2'X2' FLUORESCENT LIGHT CEILING -MOUNTED 2'X4' FLUORESCENT LIGHT CEILING -MOUNTED 1'X4' FLUORESCENT LIGHT (HIDDEN) CEILING -MOUNTED STRIP FLUORESCENT LIGHT (EXPOSED) CEILING -MOUNTED STRIP FLUORESCENT LIGHT WALL -MOUNTED T I STRIP FLUORESCENT LIGHT DOWNLIGHT ACCENT DOWNLIGHT WALL -WASHER DOWNLIGHT SCONCE -TYPE (WALL -MOUNTED) LIGHT CEILING -MOUNTED EXIT LIGHT WALL -MOUNTED EXIT LIGHT WALL -MOUNTED EXIT LIGHT • STANDARD LIGHT FIXTURES El El EZ1 HVAC DIFFUSERS (SIZE AND TYPE PER MECHANICAL DRAWINGS) HVAC RETURNS/EXHAUSTS (SIZE AND TYPE PER MECHANICAL DRAWINGS) CEILING -MOUNTED HVAC ITEMS CEILING -MOUNTED ACCESS PANEL ADDITIONAL ABBREVIATIONS ARE DEFINED AC ACC ACP ACST AD ADDM ADJ AFF AHU ALT ALUM ANOD APPROX APT ARCH AUTO AV AWP BB BD BLDG BLKG BO BOT BRG BRZ BSMT BUR CAB CB CEM CER CG CH CI CJ CIP CL CLG CLO CLR CMU CO COL COMM CONC CONN CONSTR CONT CORR CPT CSWK CTR CU D DBL DEMO DET DF DIA DIAG DIM DIV DMPF DN DR DS DW DWG DWR E EIFS EJ EL ELEC ELEV ENCL EP EPO EQ EQUIP ESCAL EXH EXP EXIST FA FCIO FD FDC FDTN FE FEC FH FHC FIG FIN FLEX FLR FLUOR FO FOIC FP FR FRMG FRT FT FTG FUT FVC FWC FWP GA GALV GEN GFRC GFRG GFRP GL GYP GYP BD H HB HCWD HD HDBD HDW HDWD 1 -IM HO HORIZ HR HT HVAC ASPHALTIC CONCRETE ACCESSIBLE ACOUSTICAL CEILING PANEL ACOUSTICAL AREA DRAIN ADDENDUM ADJUSTABLE ABOVE FINISHED FLOOR AIR HANDLING UNIT ALTERNATE ALUMINUM ANODIZED APPROXIMATE APARTMENT ARCHITECT, ARCHITECTURAL AUTOMATIC AUDIO VISUAL ACOUSTICAL WALL PANEL(S) BULLETIN BOARD BOARD BUILDING BLOCKING BOTTOM OF BOTTOM BEARING BRONZE BASEMENT BUILT UP ROOFING CABINET CATCH BASIN CEMENT, CEMENTITIOUS CERAMIC CORNER GUARD COAT HOOK CAST IRON CONTROL JOINT CAST -IN-PLACE CENTERLINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT CLEAN OUT, CASED OPENING COLUMN COMMUNICATION CONCRETE CONNECTION, CONNECT CONSTRUCTION CONTINUOUS, CONTINUE CORRIDOR CARPET CASEWORK CENTER CUBIC IN LEGENDS rrROUGHOUT THE DRAINING SET. ID INSIDE DIAMETER INCL INCLUDE, INCLUDING INFO INFORMATION INSUL INSULATE, INSULATION INT INTERIOR IWD INDIRECT WASTE DRAIN DEEP, DEPTH DOUBLE DEMOLISH, DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL, DIAGRAM DIMENSION DIVIDE, DIVISION DAMPPROOF, DAMPPROOFING DOWN DOOR, DRESSING ROOM DOWNSPOUT DISHWASHER DRAWING DRAWER EAST EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL ELEVATOR ENCLOSE, ENCLOSURE ELECTRIC PANEL EMERGENCY POWER OFF EQUAL EQUIPMENT ESCALATOR EXHAUST EXPANSION, EXPOSED EXISTING FIRE ALARM FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HYDRANT FIRE HOSE CABINET FIGURE FINISH, FINISHED FLEXIBLE FLOOR, FLOORING FLUORESCENT FACE OF, FINISHED OPENING FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FIRE PROTECTION, FIREPROOF FRAME, FIRE RATED FRAMING FIRE RETARDANT TREATED FOOT, FEET FOOTING FUTURE FIRE HOSE VALVE CABINET FABRIC WALL COVERING FABRIC WRAPPED PANEL(S) GAGE GALVANIZED GENERAL, GENERATOR GLASS -FIBER REINFORCED CONCRETE GLASS -FIBER REINFORCED GYPSUM GLASS -FIBER REINFORCED PLASTIC GLASS GYPSUM GYPSUM BOARD HIGH HOSE BIBB HOLLOW CORE WOOD HAND DRYER HARDBOARD HARDWARE HARDWOOD HOLLOW METAL HOLD OPEN HORIZONTAL HOUR HEIGHT HEATING, VENTILATING, AND AIR CONDITIONING JAN JANITOR JT JOINT KIT KITCHEN L LONG LAM LAMINATE, LAMINATED LAU LAUNDRY LAV LAVATORY LS LIGHT STANDARD LT LIGHT LTG LIGHTING MAS MASONRY MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MEZZ MEZZANINE MGT MANAGEMENT MFL MAXIMUM FORESEEABLE LOSS MFR MANUFACTURE, MANUFACTURE MH MANHOLE MIN MINIMUM, MINUTE MISC MISCELLANEOUS MO MASONRY OPENING MS MOP SINK MTD MOUNTED MTL METAL MVBL MOVABLE N NORTH NIC NOT IN CONTACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OH OVERHEAD OD OUTSIDE DIAMETER OPNG OPENING OPP OPPOSITE ORD OVERFLOW ROOF DRAIN OTS OPEN TO STRUCTURE ABOVE PBD PRCST PD j PERP PLAM ' PLAS PLYWD PNL PL PR PRKG PROP \ PT PTN R RCP 'RD REF (, REF REINF READ REV RFG RM RO RT 5 SCWD SCHED SD SECT SG SGL SHT SHTHG SIM SPEC SPKLR SPKR SQ iSS I SST STC STD STL STOR STRUCT SUSP T T&G TEL TEMP TER THK TO TSTAT TV TYP UGND UNFIN UON VERT VEST VNR VR VWC W i W/ W/0 WC • WD WH WP WR WT 04, vwvF XFMR PARTICLEBOARD PRECAST PLANTER DRAIN PERPENDICULAR PLASTIC LAMINATE PLASTER PLYWOOD PANEL PROPERTY LINE PAIR PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PARTITION RADIUS, RISER REFLECTED CEILING PLAN ROOF DRAIN, ROAD REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOFING ROOM ROUGH OPENING RIGHT SOUTH, SPANDREL SOLID CORE WOOD SCHEDULE STORM DRAIN SECTION SAFETY GLASS SINGLE SHEET SHEATHING SIMILAR SPECIFICATION SPRINKLER SPEAKER SQUARE SERVICE SINK STAINLESS STEEL SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TREAD, TEMPERED TONGUE AND GROOVE TELEPHONE TEMPERATURE, TEMPORARY TERRAllO. THICK, THICKNESS TOP OF THERMOSTAT TELEVISION TYPICAL UNDERGROUND UNFINISHED UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VENEER VAPOR RETARDER VINYL WALLCOVERING WEST, WIDE WITH WITHOUT WATER CLOSET, WALLCOVERING WOOD WALL HYDRANT WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WATER RESISTANT WEIGHT WELDED WIRE FABRIC TRANSFORMER PLAN SYMBOLS CEILING -MOUNTED FIRE SPRINKLER 9FE FE II FIRE EXTINGUISHERS MOUNTED TO WALL WITH BRACKET IN WALL -MOUNTED CABINET CEILING -MOUNTED SPEAKER GENERAL NOTES EXISTING TO REMAIN (SHOWN SHADED) EXISTING TO BE DEMOLISHED (SHOWN DASHED) L� NEW TYPE OF WORK 1. DO NOT SCALE THE DRAVVINGS. 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4 DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FACE OF FINISH, UNLESS OTHERVNSE INDICATED. 5 DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. OWNER: SABEY 12201 TUKWILA INTERNATIONAL BLVD, FLOOR 4 SEATTLE, WA 98168-5121 TEL: 206-281-8700 FAX: 206-281-0920 CONTACT: GLENN PARRY GENERAL CONTRACTOR: SABEY CONSTRUCTION INC. 12201 TUKWILA INTERNATIONAL BLVD, FLOOR 4 SEATTLE, WA 98168-5121 TEL: 206-281-8700 FAX: 206-281-0920 CONTACT: GLENN PARRY ARCHITECT OF RECORD: CALLISON, LLC 1420 FIFTH AVENUE #2400 SEATTLE, WA 98101 TEL: 206-623-4646 FAX: 206-623-4625 CONTACT: BRENDA ROSS ELECTRICAL ENGINEER: LANE COBURN & ASSOCIATES 129000 180th STREET, SUITE 201 BOTHELL, WA 98011 TEL: 425-368-4247 FAX: CONTACT: KEITH LANE TENANT: TELX 100 DELAWANNA AVENUE CLIFTON, NJ 07014 TEL 973-333-4134 CONTACT: RICH COLEMAN MECHANICAL ENGINEER: HERMANSON 1221 2ND AVENUE NORTH KENT WA, 98032 TEL: 253-796-5873 FAX: 206-575-9800 CONTACT: MARK GLODOWSKI SCOPE OF WORK THE TENANT IMPROVEMENT ISA TOTAL OF 27,558 SQUARE FEET LOCATED ENTIRELY WITHIN AN EXISTING BUILDING OF 116,079 SQUARE FEET. TENANT IMPROVEMENT CONSISTS OF TWO PARTS; SELECTIVE DEMOLITION AND CONSTRUCTION OF DOORS/ INTERIOR PARTITIONS FOR A NEW UPS ROOM (2,876 SQUARE FEET) AND 24,682 SQUARE FEET OF INTERIOR FINISH UPGRADES (NEW PAINT, CEILING GRID ACP, FLOOR TILES) AT COLO 5, 6 AND CORRIDORS. env 1N CD EGINAL Qi AYS BUILDING ADDRESS SITE MAP 3433 SOUTH 120TH PLACE TUKVVILA, WA 98168 (PROPERTY) LEGAL DESCRIPTION LOT 2 OF SHORT PLAT NO. 785018, ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 8603240930; TOGETHER WITH THAT PORTION OF THE NORTH HALF OF VACATED SOUTH 124TH STREET LYING EAST OF THE SOUTHERLY PRODUCTION OF THE WEST LINE OF SAID LOT 2 OF THE SHORT PLAT AND WESTERLY OF A LINE BEING 30 FEET WEST OF AND PARALLEL WITH THE NORTHERLY EXTENSION OF THE CENTERLINE OF 35TH AVENUE SOUTH AS LOCATED BY. THE PLAT OF RIVERTON; AND TOGETHER WITH THAT PORTION OF VACATED 35TH AVENUE SOUTH ADJOINING, AS VACATED UNDER CITY OF TUKWILA ORDINANCE NO.1572, RECORDED UNDER RECORDING NO. 9009171032 WHICH, UPON VACATION, ATTACHES TO SAID PROPERTY BY OPERATION OF LAW; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TAX PARCEL NUMBER: 102304-9081 1— w w 35TH AVENUE S EMARGINAL wAy S CO BUILDING CODE CRITERIA EXISTING BUILDING DATA. PHASE 1 TENANT IMPROVEMENTS: 2009 INTERNATIONAL BUILDING CODE 2009 UNIFORM PLUMBING CODE 2009 INTERNATIONAL MECHANICAL CODE 2006 NATIONAL ELECTRICAL CODE 2009 INTERNATIONAL FIRE CODE ADAAG, STATE BUILDING CODE, WAC CHAPTER 51-40 2009 WASHINGTON ENERGY CODE CONSTRUCTION TYPE: V-A HOUR, FULLY SPRINKLERED 1 STORY TENANT IMPROVEMENT - PHASE 1 AREA: 27,558 SF Existing Co -Io 5: 8,219 SF Existing Co -Io 6: 7,246 SF Existing Corridors: 9,217 SF New UPS Room: 2.876 SF 27,558 SF OCCUPANCY: B - ELECTRONIC SWITCHGEAR FACILITY SEISMIC DESIGN CATAGORY: D SEPARATE PERMIT REQUIRED FOR: McCNanicat Eiechival Plumbing Gas Piping City of Tukwila BUILDING DIVISION 0 FH 35TH AVE. SOUTH r EXISTING BUILDING PERMITED UNDER: 1997 EDITIONS OF: UNIFORM BUILDING CODE, UFC, UMC, UPC 1998 EDITION OF NEC 1994 WASHINGTON STATE ENERGY CODE 1994 WASHINGTON STATE BARRIER FREE CODE NFPA 75 CONSTRUCTION TYPE: V-1 HOUR, FULLY SPRINKLERED 1 STORY BUILDING AREA: TOTAL FLOOR AREA: NORTH CHILLER YARD: SOUTH CHILLER YARD: 116,079 SF 6,659 SF 9,535 SF OCCUPANCY: B - ELECTRONIC SWITCHGEAR FACILITY (107,933 SF) A3 - BREAK ROOM/ LOUNGE (1,054 SF) H3 - RPU ENCLOSURES (6,373 SF UBC SECTION 307 OF TABLE 3-D) PARKING: FACILITY HOUSES A MAXIMUM OF (30) EMPLOYEES AND (30) VISITORS. NUMBER OF PARKING STALLS IS (60). (NOTE: 71 PARKING STALLS IS PROVIDED) FH 1 1 72'-6 LS SOUTH CHILLER YARD PARKING STALLS LS - 411111 it kr 1 4..NX.X\ MAN al i PROPERTY LINE FIRE LANE • DRAWING INDEX 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. 