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Permit D08-010 - WESTFIELD SOUTHCENTER MALL - COACH - TENANT IMPROVEMENT
COACH 607 SOTJTHCENTER MALL D08 -010 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 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -010 Occupant /Tenant: COACH Building Address: 607 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RETAIL Occupancy Group /Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 65 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 607 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: COACH Address: 607 SOUTHCENTER MALL , TIJKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: SCOTT DAVES Address: 140 S LAKE AV, STE 323 , PASADENA CA 91101 Phone: 626 585 -2931 Contractor: Name: NATIONAL CONTRACTORS INC Address: 4300 BAKER RD , HOPKINS MN 55343 Phone: 952 881 -6123 Contractor License No: NATIOCI052P3 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT OF COMMERCIAL SPACE Value of Construction: $860,000.00 Fees Collected: $10,416.00 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 doc: IBC -10/06 CitAbf 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 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -010 Issue Date: 03/18/2008 Permit Expires On: 09/14/2008 Expiration Date: 03/11/2010 D08 -010 Printed: 03 -18 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and e ., governing this work will be complied whether specified herein or not. The granting of this permit does nol presume to giv construction or the pgrformance o ork. I am Signature: Print Name: doc: IBC -10/06 City &TukWiia s 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 • e Permit Number: D08 -010 Issue Date: 03/18/2008 Permit Expires On: 09/14/2008 Date: Date: 07-Aybp77) ed this permit and know the same to be true and correct. All provisions of law and ordinances ority to violate or cancel the provisions of any other state or local laws regulating to sign and obtain this development permit. 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. D08 -010 Printed: 03 -18 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Parcel No.: 6364200010 Address: 607 SOUTHCENTER MALL TUKW Suite No: Tenant: COACH 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 PERMIT CONDITIONS Permit Number: D08 - 010 Status: ISSUED Applied Date: 01/08/2008 Issue Date: 03/18/2008 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: 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. 10: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 11: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: 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. 14: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary doc: Cond -10/06 D08 -010 Printed: 05 -07 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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. 15: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: The total number of fire extinguishers required for 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) 22: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 23: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 24: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 25: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 26: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 27: 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: Cond -10/06 D08 -010 Printed: 05-07 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 28: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: 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) 31: 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) 32: 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) 33: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 34: 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) 35: 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) 36: 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) 37: Install mechanical stops between rolling shelving units so that when units are rolled together, a 6 inch flue space is maintained to prevent sprinkler obstructions great than 4 ft. wide. 38: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 39: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) doc: Cond -10/06 008 -010 Printed: 05-07 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 40: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 41: Local U.L. central station supervision is required. (City Ordinance #2051) 42: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 43: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 44: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 45: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 46: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 47: 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. 48: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 49: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 50: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 51: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. doc: Cond -10/06 * *continued on next page ** D08 -010 Printed: 05 -07 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 Date: 2 1 D08 -010 Printed: 05 -07 -2008 Parcel No.: 6364200010 Address: 607 SOUTHCENTER MALL TUKW Suite No: Tenant: COACH 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -010 Status: ISSUED Applied Date: 01/08/2008 Issue Date: 03/18/2008 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: 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. 10: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 11: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: 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. 14: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary doc: Cond -10/06 D08 -010 Printed: 03 -18 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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. 15: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ** *FIRE DEPARTMENT CONDTPIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: The total number of fire extinguishers required for 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) 22: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 nun) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 23: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 24: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 25: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 26: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 27: 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: Cond -10/06 D08 -010 Printed: 03 -18 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 28: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: 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) 31: 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 min) 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 m 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. (1PC 1011.5.1) 32: 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) 33: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 34: 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) 35: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 36: 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) 37: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 38: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 39: Local U.L. central station supervision is required. (City Ordinance #2051) 40: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) doc: Cond -10/06 D08 -010 Printed: 03 -18 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 41: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 42: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 43: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 44: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (1FC 505.1) 45: 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. 46: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 47: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 48: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * * continued on next page ** D08 -010 Printed: 03 -18 -2008 Signature: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Print Name: cc N OQL��T doc: Cond -10 /06 D08 -010 Date: _ e-0 0 ordinances governing or local laws regulating Printed: 03 -18 -2008 CITY OF TUKWIO Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hiip: iiuu.ci.iuku•ila.ua.us Tenant Name: COar.t-) Property Owners Name: (iJt e1u)4 Cc) epd revt;on Mailing Address: i R {,O ( ;4;1,d, p J,\ Ske t ®o Name: SCt 1.]QVes - /OcIa Mailing Address: Iy0 So. �ke Ave, e 3a3 E -Mail Address: PrnkktiteciaiA 0o1. (..on, Company Name: I rl Cad c o ArCi aesofurl a eszi i)es ►� Mailing Address: SOD�' // //er Rd J�a Contact Person: /a l J SC i /ll¢ /40 Company Name: an / // ' , "e // n " Con alb; L,In eer. Mailing Address: CZ (/ ' ST,rT' Porli a S. 300 Contact Person: 1001141) 3 Dan 0 Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. 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 ** L DS AA — L' City Woy/jr try G rdPe %net City Po (For office use only) A) D1 v Art; moa ?Kt SITE LOCATION (A L w -OD( 0 .e.\ A King Co Assessor's Tax No.: Site Address: SovaANc ,} sr r• Q. 41540 SeaMe UJtt 7 ZiV ' Suite Number: l '1 O Floor: New Tenant: Yes ❑..No CA rate C 100 0-S Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: b (76 Pa sa4Qno, CA ?no I City // p Fax Number: .X/ S 777 Zip CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: State Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record 079 q State Zip Day Telephone: (73 - OP- 007cla E -Mail Address: Fax Number: 773 - 6 oaa3 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record 7? 740s/ State Zip Day Telephone: Z /1/o - X E -Mail Address: Fax Number: ?I7/ as-1 -5"111 Q:1Applieations\Farms- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh Page 1 of 6 BUILDING PERMIT INFO ' ION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $_ $(oO OOO a OO Existing Building Valuation: $ Scope of Work (please provide detailed information): . 171 1 -kp1', —to A4.-4 i /Y l fr0 ✓e�►'�o.■-h e a C.. MMwy,a ) T v 4 °�(oe inG�ta�l �P �n�ti..A r c - Rnl Pi uML,. t.Ud /I rtc Will there be new rack storage? (i Yes FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers � Automatic Fire Alarm Q:1Applications\Forms- Applications On LmeU -2006 - Pernut Application.doc Revised: 9 -2006 bh ❑.. 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: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes , attach list of materials and storage locations on a separate 8-1/2" x I1 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I Floor X31 co "3 11- Q tn 2 °d Floor 3r Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFO ' ION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $_ $(oO OOO a OO Existing Building Valuation: $ Scope of Work (please provide detailed information): . 171 1 -kp1', —to A4.-4 i /Y l fr0 ✓e�►'�o.■-h e a C.. MMwy,a ) T v 4 °�(oe inG�ta�l �P �n�ti..A r c - Rnl Pi uML,. t.Ud /I rtc Will there be new rack storage? (i Yes FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers � Automatic Fire Alarm Q:1Applications\Forms- Applications On LmeU -2006 - Pernut Application.doc Revised: 9 -2006 bh ❑.. 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: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes , attach list of materials and storage locations on a separate 8-1/2" x I1 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PUBLIC WORKS PERMIT FORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ ...Total Cut ❑ ...Total Fill Water Meter Refund/Billing: Name: Mailing Address: Please refer to Public Works Bulletin #1 for fees and estimate sheet. cubic yards cubic yards Q.1Applications\Forms -Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline Sewer District ❑...Tukwila ❑...ValVue ❑ .. Renton ❑ ...Sewer Use Certificate 0... Sewer Availability Provided Septic System; ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffi Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... 59 WO # ❑ ...Temporary Water Meter Size .. 9, WO # ❑ ...Water Only Meter Size W 0 # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City City ❑ .. Renton ❑ .. Seattle ❑... Traff►c Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) State Zip Day Telephone: State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Qty Fumace<100K BTU Q Air Handling Unit > 10,000 CFM 0 Fire Damper 0 0-3 HP /100,000 BTU Fttrnace>IOOK BTU Q Evaporator Cooler O Diffuser 9 3 -IS HP /500,000 BTU Floor Furnace o Ventilation Fan Connected to Single Duct a Thermostat a 15 -30 HP /1,000,000 BTU 0 Mounted Heater Mounted il/Floor Heater Ventilation System O Wood/Gas Stove O 30-50 HP /1,750,000 BTU d Appliance Vent 0 Hood and Duct Q Emergency Generator 0 50+ HP /1,750,000 BTU Cil Repair or Addition to Heat/Refrig/Cooling System I Incinerator - Domestic 0 Other Mechanical Equipment O Air Handling Unit <10,000 CFM p m Incinerator — Com/Ind v MECHANICAL PERMIT IN ORMATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ , 000 .00 (' / Scope of Work (please provide detailed information): 27)54a - 1 k Ct. a Nc�� um.4 Cv�,�trst� kiJ 4 l O € jvuc. nt —see (Y1100 — $ - re/1'4.d Spot Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New Replacement .... ❑ Fuel Type: Electric NI Gas .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Q:\ Applications \Fonns- Applications On Line U-2006 - Pemit Apptication.doc Revised_ 9 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower 0 Drinking fountain or water cooler (per head) 1 Wash fountain 0 Gas piping outlets 0 Bidet O Food -waste grinder, commercial O Receptor, indirect waste O Clothes washer, domestic C) Floor drain a Sinks 1 Dental unit, cuspidor 0 Shower, single head trap Urinals 0 Dishwasher, domestic, with independent drain 0 Lavatory a Water Closet 2 Building sewer or trailer park sewer d Rain water system — per drain (inside building) e) Water heater and/or vent , medical gas inlets/outlets — six or more V Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of water piping and/or water treating equipment 1 1 Repair or alteration of drainage or vent piping 1 Medical gas piping system serving one to five inlets/outlets for specific gas O PLUMBING AND GAS PIP PERMIT INFORMATION - 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 10 000., 0 Valuation of Gas Piping work (contractor's bid price): $_ / Scope of Work (please provide detailed information): Ts�wu ,,,�, ,.