1 10 PARKING STALL => 10 PARKING STALL LS !Fr • • f • LS LS SIDEWALK • LS • • OVERALL SITE PLAN 1" = 40'-0" FHo LS 0 8 PARKING STALLS ENTRY 9 PARKING STALLS AAcilikk%4 , , , LS LS A-000 A-001 A-110 A-121 A-122 ARCHITECTURAL COVER SHEET GENERAL INFORMATION OVERALL PLAN ENLARGED PLANS ENLARGED OFFICE AREA PLAN 03/29/13 03/29/13 03/29/13 03/29/13 03/29/13 03/2 13 A-401 IN -10ELEV 10 0/10/13 A-802 6 PARKING STALLS TER 0' • AILS INTERIOR DETAILS 13/29/13 03/29/13 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 0 2013 City of BUILDING FIL Permii No.__ COPY 179-lyS0 Plan review approval is subs to errors and omissions. A r,Jval of construction documents does not authr t '9 t 3Ecit on of any adopted code or ordinance. Rcc� pt ni L;pproved field ,, and cotillions is adeiowledg d: PARCEL 3 By Date // 5 City Of Tukwila BUILDING DIVISION PARCEL 2 r PARCEL5 14 PARKING STALLS 109'-4" LS FIRE LANE NORTH CHILLER YARD REVISION NO 2 LS 8 PARKING STALLS 53' - 2" LS PARCEL 1 PROPERTY' LINE 3-0 8 0 LEGEND: AREA OF WORK 0 CONSULTAN w' z w Qv zr— <z Z 00 O J Co co 5 ai 1 (1) aL Z 0 O o O N CI 0 LO CO 0 E N 0 N • N • fp to N (NJ() M r RECEIVED CITY OF TUKWILA OCT 252013 PERMIT CENTER H ISSUED co V Cfl co co 0 cu Z t -JO 0 co co 0 — M BUILDING PERMIT DESIGN NARRATIVE #1 DATE 2/28/2013 3/25/2013 CONSTR. PROGRESS SET 3/29/2013 ARCHIVE PACKAGE REVISED #2 BLDG Permit Revision 9/12/2013 DATE 10/14/13 / ` \ D:ljhawkins's Documents'TeJX-ph1-11jhawkins.rvt 10/22/2013 12:16:37 PM COPYRIGHT 0 2013 CALUSON 1116 GENERAL INFORMATION A-001 H F 0 c A 58' -1" O 58'-1" 0 58'-0 O DN REMOVE EXISTING PARTITION; REPAIR ADJACENT PARTITION AS REQUIRED REMOVE AND RELOCATE EXISTING DOOR 00 GENERAL OFFICE 174 00 REMOVE AND RELOCATE EXISTING DOOR; REPAIR PARTITION TO MATCH EXISTING 0 0 00 CONF. RM 4 176 00 PROVIDE AND -. INSTALL NEW DOORS 3F 00 CORRIDOR 150 174 176 CORRIDOR 150A 0 PROVIDE NEW PARTITION MAN TRAP 178 BREAK ROOM 175 150A 0 L" - FRONT ENTRY 183A LOBBY 183 0 JANITORIAL CLOSET REMOVE EXISTING PORTIONS OF PARTITION; REPAIR ADJACENT W LL AS REQUIRED OFFICE PLAN - PHASE 1 MAINTENANCE SHOP 173 8' - 0" 1' 6'-4" A9 A-802 1/8" 1'-0" O 0 175A 0 REPAIR AND RESTORE EXISITNG RECESSED PEDIMATS CONF. ROOM 3 REMOVE EXSITING PARTITIONS AND 000 PROVIDE NEW DOOR REMOVE EXISTING CABINET PROVIDE NEW PARTITIONS SECU TY OFFIC 184 A9 DATA CLOSET 185 0 REPAIR AND RESTORE EXISTING LOBBY TILE FLOOR AS REQUIRED; REPLACE DAMAGED TILES WITH NEW TILES TO MATCH EXISTING 11 MEN'S TOILET RM I 177 REMOVE EXISTING WALL PARTITION; REPAIR ADJACENT PARTITION AS REQUIRED 3+0 WOMEN'S TOILET RM '�4 CONF. RM 1 180 CONF. RM 00 MEN'S SHOWERIRM 177A O WOMEN'S SHOWER RM 179A FRONT ENTRY 183A REMOVE EXISTING PARTITION WITH WOOD LAMINATE; REPLACE WITH NEW DEMOUNTABLE PARTITION SYSTEM REMOVE EXISTING MOTORIZED DISPLAY SCREEN, PATCH AND REPAIR PARTITION O 0 OFFICE 167 00 OFFICE 168 00 0 m am IIIIII 11111111111111 IN � C MEM 111111111 RIM ME SCC MIMINMI MEM MEIMIMI N 111111111 IIIIIIII Mil n� vMI MEI MEI 1111 UM IIIIIIII IIIIIII MEM MIN ._,gee MEI OPEN WORK AREA 181 OFFICE 169 00 OFFICE 170 00 OFFICE 171 00 0 0 0 OFFICE 172 00 ilr O 1; ■■■■ :� �■�I���C�■�j �c�■ 1111■■ �■ ■■■■�■■■■■ ■■■1111■■■ - ° i ,. : =::: SIR .> . ■ IL■■■ ■ ■� ■ 1.■ 1111■■■■■■ `r y t' _ 1111■ ■■■1■■�■■j ii IE'a■■.0■■■■■■I■■■■■■■■■■■■■ 11111111 1111 n� _- Iii■■■ ■■��■■■■■®1111■■■■ n11111111■■ ■■■■■■� _ 11 .II. 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SEISMICALLY BRACE SUSPENDED CEILING TILE, GRID AND LIGHTING PER G3IA-130 OFFICE PLAN KEYNOTES 1 . REMOVE AND REPLACE CARPET 2 REMOVE EXISTING FLOORING 3 REMOVE DAMAGED & BROKEN TILE, REPLACE WITH TILE SIMILAR TO EXISITNG 4 REMOVE EXISTING BLINDS, PATCH AND REPAIR SOFFIT, AND INSTALL NEW ROLLER WINDOW SHADES 5 PAINT HORIZONTAL ACCENT SLATS, P-2 6 PAINT WINDOW SILLS, P-2 7 REMOVE ALL EXISTING BULLETIN, DRY -ERASE BOARDS ETC. FROM PARTITIONS 8 REMOVE EXISTING SHADING DEVICES, PATCH & REPAIR FRAME/SOFFIT 9 REMOVE EXISITNG COUNTERTOP, MILLWORK. REPLACE WITH NEW SOLID SURFACE COUNTERTOP & P -LAM MILLWORK 10 PAINT EXISTING GWB CEILING RCP LEGEND/SYMBOLS 111 ■■I NEW 2' x 2' ACOUSTIC CEILING PANEL (ACP) NEW LEVEL 4 GWB FINISH, PAINT REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 0 2013 City of Tukwila BUILDING DIVISION RCP DTL - COPY ROOM p$d PLAN DTL - COPY ROOM RECEIVED CITY OF TUKWILA OCT 252013 co To 0 ca cis 5 W CO N y CONSULTAN co o 5 03 E 0 v 0 .ca O T co O? E N 0 CO CO V N >+ CD CD NCD 03 CNI (/)•. Li X W Q H LL. ISSUED DATE BUILDING PERMIT 2/28/2013 DESIGN NARRATIVE #1 3/25/2013 CONSTR. PROGRESS SET 3/29/2013 ARCHIVE PACKAGE 9/12/2013 REVISED DATE #1 BLDG Permit Revision 5/1/2013 PERMIT CENTER AIL #2 BLDG Permit Revision 10/14/13 D:ljhawkins'sDocuments\TelX-phl-TIjhawkins.rvt 10/22/2013 12:25:42 PM COPYRIGHT 0 2013 CALUSON ENLARGED OFFICE AREA PLAN A-122 B FAK�ROOVI, 15 ACP -3 10'f0"AFF 1-1 LJ ; 10 MAN TIIAP 178 :� - ;,< �: >- t' ,4 MEN'S OILET RM ■�■111111■11����■■■ WOMEN'S TOILET RM ■11■ ■■■L��� i I�t11■■■■■■■■■■■■■■■■■■■■■■O■■■■■ ■■111.11■■1111■■■■■■■■11■■■ ■1111111■�■ �� 1111■■■11■� ■■���■■�� 10 1 �. ■■I■■■■111■■■■■■w■■ ■■11■■ ■1111■■1111■■■■■ 17i ACP -3 177 1111■11■11■■■ ■ IfI ■.ter■ ■■:■ ■■1.■ CQT�1■■ 1■■®II I ■. ! Il11'I iI■11■■ 1111■■■1111■� �� 10 10 1111 180 J�■ 1 ON t� ■I X182 �■ 1 1111■ 'n ■11■11■■■1.■■■1.■■■1.■� ■■�AC3 gym. 1 u� .t 1I11I■■.111FFIth 1 . A P31�� '■ a , 167■■r■■ ■ Ir, I . I ■ mnuis 11 11■■■ I i■ O iiim I� ■1111 MEN S S OWER RM WOMEN'S SHOWER RM __ 177A 179A ...!MP iLi1 �p ralWai -Eli EU liaatti E [ 11.1[■■■■■■1111■■■■ri■■L�. NSI' � 1►.�'=�` X11 1 ■■■■■ 11.11= 111 ■1 1 . FFIC 111■ 11.:111111 11■ ■NMN■ ACPS NEI OFFICE REFLECTED CEILING PLAN 1/8" =1'-0" 0 ()TICE 72 J 0 0 N • • GENERAL NOTES SEE SPECIFICATIONS FOR FINISH SCHEDULE. . ALL EXISTING DOORS TO BE VERIFIED FOR DOOR HARDWARE COMPATIBILITY WITH SPECIFIED ELECTRIFIED COMPONENTS. SEISMICALLY BRACE SUSPENDED CEILING TILE, GRID AND LIGHTING PER G3IA-130 OFFICE PLAN KEYNOTES 1 . REMOVE AND REPLACE CARPET 2 REMOVE EXISTING FLOORING 3 REMOVE DAMAGED & BROKEN TILE, REPLACE WITH TILE SIMILAR TO EXISITNG 4 REMOVE EXISTING BLINDS, PATCH AND REPAIR SOFFIT, AND INSTALL NEW ROLLER WINDOW SHADES 5 PAINT HORIZONTAL ACCENT SLATS, P-2 6 PAINT WINDOW SILLS, P-2 7 REMOVE ALL EXISTING BULLETIN, DRY -ERASE BOARDS ETC. FROM PARTITIONS 8 REMOVE EXISTING SHADING DEVICES, PATCH & REPAIR FRAME/SOFFIT 9 REMOVE EXISITNG COUNTERTOP, MILLWORK. REPLACE WITH NEW SOLID SURFACE COUNTERTOP & P -LAM MILLWORK 10 PAINT EXISTING GWB CEILING RCP LEGEND/SYMBOLS 111 ■■I NEW 2' x 2' ACOUSTIC CEILING PANEL (ACP) NEW LEVEL 4 GWB FINISH, PAINT REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 0 2013 City of Tukwila BUILDING DIVISION RCP DTL - COPY ROOM p$d PLAN DTL - COPY ROOM RECEIVED CITY OF TUKWILA OCT 252013 co To 0 ca cis 5 W CO N y CONSULTAN co o 5 03 E 0 v 0 .ca O T co O? E N 0 CO CO V N >+ CD CD NCD 03 CNI (/)•. Li X W Q H LL. ISSUED DATE BUILDING PERMIT 2/28/2013 DESIGN NARRATIVE #1 3/25/2013 CONSTR. PROGRESS SET 3/29/2013 ARCHIVE PACKAGE 9/12/2013 REVISED DATE #1 BLDG Permit Revision 5/1/2013 PERMIT CENTER AIL #2 BLDG Permit Revision 10/14/13 D:ljhawkins'sDocuments\TelX-phl-TIjhawkins.rvt 10/22/2013 12:25:42 PM COPYRIGHT 0 2013 CALUSON ENLARGED OFFICE AREA PLAN A-122 IPOD DOCKING STAT SE AV DOCUMENTS 1" REVEA PAINT AL BLACK, T 1/4" REV H4 ON, Ll{% L.X.l FP LP LP FP u /IH •-- L, TYP. LREVEALS YP. .AL TYP. LP • LP //IIS\1 LP <<F PLAM-03) LP FP 1 L _IL r 1.c-- AV EQUIPMENT] I PROVIDE 1 BLOCKING J FP 1 L 1 —_ a, `N o a' LP LP EQ. LP EQ. LP N M )'OP 0C 0 E r T T LP = LIFT -Of 2'-7"4'-8" 2' 7" FP=FIXEDI / EQ / 9' -10" 1 EQ. , BY OTHERS I r->1 z I J I LP I__>. LP CONF. ROOM 2 EAST — PAINT PARTITI01 BLACK 0" LAB F PANEL 'ANEL 1/4" =1'-0" r 2'-7" 1 4' 8" 9'-10" H4 CONF ROOM 1 EAST 1/4" =1'-0" A-401 PLAN DTL - CONF 1 2'-7" EQ. PAINT PARTITION BLACK PAINT ALL REVEALS BLACK, TYP. �F 1 PLAM-05) IPAD DOCKING STATION, SEE AV DOCUMENTS 1" REVEAL TYP. 1/4" REVEAL TYP. 100'-0" S_ OP OF SLAB LP = LIFT-OFF PANEL FP = FIXED PANEL 2'-0" -EQ. IP 12'-73/8" 16'-73/8" H6 A-401 2'-0" H9 F Ll{% L.X.l Lld. / L. w r y /IH •-- LP • LP //IIS\1 LP <<F PLAM-03) LP LP(F < 1 PLAM-01) ZV / . o co co --\— cf \\ LP r T T / '1LP 1 4 - AV EQUIPMENT F___PRO.VIDE.ILOCKING+---- , BY OTHERS I r->1 z I J I LP I__>. LP W 10'-0" �( i 2 FP -� I FP rI,CJ_ LP r -I F I PLAM-05) I z 1 I = LP 4. \ \ \ LP ,/ (FI P-1 ) • {F PLAM-01� \ --• \ \ EQ.. EQ. jr EQ.jr 12' - 7 3/8" EQ. / 2' - 0" T .E . 