� l t�,;44- 4 e j 4P Clore / 4b( an l P•'fa, S paC e Building Use (per Int'l Building Code): IL g Occupancy (per Int'l Building Code): m2rcc.-08 Utility Purveyor: Water: rtictA,, Q:\Appliwdoeu\Fomn- Applications On Line \3.2006 - Permit Application.doc Revised: 9-2006 bh Sewer: a1 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 Date Application Accepted: lej` i 0 I O ,, Date Application Expires: 0.7 10J Staff Initials: . PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. bh Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR ACTH° ED AGENT: Signature: Print Name:_ Vas Mailing Address: 1 ( AO So . L AVo .) Ske 3a3 Day Telephone: City Date: dab /5 5 131 CA 5ll0 / State Zip Q :1ApplicationslFomu- Applications On Linel3 -2006 - Permit Applicanon.doc Revised: 9-2006 Page 6 of 6 Receipt No.: R08 -01514 Payee: NCI ACCOUNT ITEM LIST: Description (Inc.: RPrpint -OR PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payment Cash 60.00 RECEIPT Parcel No.: 6364200010 Permit Number: D08 -010 Address: 607 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 01/08/2008 Applicant: COACH Issue Date: 03/18/2008 Initials: JEM Payment Date: 05/07/2008 01:20 PM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Descriptic Amount Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Payment Amount: $60.00 2105 05/07 9711 TOTAL 60.00 PrintAri. n5- f17 -90f1R Doc: RECSETS -OR RECEIPT NO: R08 -00811 Initials: JEM Payment Date: 03/18/2008 Total Payment: 7,739.83 User ID: 1165 Payee: N.C.I. SET ID: 0314 SET NAME: COACH SET TRANSACTIONS: Set Member Amount D08-010 6,314.50 D08 -029 273.00 EL08 -022 475.60 M08 -006 447.73 PG08 -005 229.00 TOTAL: 7,739.83 TRANSACTION LIST: Type Method Description Amount Payment Check 49673 7,739.83 TOTAL: 7,739.83 ACCOUNT ITEM LIST: Description 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.• //vww. ci. tukwil a. wa. us BUILDING - NONRES ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE SET RECEIPT Account Code Current Pmts 000/322.100 6,578.50 000.322.101.00.0 475.60 000/322.100 369.18 000/345.830 119.55 000.322.103.00.0 188.00 000/386.904 9.00 TOTAL: 7,739.83 313? )3/1 9710 TOTAL 7739.83 Doc: RECSETS -06 RECEIPT NO: R08 -00050 User ID: 1165 Payee: PERMITS TODAY LLC SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description 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 SET RECEIPT • Initials: JEM Payment Date: 01/08/2008 Total Payment: 4,226.65 SET ID: S000000934 SET NAME: Tmp set/Initialized Activities D08 -010 4,101.50 EL08 -022 118.90 M08 -006 6.25 TOTAL: 4,226.65 TRANSACTION LIST: Type Method Description Amount Payment Check 1765 4,226.65 TOTAL: 4,226.65 ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES Account Code Current Pmts 000.345.832.00.0 118.90 000/345.830 4,107.75 TOTAL: 4,226.65 6973 01/08 9710 TOTAL 4226°65 Project:: ` , Type of Inspection: Addrgss0 Date Called: i'7/ // Special Instructions: Date Wanted: . 7- 22 - c Requester: P"7 b, 5 Jo/ 3 11 INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 INSPECTION NO. 0 Approved per applicable codes. U Corrections required prior to approval. COMMENTS: )Mt a.I Inspector: Receipt No.: Date: Date: z-z LI $60.0 ' EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: (ene h Type of Inspection: .. . / / -' Mk./ `.. Address: ' d 2 11 /f / Date Called: Special Instructions: Date Wanted: 1/ Q . .. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 38188 (206)431 -3 7 proved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: ?/ to El $60. d EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: Type of In ection: Address: 607 772/4/7 Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: ,0 — ceS — gar 3 INSPECTION RECORD Retain a copy with permit aB -0 /0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: o Inspector: Dat 5 Q $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Typeof Inspection: !SP�a�r rt f e Ca cc- , ct lvia , . c er I'd Gtr wa.. (f — leGve --hie e Y 4) P (ii i1/46 r ed t otA 4.4- k loccA:o& N04 04 = o - +a eti'of 4\e Special Instructions: Date Wanted: — 7 - -) 0- (_ap> p.m. Requester: Proje o �C' +� ,( Typeof Inspection: !SP�a�r Address: COM V11 Date Called: , Special Instructions: Date Wanted: — 7 - -) 0- (_ap> p.m. Requester: Phon No � - �� : r9 -1C 1 3 2 El Approved per applicable codes. 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 gl Corrections required prior to approval. Date: 7//12/4 ❑ $60. i J ; INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid - 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: (Date: Proj 0,5 A ry Inspection: 7 Address: or/ "V/ 7 Date Called: Special ns tructions: Date Wanted: 6- /6 -& Requester: Phone No 7b) qg -m t 3 7 INSPECTION NO. COMMENTS: INSPECTION RECORD Retain a copy with permit ,Ai(2P /14.47T1 M-oto PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Approved per applicable codes. Corrections required prior to approval. ri $61 1 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: IDate: ti Project: { /I� V Oil C- • Type of Inspection: ,y �! -' rte � Address: 407 ,, �li , e.. , i.. I4) Date Called: Special Instructions: Date Wanted: m Requester: Phone No: ` 7 e S /o/3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit (29b -all PERMIT NO. CITY OF TUKWILA BUILDUNG DIVISION ' 8- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 IZg Approved per applicable codes. Corrections required prior to approval. COMMENTS: oe Inspector: Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: Date: Project: . .....—, (oh of Inspection: F //1/& Addres4 7 ,1g /� Date Called: Special Instructions: C Date Wanted; / �� / d/ rrm Requester: Ph k 5..i/d/ 3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ** 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 2g • ago (206)431 -3670 ti ❑ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: y , 11751!40 . t-- ar ,4 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Inspector: Date: 6- if- Receipt No.: Date: aso1. 4 ....ten u. s .__ l sla v COMMENTS: A spection: Type of Inspection: r CZ. 141iIV e Addre s: U m��( � 13Fi kris t, 13 4- t i,d,gi a of /36.r,, , Se -spill, h." C /1• ,rrrr a 1 J) L,- fs,,+,•f a t Z t- Ar41 per, v-. ;/c - I,- r r e s l l .dry .. -a.m. Requester: Phone No: -- 7 (,a a cy 0 5- l I)/ 3 Project,. LLOA( `1 spection: Type of Inspection: r CZ. 141iIV e Addre s: U m��( � Date Called: Special Instructions: Date Wanted: .. -a.m. Requester: Phone No: -- 7 (,a a cy 0 5- l I)/ 3 ---U IQ 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 0 Approved per applicable codes. 0 Corrections required prior to approval. Inspector: Date: , $58.00 REI PECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: ■ . _ ,r ca.-.. !,10,ittFe.c Project: (.24( Type of Inspection: .� �, wa Address: 607 NA /1 Date Called: Special Instructions: Date Wanted: c-2. 3- A a.m. CD Requester: Phone No: 7G0 i,n /13 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. U Corrections required prior to approval. COMMENTS: iA - To G.,,, /." cf It ,SIC Inspector: Date: 5" 2 3 ''t $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: i d/ .. Type of Ins ection: Carr 104 /15 OL Y/VVet/ Add ess: (67 irn A / / 11)0"ie% 5Gre4J 1r15 ec4r0t4 CI111 — Muff/1- /1.14. 44 t-' ch ppi, A4 c,atri'c/orr- Date te / j _ D d C. Requester: Phone o: - 2 & a s /0/ Probe Type of Ins ection: Add ess: (67 irn A / / Date Called: Special Instructions: Date te / j _ D d C. Requester: Phone o: - 2 & a s /0/ 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. 2 06)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: 0$58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: ..1... _ «, • Project:, n �� 0 Type of Inspection: Address: ( 7 /?11q /i Date Called: Special Instructions: - Date Wanted: —' /.3 -043 a.m. P.m. Requester: Phone No: 760 —�– /v/ 3 Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 8.00 REINSPECTION EE REQU ICED. Prior oenspection. fee must be aid at 6300 Southcenter Blvd..ite 100. Call the schedule reinspection. COMMENTS:» /1 ,_007; +11 x/ en A/ , c-a , • 007706 1 ,c/ {v s9./f4/ ?7 Date: S - i 3_ R -� �i�:.� - - men '� Tx• '�{`w;vn� ' ' A' ' ` 37e.,:.s n�if_a.a� _- • - -. .� .:s�3 Project: ��rr Type of In Address: 4 / i' / f Date Called: Special Instructions: Date Wanted: .. )2. ' 0 e �. Requester: Phone No: 74 6 -5' °5 - /d/ INSPECTION RECORD Retain a copy with permit 3e8- 0/0 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)1 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /J 745../ ,yin/ (A Insp 58.00 REINSPECTION FEE REQUIRED. P for o inspection, fee must be paid at 6300 Southcen - r Blvd.. Suite 10 - Call the schedule reinspection. Receipt No.: Date: Date: PType M of Inspection: / i2 9'/i /4/ 6 Address: (Qv7 m4 /( Date Called: Special Instructions: Date Wanted: J 5 = 0 e., P.m. Requester: Phone No: 766 — qg5 id R 008 - 4 /U INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ? 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: / /- 9/,.41 /0/ , A -- riles 1' 4 .00 REINSPECTIOWFEE REQUIRED. Prj'br o inspection. fee must be id at 6300 Southcelr#iter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Dat Uv O/7 Date: Proj04 O �� /l Type lnspecti n: rr " ��cs1 Address: Gd 7 mg// Date Called: Special Instructions: Date Wanted: ‘--5_ P - 6),'7) p.m. Requester: Phone No: °76e -- ceiS / l 3 INSPECTION RECORD Retain a copy with permit INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 OMMENTS: $5: REINSPECTION FEE RE P1 IRED. Prio to inspection, fee must be t 6300 Southcenter Blvd.. uite 100. : lithe schedule reinspection. Recei 7 No.: Dat Date: Approved per applicable codes. El Corrections required prior to approval. 7 COMMENTS: Sprinklers: $-'" Fire Alarm: r Hood & Duct: A.) Monitor: K r)t y id Type o Inspection: - 4 f ) - c 4A-1- — c5 -- soi,�... e,� Altit _" c 0 - -- OtC . Contact Person: t . inta - c. L -- Or- 1 rq r-e Ct i hi t L' - 4, Phone No.: ,. - 1 A + , Project: f , , [[ t_CJ6 C•ll� Sprinklers: $-'" Fire Alarm: r Hood & Duct: A.) Monitor: K r)t y id Type o Inspection: - 4 f ) rr e + r c ‘',--.14,t, Address: 6o Suite #: soi,�... e,� J Contact Person: t . Special Instructions: 1 Phone No.: Needs Shift Inspection: 4' Sprinklers: $-'" Fire Alarm: r Hood & Duct: A.) Monitor: K r)t y id Pre -Fire: L) Permits: pJ Occupancy Type: INSPECTION NUMBER 94 .4‘roved per applicable codes. rg y INSPECTION RECORD Retain a copy with permit • Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS �� - .c - a Li 7 CITY OF TUKWILA FIRE DEPARTMENT Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. Inspector: Date : / 9 60 :) Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: COAC . Sprinklers: Fire Alarm: Type of Insp Se c 'on: eyy -a-"s /tc1 hN Address. a . 7 Suite #: _ � '�' Contact Person . Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER ki -Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT os4'— 5— ISa - 0/ PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: SP C, -o-L o (c. Inspector: 51 Li Date: - 2117 /tots Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Sprinklers: w. Type of Insp ction: g 4-4706 1 CO UP (Z Hood & Duct: Address: 60i 5 C Suite #: /4 r (9.1 5k- A4 g S it) a d Permits: cis, 51, sac"' )7 o .0 A Phone No.: 1 / Project: Coa�� -- Sprinklers: w. Type of Insp ction: g 4-4706 1 CO UP (Z Hood & Duct: Address: 60i 5 C Suite #: M,4 z L.. Pre -Fire: Co t ctPer on: " et Permits: Special Instrucctions: A Phone No.: 1 / Needs Shift Inspection: Sprinklers: w. Fire Alarm: Hood & Duct: Monitor: Pre -Fire: ' Permits: Occupancy Type: ei siziaara=r +ZrFFie��''�— �+7a•6� %— I�SUYV`.7'a INSPECTION NUMBER Approved per applicable codes. +,"?'..�a'.roa*vf• _ - +•I'Yti. . E '.i°kik+�n'v'++.n«:.rd:'.W:•rPi s€•tii;:tF.F,'$ INSPECTION RECORD Retain a copy with permit CITY OF TUKWIILA FIRE DEPARTMENT Deff3 -d OS -5- Ise PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 n Corrections required prior to approval. Inspector: O 5-0/ Date: . 6 .� rs.. P rri $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the C ity of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 EXPIRES L 2006 Washington State Nonresidential Energy Code mpliance an I Form Interior Lighting Summary LTG;;INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Description Project Address WESTFIELD SOUTHCENTER 833 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 Applicant Name: DON PENN AppilcantAddress: 635 WESTPORT PARKWAY, GRAPEVINE, Tx. 76051 Applicant Phone: 817- 410 -2658 ❑ New Building ❑ Addition El Alteration ❑ Plans Induded Date 11/29/2007 For Building Department Use RECEIVED CI OF TUKWILA J AN 0 8 2008 PEHiarlT CI`,h�rlR Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option I () Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box - SSC. 1132.3) ❑ Less ti0% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) SALES STOCK TOILET HALLWAY VESTIBULE RETAIL COMMON AREA, TOILET COMMON ARRA, CORRIDOR COMMON AREA, CORRIDOR Occup• cy Des V ED Flab Allowed ��� atts •er ft2" Area In ft Allowed x Area 1.50 1545.0 2317.5 0.50 517.0 258.5 0.80 133.0 106.4 0.80 161.0 128.8 0.80 34.0 27.2 Maximum Allowed Lighting W " From Table 15-1 (over) - do Proposed Lighting Wattage FILE � Watts 2838.4 Location (floor /room no.) SALES SALES SALES SALES SALES SALES SALES SALES SALES STOCK TOILET Fixture Description r 7- - - -- CT1- SINGLE HEAD METAL HALIDE RECESSED DOWNLIGHT CT3- TRIPLE HEAD METAL HALIDE RECESSED DOWNLIGHT CT10 -DECORATIVE PENDANT CT12- TRACKHEAD L7- LINEAR T5 FLUOR. CABINETRY STRIPLIOHT L13- T -5 -22 1/2° CABINETRY SIDE PEED STRIPLIGHT L14- T -5 -22 1/2° CABINETRY END FEED STRIPLIGHT L15- T- 5- CABINETRY STRIPLIGHT L16 -T -5 -SLIDE BY SIDE CABINETRY STRIPLIGHT L8 -4' UNIVERSAL BALLAST CT9 -WALL SCONCE _ ..Nym$ of Fixtures 4 25 2 6 58 8 3 51 1 8 2 2 Watts/ Fixture --- 22.0 150.0 8.0 32.0 14.0 14.0 28.0 56.0 20.0 26.0 Watts • --Proposed 88.0 300.0 464.0 256.0 42.0 714.0 28.0 448.0 40.0 52.0 CT14- CEILING MOUNTED PAN /LIGHT COMBINATION 2432.0 tilil�si►; � d i s Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts t_•:: . F. ;= '•roposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if •r. g;': , Z ndu ; d). For track lighting, list the length of the track (in feet) In addition to the fixture, lamp, and ballast information. c �7 1r ,�' , . roposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and ����� + , criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual � �� t the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, 1 also be used. For track lighting, list fj r GIST � ,: S/oNAL tip e wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. Difir• 0 to 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (bck) 2006 Washington State Nonresidential Energy Code Compliance Forms LTG -iNT TABLE 15-1 Unit Lighting Power Allowance (LPA) LPA` (Wlsf) Revised July 2007 Prescriptive Spaces Qualification Checklist Note: If occupancy type is "Other° and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Occupancy Q Warehouses. storage areas or aircraft storage hangers Q Other Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1. T -2, T-4, T -5, T-8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electro ballasts 3. LED lights. Use' Automotive facility Convention center Courthouse Cafeterias, fast food establishments', restaurants/bars Dormitory Exercise center Gymnasia ", assembly spaces" Health care clinic Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies Hotel /motel Hotel banquet/conference%xhibition hall Laboratory spaces (all spaces not classified °laboratory shall meet office and other appropriate categories) Laundries Libraries' Manufacturing facility Museum 0.9 1.2 1.2 1.3 1.0 1.0 1.0 1.0 1.2 1.0 2.0 1.8 1.2 1.3 1.3 1.1 Use' Office buildings, office/administrative areas In facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) Penitentiary and other Group 1 -3 Occupancies Police and fire stations" Post office Retail retail banking, mall concourses. wholesale stores (pallet rack shelving) School buildings (Group E Occupancy only), school classrooms, day care centers - Theater, motion picture Theater, performing arts Transportation Warehouses", storage areas Workshops Parking garages Plans Submitted for Common Areas Only' Main floor building lobbies' (except mall concourses) Common areas, corridors, toilet facilities and washrooms, elevator lobbies LPA` (W /sf) 1.0 1.0 1.0 1.1 1.5 1.2 1.2 1.6 1.0 0.5 1.4 0.2 1.2 0.8 Footnotes for Table 15 -1 1) in cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w/ft may be used. 8) Reserved. 