2' - 0" / / /II\ /I I\\ // : / o 2'-7" 1 4' 8" 9'-10" H4 CONF ROOM 1 EAST 1/4" =1'-0" A-401 PLAN DTL - CONF 1 2'-7" EQ. PAINT PARTITION BLACK PAINT ALL REVEALS BLACK, TYP. �F 1 PLAM-05) IPAD DOCKING STATION, SEE AV DOCUMENTS 1" REVEAL TYP. 1/4" REVEAL TYP. 100'-0" S_ OP OF SLAB LP = LIFT-OFF PANEL FP = FIXED PANEL 2'-0" -EQ. IP 12'-73/8" 16'-73/8" H6 A-401 2'-0" H9 F SECURITY NORTH 1/4" =1'-0" PLAM-01) FILLER PANEL 100'-0" �OP OF SLAB L - V -/ Ll{% L.X.l Lld. / L. w < /IH •-- /II\, //IIS\1 / <<F PLAM-03) < • ZV / . \\ \ \\ \ / EQ. 1 EQ. 1 EQ. 4 i / 10'-0" �( i 2 SECURITY NORTH 1/4" =1'-0" PLAM-01) FILLER PANEL 100'-0" �OP OF SLAB L - V -/ Ll{% L.X.l Lld. / L. L - V' dif / / P-2 ZV / . \\ \ \\ \ / F P 05 , / \ • / / I I , / / \ \ \ \ ,/ (FI P-1 ) \ \ / \\ /II\ /I I\\ // : / o • < \ \ �F v I PLN41-05) • \,/ / ` N. 1 `rnP•1'f1 COPY ROOM SOUTH 1/4" =1'-0" 10'-9" 2'-31/2" -1" 3'-1" / 2'-31/2"/ LP • -1 L _ I LP LP. FP (F 1 PLAM-01 r-� L —�E • LP = LIFT-OFF PANEL FP = FIXED PANEL 0/3 r� L FP 1— AV EQUIPMENT, 1 BY OTHERS —1 I I PROVIDE 1'-21/8" x 7 1/2" CUT OUT PAINT PARTITION BLACK CRESTON DOCKING STATION, SEE AV DOCUMENTAITON IPAD DOCKING STATION, ✓ SEE AV DOCUMENTAITON L J FP� \ \ LP LP ¢—(F I PLAM-01 ti LP LP CONF. ROOM 3 NORTH 1" REVEAL, TYP 1/4" REVEAL TYP. PAINT ALL REVEALS BLACK, TYP. 100'-0" otii_ TOP OF SLAB F SSC -01 00'-0" SLAB F11 PLAN DTL CONF 3 NORTH 1/4" =1'-0 COPY ROOM NORTH 1/4" =1'-0" 100' - LAB �OP OF SLAB 2'-6" 2'-6" Eo COPY ROOM SECTION 1/4" =1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 0 2013 City of Tukwila BUILDING DIVISION _ 100'-0" TOP OF SLAB RECEIVED CITY OF TUKWILA OCT 152013 PERMIT CENTER CONSULTANT:' w z Lu Qv z� zo Z Z 0 O O J r 00 0 as as co co' F , Er 0 CO N 0 < ( NI A �. — U 0 CD ca N N to co I- L ison.com A9 / 1'-0" ADJUSTABLE SHELF 1/4") ADJUSTABLE SHELF PLASTIC LAMINATE CASEWORK REVISIQN No: z t:& 080 UPPER CABINET DIMENSION POINT 010 1 1/2" =1'-0" A11 2'-1" / BACKSPLASH WHERE NOTED ON ELEVATIONS r DRAWER 1/4" ADJUSTABLE SHELF 1 1/2" X PLASTIC LAMINATE CASEWORK BASE AND FINISH FLOORING AS SCHEDULED BASE CABINET WITH DRAWER il —\- 1 1/2" =1'-0" 0 0 ISSUED DATE BUILDING PERMIT 2/28/2013 DESIGN NARRATIVE #1 3/25/2013 CONSTR. PROGRESS SET 3/29/2013 ARCHIVE PACKAGE 9/12/2013 REVISED DATE #2 BLDG Permit Revision 10/14/13 D:\jhawkins's Documents\TeIX-ph1-TIjhawkins.M 10/22/2013 12:16:56 PM COPYRIGHT © 2013 CALLISON INTERIOR ELEVATIONS A-401 (,W P-2 / . \\ r(PLAM-06), • // / /- / / \ \ \ `/ • N. i I / I I \ \. \ / / <F P-1 )//a COPY ROOM NORTH 1/4" =1'-0" 100' - LAB �OP OF SLAB 2'-6" 2'-6" Eo COPY ROOM SECTION 1/4" =1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 0 2013 City of Tukwila BUILDING DIVISION _ 100'-0" TOP OF SLAB RECEIVED CITY OF TUKWILA OCT 152013 PERMIT CENTER CONSULTANT:' w z Lu Qv z� zo Z Z 0 O O J r 00 0 as as co co' F , Er 0 CO N 0 < ( NI A �. — U 0 CD ca N N to co I- L ison.com A9 / 1'-0" ADJUSTABLE SHELF 1/4") ADJUSTABLE SHELF PLASTIC LAMINATE CASEWORK REVISIQN No: z t:& 080 UPPER CABINET DIMENSION POINT 010 1 1/2" =1'-0" A11 2'-1" / BACKSPLASH WHERE NOTED ON ELEVATIONS r DRAWER 1/4" ADJUSTABLE SHELF 1 1/2" X PLASTIC LAMINATE CASEWORK BASE AND FINISH FLOORING AS SCHEDULED BASE CABINET WITH DRAWER il —\- 1 1/2" =1'-0" 0 0 ISSUED DATE BUILDING PERMIT 2/28/2013 DESIGN NARRATIVE #1 3/25/2013 CONSTR. PROGRESS SET 3/29/2013 ARCHIVE PACKAGE 9/12/2013 REVISED DATE #2 BLDG Permit Revision 10/14/13 D:\jhawkins's Documents\TeIX-ph1-TIjhawkins.M 10/22/2013 12:16:56 PM COPYRIGHT © 2013 CALLISON INTERIOR ELEVATIONS A-401 1 2 3 4 5 6 7 8 9 10 11 12 57' -11 1/2" 57'-111/2" RECEIVING LOADING AREA 463 - 8" 57' -11 1/2" 57'-111/2" 57'-111/2" 57'-111/2" 57'-83/4" 58' -1 1/4" 58'-01/2" 57' -11 1/2" EXISTING VCT TO REMAIN VESTIBULE OCK SECURI REMOVE AND DISPOSE OF RAISED ACCESS FLOOR TILE AND REPLACE WITH NEW FRONT ENTRY OPSI CUSTOMER WORK AREA OPSI CUSTOMER WORK AREA w 0 RPU ENCLOSURE WOMEN FIBER TERM. CLOSET A FIBER TERM. CLOSET B FIBER TERM. CLOSET A FIBER TERM. CLOSET B EC TEL/ DATA RPU ENCLOSURE SOUTH CHILLER YARD UPS ROOM CO -LO 1 COLO 2 CO -LO 3 CO -LO 4 CONSULTANT: STORAGE TECH CRITICAL EQUIPMENT FACILITIES CONTROL OPS TECH WORK AREA SECURITY HEAD EN PUMP ROOM LIROOM M2 ELEC. BY-PASS ELEC E RGENCY A DC PLANT A 135A EC DC PLANT B 135B EC DC PLANT A 145A EC DC PLANT B 145B EC NORTH CHILLER YARD DC PLANT B LEItTRIC tL ROOM M1 PUMP ROOM w Z w Qv z 2 gz 00 O 0 U ELECTRICAL ROOM MO EXISTING VCT TO REMAIN tt -41%; tit% 1 OVERALL FLOOR PLAN - PHASE 1 REMOVE AND DISPOSE OF ACCESS FL R TILE ANDREPLA CE WITH NEW - 111:1 142 ES111:14 , ,L��"��\►�����411 \\\\\kNMair\\���i\\ 1- X � CORRIDOR SPRINKLER ` 140 151 11111116\ik \we 1111\11\ RECEIVING LOADING AREA SEPARATE PERMIT REQUIRED FOR: JWMechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION FILE COPY Permit No. Plan review approval is subject errors and n document does not authorize Approval of construction , t adopted codec% ordinance. Receipt ip thr u �".�t�o� of any Ilit. � . isact�wlsd9ea� ofapprove+ ieId Copy and ' ' , PUMP ROOM I REVIEWED FOR CODE COMPLIANCE APPROVED MAY 13 2013 City of u i!a BUILDING ISION 1. SEE SPECIFICATIONS FOR FINISH SCHEDULE. 2. ALL EXISTING DOORS TO BE VERIFIED FOR DOOR -HARDWARE COMPATIBILITY WITH SPECIFIED ELECTRIFIED COMPONENTS. 3. SEISMICALLY BRACE SUSPENDED CEILING TILE, GRID AND LIGHTING PER G3/A-130 0 LIFE SAFETY LEGEND VESTIBULE OCK SECURI COMMON COMMON COMMON PATH OF PATH OF PATH OF TRAVEL = 36' TRAVEL = 40' TRAVEL = 90' AREA OF WORK RPU ENCLOSURE OCCUPANCY E— FLOOR AREA (SF) - — OCCUPANT LOAD 115 WOMEN 116 JAN LOAD FACTOR PER BCBC 2006 TABLE 3.1.17.1 EXIT ACCESS PATH COMMON PATH OF TRAVEL ONE HOUR FIRE RATING TWO HOUR FIRE RATING LOPS/ CUSTOMER WORK AREA FIBER TERM. CLOSET A EC TEU DATA RPU ENCLOSURE TRAVEL DISTANCE OR EXISTING FIRE EXTINGUISHER Q-1 NEW FIRE EXTINGUISHER SOUTH CHILLER YARD UPS ROOM 1473 SF CO -LO 1 RPU ENCLOSURE FACILITIES CONTROL STORAGE TECH OPS TECH WORK AREA 0) fi 4.1 c -5 CD co 40 0 as Za c Q _c • O OE X M co CD 5 0 L 0) co _ N LEgr- eftL ROOM M3 FE OOM M2 CRITICAL EQUIPMENT DC PLANT A 135A EC NORTH CHILLER YARD ROOM M1 127A ISSUED BUILDING PERMIT DESIGN NARRATIVE #1 CONSTR. PROGRESS SET DATE 2/28/2013 3/25/2013 3/29/2013 ELEC. BY-PASS LECTRICAL ROOM MO N't14..N.S4M,1 ,MMX‘NNM 14.X.%10N1 CORRIDOR RECEIVED ITY OF TUKWILA REVISED DATE #1 BLDG Permit Revision 5/1/2013 EGRESS PLAN - PHASE 1 1" = 20'-0" REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Division. 