9) For indoor sport toumament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination Installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additlonal lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, Indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined In footnote 2 applies only to the floor area not covered by racks. 2006 Washington State Nonresidential Energy Code Compliance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 (Date 11/29/2007 Project Address wasrrzsrn 6OUTHCF.NTER The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability I Code jcomponeflt (yes, no, n.a.) Section 'Information Required I Location I Building Department on Plans Notes LIGHTING CONTROLS (Section 1513) yes yes n .a. n .a. n.a. yes A. a. n.a. n.a. n.a. no yes 1513.1 1513.2 1513.3 1513.4 1513.5 1513.6 1513.6.1 1513:6.2 1513.7 1531 1532 Local control/access Area controls Daylight zone control vertical glazing overhead glazing Display /exhib /special Exterior shut -off (a) timer w/backup (b) photocell. Inter. auto shut -off (a) occup. sensors (b) auto. switches Commissioning Schedule with type, indicate locations Maximum limit per switch Schedule with type and features, indicate locations Indicate vertical glazing on plans Indicate overhead glazing on plans Indicate separate controls EXIT SIGNS (Section 1514) 1514 Max. watts Indicate watts for each exit sign Schedule with type and features, Indicate location Indicate location Indicate location Indicate location Schedule with type and locations Schedule with type and features (back -up, override capability) Indicate size of zone on plans Indicate requirements for lighting controls commissioning LIGHTING POWER ALLOWANCE (Section 1530 -1532) Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n.a. Interior Lighting Summary Form Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n.a. 1511 Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency yes yes TRANSFORMERS (Section 1540) I 1540 'Transformers 'Indicate size and efficiency If "no" Is circled for any question, provide explanation: 2006 Washington State Nonresidential Energ Code Com•Iiance Form Lighting, Motor, and Transformer Permit.Plans Che LTG: -CHK 2008 Washington Slate NonresldenUal Energy Code Compliance Forms Revised July 2007 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting In Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.8.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling - height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit. to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (Le. north, east. south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display. exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior. Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either. a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling- height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor. time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g.. 24 -hour convenience stores), or illuminated In a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall — be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of tuming off lights when the space Is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1613.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which tums off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power Is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being Illuminated is annunciated; c. Is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride Is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -oft controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate In accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1611 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP -1- 2002). Mech Summary 2008 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form II I ME CH -SUM Revised Juy 2007 Project Info Project Address WESTFIELD SODTECENTER 833 SODTECNNTER PARKWAY TUKWILA, WA 98188 -2888 Applicant Name: DON PENN Applicant Address: 635 WESTPORT PARKWAY, GRAPEVINE, TX. 76051 Applicant Phone: 817 - 410 -2858 Date 11/29/2007 For Building Dept. Use Project Description Briefly describe mechanical system type and features. ❑ Includes Plans RETAIL SPACE COOLED BY VAV SYSTEM AND SUPPLEMENTAL SPLIT SYSTEM. Include documentation requiring compliance with commissioning requirements, Section 1416. (Compliance Option O Simple System e0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following Information Is required to be Incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required Information below. Cooling Equipment Schedule Equip. ID VAV- 1 Brand Name ENVIROTECR Model No. VPR SIZE 1429 Capacity Btu/h 32400 Total CFM 2650 OSA CFM or Econo? SEER or EER IPL Location SALES Heating Equipment Schedule Equip. ID. Brand Name Model No. Capacity Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency Fan Equipment Schedule Equip. ID Brand Name Model No.' CFM SP HP /BHP Flow Control Location of Service 'If available. 2 As tested according to Table 14-1A through 14 -1G. 3 If required. ° COP, HSPF Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air votume(VAV), constant volume (CV), or variable speed (VS). 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) M ECH -S System Description See Section 1421 for full description of Simple System qualifications. If Heating/Cooling ❑ Constant vol? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? or Cooling Only: 0 Split system? D Economizer included? If Heating Only: ❑ <5000 cfm? 0 <70% outside air? Decision Flowchart this flowchart to determine if project qualifies for Simple System Option. If not, either the 'Use Complex System or Systems Analysis Options must be used. <5000 <70% OSA Econo ncluded? Simple System Allowed (section 1420) Air Cooled, Constant Vol? Ingle Package Unit? Use Complex Systems (section 1430) olCa• <20,000 tuh? otal Ca . wo economize <240,000 Btuh r 10 %? plit Syste <= 84,000 Btuh? Outd or Adjacent to utdoo I Ca <54,000 tuh? Heating Only Yes ( Reference Section 1421 Heating/Cooling or Cooling Only Yes Yes (Section 142Reference 3 Ye Yes Yes 'Complex Systems I Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to thls project MECH -SUM IUlechanical Summary • 2008 Washington State Nonresidential Energy Code Compliance Forms Revlsed Judy 2007 Project Info Project Address WESTFIELD SOUTBCENTER 833 SOVTHCENTER PARKWAY TUKWILA, WA 98188 -2888 Applicant Name: DON PENN Applicant Address: 635 WESTPORT PARKWAY, GRAPEVINE, TX. 76051 Applicant Phone: 817 -410 -2858 Date 11 For Building DepL Use Project Description Bdefly describe mechanical system type and features. ❑ Includes Plans 2006 Washington State Nonresidential Energy Code Compliance Form RETAIL SPACE COOLED BY VAV SYSTEM AND SUPPLEMENTAL SPLIT SYSTEM. Include documentation requiring compliance with commissioning requirements, Section 1416. 1 Compliance Option Q Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following Information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID AC -1 Brand Name' CARRIER Model No. PA4BNP Capacity Btu/h 20300 Total CFM 600 OSA CFM or Econo? SEER or EER 11.10 I Location STOCK Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btuth Total CFM OSA cfm or Econo? Input Btuh Output Btuh Effidency Fan Equipment Schedule Equip. ID Brand Name' Model No. CFM SP' HP/BHP Flow Control Location of Service 1 1f available. 2 As tested according to Table 14-1A through 14-1G. 3 If required. 4 COP, HSPF Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). Mechanical Summary. (back) MECH -SUM System Description See Section 1421 for full description of Simple System qualifications. Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. 2006 Washington State Nonresidential Energy Code Compliance Form 1.1 <5000 cfm? Simple System Allowed (section 1420) Econo ncluded? Air Cooled, Constant Vol? <70% OSA ingle Package Unit? •olCa <20,000 =tuh? piit Syste < =84,000 Btuh? otal Ca . o economize <240,000 Btuh or 10 %? Outd• or Adjacent to • utdoor of Ca <54,000 Btuh? Reference Heating Only Section 1421 Yes If Heating /Cooling ❑ Constant vol? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? or Cooling Only: ❑: Split system? ❑ Economizer included? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? Heating /Cooling or Cooling Only Yes Yes S(R eference ection 1423 Ye Yes 'Complex Systems I Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this protect Mechanical Complex Systems Checklist • 2006 Washington Slate Nonresidential Energy Code Compliance Forms Project Address WESTFIELD SOUTHCENTER The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements In the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH- CHK checklist for additlona system requirements). This Information must be on the plans since this Is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative- 'information Required Applicability Code (yes, no, n.a.) Section Component ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY 0.9- yes yes n. a. n.a. n. a. yes no n.a. yes n.a. n.a. n.a. If "no" 1431.1 1432.1 1432.2.1 1432.2.2 1433 1433 1434 1435 1436 1437 1436 1439.1 Ied f Field assem. sys. Setback & shut -off Air system reset Hydronlc System Air Economizer Water Economizer Separate air sys. Simul. htg. & dg. Heat recovery Elec. motor effic. Variable flow sys. Kitchen Hoods 1439.2 Fume Hoods Provide calculations Indicate separate systems or show isolation devices on plans Indicate automatic reset Indicate automatic reset, cooling tower, & heat pump loop valves Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. Indicate water economizer and provide calculations If 1433 Exception 2 is utilized Indicate separate systems on plans Indicate that simultaneous heating and cooling Is prohibited. unless use of exception is justified Indicate heat recovery on plans; complete and attach heat recovery calculations MECH -MOT or Equip. Schedule with hp, rpm, efficiency Indicate variable flow on fan and pump schedules Indicate uncooled and unheated make -up air Indicate VAV, unheated/uncooled or heat rec. makeup x l ana t ion: Date 11 For Building Department Use Location 1 Building Department on Plans Notes Revised July 2007 is circ Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete Information on the requirements. C Start Here Section 1411.1 Equipmen Efficiency Shall Meet Tables 14 -1A through 14-10 r any qu 2006 Washington State Nonresidential Energ Code Com.Iiance Form aslOi7 Fume input?, 225.000 tuh or Gas/0 't Heat ny Fuel Fume input z 225.000 Bluh? 1411.1 0.75% Maximum Jacket Loss leid- Assemble Equipmenl? Section 1431.1 Calculations of Total On-Site Energy Input & Ouput Required Air System Serving Multiple Zones? Section 1432.2.1 Supply Air Reset Controls Required parity or Heating System > 00,000 Btuh Section 1432.2.2 Hot Water Supply Temperature Reset Required Yes 1411.1 IntermtUent Ignition Device & Power Venting or Damper. If input 225,000 Bluh then 1412.6 Modulating or Staged Combustion Controls Required on, provide e p (continued on back) Yes No 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical ,Complex System 2008 Washington Slate Nonres dentiai Energy Code Compliance Forms 0% Air Econ Provided'? Section 1413 Water Cooled wlWater Econo? otal CIg Capacity w/ Water Econo 500 Tons EER 10% Better than Code Section 1436 50% Effective Heat Recovery Required Multi -speed Motor in Multi - ed system? Yes Yes Yes Yes stem or Zon w/ Simultaneous Htg. & CIg.? Application Involves Variable Flow? tal Bldg. Fu Exhaust> 15,000 cfm? en Exhau Hood > 5,000 cfm? Section 1435 Zone Controls Must Reduce Supply Air Quantity Before ReheatIng/Recooling ans or Pumps> 10 HP? Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air No o No DONE Yes♦ ICap./ cono <= 480,00 Btuh or 20% of otal Cap Yes Ye Yes No—► Yes-1). Section 1433 Economizer Required Yes Section 1437 Motors Must Meet Efficiencies in Table 14 -4 Yes Section 1438 Variable Flow Devices Required Yes Section 1439.2 One Required: a. 50% VAV Exhaust & Make -up b. 75% Direct Makeup w/ Tempering Only c. Heat Recovery per 1436 d. Constant Volume w/ < 50fpm Face Velocity Yes IVIn III llulll Synchronous Speed (RPM) HP 1.0 .•..u...w. 3,600 I Efflcien - . ...• - ----- Open Motors 1.800 (%) 82.5 - _ 1,200 80.0 . dosed 3,600 Efflole 75.5 Motors 1,800 (% 82.5 1,200 80.0 1.5 82.5 84.0 84.0 82.5 84.0 85.5 2.0 84.0 84.0 85.5 84.0 84.0 86.5 3.0 84.0 86.5 86.5 85.5 87.5 87.5 5.0 85.5 87.5 87.5 87.5 87.5 87.5 7.5 87.5 88.5 88.5 88.5 89.5 89.5 10 88.5 89.5 90.2 89.5 89.5 89.5 15 89.5 91.0 90.2 90.2 91.0 90.2 20 90.2 91.0 91.0 90.2 91.0 90.2 25 91.0 91.7 91.7 91.0 92.4 91.7 30 91.0 92.4 92.4 91.0 92.4 91.7 40 91.7 93.0 93.0 91.7 93.0 93.0 50 92.4 93.0 93.0 92.4 93.0 93.0 60 93.6 93.6 94.1 94.1 94.5 93.0 93.6 93.6 75 93.0 94.1 93.6 93.6 94.5 94.1 100 lCD I 94.5 94.5 94.1 125 94.5 95.0 95.0 150 95.0 200 94.5 95.0 95.0 2006 Washington State Nonresidential Energy Code Com•liance Form Motors • MECH -11.10T. Electric 2006 Washington State Nonresidential Energy Code Compliance Forms Revised J 11/29/2007 Project Address WESTFIELD SOUTRCENTER Complete the following for all design A & B squirrel -cage, T -frame Induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Motor No. or Location HP 1/5 Type (open/closed) open Description of Application or Use FAN MOTOR Date For Building Department Use Synch. Speed 1800 Min.Nom. Full load Efficiency 9500.0% Exceptions: 1. Motors in systems designed to use more than one speed of a multi-speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14- I A or 14-1B). 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (Le. If the only U.L. listing for the equipment Is with a less - efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. 2006 Washington State NonresldenUal Energy Code Compliance Fooas Project Address The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability' i Code 'Component Required (yes, no, n.a.) Section 'Component HVAC REQUIREMENTS (Sections 1401 -1424) 1411 n.a. 1411.4 yes 1411.1 n.a 1411.1 1412 yes 1412.1 yes 1412.2 n.a. 1412.3 yes 1412.4 yes 1412.4.1 .a. 1412.4.2 n.a. 1412.5 n.a. 1412.6 yes 1412.7 1412.8 yes 1422 r.a. 1423 1413 a.a. 1413.1 n.a. 1413.1 * . a . 1413.2 n•a• 1413.3 _, a. 1413.4 1414 yea 1414.1 yes 1414.2 ye a 1415.1 1416 n.a. 1416.2.1 yes 1416.2.2 4 n.a. 1416.2.4 n.a• 1416.2.5 yH 3 1434 1440 1441 1442 2006 Washington State Nonresidential Energy Code Compliance Form WESTPIELD SOUTHCENTER Equipment performance Pkg. elec. htg.& clg. List heat pumps on schedule Minimum efficiency Equipment schedule with type, capacity, efficiency Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss HVAC controls Temperature zones Deadband control Humidity control Automatic setback Dampers Optimum Start Heat pump control Combustion htg. Balancing Ventilation Control Thermostat interlock Economizers Air economizers Air Econo Operation Wtr Econo Operation Water Econo Doc Integrated operation Humidification Completion Requirements Commissioning Sys.Bai & Func.Test Commissioning Comm. Report Separate air sys. Mechanical Summary Form Service water htg. Elec. water heater Shut -off controls Heat Pump COP Indicate locations on plans Indicate 5 degree deadband minimum Indicate humidistat Indicate thermostat with night setback and 7 dill. day types Indicate damper location and auto. controls & max. leakage Indicate optimum start controls ndicate microprocessor on thermostat schedule Indicate modulating or staged control Indicate balancing features on plans Indicate demand control ventilation for high - occupancy areas Indicate thermostat interlock on plans Equipment schedule Indicate 100% capability on schedule Indicate 100% capacity at 45 degF db & 40 deg F wb Indicate clg load & water econoe & clg tower performance Indicate capability for partial cooling Indicate direct evap or fog atomization w/ air economizer Ducting systems Duct sealing Indicate sealing necessary Duct Insulation Indicate R -value of Insulation on duct Piping insulation Indicate R -value of insulation on piping Provide commissioning plan Indicate separate systems on plans yes yes yes 1443 Pipe insulation n.a. 1452 n.a. 1452 Heater Efficiency n.a. 1453 Pool heater controls n.a. 1454 Pool covers n.a. 1454 Pools 90+ degrees If "no" is circled for any question, provide explanation: Indicate air and water system balancing & functional testing Indicate O&M manuals, record drawings. staff training Indicate requirements for prelim. & final commissioning report Completed and attached. Equipment schedule with types, input/output, efficiency, cfrn, hp, economizer Indicate R•10 insulation under tank Indicate automatic shut -off Indicate R -value of insulation on piping Indicate minimum COP of 4.0 Indicate pool heater efficiency Indicate switch and 65 degree control Indicate vapor retardant cover Indicate R -12 pool cover Date Revised July 2007 11/29/2007 Location Building Department on Plans I Notes ged Electr Heating a Coo g q p tin E ut ment Pack 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14-1G. If a nationally recognized certification program exists for a product covered In Tables 14-1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed In the certification program. Gas -fired and oil -fired forced alr furnaces with Input ratings > 225,000 Btulh (65 kW) and a8 unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper Is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu/h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual 124-1991. Storage water heaters used in be calculated by combination space heat ASHRAE and water heat Standard appl shall have ei an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packs a ged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment sheellers or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one contras responding to temperature within the zone. Al a minimum, individual thermostatic of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone Is shut off or reduced to a minimum. Exceptions: 1. Special occupancy. special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, If in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F Inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature eetpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off - hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air Intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air Intakes. 3. Gravity (nonmotorized) dampers are acceptable In buildings less than 3 stories In height. 4. outlets In the rst ry ( relief and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High - Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 H2 of floor area. and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Alr economizers shall be of automatically modulating outside and retum air dampers to provide 100 percent of the design supply alr as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted ° terminal equipment lacking airside economizer, at outside air temperatures of 45 dry- bulb/40 wet -bulb and below. For this calculation, all factors including solar and Internal Toad shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air- cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception Is limited to a maximum of 20 tons per building. 1419.2 Documentation: Water economizer plans submitted for approval shall Include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. ' Design cooling load to be provided by economizer at thisoutslde air condition. 3. Heat rejection and terminal equipment performance data Including model number, flow rate, capacity, entering and leaving temperature In full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: Individual, direct expansion units that have a rated capacity less than 65,000 BluTh and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: if an air economizer is required on a cooling system for which humidification equipment Is to be provided to maintain minimum Indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Bluth shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadlabatic humidifiers cumulatively serving no more than 10% of e building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which Is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse Joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 Inches; seal all transverse joints, longitudinal seams and duct well penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed end function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating inferior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual d insulated supply air units with less than 2,800 cfm of total supply air capacity to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 1. EF C CAE c 50 gal storage 0 0.58 0 0.71 50 to 70 gal storage 0 0.57 0 0.71 > 70 gal storage 0 0.55 0 0.70 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14-1G. If a nationally recognized certification program exists for a product covered In Tables 14-1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed In the certification program. Gas -fired and oil -fired forced alr furnaces with Input ratings > 225,000 Btulh (65 kW) and a8 unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper Is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu/h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual 124-1991. Storage water heaters used in be calculated by combination space heat ASHRAE and water heat Standard appl shall have ei an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packs a ged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment sheellers or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one contras responding to temperature within the zone. Al a minimum, individual thermostatic of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone Is shut off or reduced to a minimum. Exceptions: 1. Special occupancy. special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, If in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F Inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature eetpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off - hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air Intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air Intakes. 3. Gravity (nonmotorized) dampers are acceptable In buildings less than 3 stories In height. 4. outlets In the rst ry ( relief and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High - Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 H2 of floor area. and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Alr economizers shall be of automatically modulating outside and retum air dampers to provide 100 percent of the design supply alr as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted ° terminal equipment lacking airside economizer, at outside air temperatures of 45 dry- bulb/40 wet -bulb and below. For this calculation, all factors including solar and Internal Toad shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air- cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception Is limited to a maximum of 20 tons per building. 1419.2 Documentation: Water economizer plans submitted for approval shall Include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. ' Design cooling load to be provided by economizer at thisoutslde air condition. 3. Heat rejection and terminal equipment performance data Including model number, flow rate, capacity, entering and leaving temperature In full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: Individual, direct expansion units that have a rated capacity less than 65,000 BluTh and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: if an air economizer is required on a cooling system for which humidification equipment Is to be provided to maintain minimum Indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Bluth shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadlabatic humidifiers cumulatively serving no more than 10% of e building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which Is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse Joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 Inches; seal all transverse joints, longitudinal seams and duct well penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed end function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating inferior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual d insulated supply air units with less than 2,800 cfm of total supply air capacity to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 1. 2006 Washington State Nonresidential Energy Code Compliance Form 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10.000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels Immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.6 Heat Pump Controls: Unitary air cooled heat pumps shall Include microprocessor controls that minimize supplemental heat usage during start-up. set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall Indicate when supplemental heating is being used through visual means (e.g„ LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 000 ` EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 2. are Isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally Insulated per Table 14-5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1416 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 end the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) November 26, 2007 Revised December 5, 2007 Mr. Paul Nascimento Tricarico Architecture & Design PC 500 Valley Road Wayne, NJ 07470 RE: Coach Store Southcenter Mall Seattle, WA Dear Paul: Mg Consulting Engineers Attached please find calculation sheets S1 through S7, dated November 16, 2007, which verify the structural adequacy of the storefront framing and Tight gauge framing at the Coach Store located in Seattle, Washington, as shown on drawings S100 through S600, dated December 11, 2007. Design is based on the requirements of the 2006 International Building Code. If you have any questions or need further information, please call. Sincerely, Gregory Mines GM /se Attachments 207668/calcletter revised - tricarico- 120507.doc FILE COpy Permit No. ''��'� •� r 7 71 P r f omissions. REVIEWED FOR CODE COMPLIANCE APPROVE JAN 1 2200 Of Tukwila BUIIG DM . ION 111 SW Filth Avenue, Suite 2500 Portland, Oregon 97204 -3628 (503) 227 -3251 Fax (503) 227 -7980 Seattle Iacom,r Pnrlldnd Eugene San I'an i n Sacramento I os Angeles ',vine San Diego Phueni, Denver 5t. Louis New Yorh Portland, Oregon Mil Consulting Engineers Project ('�„ Location ' <3o1�1; Client Date it i Revised Date Sheet No. Job No. tv.vcL- `z4� SPSF f✓E _ ■0('51 ( p rS Ake 4 ZPSF wt. 5 lo 5 5 •C = 1.5 59 5 = ,,c 1-' al P 504 \Iti P r e t . \a tc -- Z, 5 e - 1 'C)G.St 1 Z) ; 2 : . 3 5 c 7 . 5 kivp 3 tj --- leiav t.J5 c c t 8a (.3 5. Li f5` 61-P55' Portland, Oregon Hap Consulting Engineers Project eACO- Location C E� - 'a f ! 