1 I 1 T2: Fevtsions will require a new plan submittal cnd may include additional plan review fees. 1 MAY 0 7 2013 PERMIT CENTER OVERALL PLAN D:yhawkins's Documents\TelX-ph1-Tljhawkins-rvt A-110 5/2120132:10:36 PM COPYRIGHT © 2013 CALUSON 1 2 3 4 5 6 7 8 9 10 11 12 58'-1" 58'-1" 58' - 0" FRONT ENTRY REPAIR AND RESTORE EXISITNG RECESSED PEDIMATS CONF. ROOM 3. GENERAL OFFICE DN 174 CONF. RM 4 BREAK ROOM 176 REMOVE EXISTING WALL PARTITION; REPAIR ADJACENT WALLAS REQUIRED REMOVE AND RELOCATE EXISTING DOOR 11 / REMOVE AND!, RELOCATE EXISTING DOOR; REPAIR WALL TO MATCH EXISTING PROVIDE AND INSTALL NEW DOORS 1 13AI / 1 13F I 00 LOBBY SECURITY OFFICE OPEN WORK AREA JANITORIAL CLOSET DATA CLOSET MAN TRAP CORRIDOR PROVIDE NEW WALL 150A REMOVE EXISTING PORTIONS OF, WALL; REPAIR ADJACENT WALLAS REQ IRED L REPAIR AND RESTORE EXISTING LOBBY TILE FLOOR AS REQUIRED; REPLACE DAMAGED TILES WITH NEW TILES TO MATCH EXISTING REMOVE EXISTING WALL PARTITION; REPAIR ADJACENT WALL AS REQUIRED CORRIDOR 150 MAINTENANCE SHOP MEN'S TOILET RM WOMEN'S TOILET RM CONF. RM 1 OFFICE PLAN - PHASE 1 1/8" =1'-0" OFFICE REFLECTED CEILING PLAN 1/8" =1'-0" 6 174 AC5-31 1 '-0"AFF CONF. PM 4 176 'ACP 31 mik 10' 0" MEN'S SHOWER RM 177A WOMEN'S SHOWER RM 179A CORRID9R CACP 10' -0 A F J IIIAIN-ENANCE SHOP 17 CP 3 air L -L FRONT ENTRY 183A CONF. RM 2 COPY ROO Li 0 OFFICE f/ 0 OFFICE 0 OFFICE j 0 OFFICE I ■ �� OFFICE 182 0 0 186 L 167 168 170 171 169 172 ='EAI' ROOT, 00 00 00 00 00 00 00 tai 190 175 I ACP - 10' 0"A F LMJ 1 1 1 10 MAN TRAP -1 178 5, ,',i ,�"' ._ _ CORRID9R CACP 10' -0 A F J IIIAIN-ENANCE SHOP 17 CP 3 air L -L FRONT ENTRY 183A CONF. RM 2 COPY ROO Li 0 OFFICE f/ 0 OFFICE 0 OFFICE j 0 OFFICE Jo OFFICE �� OFFICE 182 0 0 186 L 167 168 170 171 169 172 00 00 00 00 00 00 00 tai 190 REMOVE EXISTING WALL WITH WOOD LAMINATE; REPLACE WITH NEW DEMOUNTABLE PARTITION SYSTEM REMOVE EXISTING MOTORIZED DISPLAY SCREEN, PATCH AND REPAIR WALL SEIS PER MIC LLY B G31 130 LO BY 18 3 ACE J SEC JRITY 184 OFF E AFF MEN'S OILET RM 177 MEN'S SHOWER RM 10 177A WOMEN'S TOILET RM 179 CONF. RM 2 18 P-31 0-I 6 Lai WOMEN'S SHOWER RM 179A 167 I ACR -3 1 OFFICE 68 ACP -31 - 0" AFF PEN WOR AR 181 OFFIC 169 CACP 10' -1=FJ OFFICE 170 CACP -31 10'-0"AFF OFFICE '71 CACP -31 1 10' 0" AFF J 0"FICE 72 ACP --1 10' - 3" AF- D:ljhawkinss Documents \TeD(-ph1-Tljhawkins.rvt GENERAL NOTES 1. SEE SPECIFICATIONS FOR FINISH SCHEDULE. 2. ALL EXISTING DOORS TO BE VERIFIED FOR DOOR HARDWARE COMPATIBILJTYWITH SPECIFIED ELECTRIFIED COMPONENTS. 3. SEISMICALLY BRACE SUSPENDED CEILING TILE, GRID AND LIGHTING PER G31A-130 OFFICE PLAN KEYNOTES 1 REMOVE AND REPLACE CARPET 2 REMOVE EXISTING FLOORING 3 REMOVE DAMAGED & BROKEN TILE, REPLACE WITH TILE SIMILAR TO EXISITNG 4 REMOVE EXISTING BLINDS, PATCH AND REPAIR SOFFIT, AND INSTALL NEW ROLLER WINDOW SHADES 5 PAINT HORIZONTAL ACCENT SLATS, P-2 6 PAINT WINDOW SILLS, P-2 7 REMOVE ALL EXISTING BULLETIN, DRY -ERASE BOARDS ETC. FROM WALLS 8 REMOVE EXISTING SHADING DEVICES, PATCH & REPAIR FRAME/SOFFIT 9 REMOVE EXISITNG COUNTERTOP, MILLWORK. REPLACE WITH NEW SOLID SURFACE COUNTERTOP & PL MILLWORK 10 PAINT EXISTING GWB CEILING RCP LEGEND/SYMBOLS ■�I 1111 NEW 2' x 2' ACOUSTIC CEILING PANEL (ACP) NEW LEVEL 4 GWB FINISH, PAINT ::� Ev`i.i rOR "-r- COMPLIANCE APPROVED WY 13 2013 City of Tukwila BUILDING DIVISION N0:1 1)(3-1-086 5/2/2013 2:10:50 PM RECEIVED CITY OF TUKWILA MAY 0 7 2013 PERMIT CENTER COPYRIGHT © 2013 CALLISON w w 0 w 0 W Q CONSULTANT: 4, Z 0 N -J - J E O O O N O co co N U• ^ N O 00 cu NCS J § H LI— '4" L d' d m d' Woo 0 ca 0 c• cu - CA CO 1— _ I— A X CO M co ISSUED DATE BUILDING PERMIT 2/28/2013 DESIGN NARRATIVE #1 3/25/2013 CONSTR. PROGRESS SET 3/29/2013 /1\ REVISED DATE #1 BLDG Permit Revision 5/1/2013 ENLARGED OFFICE AREA PLAN SEPARATE PERMIT REQUIRED FOR; CrEebbardcal C rEt 1urnbing las Piping City of Tukwila SLIT QiNG DIVISION TeIX Phase 1 Data Center TI 3433 South 120th Place, Building 4 Tukwila, WA 98168 213495.00 ISSUE FOR PERMIT FEBRUARY 28, 2013 FILE COPY Permn No r3- OSO Plan r iiew approval 13 subject to errors and omens. �;_•-...: fd' of crinstruction couments does not authorize tt,..: , nor of any adopted code or minium. Receipt of f r►oroved, laid Copy and wagons isaclmowledged -066- City Of Ttdcwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. fET- flsv;sionswill require a new plan submittal and may include additional plan review fees. i REVIEWED FOR Yr DUDE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila :BUILDING DIVISION CALLISON RECEIVED CITY OF TUKWILA p 3 M i ogo R,R 082013 PERMIT CENTER D:ljhawkins's Documents1TeIX-ph1-Tljhawkins.rvt 2127/201311:37:30 AM COPYRIGHT © 2011 CALLISON 1 2 3 4 5 6 8 9 10 11 12 REFERENCE SYMBOLS ABBREVIATIONS PROJECT DIRECTORY VICINITY MAP DRAWING INDEX . XX XX ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS THROUGHOUT AC ASPHALTIC CONCRETE ACC ACCESSIBLE ACP ACOUSTICAL CEILING PANEL ACST ACOUSTICAL AD AREA DRAIN ADDM ADDENDUM ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE APT APARTMENT ARCH ARCHITECT, ARCHITECTURAL AUTO AUTOMATIC AV AUDIO VISUAL AWP ACOUSTICAL WALL PANEL(S) BB BULLETIN BOARD BD BOARD BLDG BUILDING BLKG BLOCKING BO BOTTOM OF BOT BRG BOTTOM BEARING BRZ BRONZE BSMT BASEMENT BUR BUILT UP ROOFING CAB CABINET CB CATCH BASIN CEM CEMENT, CEMENTITIOUS CERTHE CERAMIC CCORNER GUARD CH COAT HOOK - CAST IRON CJ CONTROL JOINT CIP CAST -IN-PLACE CL CENTERLINE CLG CEILING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEAN OUT, CASED OPENING COL COLUMN COMM COMMUNICATION CONC CONCRETE CONN CONNECTION, CONNECT CONSTR CONSTRUCTION CONT CONTINUOUS, CONTINUE CORR CORRIDOR CPT CARPET CSWK CASEWORK CTR CENTER CU CUBIC D DEEP, DEPTH DEL DO LISH, DEMOLITION DEMO DEMOLISH, DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER, DIAL DIAGONAL, DIAGRAM DIM DIMENSION DIV DIVIDE, DIVISION DMPF DAMPPROOF, DAMPPROOFING DN DOWN DR DOOR, DRESSING ROOM DS DOWNSPOUT DW DISHWASHER DWG DWR DRAWING DRAWER E EAST EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR ENCL ENCLOSE, ENCLOSURE EP ELECTRIC PANEL EQ EQUAL EQUIP EQUIPMENT ESCAL ESCALATOR EXH EXHAUST EXP EXPANSION, EXPOSED EXIST EXISTING FA FIRE ALARM FCIO FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FDTN FOUNDATION FE FIRE EXTINGUISHER FEC CABINETFIRE EXTINGUISHER FH FIRE HYDRANTO FHC FIRE HOSE CABINET FIG FIGURE FIN FINISH, FINISHED FLEX FLEXIBLE FLR FLOOR, FLOORING FLUOR FLUORESCENT FO FACE OF, FINISHED OPENING FOIC FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FP FIRE PROTECTION, FIREPROOF FR FRAME, FIRE RATED FRMG FRAMING FRT FIRE RETARDANT TREATED FT FOOT, FEET FTG FOOTING FUT FUTURE FVC FIRE HOSE VALVE CABINET FWC FABRIC WALL COVERING FWP FABRIC WRAPPED PANEL(S) GA GAGE GALV GEN GALVANIZED GENERAL, GENERATOR GFRC GLASS -FIBER REINFORCED CONCRETE GFRG GLASS -FIBER REINFORCED GYPSUM GFR( GLASS FIBER REINFORCED PLASTIC GL GLASS GYP GYPSUM GYP BD GYPSUM BOARD H HIGH HB HOSE BIBB HCWD HOLLOW CORE WOOD HD HAND DRYER HDBD HARDBOARD HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HO HOLD OPEN HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING, VENTILATING, AND AIR CONDITIONING THE D NCL NFO NSUL NT WD JAN JT KIT L LAM LAU LAV LS LT LTG MAS MAIL MAX MECH MED MEMB MEE MGT MFL MFR MH MIN MISC MO MS MTD MTL MVBL N NIC NO NOM NTS OC OH OD OPNG OPP ORD OTS PBD PRCST PD PERP PLAM PLAS PLYWD PNL PL PR PRKG PROP PT PTN R RCP RD REF REF REINF REQD REV RFG RM RO RT S SCWD SCDHED SECT SG SGL SHT SHTHG SIM SPEC SPKLR SPKR SQ SS SST STC STD STL STOR STRUCT SUSP T T&G TEL TEMP TER THK TO TSTAT TV TYP UGND UNFIN UON VERT VEST VNR VR VWC W W/ W/O WC WD WH WP WR WWF XFMR DRAWING SET. NSIDE DIAMETER NCLUDE, INCLUDING NFORMATION NSULATE, INSULATION NTERIOR NDIRECT WASTE DRAIN JANITOR JOINT KITCHEN LONG LAMINATE, LAMINATED LAUNDRY LAVATORY LIGHT STANDARD LIGHT LIGHTING MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MAXIMUM FORESEEABLE LOSS MANUFACTURE, MANUFACTURE MANHOLE MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED METAL MOVABLE NORTH NOT IN CONTACT NUMBER NOMINAL NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE PARTICLEBOARD PRECAST PLANTER DRAIN PERPENDICULAR PLASTIC LAMINATE PLASTER PLYWOOD PANEL PROPERTY LINE PAIR PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PARTITION RADIUS, RISER REFLECTED CEILING PLAN ROOF DRAIN, ROAD REFER T0, REFERENCE REFRIGERATOR REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOFING ROOM ROUGH OPENING RIGHT SOUTH, SPANDREL SOLID CORE WOOD SCHEDULE STORM DRAIN SECTION SAFETY GLASS SINGLE SHEET SHEATHING SIMILAR SPECIFICATION SPRINKLER SPEAKER SQUARE SERVICE SINK STAINLESS STEEL SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TREAD, TEMPERED TONGUE AND GROOVE TELEPHONE TEMPERATURE, TEMPORARY TERRAllO THICK, THICKNESS TOP OF THERMOSTAT TELEVISION TYPICAL UNDERGROUND UNFINISHED UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VENEER VAPOR RETARDER VINYL WALLCOVERING WEST, WIDE WITH WITHOUT WATER CLOSET, WALLCOVERING WOOD0 WALL HYDRANT WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WATER RESISTANT WEIGHT WELDED WIRE FABRIC TRANSFORMER OWNER: TENANT: SABEY TELX 12201 TUKWILA INTERNATIONAL BLVD, FLOOR 4 100 DELAWANNA AVENUE SEATTLE, WA98168-5121 CLIFTON, NJ 07014 TEL: 206-281-8700 FAX: 206-281-0920 TEL: 973-333-4134 CONTACT: GLENN PARRY CONTACT: RICH COLEMAN GENERAL CONTRACTOR: MECHANICAL ENGINEER: HERMANSON ARCHITECTURAL A-000 COVER SHEET 02128/13 A-001 GENERAL INFORMATION 02128/13 A-110 OVERALL PLAN 02/28/13 A.XXX A.XXX BUILDING SECTION INDICATOR A.XXX WALL SECTION INDICATOR SABEY CONSTRUCTION INC. 12201 TUKWILA INTERNATIONAL BLVD, FLOOR 4 1221 2ND AVENUE NORTH SEATTLE, WA 98168-5121 KENT WA, 98032 TEL: 206-281-8700 FAX: 206-281-0920 TEL: 253-796-5873 FAX: 206-575-9800 CONTACT: GLENN PARRY CONTACT: MARK GLODOWSKI �gi.W \N�ERNPI\ONF A-121 ENLARGED PLANS 02/28/13 A-130 REFLECTED CEILING PLAN 02/28/13 A$01 INTERIOR DETAILS 02/28/13 A-802 INTERIOR DETAILS 02128/13 XX ARCHITECT OF RECORD: CALLISON, LLC 1U \\A w '- _ SITE J 9_- A \i - - -XXX • - - 1 1 ENLARGED DETAIL INDICATOR %. 00/_ _ � A -XXX SECTION DETAIL INDICATOR #2400 0 1420 FIFTH AVENUE SEATTLE, WA 98101 u, V s EMp,RGINAI WA TEL: 206-623-4646 FAX: 206-623-4625 CONTACT: BRENDA ROSS ® © ELECTRICAL ENGINEER: LANE COBURN & ASSOCIATES BOTHELLOWA98011 T,SUITE201 TEL: 425-368-4247 FAX: -+ EMARGNA�WA co Y S 5 Z to A -XXX A -XXX 4 A -XXX 101 CONTACT: KEITH LANE �� Jam` 43- EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION ® INDICATOR SCOPE OF WORK MATCH LINE ® TENANT IMPROVEMENT IS A TOTAL OF 27,558 SQUARE FEET LOCATED ENTIRELY WITHIN AN EXISTING BUILDING OF 116,079 SQUARE FEET. TENANT IMPROVEMENT CONSISTS OF TWO PARTS; SELECTIVE DEMOLITION AND CONSTRUCTION OF DOORS/ INTERIOR PARTITIONS FOR A NEW UPS ROOM (2,876 SQUARE FEET) AND 24,682 SQUARE FEET OF INTERIOR FINISH UPGRADES (NEW PAINT, CEILING GRID ACP, FLOOR TILES) AT COLO 5, 6 AND CORRIDORS. ti SEE XX/A-XXX MATCH LINE INDICATOR DRAWING REVISION INDICATORCI ® ® EXISTING COLUMN GRIDLINE INDICATOR NEW COLUMN ® GRIDLINE CI _ INDICATOR BUILDING ADDRESS SITE MAP EL XXX.XX EL. XXX -XX" 3433 SOUTH 120TH PLACE TUKWILA, WA 98168 a E� , r tet' tier ,, DATUM INDICATOR OR WORK POINT / �/ SPOT ELEVATION INDICATOR ,# E XXXXX EQUIPMENT INDICATOR (PROPERTY)LEGAL DESCRIPTION ROOM NAME XXXXX XXXX <X > FIXTURE INDICATOR <F XXXXX > FURNITURE INDICATOR <G XXXXX, GRAPHIC/SIGNAGE INDICATOR LOT 2 OF SHORT PLAT NO. 785018, ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. � 8603240930; TOGETHER WITH THAT PORTION OF THE NORTH HALF OF VACATED SOUTH 124TH STREET LYING EAST OF THE _ _- __ - ___ _ ROOM INDICATOR MISCELLANEOUSINDICATORS L T2OFTHESHORTWESTERLYOFALINEFEET SOUTHERLY PRODUCTION OF THE WEST LINE OFSAID0 PLAT AND BEING 30 WEST OF AND PARALLEL WITH THE NORTHERLY EXTENSION OF THE CENTERLINE OF 35TH AVENUE SOUTH AS LOCATED BY :.,,� , . tw �. ..,,.....�..�..,........�..........__.-...__,_.....y.. ,..� F = �._.._�_._.... ...,x..t_- n - THE PLAT OF RIVERTON; AND TOGETHER WITH THAT PORTION OF VACATED 35TH AVENUE SOUTH ADJOINING, AS VACATEDco UNDER CITY OF TUKWILA ORDINANCE NO.1572, RECORDED UNDER RECORDING NO. 9009171032 WHICH, UPON VACATION, ATTACHES TO SAID PROPERTY BY OPERATION OF LAW SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. 35TH AVENUES. ® (F XXXXXX l J (DOOR) OPENING INDICATOR FINISH INDICATOR r . TAX PARCEL NUMBER: 102304-9081 �T " w IL Fa . ;u w _ co GINpLWP EMPR Y S O (XX -XX" AFF WINDOW INDICATOR CEILING HEIGHT INDICATOR VERTICAL CONFIGURATION OF PARTITION MATERIAL (PER FINISH LEGEND) BUILDING CODE CRITERIA EXISTING BUILDING DATA CONSTRUCTION OF PARTITION FINISH (PER FINISH LEGEND) ®® • • XX" AFF XX' XX XX XX HEIGHT WALL TYPE INDICATOR • CEILING HEIGHT/MATERIALIFINISH INDICATOR PHASE 1 TENANT IMPROVEMENTS: 2009 INTERNATIONAL BUILDING CODE 2009 UNIFORM PLUMBING CODE 2009 INTERNATIONAL MECHANICAL CODE 2006 NATIONAL ELECTRICAL CODE 2009 INTERNATIONAL FIRE CODE ADAAG, STATE BUILDING CODE, WAC CHAPTER 51-40 2009 WASHINGTON ENERGY CODE CONSTRUCTION TYPE: V-A HOUR, FULLY SPRINKLERED 1 STORY TENANT IMPROVEMENT - PHASE 1 AREA: 27,558 SF Existing Co -lo 5: 8,219 SF Existing Co -lo 6: 7,246 SF Existing Corridors: 9,217 SF New UPS Room: 2,876 SF EXISTING BUILDING PERMITED UNDER: 1997 EDITIONS OF: UNIFORM BUILDING CODE, 1998 EDITION OF NEC 1994 WASHINGTON STATE ENERGY CODE 1994 WASHINGTON STATE BARRIER FREE NFPA 75 CONSTRUCTION TYPE: V 1 HOUR, FULLY SPRINKLERED 1 STORY BUILDING AREA: TOTAL FLOOR AREA: 116,079 SF NORTH CHILLER YARD: 6,659 SF SOUTH CHILLER YARD: 9,535 SF OCCUPANCY: UFC, UMC, UPC CODE INSULATION: - = NO INSULATION A = BATT ACOUSTICAL INSULTATION T = BATT THERMAL INSULATION (NON RATED PARTITION) - - — - — - - (1 -HOUR RATED PARTITION) — • - — - • — (2 -HOUR RATED PARTITION) - • • - — - - - - (3 -HOUR RATED PARTITION) --- (4 -HOUR RATED PARTITION) SMOKE BARRIER X.X > KEYNOTE ti PARTITIONS ti ti ti SMOKE PARTITION 27,558 SF OCCUPANCY: B ELECTRONIC SWITCHGEAR FACILITY SEISMIC DESIGN CATAGORY: D B - ELECTRONIC SWITCHGEAR FACILITY (107,933 A3 BREAK ROOM/ LOUNGE (1,054 SF) H3 - RPU ENCLOSURES (6,373 SF UBC SECTION PARKING: FACILITY HOUSES A MAXIMUM OF (30) EMPLOYEES NUMBER OF PARKING STALLS IS (60). (NOTE: 71 PARKING STALLS IS PROVIDED) SF) 307 OF TABLE 3-D) AND (30) VISITORS. REVIEWED FOR CODE COMPLIANCE ' APPROVEb APR 0 3 2013 R CI City of Tukwila 8 11-1 NG �t , l� RCP SYMBOLS - a CEILING MOUNTED 2'X2' FLUORESCENT LIGHT ♦ HVAC DIFFUSERS �� (SIZE AND TYPE PER PARCEL 2 N - - MECHANICAL DRAWINGS) FH PARCEL 1 CEILING -MOUNTED FH W - CO 2'X4'WT FLUORESCENT LIGHT I HVAC RETURNS/EXHAUSTS PARCEL 3 r J PARCEL 5 a F' (SIZE AND TYPE PER ENTRY CEILING -MOUNTED MECHANICAL DRAWINGS) 6 PARKING STALLS 10 PARKING STALLS 10 PARKING STALLS -- 8 PARKING STALLS 9 PARKING STALLS f 0 1'X4' FLUORESCENT LIGHT (HIDDEN) CEILING MOUNTED ° O O b o o LEGEND: 0 o CCI LS LS LS B AREA OF WORK q p o 0 S DEWALK Irl .' ® ' ' ; 14 PARKING '� • LS LS LS STRIP FLUORESCENT LIGHT CEILING -MOUNTED HVAC ITEMS STALLS \� \\\ \\\\\�\�\�\\\\\\\\ CEILING-MOUNTED1-- \ - lib „ LS 6 PARKING . • . 0111 \ STALLS(EXPOSED) PLAN SYMBOLS rin \ _ ■ ■� 109'-4° -I STRIP FLUORESCENT LIGHT WALL -MOUNTED T CEILING -MOUNTED ACCESS PANEL 2FE MOUNTED TO WALL Lem LI WITH BRACKETEXISTING FE IN WALL -MOUNTED TO REMAIN (SHOWNSHADED) I STRIP FLUORESCENT LIGHT DOWNLIGHT CEILING -MOUNTED FIRE SPRINKLER 1_'®LS �l '. • • • •7\ - - 1 1 - 4 CABINET FIREEXTINGUISHERS = 1 0 4 1'_ LS ,‘,Ns. ,," \ : 72' 6"• t •; i • ■ ■ .. •s. i i , ,11 ,,\I ..�r, EXISTING TO BE DEMOLISHED L / (SHOWN DASHED) L I STALLS # \ fi • ACCENT DOWNLIGHT e WALL -WASHER DOWNLIGHT Q CEILING -MOUNTED SPEAKER SOUTH - - - • . • • ■ umiu 53' 2" CHILLER `,11 �. _ _. 0 \ •, ii, i Ce GENERAL NOTES L NEW TYPE OF WORK 1 LS YARD : _ , — . E 1 • �� - NORTH CHILLER YARD LS 1. DO NOT SCALE THE DRAWINGS. 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK.,,--- 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FACE OF FINISH, UNLESS OTHERWISE INDICATED. 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. --,1). CL ' FH \ --- A • ■ • • SCONCE TYPE WALL -MOUNTED LIGHT ® CEILING -MOUNTED EXIT LIGHT WALL MOUNTED EXIT LIGHT I 0 I_ ` _ _ - , _ __ I r ` X•14 <- 'o i \ \ •NNINII �p I - FIRE LANE LS � Z I 35TH AVE. SOUTH PROPERTY LINE �, _ \ I a ( _ o FIRE LANE - ` CI - N FHo PROPERTY LINE RECEIVED WALL-MOUNTED EXIT LIGHT STANDARD LIGHT FIXTURES I al o CO CO - - - - H II I 1 1 0 CITY OF TUKWILA- MAR 0 8 2013 '.