1 ►k Client By 1. ✓J\ Date t (v Revised Date Sheet No. C L Job No, SelA Luz (> F 'Z- LL 4 .q (. .7.? 5 L Ll �' I� Li 5 � �� 9 K G , l-t 5S T `� t Z; 49: Cf -- 1 46 , tc-51. • 10.3 9 Portland, Oregon BMW Consulting Engineers Project (4°G1 Location evc.c { CNent By Date Revised Date Sheet No. Job No. 5,C, C o JMti ��• C. c_JCV1 ry j 2= Z . ► P L_r- ( z - L, - 14 -1(c ,, 4V-N= 5d 1�,Q ✓6� • Portland, Oregon Eigli Consulting Engineers Project Location G t / A Client BY et AA. Date k ( G Revised Date Sheet No. S � Job No. ••c C ar2EA CUL . -c tLE LsAt)J 7 . 15nsc= L.v - /-0P5 z coo 1 (4 " 42..EA _ 4T"e /4 20 PL r (54?�CL t o C 1� ; d tit c 1a a L.1 ?cr= (2b►6;kc 43 4 (..kit 53 L4 5 k µ d c - 8 4-49 , (c, G��U L tkt L AI = X 2'3/ �Z ' ( eoC 1 c -Ig - �2 61,-1e s cut -t,) = 5 5 ►L: /Z• 5 /z = 4► LE o a /01(-- \&,/ .5?0,c Point-Of -Use Electric Commercial Water Heaters 120, 208, 240, 277 and 280 voltages RUUDD Available in Sizes Ranging From 2 -1/2 - 30 Gallon Tank -Type Models 1440 Watts thru 6000 Watts Rheem -Ruud point -of -use electric commercial water heaters are designed to provide hot water at the consumption point, eliminating costly temperature loss in long piping runs. Well suited for a wide variety of applications, point -of- use heaters are small enough for installation in limited spaces under coun- ters, mop sinks, cabinets, or any remote area where modest quantities of hot water are required. They are ideally suited for applications in retail stores, public restrooms, office washrooms, kitchen and mop or bar sinks. Construction Features: • Long life tank design — proprietary steel formulation with a unique coat of high temperature porcelain enamel to maximize corrosion resistance resulting in a superior tank design. A patented R -Tech anode rod provides advanced technology; equalizing aggressive water action while prolonging the effective life of the anode rod and in turn the life of the tank. • Long life heating elements — Our patented resistor elements are designed with a specially treated, double layer of magne- sium oxide and copper to resist corrosion. • Efficient design — Rigid polyurethane foam insulation provides superior insulating qualities resulting in reduced operating costs. Certifications and Ratings: • Optional wall mounting kit — The wall mounting kit provides an easy way to mount the unit off the floor, out of the way for more use- able floor space in a small area. Each kit is designed to be used on walls with 16" stud centers. All necessary parts are included in this easy to install kit. (Note: The 2 -1/2 gallon model comes stan- dard with a wall mounting kit.) • Automatic temperature control — A surface mounted thermostat automatically cycles on and off to maintain the water temperature at a desired preset level. • Temperature limiting control — Automatically and safely cuts off the power in the unlikely event that the water temperature exceeds 190 °F. • Temperature and pressure relief valve — AGA/ASME rated and factory installed. • Efficiency — these models meet the minimum energy factor requirements of ASHRAE Standard 90.1 b -2001 (Part of the Federally mandated Energy Policy Act (EPact)). Also exceeds energy efficiency codes of all states including California Energy Commission (CEC). • Safety and construction — these products are design certified by Underwriters Laboratories (UL) to meet UL standard 174 as electric storage tank water heaters. All models are North Carolina Code compliant. CERTIFIED FOR A 150 PSI MAXIMUM WORKING PRESSURE. Continued on reverse, DIMENSIONA; MODEL NUMBER MIN WATTS MAX WATTS INFORMAT TANK CAPACITY ( A dtttiens ionsshownan,E B C iglish and D Metiloyi '° E : APPROXIMATE SHIPPING �� :a WEIGHT GALLONS LITERS Inches mm Inches mm Inches mm Inches mm Inches mm LBS. KGS. EGSP2 1,440 1,500 2.5 9 14 356 9-3/4 248 - - - - - - 18 8 EGSP6 1,500 6,000 6 23 15 -1/8 384 15-3 400 12 -5/8 321 11 -5/8 295 4 -1/4 108 41 19 EGSP10 1,500 6,000 10 38 22 -7/8 581 15 400 20 -3/8 518 19 -3/8 492 4 -1/4 108 53 24 EGSP15 1,500 6,000 15 57 24 -1/4 616 17 -3/4 451 21 -7/8 556 19-3/8 492 4-5/8 117 65 29 EGSP20 1,500 6,000 19.9 75 25-1/8 638 19-3/4 502 22 -5/8 575 19 -3/8 492 5 -1/8 130 76 34 EGSP30 1,500 6,000 30 114 30 762 21 -3/4 533 23 584 23 584 2 -3/4 70 115 52 Water Thermostat Minimum Maximum High Temperature Temperature Type: Temperature: Temperature: Limit: Ratings: Surface Mounted 110 °F (43.3°C) 170 °F (76.7°C) 190 ° F (87.8 °C) PRODUCT ELEMENT WATTAGE AVAILABILITY-11'',' , SINGLE PHASE OPERATION : :.....:: ONLY 120 V 208 V 240 V 277 V 480 V 1,440 Y "' NA NA NA NA 1,500 Y Y Y N/A N/A 2,000 Y Y Y Y Y 2,500 Y Y Y NA NA 3,000 Y Y Y Y Y 4,500 NA Y Y' Y' Y 6,000 NA Y Y Y Y Not available in "EGSP2 available EGSP6 & EGSP10 only in these configurations ELECTRICAL ELEMENT WATTAGE CHARACT SINGLE PHASE OPERATION ONLY 120 V 208 V 240 V 277 V 480 V 1,440 12.0 NA NA NA NA 1,500 12.5 7.2 6.3 N/A N/A 2,000 16.7 9.6 8.3 7.2 4.2 2,500 20.8 12.0 10.4 NA NA 3,000 25.0 14.4 12.5 10.8 6.3 4,500 NA 21.6 18.8 16.2 - 9.4 6,000 NA 28.8 25.0 21.7 12.5 All models employ 1 heating element resulting in a 2 -wire outlet (single phase) electrical configuration. (RECOVERY Recovery in U.S. at Various Temperature ELEMENT WATTAGE Gallons 40 (22 CAPACITIE /Hr. Rises °F °C) (GPH) an I 1 60 °F (33 °C) LL V' -2_ 2 4' LPH) 100 °F (56 C) 120 °F (67 C) GPH LPH GPH LPN GPH LPH GPH LPH GPH LPH 1,440 15 55 10 37 7 28 6 22 5 18 1,500 15 58 10 38 8 29 6 23 5 19 2,000 20 77 14 51 10 38 8 31 7 26 2,500 25 96 17 64 13 48 10 38 8 32 3,000 30 115 20 77 15 58 12 46 10 38 4,500 46 173 30 115 23 86 18 69 15 58 6,000, 61 230 41 153 30 115 24 92 20 77 Point - Of-Use continued. NOTE: Basic model numbers are listed. When ordering, specify electrical input to determine specific model number. Example: Basic Model - EGSP6 Specified Input - 6,000 Watts Specific Model Number - EGSP6 -6 MODELS: EGSP6 EGSP10 EGSP15 EGSP20 EGSP30 Water Connections 3/4" NPT MODEL: EGSP2 Water Connections 1/2" NPT Recommended Specifications: Limited Warranty: 5. T Water heater(s) shall be model , manu- factured by RHEEM -RUUD, having electrical input of kW and a recovery rate of GPH at a 100 °F temperature rise. Water heater(s) shall have a storage capacity of gallons. Water heater(s) shall have the UL seal of certification and be factory equipped with an AGA /ASME rated temperature and pressure relief valve. Tank(s) interior shall be coated with a high temperature porcelain enamel and furnished with an R -Tech resistored magnesium anode rod rigidly supported. Water heater(s) shall meet or exceed the energy factor requirements of ASHRAE Standard 90.1b- 2001. Tanks shall have a working pressure rating of 150 psi, and shall be completely assembled. Water heater(s) shall be equipped with a copper, resistored, "screw -in" type element. Tank shall be insulated with rigid polyurethane foam insulation. Water heater(s) shall be equipped with a surface mounted thermostat with an integral, manual reset, high limit control. Water heater(s) shall be covered by a three year limited warranty against tank leaks. This product features a three year limited warranty against tank leaks. Please refer to Commercial Warranty Information brochure for complete warranty information. 1n keeping with its policy of continuous progress and product improvement Rheem-Ruud reserves the right to make changes without notice. Rheem Water Heaters • 101 Bet Road, Montgomery, Alabama 36117 -4305 • www.rheem.com PRINTED IN U S A 04/05 WP C O M M E R C I A L WATER HEATERS FORM NO RR102CE -4 Rev. 0 �s .gym RUUD TRICARICO* 30 January 2007 Mr. William Rambo 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 Dear Mr. Rambo Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692-0222 F (973) 692-0223 www.tricarico. com Nicholas J. Tricarico, Architect RE: Tenant Comments COACH 607 Southcenter Mall Suite 1540 Seattle, WA 98188 Plan Review # D08010 • Thank you for your timely review of the construction documents for the above - mentioned project. Listed below are the tenant comments received on 01/11/08 and implemented into the construction documents. Corrections to the permit set are listed below and are clouded on the drawings as delta #2. Sheet A000: 1. Updated Owner contact & updated Architect Contact Sheet A001: 1. Sales area wall finish amended to (P-4) on Room Schedule. (P -4) and (P -5) paint finishes added and VP -1 plaster finish removed on Finish Schedule. 3. Size of marble tile (T -1) revised to 18 x 18. Sheet A002: 1. Paint finish (P -5) on storefront & entry doors amended, see details A, 1 & 4/A002. 2. Carpet finish (F -11) added to sales /stock transition detail, see 5/A002. Sheet A101: 1. Location of Door #6 (hallway to sales) adjusted on New Work plan. 2. Location of sales area chase walls /piers adjusted on New Work plan. 3. Landlord Note — added regarding fire rating of wall assembly added to partition type #2. 1)o8- 01 Page 1 of 4 REVISION NO. I MAR 212008 4. Building Dept. note regarding 11 No. 465 wall assembly added to New WI "lan. 5. Note referencing U.L. No. 464 wall assembly added to wall partition types 1, IA and 2. Sheet Al 02: 1. S ales area pendant lights (CT -10p) removed from Reflected Ceiling Plan. 2. Wood trim (C -1) in sales area reflected ceiling plan adjusted — see details 6 & 10 /A201. 3. Location of recessed lights (CTX) and supply air diffusers in sales area ceiling adjusted. 4. Note #6 added — Sprinkler heads to be brilliant white heads and flush heads. Sheet A102.1 1. See comments above for Sheet A102. Sheet A103 1. Lighting for perimeter sales area millwork revised on Power & Millwork Lighting Plan. 2. Smoke detector test station and security cameras removed from electrical symbol legend. Sheet A104: 1. Sales area perimeter millwork revised on Floor Fixture Plan. Panel with lit shelves (F -29 -2) added to Fixture Schedule. Sheet A105: 1. Size and location at marble tile and carpet revised on Floor Finish Plan. Detail B /A105 removed (plywood/marble tile transition). Sheet A106: 1. See comment #1 on Sheet A104 above. Sheet A200: 1. Interior elevations amended with new sales area perimeter millwork. Sheet A201: 1. Detail 2/A201 removed (ceiling pop up detail). New storefront framing system added to details 3 & 9/A201. 2. Detail 4/A201 removed (storefront detail). 3. Ceiling trim detail 6/A201 and 10 /A201 revised — 6" wide wood trim Sheet A300: 1. Storefront elevations, plan, plan detail, base detail and mullion details, revised with new 2x4 storefront system. 2. Polished stainless steel reveals at storefront replaced with 3/4" white metal reveals. Page 2 of 4 Sheet A301: 1. See comments on Sheet A300 a e. Sheet S201: 1. Detail 2/S201 (Reflected Ceiling Plan) removed. Sheet S300: 1. Storefront elevations and farming system details revised with new 2x4 storefront framing system. • J VAS beet M100: Split system removed from mechanical schedules, work responsibility and mechanical pl tion of sales area supply air diffusers adjusted. See Mechanical Plan. to VAV units as per Landlord comments. st station removed. damper detail amended — layin diffuser gril 00. eat added to VAV units. 1 2. Lo 3. Heat add 4. Smoke detector Sheet M200: 1. Support for the remote vol 2. AHU support detail removed 9 3. Heat gain/loss calculations amended Sheet E100: 1. Split system removed. 2. Heat added to VAV units. 3. Lighting for perimeter millwork amended on Pow • 1 Sheet E101: 1. See comments on Sheet A102 above. 3. Electrical riser Sheet FA1 1. Loca n of Fire Alarm device in stockroom revised Page 3 of 4 • Sheet E200: 1. Electrical panels rebalance due to revised lighting, power plan and mechanical equi 2. HVAC connection sci - dule adjusted. Heat added to VAV units. AHU -1 and CU -1 specs emoved agram adjusted. Conduit size revised and heat added to VAV units. added instead at linear slot diffusers. ent. • • If you have any additional questions or concerns, please do not hesitate to contact me. Sincerely, Paul Nascimento Assistant Project Manager Tricarico Architecture and Design PC cc: Tricarico file #70443 ACTIVITY NUMBER: D08 -010 DATE: 03 -21 -08 PROJECT NAME: COACH SITE ADDRESS: 607 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #__ X Revision # 1 After Permit Issued DEPARTMENTS: Bull DI i ion Public Works Dirrwl kik 3. 17 49 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28 -02 * PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP Fire Prevention Structural Incomplete 4 IOW 1v.-. Planning Division till n U Permit Coordinator DUE DATE: 03 -5-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R UTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: u✓ ❑ No further Review Required DATE: DUE DATE: 04 -22 -08 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D08 -010 DATE: 01 -08 -08 PROJECT NAME: COACH SITE ADDRESS: 607 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTM NTS: r 06 B i •. g Division ublic Works , 1_, A TERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28 -02 511 ,4v& Fire Prevention J Structural Incomplete n TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: • DUE DATE: 01-10-08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DATE: DATE: M Division Permit Coordinator n Not Applicable Not Approved (attach comments) DUE DATE: 02-07-08 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 3 UA 1)'1,A ,11-t"r' vi Summary -kc' of Revision: A ,' cra( Ciwyy p s `e - �rofrvi 04 4VC wir 1 Received by: Received by: ; r . 4 a „i IZn ,¢,. 4 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: COaCL • SITE ADDRESS: ( ,SOv-4\ M4L REVISION LOG PERMIT NO: 41 ?) e- 0 ( 0 ORIGINAL ISSUE DATE: -1 -00 (please print) (please print) (please print) (please print) (please print) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /P Plan Check/Permit Number: DO $ —D / ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # / lsermrt is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 0_,t) 60 A1Q0 Tttk; f� 4J,- ?gi of Contact Person: Tha r, Z e rrzyet_ Phone Number: 6, 2J - SSS Summary of Revision: r A Le_fte'r haArret Je? rde 7► + „ Project Name : Project Address: kart v4..(2 Qa i e V Er) H e_41; 1 i c - g Cry krC41, e ZnP � Sheet Number(s): A bbo kb,/ A4,2. i A to l A i02 �� /oz. "Cloud" or highlight all aims of /evision i date of Received at the City of Tukwila Permit Center by: !Entered in Permits Plus on 1 -ilk lapplications\forms- applications on line m- vision submittal Created: 8-13 -2004 Qwienei• 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 2.t ? A- S /k/ L ; di n !'� fr cJtZ17 — / H /03 i N /ds 14 14C it ,)25i AAA, , s,L S2 e/ `_2 i Ste S1 Steven M. Mullet, Mayor Steve Lancaster, Director MECl;1VED CITY OF IMO/1U% MAR 21 2068 CENTER [Date] Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 • • Tenant Acknowledgment Letter Tenant improvement permit for [tenant name], Tukwila Permit No. /V DV[ 0 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy (i.e. Open for Business) for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. This condition is hereby acknowledged by: Title': Tenant Name: Anthony Galvin Vice President Real Estate, Store Planning and Construction 1 Note that the letter is to be signed by the responsible officer of the tenant (ie business manager, business president, vice president, CEO etc). The contractor, contact person for the project nor the architect will not be acceptable. License Information License NATIOCI052P3 Licensee Name NATIONAL CONTRACTORS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601665398 Ind. Ins. Account Id Business Type CORPORATION Address 1 4300 BAKER ROAD Address 2 City HOPKINS County OUT OF STATE State MN Zip 55343 Phone 9528816123 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 10/23/1995 Expiration Date 3/11/2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date HOAGLUND, JOHN R 01/01/1980 FRITZ, MICHAEL 01/01/1980 Look Up a Contractor, Electron or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Bond Information Bond #4 Bond Company Name FIDELITY & DEPOSIT CO OF MD Bond Account Number 8503394 Effective Date 06/28/2002 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount $12,000.00 Received Date 07/03/2002 Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= NATIOCI052P3 03/18/2008 LANDLOR NOTES: = SEPARATE TENANT PERMIT REQUIRED FOR: Mechanical IMPROVEMENT PRELIM. LANDLORD REVIEW 12-11-07 i A 12 LANDLORD COMMENTS FOI P �����. Approval ' ����• TENANT COMMENTS ® 'EOCk R t ®N�� � CaD OP ONO _ 3 O� PR C� S �� COPY � �+ �,ZB LANDLORD NOTES: I. REAR EXIT DOOR CANNOT SWING INTO CORRIDOR AND MUST BE ENCLOSED WITH AN ALCOVE. IF CORRIDOR IS RATED ALCOVE AND DOOR MUST BE RATED TO MATCH. ALCOVE TO HAVE 1' -O" HIGH GYP. BD. CEILING WITH RECESSED LIGHTING. FINISH OF ALCOVE AND DOOR TO MATCH THE FINISH OF CORRIDOR. TENANT IS TO INSTALL A DOORBELL LOCATED 5' -6" ABOVE FINISH FLOOR. 2. REAR DOOR SIGNAGE: TENANTS NAME AND SPACE NUMBER INSTALL 2" HIGH, DIE GUT, VANDAL PROOF, WITH HELVETICA BLOCK STYLE LETTERS ON A RED BACKGROUND MOUNTED 5' -O" ABOVE FINISH FLOOR, CENTERED ON DOOR. 5. INSTALL 4 "x4 "x4' -O" STAINLESS STEEL, 10 GAUGE STAINLESS STEEL CORNER GUARDS ON OUTSIDE CORNERS OF ALCOVE. 4. PROVIDE STRUCTURAL CALCULATIONS ON ANYTHING HUNG OR ROOF MOUNTED EXCEEDING 350 POUNDS. PROVIDE LETTER FROM BASE BUILDING ENGINEER. 5. ALL CONNECTIONS TO METAL DECK SLABS FOR STRUCTURAL LOADS SHALL BE EITHER PRESET OR DRILLED IN ANCHORS. 6. PERMIT 15 REQUIRED FOR ALL STORAGE RACKS MORE THAN 5' -1" IN HEIGHT. SEE SOUTHGENTER PLAN SUBMITTAL CHECKLIST. NO RACK STORAGE IS ALLOWED 12-0" OR HIGHER. VERIFY WITH FIRE MARSHALL WHETHER SIDE SLIDING STOCK ROOM SHELVING WILL BE ALLOWED SINGE FIRE PROTECTION LANDLORD'S SPRINKLER SYSTEM IS DESIGNED FOR ORDINARY HAZARD GROUP 2. 7. LANDLORD SHALL PROVIDE 6" METAL STUD FRAMING FOR ALL DEMISING WALLS. TENANT IS TO INSTALL 5/8" TYPE X GYPSUM WALLBOARD TENANT'S SIDE DEMISING WALL. TENANT MUST MAINTAIN A 6" MINIMUM CLEAR OPEN HEIGHT ABOVE MALL COMMON TENANT DEMISING WALLS AND BELOW STRUCTURE. 8. GASHWRAP MUST MEET ALL ADA GODES. GASHWRAP REQUIRES A FLAT SURFACE AT LEAST 54" HIGH AND 36" WIDE DESIGN WITHIN THE GASHWRAP COUNTER. LIFT UP HINGED LEDGES OR PULL OUT SHELVES WILL NOT BE ACCEPTED. 6[. VINYL OR RUBBER BASES ARE NOT ALLOWED IN FORWARD SELLING AREA. 10. LANDLORD SHALL PROVIDE A TENANT FIRE SERVICE MAIN DESIGNED TO PROVIDE 650 GALLONS PER MINUTE AT AN ADEQUATE RESIDUAL PRESSURE TO THE HYDRAULICALLY MOST REMOTE TENANT SPACE. THE FIRE SPRINKLER MAIN WILL BE STUBBED BY LANDLORD INTO EACH TENANT'S SPACE. THE LANDLORD'S SPRINKLER SYSTEM SHALL BE DESIGNED PER ORDINARY HAZARD GROUP 2 AND THE LATEST REQUIREMENTS OF NFPA 13. NO ISOLATION VALVES WILL BE PROVIDED OR PERMITTED, H. TENANT SHALL CONNECT A FIRE SPRINKLER SYSTEM TO LANDLORD'S SPRINKLER MAIN WITHIN THE DEMISED PREMISES USING APPROVED MECHANICAL FITTINGS. TENANT SHALL PROVIDE AND INSTALL ALL BRANCH PIPING AND SPRINKLERS REQUIRED TO COMPLETE THE SPRINKLER SYSTEM WITHIN THE TENANT SPACE. TENANTS SPRINKLER DESIGNS SHALL BE BASED UPON THE REQUIREMENTS OF THE STATE OF WASHI INGTON, CITY OF TUKWILA FIRE DEPT. 12. TENANT SHALL ENGAGE THE SERVICES OF A LANDLORD PREFFERED FIRE SPRINKLER CONTRACTOR TO DESIGN, PERMIT AND INSTALL TENANT'S FIRE SPRINKLER IN ACCORDANCE WITH THE BASE BUILDING DESIGN SPECIFICATIONS. SPRINKLER LAYOUT AND PIPE SIZING SHALL BE HYDRAULICALLY DESIGNED ACCORDING TO ORDINARY HAZARD GROUP 2 AND THE LATEST REQUIREMENTS OF NFPA 15. 13. ANY TENANT THAT HAS 50 OR MORE SPRINKLER HEADS WILL REQUIRE A 3rd PARTY REVIEW. THE 5rd PARTY REVIEW MUST BE DONE BY A FIRE PROTECTION ENGINEER (F.P.E.), LICENSED IN THE STATE OF WASHINGTON AS APPROVED BY THE FIRE DEPT. AND LANDLORD. CONTACT THE FIRE DEPARTMENT OR THE TENANT COORDINATOR WITH ANY QUESTIONS REGARDING THIS REQUIREMENT. 14 REQUIRED FIRE ALARM SUBCONTRACTOR: GUARDIAN SECURITY Q455 PROVOST ROAD NW SILVERDALE, WA 18383 (360) 612 -3738 (TEL) (560) 612 -6857 (FAX) CONTACT: BOB VEZZANI, bvezzoni@guordionsecurity.com ADMIN. PONY MAURICE, pmourice @guordlonsecurity.com 15. TENANT SHALL PROVIDE AND INSTALL COMPLETE TELEPHONE SERVICE SUPPORT FACILITIES AS REQUIRED BY THE SERVING TELEPHONE COMPANY. 16. ALL TENANT TELEPHONE EQUIPMENT SHALL BE CONTAINED WITHIN THE TENANT'S SPACE. 17. TENANT SHALL PROVIDE PLENUM RATED WIRE FROM THE TELEPHONE ROOM TO TENANT'S TELEPHONE EQUIPMENT WITHIN THE DEMISED PREMISES. THE USE OF THE LANDLORD SUPPLIED GABLE TRAY IS ALLOWED. 18. ANY CORRIDOR WALL PENETRATIONS WILL NEED TO BE FIRE CAULKED AS REQUIRED. I6[. NO TEMPORARY POWER WILL BE PROVIDED TO TENANT SPACES. TENANT CONTRACTORS ARE ADVISED TO BRING STEP DOWN TRANSFORMERS AND PANELS OR AN APPROPRIATE GENERATOR UPON THE START OF CONSTRUCTION AS THE LANDLORD IS NOT PROVIDING CONSTRUCTION POWER. TENANT CONTRACTORS WILL NOT HAVE POWER FOR CONSTRUCTION UNLESS THESE ARRANGEMENTS HAVE BEEN MADE. 20. TENANTS WHO REQUIRE 50 SPRINKLER HEADS OR MORE WITHIN THEIR DEMISED PREMISES ARE REQUIRED TO COMPLETE A 3rd PARTY REVIEW PRIOR TO THE FIRE DEPARTMENT SPRINKLER PERMIT SUBMITTAL. TENANTS SHALL UTILIZE THE FOLLOWING WASHINGTON STATE REVIEW BOARD ENGINEER FOR THIS REVIEW: TUAZON ENGINEERING, PLLC ERIC P. TUAZON, PE 4322 NE 7th STREET RENTON, WA 18051 (425) 1I� -1683 (TEL.) Net (425) 117 -1"105 (FAX) ERIC©TUAZON.COM (E-MAIL) THE COST OF THIS 3rd PARTY REVIEW WILL BE BORNE BY THE TENANT OR TENANT GENERAL CONTRACTOR AND WILL BE BILLED AS A PART OF THE TENANAT'S SPRINKLER CONTRACTOR COSTS. Electrical lumbing Gas Piping City of Tukwila BENIS=ON the gfany gdoptad Or d• � of approved Field Copy and conditions is By ; Date :, s S� 2 ~ . No cof hanges work s h a ll b e mad #o cope wi thout prior approval the s of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. BUILDING DIVISION City of Tukwila • LOGATION MAF �3U I LIB I N G DEPARTMENT T ATA l�� � � ' ROJ CT DIRECT � ° Lj y � , , NOTES � L I� RA1^I I N G INDEX _ _ °�t�' r• 3��fi+i r � ; € � f , r ;. ,4 > f^ 4 � ; ' ry , N A i4, a?r� ? �. r �^ v.5 `' , r ,, w,� 'Z,. 1` 5 S:rtrlSt s r si`2m.� t t ; .4tt a., = ' s� '`�;r '�tFl CY afi c _ ' s `h : n '" <rr_,�M °��� ry PLAN Si5°33tSP: � % > '' : _ "'' `. v � ; 5 •d" 4 7, ' b 'n . . .,' F x ' � ' g s > � 6 � , .� ? ' � 4 = , 4 ;: .. ,5nand 2 r rSArd w 4• m s ,ie;~nsr 4 • r : ireck Ar S.b;;1S ' -. ;„ s in` 6 ,� o I �, r ; �. 1. s; ".* ,; T. 4 - d St $ . ErMa�S_ ; . ' s ..:,s, >, � r - -. ;• " t.'; .,. . 5 '�'`: ' SITE PLAN CODE REV I E.\. I NEORMAT I O \ OW\ .ER CONTACT I. THE WORK DELINEATED IN THESE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO ALL CODES AND STANDARDS THAT HAVE JURISDICTION I N THE STATE OF WASHINGTON, AND THE CITY OF TUKWILA. 2. ALL REQUIREMENTS AND REGULATIONS PERTAINING TO THE HANDICAPPED AND OSHA MUST BE INCORPORATED IN THE WORK EVEN THOUGH THEY MAY NOT BE LISTED INDIVIDUALLY AND SEPARATELY IN EITHER THE DRAWINGS OR SPECIFICATIONS. 3. THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS AND GOVERN UNLESS OTHERWISE NOTED OR SPECIFIED. 4. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO SUBMISSION OF BIDS. COMPARE ARCHITECTURAL DRAWINGS WITH MECHANICAL AND ELECTRICAL DRAWINGS, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT" NO INFORMATION OR DETAILS ON THE DRAWINGS OF THIS PROJECT MAY BE USED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. 5. D N OT S CALE D RAWINGS. S. UNLESS OTHERWISE SHOWN OR NOTED, ALL TYPICAL DETAILS SH ALL BE USED WHERE APPLICABLE. 7. ALL DETAILS SHALL BE CONSIDERED TYPICAL AT SIMILAR CONDITIONS. 8. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF THE PERSONS 4 PROPERTY AND FOR ALL INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. THE ARCHITECT'S OR ENINEER'S JOB SITE REVIEW IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES• 1" CONSTRUCTION WORK WILL NOT BLOCK HALLWAYS OR MEANS OF EGRESS. 10. CONTRACTOR SHALL REFER TO GENERAL NOTES AS DESCRIBED ON EACH DRAWING SHEET AND INCORPORATE AS A PART OF THIS SCOPE OF WORK. II. ABSOLUTELY NO SUBSTITUTIONS WILL BE ALLOWED, UNLESS APPROVED BY THE ARGHITEGT IN WRITIN. 12. G.G. SHALL FURNISH ONE EMPTY DUMPSTER AT STORE TURNOVER TO OWNER FOR STORE'S DISPOSAL OF CARDBOARD, TRASH, ETC. 13. REFER TO SHEET AS05 FOR REQUIRED SHOP DRAWING S UBMITTALS. 14. ALL BIDDING CONTRACTORS TO REFER TO LANDLORD TENANT CRITERIA FOR CONSTRUCTION REQUIREMENTS AND MALL STANDARDS. 15. ANY DISCREPANCIES IN THESE CONSTRUCTION DOCUMENTS TO BE REPORTED TO ARCHITECT IMMEDIATELY DURING EITHER BIDDING AND/OR CONSTRUCTION. ARCHITECTURAL APPLICABLE CODES: ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS 4 CONSTRUCTION CRITERIA OF THE LANDLORD AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY THE TENANT'S CONTRACTOR. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE TENANT'S CONTRAGTOR(S). APPLICABLE CODES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: APPLIGABLE CODES: A000 COVER SHEET ASOI ARCHITECTURAL SPECIFICATIONS ASO2 ARCHITECTURAL SPECIFICATIONS AS03 ARGHITEGTURAL SPECIFICATIONS A001 RESPONSIBILITY, ROOM FINISH SCHEDULES A002 DOOR HARDWARE SCHEDULE A100 DEMOLITION FLAN 4 NOTES AIOI NEW WORK PLAN A102 REFLECTED CEILING PLAN - NOTES A102.1 REFLECTED CEILING PLAN - DIMENSIONS A103 POWER MILLWORK LIGHTING A104 FLOOR FIXTURE PLAN A105 FLOOR FINISH PLAN A106 ENLARGED MILLWORK a ALIGNMENT PLAN A200 INTERIOR ELEVATIONS 4201 ARCHITECTURAL DETAILS ,4202 TOILET ROOM PLAN ELEVATIONS A300 STOREFRONT ELEVATION 4 DETAILS O STOREFRONT SECTIONS A400 GASHWRAP - ACCESSIBLE CONSTRUCTION MANAGER 2 DAVID Z I DEL GOAGH 516 WEST 34TH ST. 6th FLOOR NEW YORK, NY 10001 (212) 146 -3144 (TEL) ARC - ITEGT CONTACT SENIOR PROJECT MANAGER ANGELD GAPUTO 500 VALLEY R. WAYNE NJ 074-70 (175) 612 -0222 (TEL) (173) 612 -0223 (FAX) ANGELOC @TRICARICO.COM (EMAIL) PROJECT MANAGER BRIAN HARE 500 VALLEY R. W AYNE, NJ D 747D (173) 612 -0222 (TEL) (173) 612 -0225 (FAX) BRIACH@TRICARIGO.COM (EMAIL) TENANT COORDINATION BUILDING STRUCTURAL: 2006 INTL. BUILDING GODS CODE, W PT. 51 -50) (STATE BLDG. CODEAG CH PLUMBING: 2006 INTL PLUMBING CODE - (STATE BLDG. GODS WAG GHPT. 51 -5 ELECTRICAL: 2005 NATIONAL ELECTRICAL CODE MEC HANI C AL : 2006 INTI. MECHANICAL CODE - (STATE BLDG. CODE, WAG GHPT. 51 -52) ACCESSIBILITY': 2005 ANSI GHPT. II FIRE SAFETY: 2006 INTERNATIONAL FIRE CODE (STATE BLDG. CODE, WAG GHPT. 51 -54) ENERGY: 2006 WA STATE ENER CONV. GODS BUILDING DATA: SIOO NOTES AND DRAWING INDEX 5200 FLOOR PLAN 5201 REFLECTED CEILING FLAN 5300 STOREFRONT ELEVATION AND SECTIONS 5400 MISCELLANEOUS DETAILS 5500 MISCELLANEOUS DETAILS MECHANICAL CONSTRUCTION GLASS: 115 (SECT. 602) OCCUPANCY GLASS: M- MERCHANTILE (SECT. 301) TENANT SPACE DATA: GROSS NET WESTFIELD CORPORATION, INC. TENANT COORDINATION DEPT. JOUSHUA KIMMEL PRJECT MANAER 601 WILSHIRE BLVD. 14th FLOOR LOS ANGELES, GA 6 [0025 �1 (310) 813 -4761 (TEL) JKIMMELc�WESTFIELD.GOM (EMAIL) O5I TE GO ITAGT TOTAL AREA 2,310 SQ. FT. 2,055 SQ. FT. SALES FLOOR: 1,545 50. FT. 18 50. FT. STOCK ROOM: 517 50. FT. 451 50. FT, TOILET ROOM: 133 5Q. FT 108 SG. FT HALL WAY: 115 SQ. FT 138 SQ. FT OGGUPAh LOAD: (TABLE 1004.1.1) 0 ) I MSDI MEGHANIGAL NOTES M100 MECHANICAL PLAN 4 SCHEDULES M200 MEGHANIGAL DETAILS & CALCULATIONS PLUMBING - •luI= 111. . ■■ I , _ 1 °� •ii ��`" IIITT . - IIlI � o s. o o p o o 0 o p ° 0 0 0 ®o ' m'o�,' ' v I� ■s , ��� ` \ ° I _ ° ®��� ■ ■ ° : I�� � ° ����� ° P100 PLUMBING PLAN, DIAGRAMS, 4 NOTES ELEGTRIGAL .