------ 8 _.b OVERALL SITE PLAN' ‘1 0 PERMIT CENTER CO D:ljhawkinss Documents\TeIX pM-T1jhawkins.rvt 2f27/2013 11:37:43 AM COPYRIGHT ©2012 CALLISON LL CONSULTANT: lw' O 0 N lim 19 CD m 00 o U co .i+ 0 (a Z Q ooh it- J0 ai H CO0. X M 1- M ISSUED DATE BUILDING PERMIT 2/28/2013 REVISED DATE GENERAL INFORMATION A-001 2 3 5 6 7 8 9 10 11 12 57-11112" 57' -11 112" RECEIVING LOADING AREA 463 - 8" 57-111/2" 57'-11112" 57'-11112" 57' -11 1/2" 57'-83/4" 58'-11/4' 58'-01/2" 57'-111/2" EXISTING VCT TO REMAIN VESTIBULE OCK SECUR REMOVE AND DISPOSE OF RAISED ACCESS FLOOR TILE AND REPLACE WITH NEW 1.1\70ANINAW, ���" ►� •'►v`®.XIW. I RPU ENCLOSURE MEN 115 WOMEN 116 JAN CONF. ROOM 3 OFFICE OPSI CUSTOMER WORK AREA OPSI CUSTOMER WORK AREA LOUNGE BREAK ROOM w 0 W to co co 5 N 113.N O 0 LO IN- 01 °Orn E co 0 N U• ^^N co J x IW- 11 LOBBY/W TELE/ DATA OPS SUPPORT FIBER TERM. CLOSET A FIBER TERM. CLOSET B FIBER TERM. CLOSET A FIBER TERM. CLOSET B WOMEN UNASSIGNED EC TELT DATA SUPPLIES RPU ENCLOSURE CONF. RM 1 ONF. RM FFICE OFFICE OFFICE OFFICE OFFICE OFFICE SOUTH CHILLER YARD UPS ROOM CO -LO 1 CO -LO 2 CO -LO 3 CO -LO 4 CONSULTANT: RPU ENCLOSURE STORAGE TECH FACILITIES CONTROL CORRIDOR CRITICAL EQUIPMENT OPS TECH WORK AREA ELEC. BY-PASS DC PLANT A 135A EC ROOM M1 ELECTRICAL ROOM MO EXISTING VCT TO REMAIN OVERALL FLOOR PLAN - PHASE 1 El 11 = 2 0 - 0 1 EC 164 I~ �J-.., SECURITY HEAD EN • ` ���,� OPS/ CUSTOMER 155A WORK AREA 156 DC PLANT B ,W4k DC PLANTA. DC PLANT B 135B 145A 145B EC1111 EC EC EC 1► 153 162 188 189 - : EC EC I 142 133 _ 141K\\otk EA tb. I \ ■ • • REMOVE AND DISPOSE OF ACCESS ``' FLOOR TILE AND REPLACE WITH NEW--- WM1kW L.N1.11% k Nkl% VW% kik 151 h.,.k‘N\IX11‘-N\I :7N CORRIDOR 140 SPRINKLER PUMP ROOM NORTH CHILLER YARD DC PLANT B w z w a� zti zo <z z w0 0 0--I PUMP ROOM PLAN NOTES AREA OF PHASE 1 TENANT IMPROVEMENT Q NOTE: SEE SPECIFICATIONS FOR FINISH SCHEDULE. E 0 0 RECEIVING LOADING AREA LIFE SAFETY LEGEND VESTIBULE I OCK SECURI AREA OF WORK RPU ENCLOSURE ‘1.1‘‘,* y.. XX MEN to- FE � FE�E «'FE CONF. ROOM 3 OFFICE X OCCUPANCY XXXX SF LOUNGE BREAK ROOM XX IX FLOOR AREA (SF) OCCUPANT LOAD LOAD FACTOR PER BCBC 2006 TABLE 3.1.17.1 WOMEN 116 JAN OPS/ CUSTOMER WORK AREA OPS/CUSTOMER WORK AREA LOBBY/ WAITIN TELE/ DATA OPS SUPPORT FIBER TERM. CLOSET A FIBER TERM. CLOSET B FIBER TERM. CLOSET A FIBER TERM. CLOSET B EXIT ACCESS PATH ONE HOUR FIRE RATING TWO HOUR FIRE RATING EC TEL/ DATA FE COPY ROOM 1- # OCCUPANT LOAD/ BUILDING EXIT POINT X - XX" TRAVEL DISTANCE SUPPLIES RPU ENCLOSURE CONF. RM 1 FFICE OFFICE OFFICE OFFICE 0-1 EXISTING FIRE EXTINGUISHER 0-1 NEW FIRE EXTINGUISHER SOUTH CHILLER YARD UPS ROOM 1473 SF CO -LO 1 CO -LO 2 CO -LO 3 CO -LO 4 RPU ENCLOSURE FACILITIES CONTROL STORAGE TECH CORRIDOR 1 � W o0 fid' v co .5 0 ca rn ( Za 0 i O SDN _ - U) = 0. O 0) X M M M 0 0 LC) 0) co N OPS TECH WORK AREA ---L TRI LIROOM M3 SECURITY HEAD EN 411 CRITICAL EQUIPMENT DC PLANT A 135A EC I 161 I DC PLANT B REVIEWED FOR ODE COMPLIANCE APPROVEb APR 0 3 2013 DC PLANT A DC PLANT B NORTH CHILLER YARD LE TRIC OOM M1 City of Tukwila UILDING DIVISION ISSUED BUILDING PERMIT 2/28/2013 ELEC. BY-PASS 133 ■ • I 126 � FE. ELECTRICAL ROOM MO FE � ■ . _ .. .. .. .. .. .. ..ice .. . _ ��all4 ORMai\W\aei`a�atE JI � 16 N.N7 .N7tblaNIANIVASSMX. CORRIDOR 140 REVISED DATE RECEIVED ITY OF TUKWILA SPRINKLER 151 MAR 0 8 2013 PERMIT CENTER CEGRESS PLAN - PHASE 1 1" =2" OVERALL PLAN 0' 10' 20' 40' 80' A-1 1 0 D:ljhawkins's Documents\TeIX-ph1-Tljhawkins.rvt 2/27/2013 11:37:58 AM COPYRIGHT © 2012 CALUSON 7 8 9 10 11 12 w 0 H 4-4 w O >- W a O r' a Lo co co co U• fts cN.� C (n LL I- u_ PROVIDE NEW DOOR, FRAME ,-.N.-- 1 AND HARDWARE REMOVE EXISTING DOOR AND PROVID NEW PARTITION NEW FIRE WINDOW CONSULTANT: A-802 REMOVE EXISTING DOOR AND PROVID NEW PARTITION TCH AN NCRET REPAI FLOO DEMOLISH AND \ REMOVE EXISTING PARTITION F NEW ELECTRICAL EQUIPMENT CORRIDOR UPS ROOM PROVIDE NEW DOOR, FRAME AND HARDWARE 22' 01/2" EXISTING DEMOLISH AND REMOVE EXISTING PARTITION NEW PARTITION PROVIDE NEW DOORS, FRAMES AND HARDWARE DEMOLISH AND REMOVE EXISTING DOORS, PROVIDE NEW PARTITION PLAN DTL ELECTRICAL - PHASE 1 D c B A w z IJJ ¢v zN. zo z z 01- o -i Q 0 0 Tit c CD LaW (08 o0 CO 0 c- Z a Q o_c5 v- N_ am 0 X M W ) (4) 1- co ISSUED BUILDING PERMIT DATE 2/28/2013 REVISED DATE RECEIVED CITY OF TUKWILA REVIEWED FOR CODE COMPLIANCE APPROVEb APR 0 3 2013 MAR 0 8 2013 PERMIT CENTER PLAN DTL CO -LO 5 AND 6 - PHASE 1 ENLARGED PLANS City of Tukwila BUILDING DIVISION A-121 D:yhawkins's Documents \TeDX-ph1-Tljhawkins.rvt 2/27/2013 11:38:09 AM COPYRIGHT 02012 CALLISON iv .,, N...„., - NI -...i �■agg111Nlal■ •Ylfll —_ —• ----- k.,. 1 i ■I■ 7■ ILI girl��� L-- STINI PD •' t 6B 5��� ■ ■■■S■ 1111111111 in ■■■■ I I 1 ■ i �� ■■ ■I ■ . ■■ ■■U■■ ! 1 ■ 1 I i I � , j ! 11 i 1 I ® 1 ��■� ■■��■■■ ■$�■�■ ���■ I ■ 1 ■■� Ali 1 ■ ■nom ■ ■ ; ■ I 1 ! ■ ! ■ ! ■■ ■ ■■ ■ ! ■� I 1 1 1 ■ ■■ ■ I 1 ■ _ _ ■_ 11 ■ ■■ ■U ■�I .■�'� ■ i ■�■� ■��■� ! �'�■■■ ■■� MFN NE �1=>•® o O I•IIIIIIIIIIMI;• o 160 1 I !( $ij!RAIFfl ILE i ... D R PLAN E W H � I 1 EXISTING LL FC ! 1 ! 0 A'RM NE 0 I 1 a ! j C• -Lo • I 1 CD I I I l 166 ( . CO i = 11III 1 I I � 1 i ■ \\...,___. . �\� _T�_- 1 EC I1 i 1 STORAGETECH /I 164 FC 1 1 i U. ■ UU ■ [ 160A 160B 1 E 4 ! I I ( I `1 I 1 1 ! I 1 ! G /\ 1 ! I i 1 2 3 4 5 6 7 8 10 11 12 RECEIVING 3/4" CLEAR AT ONE END IN EACH DIRECTION. DO NOT f -F ASTEN THIS END TO THE CLOSURE ANGLE. AT OTHER END IIN EACH DIRECTION, FASTEN TEES TO CLOSURE ANGLE. •� HANGAR WIRE AT EACH PERIMETER MAIN TEE AND PERIMETER CROSS TEE 8" MAX STABILIZER BAR TO MAINTAIN PERIMETER TEE SPACING MAIN TEE OR CROSS TEE (SUSPENSION SYSTEM) HEAVY DUTY FASTEN TO STRUCTURE PER CISCA 3-4 (FIGURES 2, 3, 4, AND 5) AS MODIFIED BY ASCE 7-05. SECTION 13.5.6.2.2 12 GAGE MINIMUM HANGAR WIRES AT 4'-0" OC EACH DIRECTION - NO MORE THAN 1:6 OUT -OF -PLUMB, TYPICAL WIRE LOOPED AND WRAPPED (-- AROUND ITSELF 3 TIMES MINIMUM AT EACH END OF HANGAR WIRE WITHIN A 3" MAXIMUM LENGTH 2 X 2 CLOSURE ANGLE, MINIMUM. SEE NOTE AT TOP. AA PERIMETER SUPPORT NOT REQUIRED IN SEISMIC DESIGN CATAGORY C FOR CEILINGS LESS THAN 144 SF 1 EXCEPT AS INDICATED IN DETAILS C AND F, COMPONENTS OF MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SHALL BE INDEPENDENTLY SUPPORTED AND BRACED FROM STRUCTURE OGENERAL SUPPORT WHERE HANGAR WIRES ARE MORE THAN 1:6 OUT - OF -PLUMB, PROVIDE COUNTER -SLOPING WIRES METAL -FRAMED TRAPEZE AS NECESSARY TO AVOID OBSTRUCTIONS MAINTAIN HANGAR WIRE SPACING AND CAPACITY BELOW OBSTRUCTION 1 8 ACOUSTICAL CEILING PANELS COMPLY WITH ADDITIONAL PROVISIONS OF ASTM C635, ASTM C636, CISCA 3-4, AND ASCE 7-05, SECTION 13.5.6. INSTALLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS - IBC SEISMIC DESIGN CATEGORY C, D, E, AND F LIGHT FIXTURES WEIGHING LESS THAN 10 LBS SHALL BE CONNECTED TO STRUCTURE ABOVE BY (1) 12 GAGE TAUT OR SLACK WIRE LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS, AND AIR TERMINALSISERVICES WEIGHING MORE THAN 20 POUNDS AND LESS THAN 56 POUNDS SHALL BE CONNECTED TO STRUCTURE ABOVE BY (2)12 GAGE TAUT OR SLACK WIRES ATTACHED AT DIAGONAL CORNERS LIGHT FIXTURES AND AIR TERMINALS/SERVICES WEIGHING MORE THAN 56 POUNDS AND ALL PENDANT LIGHT FIXTURES SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE USING APPROVED HANGARS LIGHT FIXTURES, AIR TERMINALS, AND SERVICES SHALL BE POSITIVELY ATTACHED TO THE CEILING SYSTEM 0 LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT FOUR 12 GAGE MINIMUM WIRES SPLAYED 90 DEGREES (IN PLAN) FROM EACH OTHER AND SECURED TO MAIN RUNNER WITHIN 2" OF INTERSECTION. EACH END OF EACH WIRE TO BE LOOPED AND WRAPPED AROUND ITSELF 3 TIMES MINIMUM WITHIN A 3" MAX LENGTH R`3 LOCATE BRACING AT 12'-0" OC EACH DIRECTION AND WITHIN 6'-0" OF PERIMETER WALLS, PARTITIONS,OR EXPANSION JOINTS FOR SPANS UP TO 6'-0", USE A SINGLE 20 GAGE 15/8" COMPRESSION STRUT FASTENED TO MAIN TEE WITH (2) NO 8 SCREWS AND TO STRUCTURE WITH (2) HILTI X-DNI.145 DIA X 3/4" FOR SPANS UP TO 9'-0", USE DOUBLE COMPRESSION STRUT 0 LATERAL BRACING FOR CEILINGS EXCEEDING 144 SF CONTRACTOR OPTION FOR CATEGORY C: PROVIDE ALTERNATIVE LATERAL BRACING DESIGN BASED ON ASCE 7 SECTION 13.3.1 AND 13.5.6.1 PROVIDE CEILING EXPANSION JOINTS AS NECESSARY, DIVIDING CEILING INTO AREAS NO GREATER THAN 2500 SF OE EXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF jJOT REQUIRED IN SEISMIC DESIGN CATEGORY C SEISMIC DESIGN CATEGORY C: PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAD THAT ALLOWS CEILING TO MOVE 3/8" IN ALL HORIZONTAL DIRECTIONS SEISMIC DESIGN CATEGORY D, E, ANF F: PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAD THAT ALLOWS CEILING TO MOVE 1" IN ALL HORIZONTAL DIRECTIONS 0 SPRINKLER HEAD CLEARANCE 1 1/2" =1'-0" VESTIBULE OCK SECURI CORRIDOR CORRIDOR CONF. ROOM 3 C3030AC-01 RCP LEGENDISYMBOLS ■UI NMI 2' x 2' ACOUSTIC CEILING PANEL (ACP) LEVEL 4 GWB FINISH, PAINT NOTE: SEE SPECIFICATIONS FOR FINISH SCHEDULE. RPU ENCLOSURE MEN 115 WOMEN OPS! CUSTOMER WORK AREA OPSI CUSTOMER WORK AREA LOUNGE BREAK ROOM SECURITY RM LOBBY/ WAITING TELE/ DATA OPS SUPPORT FIBER TERM. CLOSET B FIBER TERM. CLOSET A FIBER TERM. CLOSET B WOMEN UNASSIGNED EC TEU DATA CORRIDOR SUPPLIES 177 RPU ENCLOSURE CONF. RM 1 ONF. RM FFICE OFFICE OFFICE OFFICE OFFICE OFFICE REMOVE AND DISPOSE OF EXISITNG ACP AND GRID. PROVIDE ' NEW GWB LEVEL 4 PREPARATION FOR PAINT, PAINT MEN SHOWER WOMEN SHOWER CO -LO 2 COLO 3 CO -LO 4 RPU ENCLOSURE FACILITIES CONTROL REMOVE AND`DISPOSE OF EXISTING ACP GRID AND. REPLACE WITH NEW ACP & GRID CEILFNG TO MATCH EXISTING HEIGHT. STORAGE TECH 160A I 160B I CORRIDOR ELECTRICAL ROOM M3 CORRIDOR 105 CRITICAL EQUIPMENT OPS TECH WORK AR SECURITY HEAD END PUMP ROOM OPS! CUSTOMER WORK AREA 11.87_- , DC PLANT A DC PLANT B DC PLANT A DC PLANT B ELECTRICAL ROOM M2 ELEC. ELEC. EMERGENCY A EMERGENCY B LEC. BY -PAS ELECTRICAL ROOM M1 PUMP ROOM ELECTRICAL ROOM MO RENQVEiAf DISPOS€ OF EXISTINGtACP _' ` � ` Gf 4AND REp.LACE WITH NEVA-ACP CGRIIDr CE`1LING TO�MATC1-LfX1STING�FEIGHT. NO PAINT IN THIS CEILING AREA 57'-111/2" 57'-111/2" CORRIDOR 57'-111/2" 57'-111/2" 57'-111/2" 57'-111/2" 57'-83/4" SPRINKLER 58' -1 1/4" 58'-01/2" 57'-111/2" PUMP ROOM 579 - 7" REFLECTED CEILING PLAN - PHASE 1 1" = 20'-0" tO9° REVIEWED FOR CODE COMPLIANCE APPROVEb APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 8 2013 PERMIT CENTER i LL d m co c O 3 E O r O O O —co 073 rn E H O O as >- NCILI V (>) z CO N _1 § o �Ql)�u)RI w I—LL CONSULTANT: Q CD :15 CD m CO U 00 *+ U' 03 0) ea Z a. Opp rJO cu- e D�- ym" s �1-- 0. X co M M O O r M N ISSUED DATE BUILDING PERMIT 2/28/2013 REVISED DATE D:yhawkins's Documents\TeDX-ph1-T1jhawkins.M 2/27/2013 11:38:20 AM COPYRIGHT 02012 CALUSON REFLECTED CEILING PLAN A-130 2 3 4 5 6 7 8 9 10 11 12 OPTION FOR PARTITION TYPES -I, PAR L HEGHT FRAMING _ .� NON RATED: v �, }'�` WITHRnCNG At. yv X 0 s •• NONRATED - 3C T 1 T A XXX X}O; p ,wti} < ....� �' A-801 N �s) Ed '`- �,i • T METAL STUDS 512" EXISTING PRE CAST WALL R-19 BATT INSULATION LLI 1 0-. , 12" AIRSPACE : 3 5/8" METAL STUDS ���a FIRE -RATED ASSEMBLY: NOTE ALL PARTITIONS HERE MAY ``�.llimm a ` C�!•� 518" GWB EACH SIDE C O CONTINUOUS FROM FOUNDATION, �- BE MASONRY OR FRAMING WITH ► .. \ / / �"'• • R-11 BATT INSULATION ^�FINISH MATERIALS. SEE PARTITION- XX I % 5/8" GWB THROUGH ALL FLOORS, AND UP TO \ \ / / XX A POINT 30" ABOVE ALL ADJACENT TYPE INDICATOR FOR SPECIFIC \ / I INTERIOR EXTERIOR _ ROOFS CONSTRUCTION. A_;;Xx .� % - 3D NON RATED: FRAMED PARTITIONS WITH FINISH 6" METAL STUDS - - MATERIALS ARE GRAPHICALLY ® • - , IA T 1 HOUR RATED INDICATED HERE FOR CLARITY IN _ ^ ^_ n- �' _ h r`„ = p 15/32" PLYWOOD - ^ FIRS RnTE� RATED ASSEMBLY.FRE _ , SS .,.� v RATED A,SSEMBL, a Pti d,l iJu:ANG FRAMING, i, rINSULATION : , S1----- „v E r, HSR_ ✓�I�:hJ� u SUR : \MERErlrFRAitlitlr PdSLLA ;ISI . N CEL �, OCCURS, /.HAKE CEILING a 0UP.S, r iER_ DEILI\C NO CEILING • , ,SoE11BLY.FIRE . REFERENCING DETAILS AND P -= ���� 5/T GWB EACH SIDE CONTINUOUS C FR i'1 CONTINUOUS FROM FLOOR CONTINUOUS FRC'19 FLOOR FRAMING ATTACHMENTS. FOR FINISH n11A.TERIALS (OR FRAMING, INSULATION, OCCURS, FRAMING. AND FINISH MATERIALS FRAMING, INSULATION, AND OCCURS, FRAiV".IPJG, 512" EXISTING PRE CAST WALL SLAB/FLOOR ASSEMBLY BELOW TO UNDERSIDE OF BELOW TO MASONRY) TO DECK ABOVE AND FINISH MATERIALS �ULAT O AND TO UNDERSIDE OF - FINISH MATERIALS TO 6" INSULATION INSULATION. AND 1/2" AIRSPACE TOPS AND BOTTOMS OF MASONRY 1 I BELOW TO UNDERSIDE OF O DECK ABOVE FI2E r<E� �TtiN�E Rn ED FIRE -RESISTANCE , I^ RATED O ^ 6"ABOVE T , 5uu E CEILING is H MATERIALS CEILING �j O ABOVE CEILING. BRACE TSH MATERIALS •a 3 5/8" METAL STUDS FLOCRiDECK ABOVE +�j� CEILING ASSEMBLY ABOVE PARTITIONS, SEE STRUCTURAL DRAWINGS. a/' 12 0 r FF (/ FCR CGNSTRCCTICN "' TOP Or : U4R PSG i ULL HEIGHT R 11 BATT INSULATION „X, 3ED NON RATED. r L� P=P, V GJ �`/ J^T ra. u THID SRT I lu v, -,..ESS P',R lu'J ".E� = aA.R4lA a 518" TYPE GWg `C ` L �ECTIG,N SEE DETAIr\. ARIES PER , #Ck\ , O 8' METAL STUDS 4:3 / XX XX A X;,X - ` 2 HOUR RATED 518" GWB EACH SIDE A9 ' a• 1B T XXX A XXX A XXX T • pit A. XXX �. A-801 . / �� � `"� " a ... i 512" EXISTING PRECAST WALL ( a = . ' • 12" AIRSPACE , 3F A NON RATED: (______L_ 3 518" METAL STUDS+ �� J��� � ON � kk � 1� 1 "X' .; 6" METAL STUDS I � aemx em�vws }"'-'--41------r---i I ��>.. • 5/8" TYPE GWB 1.4I F V fii [� n'7 F t.a F P �-+ F �.r 3i i E' �� I ",� r�� ) �� 47 c � 1' � � AI BATT INSULATION �� 518" GWB EACH SIDE FIRE WALL FIRE BARRIER FIRE PARTITION FIRE PARTITION NON -FIRE RATED (BION -FIRE RATED NON -FIRE RATED I` OI -FIRE RATED ION -FIRE RATED 2 HOUR RATED: r- C 7 f. - -WITH I, FURRING PARTITION FINISHPARTITION�� f .,w�oTRUCT BC 2006, SECTION 705 PER IB., 2006, S=,., � IOId CONSTRUCT PER IBC 2006, SECTION 708 u,�'vSTRU�� I PER IBC �0�6, , Go FULL -HEIGHT PARTITION ION FAR � ITI„N MATERIALS BRACED A I CEILING FARTIT�CN � JRRIN,, CONSTRUCT PERCONSTRUCT n �r SECTION 706CONSTRUCT �, SECTION -.. � PARTITION 2 _ UL DESIGN NO. U411 CONSTRUCT PER !BG 2009, SECTION 706 CONSTRUCT PER IBC 200;1 SECTION 707 CONSTRUCT PER IBC 2009, SECTION 709 CONSTRUCT PER IBC 2009, SECTION 709 ' li - 3G - 1 -HOUR RATED: IDENTIFICATION PER IBC 2009 SECTION 703 IDENTIFICATION PER IBC 2009, SECTION 703 IDENTIFICATION PER IBC 2009, SECTION 703 DENTIFICATION PER IBC 2009, SECTION 703 UL DESIGN NO. U465 8" METAL STUDS T METAL STUDS PARTITIONMIALL CONFIGURATION Ii "X" 15/32" PLYWOOD .M... 2 LAYERS 518' TYPE GWB EACH SIDE "X" C1010FP-03 " � r1� 5/8" TYPE GWB EACH SIDE NTS _ 2A _ 2 HOUR RATED:4 NON RATED: UL DESIGN NO. U411 6" METAL STUDS !ff Ir 6" METAL 12" PLYWOOD STUDS THE PARTITION DESIGNATION OR (®1I 518" GWB EACH SIDE -TYPE I...0 -. 2 LAYERS 5/8" TYPE "X" GWB EACH SIDE WALL -TYPE DESIGNATION IS A THREE -UNIT CODE THAT INDICATES THE CONFIGURATION, CONSTRUCTION AND INSULATION OF THE 4A A NON RATED: A 1 a :�. PARTITION AS FOLLOWS: . , • FP 1 ai �. - 2B T 2 HOUR RATED: / ,� 6" METAL STUDS INSULATION (PER THIS DETAIL, BELOW) UL DESIGN NO. U411 BATT INSULATION CONSTRUCTION OF PARTITION/WALL 1 IA_ _Al � i 5' METAL STUDS � ��r 5/8" GWB EACH SIDE EXISITNG ROOF INC SYSTEM EXISITNG ROOF INC SYSTEM VERTICAL CONFIGURATION OF PARTITION/WALL - lli R 19 BATT INSULATION 41 /1. � 1/2" PLYWOOD ; .: / �! 5/8" TYPE "X" GWB EACH SIDE NONRATED: - - - - ...111._-.11111,4,..132 LAYERS 4B _1( ((( )` ),, (K PARTITIONIWALL SYMBOLOGY • �� 1. .,ll I. ' 6" METAL STUDS APPLY OR PATCH FIREPROOFING , 5/8" GWB EACH SIDE NO INSULATION �-� (WHERE FIREPROOFING OCCURS) AFTER - 3 NON RATED: EXTEND GWB TO STRUCTURE ABOVE ON SIDE INSTALLATION OF JOINT SYSTEM, TYP ca- TP_ .. �= WITHOUT 0 FINISHED CEILINGSCHEDULED SC U a6" METAL STUDS CD BATT ACOUSTICAL FASTENERS Al INSULATION _ 4C _ NON RATED: TYPICAL - - 5/8 GWB EACH SIDE PER DETAIL A-801 - CASING BEAD WHERE EXPOSED TO ,��. 3 518" METAL STUDS VIEW, TYPICAL BATT THERMAL 5/8" GWB EACH SIDE FIRE -RATED JOINT ASSEMBLY CONSISTING OF FIRE -RATED JOINT ASSEMBLY •l CONSISTING OF OFFSET -LEG TOP l INSULATION EXTEND GWB TO STRUCTURE ABOVE ON SIDE WITHOUT FINISHED CEILING SCHEDULED OFFSET -LEG TOP TRACK, OVERLAPPING TRACK, GYPSUM BOARD LINER, GYPSUM BOARD, AND SEALANT. (NUMBER OF OVERLAPPING GYPSUM BOARD, AND INSULATION DESIGNATION - 3A - 1 -HOUR RATED: UL DESIGN. U465 GYPSUM BOARD LAYERS VARIES PER DESIGN) SEALANT. (NUMBER OF GYPSUM BOARD LAYERS VARIES PER DESIGN) r� 41 I 4D A NON RATED: 6" METAL STUDS • -1 "X" SIDE 3 518" SOUND METAL BATT STUDS INSULATION i—� 5/8" TYPE GWB EACH =r� IN! EXTEND 5/8" GWB GWB TO EACH STRUCTURE SIDE ABOVE ON SIDE 0 PARTITIONS PARALLEL TO DECK FLUTES (DI SHAFTWALL PARALLEL TO DECK FLUTES WITHOUT FINISHED CEILING SCHEDULED 1HR, 2HR, AND 3HR FIRE -RATINGS, IHR, 2HR, AND 3HR FIRE -RATINGS, CONSTRUCT PER UL DESIGN HW -D-0060 CONSTRUCT PER UL DESIGN HW -D-0119 OR HW -D-0120 I - 3B 1 -HOUR RATED: UL DESIGN. U465 NON RATED: - 5 - PARTITION -TYPE LEGEND 6" METAL STUDS 111 ' " ® 3 518" METAL STUDS BULLET RESISTANT PANEL NTS C1010FP-01 518" "X" GWB EACH SIDE s e 5/8" GWB EACH SIDE • MAINT AL DEFL s - TYPE CO NTRACTO R' S OPTION MAINTAIN DEFLECTION CAPACITY AND GWB THROUGH CEILING, BRACING ABOVE G FIRE -RATING AT ALL STRUCTURAL MEMBERS - 5A - NON RATED: Bw O I 6" METAL STUDS A 1 518" GWB EACH SIDE A 1 I AT SINGLE BRACE - FASTEN ANGLE 1 GWB THROUGH CEILING, BRACING ABOVE 3" X 3" X 3" ANGLE TO BRACE WITH (4) N010 SCREWS _ (20 GAGE MINIMUM), AT DOUBLE BRACE FASTEN 6 NON RATED: - - FASTENED TO TRACK TO BOTH