� � i °1 -�' ��� SALES FLOOR /HALLWAY /TOILET: 1,873 5Q. FT. / 50 SQ. FT. PER PERSON = 63 PEOPLE STOCK ROOM: 51T SO. FT. / 300 5Q. FT. PER PERSON = 2 PEOPLE TOTAL OCCUPANT LOAD: 65 PEOPLE T ENANT SEPARATO: 0 HR. (TALE 402. CORRIDOR RATING: I HR. (TABLE 1017.1) CO LUMN RAT O HR, CEILING RATING: O HR, SALES /STOCK PARTITION RATING: 0 HR. (TABLE 505.5 3) MIN. CORRIDOR WIDTH: 44" (SECT. 10112) MIN. AISLE WIDTH: 56 (SECT. 1014.4.1) TOILET ROOM REQUIREMENTS: (TABLE 2102.1) ! i 1 L : I I I I i I H II u h 1 . _� r �� RIAN LOW TENANT COORDINATOR WESTFIELD SOUTHGENTER 633 SOUTHGENTER SEATTLE, WA 18188 (636) 368 -2168 (TEL) BUILDING DEPARTMENT ES01 ELECTRICAL SPECIFICATIONS E100 POWER PLAN E101 LIGHTING PLAN E102 LIGHT SCHEDULE & LEGEND E200 RISER DIAGRAM 4 PANEL SCHEDULES FIRE ALARM = � � ■ l I � :. riii � v : :: FA100 FIRE ALARM PLAN NOTES 51- fEL�/INC7 DEPT. OF COMMUNITY DEVELOPMENT ALAN JOHANNESSEN - PLANS EXAMINER 6500 SOUTHGENTER BLVD., SUITE 100 TUKWILA, WA 18188 (206) 451 -3670 (TEL) TUKBLDG @CI.TUKWILA.WA.US (EMAIL) GENERAL CONTRACTOR umunni nuuuwnL LI STOCKROOM SHELVING LAYOUT DI DETAILS D2 DETAILS REVISIONNO MAR 2 1 2008 { _ e„,,,,,, (2LN1EF ■ �. * DISTANCE TO MALL'S NEAREST PUBLIC RESTROOM FACILTIES: ± 530' -O" MOP SINK REQUIRED: YES DRINKING FOUNTAIN REQUIRED: YES WATER CLOSETS: LAVATORIES: COACH / <E Y' FLA\ LEVEL I OF 5 SPACE 41540 MALE: 1 PROVIDED MALE: 1 PROVIDED FEMALE: 1 PROVIDED FEMALE: I PROVIDED UNISEX: 0 PROVIDED UNISEX: 0 PROVIDED TBD MILLJ�DR�ER THIS PLAN 15 FOR REFERENCE ONLY FOR APPROXIMATE LOCATION OF TENANT SPACE TBD SHEET TITLE: SHEET NO. TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www•tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 HEST 54th STREET NEW YORK, NY 10001 SEAL : I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LIG ' NSED ARCHITECT UNDER THE AWS O THE STATE OF SHI OTON WA AR J III CTUR A L REG. No:4306 PJICH STATE '. c.A.raco ASiiiNGION6 „ SPACE #1540 LEVEL I OF 3 KEY PLAN COACH PROJECT LOCATION: YIESTFIELD SOUTHGENTER 607 SOUTHCENTER 1 ALL SUITE #1540 SEATTLE, YiA 0 151 85 SPACE NO. 1540 AREA: 2,510 SF COVER SHEET PROJECT NO. 70445 SCALE: AS NOTED DATE: 01 -25-08 DRAWN BY: PN REVIEWED BY: BH A000 � - 10-26-07 --- REVIEW AND ESTIMATE II- 0I -0 PRELIM. LANDLORD REVIEW 12-11-07 PERMIT $ LANDLORD REVIEW A 12 -21 -01 LANDLORD COMMENTS A 01 - 23--08 TENANT COMMENTS SHEET TITLE: SHEET NO. TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www•tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 HEST 54th STREET NEW YORK, NY 10001 SEAL : I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LIG ' NSED ARCHITECT UNDER THE AWS O THE STATE OF SHI OTON WA AR J III CTUR A L REG. No:4306 PJICH STATE '. c.A.raco ASiiiNGION6 „ SPACE #1540 LEVEL I OF 3 KEY PLAN COACH PROJECT LOCATION: YIESTFIELD SOUTHGENTER 607 SOUTHCENTER 1 ALL SUITE #1540 SEATTLE, YiA 0 151 85 SPACE NO. 1540 AREA: 2,510 SF COVER SHEET PROJECT NO. 70445 SCALE: AS NOTED DATE: 01 -25-08 DRAWN BY: PN REVIEWED BY: BH A000 TABLE OF CONTENTS MATERIALS GENERAL: PART 1 - GENERAL THIS PROJECT SHALL CONFORM TO ALL REQUIREMENTS OF FEDERAL, STATE AND LOCAL GODES AND ORDINANCES. - SUMMARY OF WORK - QUALITY ASSURANCE - JOB CONDITIONS - PRODUCT HANDLING AND STORAGE - SUBMITTALS - MATERIALS a EQUIPMENT - PRODUCT SUBSTITUTION PART 2 - PRODUCTS 03010 05100 05500 06100 06200 08111 05710 08800 08830 OG250 OG660 0%78 Ocic100 10522 CONCRETE STRUCTURAL METAL FRAMING MISCELLANEOUS METALS ROUGH CARPENTRY FINISH CARPENTRY & MILLWORK STEEL DOORS AND FRAMES FINISH HARDWARE GLASS AND GL MIRRORED GLASS GYPSUM DRYWALL RESILIENT TILE FLOORING RESILIENT BASE PAINTING FIRE EXTINGUISHERS, CABINETS a 11000 ACCESSORIES 16515 INTERIOR LIGHTING FIXTURES PART 3 - EXECUTION INSTALLATION GENERAL CONCRETE FINISH CARPENTRY a MILLWORK STEEL DOORS a FRAMES FINISH HARDWARE GLASS AND GL MIRRORED GLASS GYPSUM DRYWALL STRUCTURAL METAL FRAMING ROUGH CARPENTRY PAINTING CARPET RESILIENT FLOORING AND BASE INTERIOR LIGHTING FIXTURES PART 4 - SHOP DRAWING SUBMITTAL PART 1 - GENERAL SUMMARY OF WORK 1.1 PROJECT DESCRIPTION A. THE PROJECT CONSISTS OF THE RETAIL LEASE BUILD -OUT AS SHOWN ON THESE CONTRACT DOCUMENTS. 1.2 ITEMS SUPPLIED BY OWNER (5.6.0.) A. THE OWNER WILL PROVIDE VARIOUS ITEMS FOR USE IN THIS PROJECT. GENERAL CONTRACTOR WILL VERIFY WITH THE OWNER THE TYPE AND AMOUNT OF THOSE I TEMS. I , THE OWNER WILL ARRANGE AND PAY FOR DELIVERY OF OWNER - FURNISHED ITEMS IN ACCORDANCE WITH THE CONTRACTOR'S CONSTRUCTION SCHEDULE. 2. IF OWNER - FURNISHED ITEMS ARE DAMAGED, DEFECTIVE OR MISSING, THE OWNER WILL ARRANGE FOR REPLACEMENT. THE OWNER WILL ALSO ARRANGE FOR MANUFACTURER'S FIELD SERVICES. 3. THE CONTRACTOR SHALL DESIGNATE THE DEL I VERY DATES OF OWNER-FURNISHED ITEMS IN THE CONTRACTOR'S CONSTRUCTION SCHEDULE AND SHALL RECEIVE, UNLOAD, INSPECT AND HANDLE OWNER - FURNISHED ITEMS AT THE SITE. THE CONTRACTOR SHALL STORE AND INSTALL THESE ITEMS PER THE DRAWINGS, MANUFACTURER'S INSTRUCTIONS AND ANY OTHER EXPLICIT INSTRUCTION FROM THE OWNER OR HIS REPRESENTATIVE. THE GENERAL CONTRACTOR SHALL PROTECT OWNER - FURNISHED ITEMS FROM DAMAGE AND WILL REPAIR OR REPLACE ITEMS DAMAGED AS A RESULT OF HIS OPERATIONS. QUALITY ASSURANCE: OBTAIN MATERIALS FROM REPUTABLE MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF PRODUCTS AND MATERIALS FOR THE INTENDED USE. INSTALLATION OF FABRICATED METAL ITEMS TO BE DONE BY SAME FIRM THAT FABRICATED THEM. QUALITY STANDARDS: EXCEPT AS OTHERWISE SHOWN OR SPECIFIED, COMPLY WITH SPECIFIED PROVISIONS OF TI-4E FOLLOWING: METAL FABRICATIONS: EABRIGATOR QUALIFICATIONS: FIRM EXPERIENCED IN SUCCESSFULLY PRODUCING METAL FABRICATIONS SIMILAR TO THAT INDICATED FOR THIS PROJECT, WITH SUFFICIENT PRODUCTION CAPACITY TO PRODUCE REQUIRED UNITS WITHOUT CAUSING DELAY IN THE WORK. INSTALLER QUALIFICATIONS: ARRANGE FOR INSTALLATION OF METAL FABRICATIONS SPECIFIED IN THIS SECTION BY THE SAME FIRM THAT FABRICATED THEM. MATERIALS EQUIPMENT: SOURCE LIMITATIONS: PROVIDE PRODUCTS OF >• HE SAME KIND, FROM A SINGLE SOURCE UNLESS EXPRESSED, WRITTEN AUTHORIZATION TO THE CONTRARY 15 GIVEN BY ARGHITEGT. I, NAMEPLATES: EXCEPT FOR REQUIRED LABELS AND OPERATING DATA, DO NOT ATTACH OR IMPRINT MANUFACTURER'S OR PRODUCER'S NAMEPLATES OR TRADEMARKS ON EXPOSED SURFACES OF PRODUCTS WHICH WILL BE EXPOSED TO VIEW IN OCCUPIED SPACES OR ON THE EXTERIOR. A. NAME OF PRODUCT AND MANUFACTURER B. MODEL AND SERIAL NUMBER, G. D. E. F. CAPACITY. SPEED. RATINGS. DATE OF INSTALLATION. 2. LABELS: LOCATE REQUIRED PRODUCT LABELS AND STAMPS ON A CONGEALED SURFACE OR, WHERE REQUIRED FOR OBSERVATION AFTER INSTALLATION, ON AN ACCESSIBLE SURFACE THAT IS NOT CONSPICUOUS. • 3. EQUIPMENT NAMEPLATES: PROVIDE A PERMANENT ENGRAVED NAMEPLATE ON EACH ITEM OF SERVICE - CONNECTED OR POWER - OPERATED EQUIPMENT. LOCATE ON AN EASILY ACCESSIBLE SURFACE WHICH 15 INCONSPICUOUS IN OCCUPIED SPACES. THE NAMEPLATE SHALL CONTAIN THE FOLLOWING INFORMATION AND OTHER ESSENTIAL OPERATING DATA: FINISH HARDWARE: MANUFACTURER: OBTAIN EACH TYPE OF HARDWARE (LATCH AND LOOK SETS, HINGES, CLOSERS, ETC) FROM A SINGLE MANUFACTURER, ALTHOUGH SEVERAL MAY BE INDICATED AS OFFERING PRODUCTS FIRE -RATED OPENINGS: PROVIDE HARDWARE FOR FIRE -RATED OPENINGS IN COMPLIANCE WITH NFPA STANDARD NO. 50 AND LOCAL BUILDING GORE REQUIREMENTS. PROVIDE ONLY HARDWARE WHICH HAS BEEN TESTED AND LISTED BY UL OR FM FOR TYPES AND SIZES OF DOORS REQUIRED AND COMPL WITH REQUIREMENTS OF DOOR AND DOOR FRAME LABELS. WHERE EMERGENCY EXIT DEVICES ARE REQUIRED ON FIRE -RATED DOORS, (WITH SUPPLEMENTARY MARKING ON DOORS' UL OR FM LABELS INDIGATING "FIRE DOOR TO BE EQUIPPED WITH FIRE EXIT HARDWARE ") PROVIDE UL OR FM LABEL ON EXIT DEVICES INDICATING "FIRE EXIT HARDWARE ". STEEL DOORS a FRAMES: PROVIDE DOORS AND FRAMES COMPLYING WITH STEEL DOOR INSTITUTE "RECOMMENDED SPECIFICATIONS STANDARD STEEL DOORS AND FRAMES" ANSI /SDI -100 AND AS HEREIN SPECIFIED. ACCESS DOORS: SINGLE - SOURCE RESPONSIBILITY: OBTAIN ACCESS DOORS FOR ENTIRE PROJECT FROM A SINGLE MANUFACTURER. FIRE - RESISTANCE RATINGS: WHEREVER A FIRE - RESISTANCE °LASSIEIGATION 15 INDICATED, PROVIDE ACCESS DOOR ASSEMBLY WITH PANEL DOOR, FRAME, HINGE, AND LATCH FROM MANUFACTURER LISTED IN UNDERWRITERS LABORATORIES, INC.'S "BUILDING MATERIALS DIRECTORY" FOR RATING SHOWN. PROVIDE UL LABEL ON EACH FIRE -RATED ACCESS DOOR. SIZE VARIATIONS: OBTAIN ARCHITECT'S ACCEPTANCE OF MANUFACTURER'S STANDARD SIZE UNITS. PA I NT I NG: SINGLE - SOURCE RESPONSIBILITY: PROVIDE PRIMERS AND UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER AS THE FINISH GOATS. COORDINATION OF WORK: REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEMS FOR VARIOUS SUBSTRATES, ON REQUEST, FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE USE OF COMPATIBLE PRIMERS. NOTIFY THE ARCHITECT OF PROBLEMS ANTICIPATED USING THE MATERIALS SPECIFIED. QUALITY: PROVIDE THE MANUFACTURER'S BEST QUALITY TRADE SALE PAINT MATERIAL OF THE VARIOUS COATING TYPES SPECIFIED. PAINT MATERIAL CONTAINERS NOT DISPLAYING MANUFACTURER'S PRODUCT IDENTIFICATION WILL NOT BE ACCEPTABLE. MINIMUM (I) GOAT PRIMER (2) GOATS OF FINISH PAINT THROUGHOUT. I NTERI OR STONEWORK: SINGLE SOURCE RESPONSIBILITY FOR STONE: OBTAIN EACH COLOR, GRADE, FINISH, TYPE AND VARIETY OF TILE FROM A SINGLE SOURCE WITH RESOURCES TO PROVIDE MATERIALS OF CONSISTENT QUALITY I N APPEARANCE AND PHYSICAL PROPERTIES, INCLUDING THE CAPACITY TO GUT AND FINISH MATERIAL WITHOUT DELAYING THE PROGRESS OF THE WORK. TILE IS TO MATCH THE SPECIFICATION AS LISTED ON SHEET A001. SINGLE SOURCE RESPONSIBILITY FOR SETTING MATERIALS: OBTAIN MORTAR INGREDIENTS OF UNIFORM QUALITY AND FROM ONE MANUFACTURER FOR EACH GEMENTITIOUS AND ADMIXTURE COMPONENT AND FROM ONE SOURCE OR PRODUCER FOR EACH AGGREGATE. COLOR OF MORTAR AS SPECIFIED ON SHEET A001. INSTALLER QUALIFI GAT IONS: ENGAGE AN INSTALLER WHO HAS SUCCESSFULLY COMPLETED INTERIOR STONEWORK SIMILAR IN MATERIAL, DESIGN AND EXTENT TO THAT INDICATED FOR THIS PROJECT. INSTALLATION PROCEDURE: THE CONCRETE FLOOR IS TO BE SMOOTH, LEVEL, TH0ROUGHL" GLEANED, AND FREE OF ALL OBSTRUCTIONS. THE CONDITION OF THE FLOOR 15 TO BE DETERMINED BY THE INSTALLER ON WHICH TYPE OF FOUNDATION SHOULD BE USED, EITHER A THINSET BASE GAN BE USED FOR GOOD CONDITIONS OR A MORTAR BASE FOR FLOORS IN POOR CONDITION. THE TILE SPECIFIED ABOVE 15 TO BE SET IN MORTAR WITH NO JOINTS BETWEEN TILES FOR MORTAR. AFTER MORTAR I5 SET, TILE 15 TO BE THOROUGHLY GLEANED. GROUT TO SE AS LISTED ON SHEET A001. TILES TO PE BUTT JOINTED WITH GROUT AS FILLER ONLY. CARPET: CUSHION SURFACE BURNING CHARACTERISTICS: PROVIDE CARPET CUSHION IDENTICAL TO THAT TESTED FOR THE FOLLOWING FIRE PERFORMANCE CHARACTERISTICS, PER TEST METHOD INDICATED BELOW, BY UL OR OTHER TESTING AND INSPECTING ORGANIZATIONS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. IDENTIFY CARPET CUSHION WITH APPROPRIATE MARKINGS OF APPLIGABLE TESTING AND INSPECTING ORGANIZATION. I. TEST METHOD: DOG FF I -10. 2. RATING: PASS. 3. TEST METHOD: ASTM E 54. 4. FLAME SPREAD: 25 OR LESS. 5. SMOKE DEVELOPED: 450 OR LESS. INTERIOR LIGHTING FIXTURES: INSTALLER'S QUALIFICATIONS: FIRMS WITH AT LEAST 3 YEARS OF SUCCESSFUL INSTALLATION EXPERIENCE ON PROJECTS WITH INTERIOR LIGHTING FIXTURE WORK SIMILAR TO THAT REQUIRED FOR THIS PROJECT. GODES AND STANDARDS: 1. ELECTRICAL CODE COMPLIANCE: COMPLY WITH APPL I GABLE LOCAL CODE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND NEC ARTICLES 220, 410, AND 510 AS APPLICABLE TO INSTALLATION, AND CONSTRUCTION OF INTERIOR. BUILDING LIGHTING FIXTURES. 2. UL COMPLIANCE: COMPLY WITH UL STANDARDS, INCLUDING UL 486A AND B, PERTAINING TO INTERIOR LIGHTING FIXTURES. PROVIDE INTERIOR LIGHTING FIXTURES AND COMPONENTS WHICH ARE UL- LISTED AND LABELED. 3. GBM LABELS: PROVIDE FLUORESCENT LAMP BALLASTS WHICH COMPLY WITH CERTIFIED BALLAST MANUFACTURERS ASSOCIATION STANDARDS AND GARRY THE GBM LABEL. FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES: SINGLE - SOURCE RESPONSIBILITY: OBTAIN FIRE EXTINGUISHERS AND CABINETS FROM ONE SOURCE FROM A SINGLE MANUFACTURER. UL- LISTED PRODUCTS: FIRE EXTINGUISHERS UL- LISTED AND BEAR UL "LISTING MARK" FOR TYPE, RATING, AND CLASSIFICATION. JOB CONDITIONS: ALL WORK MUST BE PERFORMED IN COOPERATION WITH THE LANDLORD'S REQUIREMENTS FOR SCHEDULE AND ACCESS TO AREAS OF WORK. CONTRACTOR MUST EXAMINE THE SPACES IN WHICH, AND THE SUB- STRATES TO WHICH THE WORK REQUIRED BY THIS CONTRACT IS TO BE INSTALLED. NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING OF ANY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. STARTING INSTALLATION OF WORK REQUIRED BY THIS CONTRACT INDICATES ACCEPTANCE OF THE SPACES AND SUBSTRATE CONDITIONS AND FULL RESPONSIBILITY FOR COMPLETED WORK. PRODUCT HANDLING AND STORAGE: DELIVER ALL FINISHED MATERIALS IN MANUFACTURER'S UNOPENED CONTAINERS, BUNDLES OR PACKAGES, FULLY IDENTIFIED WITH MANUFACTURER'S NAME, BRAND, TYPE AND GRADE. PROTECT FROM SOILING AND DAMAGE USING HANDLING EQUIPMENT AND STORAGE TECHNIQUES RECOMMENDED BY THE MANUFACTURER. ALL PREFINISHED ITEMS SHALL BE SHIPPED, DELIVERED AND STORED IN PROTECTIVE WRAPPING. GUT OPENINGS IN WRAPPINGS AS NECESSARY TO AVOID GONDENSAT ION. PROTECT LUMBER AND FINISH CARPENTRY AND MILLWORK AGAINST DAMPNESS AND INJURY DURING AND AFTER DELIVERY, AND STORE UNDER COVER IN WELL VENTILATED PORTIONS OF THE BUILDING NOT EXPOSED TO HUMID CONDITIONS AND MAINTAIN TEMPERATURE OF AT LEAST 7O DEGREE FAHRENHEIT. STORE HOLLOW METAL WORK UNDER COVER ON THE BUILDING SITE ON WOOD SILLS OR ON FLOORS IN A MANNER THAT WILL PREVENT RUST AND DAMAGE. CARE SHALL SE TAKEN TO AVOID CREATING A HUMIDITY CHAMBER BY USING A FLASTIC OR CANVAS SHELTER AND NOT VENTING THE AREA COVERED. CARPETING: CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING, UNLOADING, HANDLING, STORING, DISTRIBUTING MATERIALS, AND INSTALLATION. SUBM I TTALS PROJECT DESCRIPTION A. THIS SECTION SPECIFIES REQUIREMENTS FOR SUBM I TTALS. B. SUBMITTALS REQUIRED INCLUDE: 1. SHOP DRAWINGS FOR ALL CUSTOM SHOP FABRICATED ITEMS. EXAMPLES: MILLWORK SHOP DRAWINGS, SIGNAGE SHOP DRAWINGS. 2, THE FOLLOWING SUBMITTALS ARE REQUIRED BUT NOT LIMITED TO: - FINISH HARDWARE GUTS a SCHEDULE - STOREFRONT SYSTEM 4 AWNING - ALL FINISH SAMPLES. - HVAG EQUIPMENT SUBMITTAL i SHOP DRAWINGS - ALL CUSTOM MILLWORK SHOP DRAWINGS - STRUCTURAL SHOP DRAWINGS - TOILET ROOM FIXTURES a ACCESSORIES - ELECTRICAL OUTLETS, DEVICES SWITCHES ETC. - STOREFRONT STONE/ TILES - SUSPENDED TILES d GRID 3. SCHEDULES ARE REQUIRED TO ORGANIZE MULTIPLE ITEMS WITHIN A TRADE (EXAMPLES:FINISH HARDWARE, HVAG DIFFUSERS) 4. COORDINATION DRAWINGS FOR MECHANICAL AND FIRE PROTECTION TRADES. EXAMPLE: MECHANICAL FLAN SHOWING ALL DIFFUSERS EQUIPMENT AND ACCESS, SPRINKLER PLAN SHOWING COORDINATION WITH ALL CEILING ELEMENTS (LIGHTING, ETC.) 5. PRODUCT DATA - MANUFACTURERS LITERATURE CATALOG "GUT" SHEET AND TECHNICAL DATA FOR MANUFACTURED ITEMS. 6. LABEL CONSTRUCTION CERTIF'GATES FOR ALL DOOR ASSEMBLIES. SUBMITTAL PROCEDURES A. COORDINATION: COORDINATE PROCESSING OF SUBMITTALS WITH PERFORMANCE OF CONSTRUCTION. TRANSMIT EACH SUBMITTAL IN ADVANCE OF RELATED CONSTRUCTION. I. COORDINATE TRANSMITTAL OF RELATED SUBMITTALS CONCURRENTLY, 50 PROCESSING WILL NOT BE DELAYED. 