ANGLES EXISITNG ROOF ING SYSTEM EXISITNG ROOF ING SYSTEM AND BRACED PER DOUBLE BRACE UVITH N010 SCREWS THROUGH II / DETAIL AT RIGHT _ (6) BRACE AND BOTH ANGLES 3 518" METAL STUDS -- ----ems ---- 41=0- -------®=• + + \ 20 GAGE MINIMUM °° 5/8" GWB EACH SIDE - DEEP LEG TRACK OR + t41_. ,''-;--� SLOTTEDTRACK GWBTOCEILING APPLYORPATCHFIREPROOFING _ (WHERE FIREPROOFING CONTINUOUS STEEL STRAP 1 I OCCURS) AFTER INSTALLATION WITH INTUMESCENT STRIPS I OF JOINT SYSTEM, TYPICAL �� 6A A NON RATED: FOR WALLS T010'-0" METAL STUDS, CUT CONTINUOUS STEEL STRAP CEILING TRACK WITH INTUMESCENT STRIPS BRACE WITH 362S137 33 314" SHORT FOR a o AT SINGLE BRACE FASTEN ANGLE TO �� V 3 518" METAL STUDS f — AT 8'-0" MAXIMUM OC AND AT EACH 314" DEFLECTION �- 061 SOUND BATT INSULATION WITH INTUMESCENT STRIPS WALL END. ALTERNATE DIRECTION = = TRACK WITH (8) N010 SCREWS ' V� CEILING TRACK WITH INTUMESCENT STRIPS OF BRACES ALONG LENGTH OF WALLWHERE POSSIBLE. FINISH MATERIALS VARY1.0 AT DOUBLE BRACE FASTEN (2) ��� I��� 518" GWB EACH SIDE FASTENERS TYPICAL Al FIRE RATED JOINT ASSEMBLY CONSISTING OF SLOTTED TRACK WITH INTUMESCENT STRIPS FIRE RATED JOINT ASSEMBLY CONSISTING OF SLOTTED TRACK WITH INTUMESCENT (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM o ANGLES TO TRACK WITH (8) N010 SCREWS AT EACH ANGLE GWB TO CEILING FOR WALLS TO 15'-0" BOARD EACH SIDE PLUS N PER DETAIL A-801 AND OVERLAPPING GYPSUM BOARD. (NUMBER STRIPS, OVERLAPPING GYPSUM BOARD AND BRACE WITH DOUBLED 362S137 33 APPLIED FINISHES) OF GYPSUM BOARD LAYERS VARIES PER DESIGN) GYPSUM BOARD LINER. (NUMBER OF GYPSUM AT 8'-0" MAXIMUM OC AND AT EACH I NON RATED: BOARD LAYERS VARIES PER DESIGN) WALL END. ALTERNATE DIRECTION I 7 OF BRACES ALONG LENGTH OF O PARTITIONS PARALLEL TO DECK FLUTES 0 SHAFTWALL PARALLEL TO DECK FLUTES WALL. FASTEN DOUBLED STUDS TOGETHER WITH NO 8 SCREWS AT 3 518" METAL STUDS 24" MAXIMUM OC.v 518" WATER RESISTANT GWB ONE SIDE FIRE v I 1HR AND 2HR FIRE RATINGS, 1HR AND 2HR RATINGS, I I v v CONSTRUCT PER UL DESIGN HW -D-0587 CONSTRUCT PER UL DESIGN HW -D-0584 V 0 SECTION ACROSS PARTITION 0 SECTION ACROSS BRACING -GWB ON ROOM -LATERIAL BRACING INTERIOR AT THIRD SIDE POINTS INTERSECTION OF FIRE -RATED PARTITIONS TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE - IBC SEISMIC _ 8 _ NONRATED: WITH EXISITNG ROOFING ABOVE DESIGN CATEGORY C, D, E, AND F II 6 METAL STUDS C SCALE: 3" = 1'-�° C1010FP 05 3" =1' 0" C1010FP 48 �■ � TWO LAYERS 518" GWB EACH SIDE I �.EEII - 8A T NON RATED: *4 6"METAL STUDS EXISTING STRUCTURE, TYP. EXISTING STRUCTURE, TYP. EXISTING STRUCTURE, TYP. -� �- METAL STUDS (PER ES REPORT ESR 2054), MAXIMUM HEIGHT 20'-0" i��11 ag-I�i '` R-19 TWO BATT LAYERS INSULATION 5/8" GWB EACH SIDE fx z FINISH MATERIALS VARY (MAXIMUM WEIGHT Q w EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE 4 '. )11 � l �1 I=- =T z C7 z o O C._3 PLUS APPLIED FINISHES) 8B T NON RATED: ACOUSTICAL CASING BEAD WHERE EXPOSED TO aA SEALANT AND BOND SEISMIC DESIGN CATEGORYAAND B: - - - SEISMIC DESIGN CATEGORY AAND B: SEISMIC DESIGN CATEGORYAAND B:ITI z O <C3 `_1' 6" METAL STUDS 0 I DECK: VIEW, TYPICAL , STEEL ONLY DECK: o F-''' ,,, Y t._ ' R 19 BATT INSULATION GENERAL NOTES: BREAKER TAPE STEEL -ONLY STEEL -ONLY DECK: v 20 GAGE MINIMUM DEEP LEG TRACK OR SLOTTED CASING BEAD, TYP NO NO 8 SCREWS AT 16" OC 4" WIDE PLATE (20 GAGE MINIMUM) AT 48" MAXIMUM OC, NO 8 SCREWS AT 16" OC OR (6) N010 SCREWS ANGLE 8" X 3" X 8" LONG, LLH (20 GAGE a o a ¢ t) 0������� ���i� BULLET RESISTANT PANEL TRACK TO ALLOW 314" DEFLECTION. MAINTAIN WHERE NECESSARY FOR STEEL AND CONCRETE DECK:MINIMUM ) o o TWO LAYERS 518" GWB EACH SIDE STEEL AND CONCRETE DECK: SEISMIC DESIGN CATEGORY C, D, E AND F: z o0 DEFLECTION CAPACITY AND FIRE -RATING AT ALL STRUCTURAL MEMBERS 1 HILTI X -U 0.157" DIAMETER POWDER ACTUATED FASTENERS AT PARTITION ATTACHMENT HILTI X -U 0.157" DIAMETER POWDER ACTUATED FASTENERS AT STEEL -ONLY DECK SEISMIC DESIGN o a. 1-=-•<= z CO FASTENERS: FASTEN TRACK TO PLATE WITH 24" OC, EMBED 3/4"PER ESR -2269 (12) N010 SCREWS CATEGORY A AND B:Qoor24" CUT 314" SHORT TO ALLOW 3/4" DEFLECTION(3) OC, EMBED 3/4" PER ESR -2269 NO 8 SCREWS AT 48" MAXIMUM OCFASTEN BRACE TO ANGLE�go�PROVIDE AT PLYWOOD FLOOR (MINIMUM 314" CDX):STUDS (2) NO 8 X 1"WOOD SCREWS AT_ g _ NON RATED: DESIGN CATEGORY C, D, E, AND FSEISMIC DESIGN CATEGORY A, B, C,¢ � TOP OF FINISH MATERIALS (WHERE OCCURS) iSEISMIC DESIGN CATEGORY C, D, E, AND F:SEISMIC STEEL ONLY DECK:STEEL ONLY DECKD, WITH (3) NO 10 SCREWS E, AND F: AND CONCRETE DECK:OR= //BRACE K24" z o O _, °OGYPSUM MAXIMUM OC STAGGERED FOR 1 LAYER BOARD EACH SIDE,16' MAXIMIMCODE REVIEWEDFORAT COMPLIANCE PROVIDE 314" CLEAR SPACE TO ALLOW 3/4"N010 DEFLECTION. DO NOT SCREW FINISH MATERIALS INTO TOP TRACK- FASTEN INTO STUDS ONLYORSTEEL SCREWS AT 12" OCN010 AND CONCRETE DECK:HILTI X -U 0.157" DIAMETER SCREWS AT 12 OCSTEEL OR(4) AND CONCRETE DECKPOWDER X -U 0.157" DIAMETEREMBED HILTI X -U 0.157" DIAMETERSEISMIC DESIGN CATEGORYo�a�OC ACTUATED FASTENERS,C, D, E, AND F:a 1 12", MINIMUM 4"(5) N010 SCREWSa ; ¢Q�oAT oa aAPPLY STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE CIP CONCRETE AND POST-TENSIONEDis APPROVESTEEL 3 2013FIREPROOFING METAL FENCE OR PATCH FIREPROOFING (WHEREHILTI ACTUATED FASTENERS AT18" POWDER ACTUATED FASTENERS ATSPACING ESR PER ESR 2269 CONCRETE FLOOR:APR IS REQUIRED) AFTER INSTALLATIONPOWDER OC, EMBED 314" PER ESR 2269 OC, EMBED 314" PER 2269PROVIDE HILTI X U 0.157" DIAMETER18" POWDER FASTENERS, EMBED 10 NON RATED: OF TRACK OR STRAPS 11'4 OF STUDS (OR -ACTUATED � - . Y 3/4" PER ESR -2269.24" MAXIMUM OC Clf�f TIIIC�lIIa AT PARTITIONS WITH ACOUSTICAL INSULATION, INSTALL GYPSUM BOARD 2" SHORT TO ACOUSTICAL NON ACOUSTICAL> DOUBLED STUDS) AT TOP OF PARTITION PER DETAIL A 801 Q STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED of BUILDING DIVISION 3 518" METAL STUDS ACCOMMODATE LARGER ACOUSTICAL SEALANT PARTITION, TYP PARTITION, TYP ¢ FOR 2 LAYERS GYPSUM BOARD EACH SIDE JOINT NEEDED TO ACHIEVE 3/4' DEFLECTION o z_� 5/8" GWB EACH SIDE OA PARTITION PERPENDICULAR TO STRUCTURE OB PARTITION OFFSET AND PARALLEL TO STRUCTURE OC PARTITION BETWEEN PARALLEL STRUCTURE OD PARTITION AT DECK EDGE/OPENING OE PARTITION BRACED TO DECK `" - �.J _ RECEIVED CITY OF TUKWILA - 10A A NONRATED: INTERSECTION OF NON -RATED PARTITIONS PTN-TO-FLR CONNECTION MAR o 8 2013 3518"METALSTUDS 1 WITH EXISITNG ROOF ABOVE FOR SEISMIC SITUATIONS PERMIT CENTER :1 �,.I SOUND BATT INSULATION A9 o 518" GWB EACH SIDE C1010FP-25 SCALE: 3" = 1'-0" 3" =1'-0" C1010FP-08 GWB TO GWB CEILING D:\jhawkins's Documents\TeIX-ph1-Tljhawkins.rvt 2/27201311:38:33 AM COPYRIGHT © 2011 CALLISON m co c 0 co E O a) O co) E cE Q N N >, =CO oo� L Cif Ivo La)W o Ca -LL.(/) I- LL- Q' TeIX Phase 1 Data Center TI BUILDING 4 O Lri M ISSUED DATE BUILDING PERMIT 2/28/2013 REVISED DATE INTERIOR DETAILS A-801 F E D c B A 1 2 3 4 5 6 7 8 9 10 11 12 DOOR SCHEDULE OPENING DOOR FRAME DETAILS REMARKS NO ROOM NAME HDWE SET SIZE FIRE RTG TYPE CONFIG FIN TYPE CONTIG FIN HEAD JAMB(S) SILL 1206 W H 120A UPS ROOM 6' - 0" 7' - 0" 20 MIN STL F PAINTED STL 1 PAINTED N/A 1206 UPS ROOM 6' - 0" 7' - 0" 20 MIN STL F PAINTED STL 1 + PAINTED N/A 120C UPS ROOM 5' - 0" 7' - 0" STL F PAINTED STL 1 PAINTED 120D UPS ROOM 5' - 0" 7' - 0" STL F PAINTED STL 1 PAINTED �s M F (FLUSH) S (SLIDER) DOOR AND FRAME TYPES G7 1/4" =1'-0" 11 Ell A-802 6'-0" TYP El1 A-802 NEW FIRE WINDOW, 45 MIN FIRE -RATED TYP. FIRE WINDOW ELEVATION 104' - RAISED FLOOR - SOUTH EXISTING 1/2" =1'-0" CV DOOR LEAF PARTITION -TYPE VARIES HOLLOW METAL FRAME E7 HOLLOW METAL FRAME DOOR HEAD C1020-01 - PARTITION -TYPE VARIES DOOR LEAF BEVEL AT LATCH EDGE HOLLOW METAL FRAME HOLLOW METAL FRAME - DOOR JAMB 6" =1'-0" C1020-04 CV UPS ROOM Ell PARTITION -TYPE VARIES HOLLOW METAL FRAME CORRIDOR STOP GLAZING HOLLOW METAL FRAME LITE JAMB 6"=1'0" C1020-06 :d' a - a 4 S - W P-1 (W I P-2 W P-1 PLAN DTL - ACCENT PAINT LOCATION 1 1/2" =1'-0" 0 N ison.com D:\jhawkins's Documents \TeIX-ph1-Tljhawkins.rvt p (3O.9 d 2/27/201311:38:45 AM REVIEWED FOR CODE COMPLIANCE APPROVEb APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 8 2013 PERMIT CENTER COPYRIGHT @ 2011 CALLISON TeIX Phase 1 Data Center TI BUILDING 4 O O N ISSUED DATE BUILDING PERMIT 2/28/2013 REVISED DATE INTERIOR DETAILS A-802