2. PROCESSING: ALLOW SUFFICIENT REVIEW TIME 50 THAT FABRICATION AND INSTALLATION WILL NOT BE DELAYED. A. ALLOW SEVEN BUSINESS DAYS FOR INITIAL REVIEW. B. ALLOW SEVEN BUSINESS DAYS FOR REPROCESSING EACH SUBMITTAL DUE TO INSUFFICIENT INFORMATION. G. NO EXTENSION OF CONTRACT TIME WILL BE AUTHORIZED BECAUSE OF FAILURE TO TRANSMIT SUBMITTALS PROPERLY. B. SUBMITTAL PREPARATION: PLAGE A LABEL OR TITLE BLOCK ON EACH SUBMITTAL FOR IDENTIFICATION. I. IDENTIFICATION: LABEL SHALL CONTAIN NAME OF PROJECT, NAME OF GENERAL CONTRACTOR, NAME OF SUBCONTRACTOR, MANUFACTURER(S) AND SUPPL I ER(S), MATERIAL DESIGNATION, FINISH AND OTHER INFORMATION NECESSARY TO IDENTIFY MATERIAL. CONTRACTOR'S CONSTRUCTION SCHED. A. BAR CHART SCHEDULE: PREPARE HORIZONTAL BAR CHART CONSTRUCTION SCHEDULE. SUBMIT 7 (SEVEN) DAYS PRIOR TO THE DATE ESTABLISHED FOR "COMMENCEMENT OF THE WORK" I. PROVIDE A SEPARATE TIME BAR FOR EACH SIGNIFICANT CONSTRUCTION ACTIVITY. PROVIDE A CONTINUOUS VERTICAL LINE TO IDENTIFY THE FIRST WORKING DAY OF THE WEEK. SHOP DRAWINGS A. SUBMIT INFORMATION TO APPROPRIATE SCALE AND HIGHLIGHT ANY DEVIATIONS FROM CONTRACT DOCUMENTS. B. SHOP DRAWINGS INCLUDE FABRICATION AND INSTALLATION DRAWINGS, COORDINATION DRAWINGS, SCHEDULES AND TEMPLATES. INCLUDE THE FOLLOWING INFORMATION: I. DIMENSIONS 2. IDENTIFICATION OF PRODUCTS, MATERIALS AND FINISH SPECIFICATIONS 3. PROJECT NAME AND LOCATION 4. NOTATION OF FIELD DIMENSIONS 5. SUBMIT ONE CORRECTABLE TRANSLUCENT REPRODUCIBLE PRINT AND ONE BLUE LINE PRINT FOR THE ARCHITECTS REVIEW. PRODUCT DATA A. COLLECT PRODUCT DATA INTO A SINGLE SUBMITTAL FOR EACH ELEMENT OF CONSTRUCTION . PRODUCT DATA INCLUDES PRINTED INFORMATION SUCH AS CATALOG CUTS AND TEMPLATES. I. MARK EACH COPY TO SHOW APPLICABLE CHOICES AND OPTIONS. MARK COPIES 50 THAT APPLICABLE INFORMATION 15 CLEARLY SHOWN. ALL NOT - APPLIGABLE INFORMATION SHALL SE GROSSED OUT. 2. SUBMIT 3 COPIES OF EACH REQUIRED SUBMITTAL. SEND FOUR COPIES FOR MAINTENANCE MANUAL. THE ARCHITECT WILL RETAIN ONE AND RETURN THE OTHERS) MARKED WITH ACTION TAKEN AND CORRECTIONS REQUIRED. SAMPLES A. SUBMIT SAMPLES IDENTICAL TO THE PRECISE ARTICLE PROPOSED TO BE PROVIDED. B. MILLWORK SAMPLES SHALL SE 12" X 12" AND COVERED WITH A PROTECTIVE PAPER OVERSHEET. PROVIDE 3 SAMPLES TO THE ARCHITECT FOR HIS REVIEW. ALL OTHER SAMPLES SHALL BE OF A SIZE NO LESS THAN 6 "X 6 ", OR A SIZE TO CLEARLY REPRESENT PROPOSED ARTICLE. G. INCLUDE THE FOLLOWING INFORMATION ON AL SAMPLES: I. GENERIC DESCRIPTION OF THE SAMPLE 2. SAMPLE SOURCE 3. PRODUCT NAME AND MANUFACTURER 4. AVAILABILITY AND DELIVERY TIME 5. SPECIFIC UNIT OR TOTAL PRICE (IF APPLIGABLE) D. DISTRIBUTION OF SAMPLES: PREPARE AND DISTRIBUTE ADDITIONAL SETS TO SUBCONTRACTORS AND OTHERS AS REQUIRED FOR PERFORMANCE OF THE WORK. SHOW DISTRIBUTION ON ALL TRANSMITTAL FORMS. ARCHITECT'S ACTION A. EXCEPT FOR SUBMITTALS FOR RECORD, THE ARCHITECT WILL REVIEW EACH SUBMITTAL, MARK TO INDIGATE ACTION TAKEN AND RETURN WITHIN SEVEN DAYS. B. ACTION STAMP: EACH SUBMITTAL WILL BE RETURNED TO THE CONTRACTOR STAMPED AS FOLLOWS: I. NO EXCEPTION NOTED -MEANS THAT FABRICATION OR CONSTRUCTION MAY PROCEED PROVIDED SUBMITTAL COMPLIES WITH CONTRACT DOCUMENTS. 2. EXCEPTIONS NOTED -MEANS THAT FABRICATION OR CONSTRUCTION MAY PROCEED PROVIDING SUBMITTAL COMPLIES WITH CONTRACT DOCUMENTS, PROVIDING SUBMITTAL COMPLIES WITH THE ARCHITECT'S NOTATIONS. 3. REVISE AND RESUBMIT -MEANS THAT THE SUBMITTAL SHALL BE REVISED AND RESUBMITTED TO THE ARCHITECT FOR RE- REVIEW BEFORE PROCEEDING WITH FABRICATION, 4. REJECTED -MEANS THAT THE SUBMITTAL DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS AND THAT FABRICATION SHALL NOT PROCEED. 5. REVIEWED -MEANS THAT THE SUBMITTAL HAS BEEN REVIEWED BY THE ARCHITECT AND FALLS WITHIN THE GENERAL DESIGN CONCEPT OF THE PROJECT. MATERIALS MATERIALS EQUIPMENT PRODUCT SELECTION A. GENERAL PRODUCT REQUIREMENTS: PROVIDE PRODUCTS THAT COMPLY WITH THE CONTRACT DOCUMENTS AND GENERALLY ACCEPTED INDUSTRY STANDARDS THAT ARE UNDAMAGED AND UNUSED AT THE TIME OF INSTALLATION. I. PROVIDE PRODUCTS COMPLETE WITH ALL ACCESSORIES, TRIM, FINISH, SAFETY GUARDS AND OTHER DEVICES AND DETAILS NEEDED FOR A COMPLETE INSTALLATION AND FOR THE INTENDED USE AND EFFECT. B. PRODUCT SELECTION PROCEDURES: PRODUCT SELECTION 15 GOVERNED BY THE CONTRACT DOCUMENTS AND GOVERNING REGULATIONS, NOT BY PREVIOUS PROJECT EXPERIENCE. NO SUBSTITUTIONS WILL BE PERMITTED WITHOUT THE EXPRESSED, WRITTEN APPROVAL BY THE ARCHITECT. I. COMPLIANCE WITH STANDARDS, GODES AND REGULATIONS: WHERE THE SPECIFICATIONS ONLY REQUIRE COMPL I ANGE WITH AN IMPOSED CODE, STANDARD OR REGULATION, SELECT A PRODUCT THAT COMPLIES WITH THE STANDARDS, CODES OR REGULATIONS SPECIFIED. 2. VISUAL MATCHING: WHERE SPECIFICATIONS REQUIRE MATCHING AN ESTABLISHED SAMPLE, THE ARCHITECT'S DECISION WILL BE FINAL ON WHETHER A PROPOSED PRODUCT MATCHES SATISFACTORILY. PRODUCT SUBSTITUTION SUBMITTALS A. SUBSTITUTION REQUEST SUBMITTAL: REQUEST FOR SUBSTITUTION WILL BE CONSIDERED IF RECEIVED WITHIN 10 DAYS AFTER COMMENCEMENT OF THE WORK. I. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION FOR CONSIDERATION_ SUBMIT REQUESTS IN THE FORM AND IN ACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDER PROPOSALS. 2. IDENTIFY THE PRODUCT, OR THE FABRICATION OR INSTALLATION METHOD TO BE REPLACED IN EACH REQUEST. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING NUMBERS. PROVIDE COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS, AND THE FOLLOWING INFORMATION, AS APPROPRIATE: A. PRODUCT DATA, INCLUDING DRAWINGS AND DESCRIPTIONS OF PRODUCTS, FABRICATION AND INSTALLATION PROCEDURES. B. SAMPLES, WHERE APPLIGABLE OR REQUESTED. G. A DETAILED COMPARISON OF SGNIFICANT QUALITIES OF THE PROPOSED SUBSTITUTION WITH THOSE OF THE WORK SPECIFIED. SIGNIFICANT QUALITIES MAY INCLUDE ELEMENTS SUCH AS SIZE, WEIGHT, DURABILITY, PERFORMANCE AND VISUAL EFFECT. D. COORDINATION INFORMATION, INCLUDING A LIST OF CHANGES OR MODIFICATIONS NEEDED TO OTHER PARTS OE THE WORK AND TO CONSTRUCTION PERFORMED BY THE OWNER AND SEPARATE CONTRACTORS, THAT WILL BECOME NECESSARY TO ACCOMMODATE THE PROPOSED SUBSTITUTION. E. A STATEMENT INDICATING THE SUBSTITUTION'S EFFECT ON THE CONTRACTOR'S CONSTRUCTION SCHEDULE COMPARED TO THE SCHEDULE WITHOUT APPROVAL OF THE SUBSTITUTION. INDIGATE THE EFFECT OF THE PROPOSED SUBSTITUTION ON OVERALL CONTRACT TIME. F. COST INFORMATION, INCLUDING A PROPOSAL OF THE NET CHANGE, IF ANY IN THE CONTRACT SUM. G. CERTIFICATION BY THE CONTRACTOR THAT THE SUBSTITUTION PROPOSED 15 EQUAL -TO OR BETTER IN EVERY SIGNIFICANT RESPECT TO THAT REQUIRED BY THE CONTRACT DOCUMENTS, AND THAT IT WILL PERFORM ADEQUATELY IN THE APPLICATION INDICATED. INCLUDE THE CONTRACTOR'S WAIVER OF RIGHTS TO ADDITIONAL PAYMENT OR TIME, THAT MAY SUBSEQUENTLY BECOME NECESSARY BECAUSE OF THE FAILURE OF THE SUBSTITUTION TO PERFORM ADEQUATELY. 3. ARCHITECT'S ACTION: WITHIN THREE WORKING DAYS OF RECEIPT OF THE REQUEST FOR SUBSTITUTION, THE ARCHITECT WILL REQUEST ADDITIONAL INFORMATION OR DOCUMENTATION NECESSARY FOR EVALUATION OF THE REQUEST. WITHIN ONE WEEK OF RECEIPT OF THE REQUEST, OR THREE WORKING DAYS OF RECEIPT OF THE ADDITIONAL I NFORMATION OR DOCUMENTATION, WHICH EVER IS LATER, THE ARCHITECT WILL NOTIFY THE CONTRACTOR OF ACCEPTANCE OR REJECTION OF THE PROPOSED SUBSTITUTION. SUBSTI TUT ONS A. CONDITIONS: THE CONTRACTOR'S SUBSTITUTION REQUEST WILL BE RECEIVED AND CONSIDERED BY THE ARCHITECT WHEN ONE OR MORE OF THE FOLLOWING CONDITIONS ARE SATISFIED, AS DETERMINED BY THE ARCHITECT; OTHERWISE REQUESTS WILL BE RETURNED WITHOUT ACTION EXCEPT TO RECORD NONGOMPL I ANGE WITH THESE REQUIREMENTS. I. THE SPECIFIED PRODUCT OR METHOD OF CONSTRUCTION CANNOT BE PROVIDED WITHIN THE CONTRACT TIME. THE REQUEST WILL NOT BE CONSIDERED IF THE PRODUCT OR METHOD CANNOT BE PROVIDED AS A RESULT OF FAILURE TO PURSUE THE WORK PROMPTLY OR COORDINATE ACTIVITIES PROPERLY. 2. THE SPECIFIED PRODUCT OR METHOD OF CONSTRUCTION CANNOT RECEIVE NECESSARY APPROVAL BY A GOVERNING AUTHORITY, AND THE REQUESTED SUBSTITUTION GAN BE APPROVED. 3. A SUBSTANTIAL ADVANTAGE 15 OFFERED THE OWNER, IN TERMS OF COST, TIME, ENERGY CONSERVATION OR OTHER CONSIDERATIONS OF MERI 4. THE SPECIFIED PRODUCT OR METHOD OF CONSTRUCTION CANNOT BE PROVIDED IN A MANNER THAT 15 COMPATIBLE WITH OTHER MATERIALS, AND WHERE THE CONTRACTOR CERTIFIES THAT THE SUBSTITUTION WILL OVERCOME THE INCOMPATIBILITY. 5. THE SPECIFIED PRODUCT OR METHOD OF CONSTRUCTION CANNOT BE COORDINATED WITH OTHER MATERIALS, AND WHERE THE CONTRACTOR CERTIFIES THAT THE PROPOSED SUBSTITUTION CAN BE COORDINATED. 6. THE SPECIFIED PRODUCT OR METHOD OF CONSTRUCTION CANNOT PROVIDE A WARRANTY REQUIRED BY THE CONTRACT DOCUMENTS AND WHERE THE CONTRACTOR CERTIFIES THAT THE PROPOSED SUBSTITUTION WILL PROVIDE THE REQUIRED WARRANTY. FART 2 - PRODUCTS SECTION 03010 CONCRETE I. MATERIAL MINIMUM 3000 P51 LIGHTWEIGHT CONCRETE 6 X 6 W1.4 X WI.4 WELDED WIRE MESH. SECTION 05100 STRUCTURAL METAL FRAMING I. LIGHT GAUGE METAL FRAMING A. ALL STUD FRAMING MEMBERS, RUNNER TRACKS, BRIDGING AND NON -LOAD BEARING STUDS SHALL BE OF TYPE AND SIZE INDICATED ON DRAWINGS AND GALVANIZED. B. MATERIALS AND INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURE'S RECOMMENDATIONS AND SPECIFICATIONS AS APPROVED BY THE ARCHITECT AND /OR DESIGNER. G. MINIMUM 20 GA. LIGHT GAUGE STEEL FRAMING (UNLESS OTHERWISE NOTED ON PLANS). 3 -5/5" STEEL STUDS (UNLESS OTHERWISE NOTED). SECTION 06100 ROUGH CARPENTRY 1.1 DESCRIPTION OF WORK A. WOOD BLOCKING B. TELEPHONE AND ELECTRICAL BACKING PANELS. G. WOOD FRAMING 1.2 MATERIALS A. BLOCKING AND FRAMING LUMBER: COMPLY WITH PS2O "AMERICAN SOFTWOOD LUMBER STANDARD ". PROVIDE "N0.2" GRADE BOARDS PER 26L16 OR WWPA RULES OR "NO.2 BOARDS" PER SF' IB RULES. FACTORY -MARK EACH PIECE WITH GRADE STAMP OF INSPECTION AGENCY, I. PRESERVATIVE TREATED WOOD: PROVIDER PRESERVATIVE PRESSURE TREATED WOOD FOR ALL WOOD CANTS, NAILERS, CURBS, EQUIPMENT SUPPORT SASES, BLOCKING, FURRING, STRIPPING, AND SIMILAR MEMBERS IN GONNEGTION WITH ROOFING, FLASHING, VAPOR BARRIERS, WATERPROOFING, MASONRY OR CONCRETE. COMPLY WITH AWPA STANDARD G2 MARK EACH TREATED ITEM WITH THE AWPB OR SPIB QUALITY MARK REQUIREMENTS. PRESSURE TREAT ABOVE GROUND I TEMS WITH WATER BORNE PRESERVATIVES TO A MINIMUM RETENTION OF 0.25. POT. AFTER TREATMENT, KILN -DRY TO A IG% MAXIMUM MOISTURE CONTENT. 2. FIRE - RETARDANT TREATED WOOD; FOR ALL INTERIOR WOODWORK AND BLOCKING, PRESSURE IMPREGNATE LUMBER WITH FIRE- RETARDANT CHEMICALS TO COMPLY WI TH AWPA 020. PROVIDE UL LABEL ON EACH MEMBER. B. TELEPHONE AND ELECTRICAL BACKING PANELS COMPLY WITH "U.S. PRODUCT STANDARD FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD." FOR MOUNTING ELECTRICAL OR TELEPHONE EQUIPMENT, PROVIDE FIRE - RETARDANT - TREATED PLYWOOD PANELS LABELED APA C -D PLUGGED EXPOSURE I, 5/5" THICK, IF NOT OTHERWISE INDICATED. SECTION 081II STANDARD STEEL DOORS AND FRAMES 1.1 ACCEPTABLE MANUFACTURERS A. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, MANUFACTURERS OFFERING STANDARD STEEL DOORS AND FRAMES WHICH MAY BE INCORPORATED IN THE WORK INCLUDE; BUT ARE NOT LIMITED TO, THE FOLLOWING: I. STANDARD STEEL FRAMES: A. AMWELD BUILDING PRODUCTS, INC. B. CECO CORP. G. KEWANEE CORP. D. PREMIER PRODUCTS, INC. (FORMERLY DI TTCO). E. STEELGRAFT MANUFACTURING GO. F. DUNBARTON CORP. (REDIFRAME PRODUCT). G. TIMELY. 1.2 MATERIALS A. GOLD - ROLLED STEEL SHEETS: COMMERCIAL QUALITY CARBON STEEL, COMPLYING WITH ASTM A 366 AND ASTM A 568. B. SUPPORTS AND ANCHORS: FABRICATE OF NOT LESS THAN I8 -GAGE SHEET STEEL; GALVANIZED WHERE USED WITH GALVANIZED FRAMES. G. INSERTS, BOLTS, AND FASTENERS: MANUFACTURER'S STANDARD UNITS. WHERE I TEMS ARE TO BE BUILT INTO EXTERIOR WALLS, HOT -DIP GALVANIZE IN COMPLIANCE WITH ASTM A 155, GLASS G OR D AS APPLICABLE. D. SHOP APPLIED PAINT: APPLY AFTER FABRICATION. I. PRIMER: RUST - INHIBITIVE ENAMEL OR PAINT, EITHER AIR - DRYING OR BAKING, SUITABLE AS A BASE FOR SPECIFIED FINISH PAINTS COMPLYING WITH ANSI A224.I, "TEST PROCEDURE AND ACCEPTANCE CRITERIA FOR PRIME PAINTED STEEL SURFACES FOR STEEL DOORS AND FRAMES." 2. FINISH: FIELD PAINT TO MATCH ADJACENT WALL. REFER TO DIVISION G SECTION "PAINTING" FOR PAINT SPECIFICATION. 3. FABRICATE FRAMES WITH MITERED OR COPED CORNERS KNOCKED -DOWN, FOR FIELD ASSEMBLY. E. DOOR SILENCERS: EXCEPT ON WEATHERSTRIFIRED FRAMES, DRILL STOPS TO RECEIVE 5 SILENCERS ON STRIKE JAMBS OF SINGLE -DOOR FRAMES AND 2 SILENCERS ON HEADS OF DOUBLE -DOOR FRAMES. 13 FABRICATION A. HARDWARE PREPARATION: PREPARE DOORS AND FRAMES TO RECEIVE MORTISED AND CONCEALED HARDWARE IN ACCORDANCE WITH FINAL DOOR HARDWARE SCHEDULE AND TEMPLATES PROVIDED BY HARDWARE SUPPLIER. COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI AI15 SERIES SPECIFICATIONS FOR DOOR AND FRAME PREPARATION FOR HARDWARE. B. REINFORCE DOORS AND FRAMES TO RECEIVE SURFACE- APPLIED HARDWARE. DRILLING AND TAPPING FOR SURFACE- APPLIED HARDWARE MAY BE DONE AT PROJECT SITE. G. LOCATE HARDWARE AS INDICATED ON FINAL SHOP DRAWINGS OR, IF NOT INDICATED, IN ACCORDANCE WITH "RECOMMENDED LOCATIONS FOR BUILDER'S HARDWARE ON STANDARD STEEL DOORS AND FRAMES," PUBLISHED BY DOOR AND HARDWARE I NSTI TUTE. D. SHOP PAINTING: GLEAN, TREAT, AND PAINT EXPOSED SURFACES OF STEEL DOOR AND FRAME UNITS, INCLUDING GALVANIZED SURFACES. I. GLEAN STEEL SURFACES OF MILL SCALE, RUST, OIL, GREASE, DIRT, AND OTHER FOREIGN MATERIALS BEFORE APPLICATION OF PAINT. 2. APPLY SHOP GOAT OF PRIME PAINT OF EVEN CONSISTENCY TO PROVIDE A UNIFORMLY FINISHED SURFACE READY TO RECEIVE FINISH PAINT. 3. APPLY FINISH GOAT TO DOORS INDICATED TO BE PREFINISHED BY SPRAYING AND BAKING, TO PRODUCE A PAINT THICKNESS OF 1.25 MILS SECTION 08110 FINISH HARDWARE 1.1 SCHEDULED HARDWARE: A. REQUIREMENTS FOR DESIGN, GRADE, FUNCTION, FINISH, SIZE AND OTHER DISTINCTIVE QUALITIES OF EACH TYPE OF FINISH HARDWARE 15 INDICATED IN THE HARDWARE SCHEDULE. 1.2 MATERIALS AND FABRICATION: A. GENERAL: I. HAND OF DOOR: DRAWINGS SHOW DIRECTION OF SLIDE, SWING OR HAND OF EACH DOOR LEAF. FURNISH EAGH ITEM OF HARDWARE FOR PROPER INSTALLATION AND OPERATION OF DOOR MOVEMENT AS SHOWN. 13 HINGES, BUTTS AND PIVOTS: A. TEMPLATES: EXCEPT FOR HINGES AND PIVOTS TO BE INSTALLED ENTIRELY (BOTH LEAVES) INTO WOOD DOORS AND FRAMES, PROVIDE ONLY TEMPLATE- PRODUCED UNITS. B. SCREWS: FURNISH PHILLIPS FLAT -HEAD OR MACHINE SCREWS FOR INSTALLATION OF UNITS, EXCEPT FURNISH PHILLIPS FLAT -HEAD OR WOOD SCREWS FOR INSTALLATION OF UNITS INTO WOOD. FINISH SCREW HEADS TO MATCH SURFACE OF HINGES OR PIVOTS. G. HINGE PINS: EXCEPT AS OTHERWISE INDICATED, PROVIDE HINGE PINS AS FOLLOWS: I. STEEL HINGES: STEEL PINS. 2. NON - FERROUS HINGES: STAINLESS STEEL PINS. 3. EXTERIOR DOORS: NON - REMOVABLE PINS. 4. OUT -SWING CORRIDOR DOORS: NON - REMOVABLE PINS. 5. INTERIOR DOORS: NON- RISING PINS. 6. TIPS: FLAT BUTTON AND MATCHING PLUG, FINISHED TO MATCH LEAVES, EXCEPT WHERE HOSPITAL TOP (HT) INDICATED. 7. NUMBER OF HINGES: PROVIDE NUMBER OF HINGES INDICATED BUT NOT LESS THAN 3 HINGES FOR DOOR LEAF FOR DOORS qO" OR LESS IN HEIGHT AND ONE ADDITIONAL HINGE FOR EACH 30" OF ADDITIONAL HEIGHT. 1.4 LOCK CYLINDERS AND KEYING: A. REVIEW THE KEYING SYSTEM WITH THE OWNER AND PROVIDE THE TYPE REQUIRED (MASTER, GRANDMASTER OR GREAT- GRANDMASTER), EITHER NEW OR INTEGRATED WITH OWNER'S EXISTING SYSTEM. 1.5 LOCKS, LATCHES: A. STRIKES: PROVIDE MANUFACTURER'S STANDARD WROUGHT BOX STRIKE FOR EACH LATCH OR LOCK BOLT, WITH CURVED LIP EXTENDED TO PROTECT FRAME, FINISHED TO MATCH HARDWARE SET. I. PROVIDE DUST -PROOF STRIKES FOR FOOT BOLTS, EXCEPT WHERE SPECIAL THRESHOLD CONSTRUCTION PROVI DES NON - RECESSED STRIKE FOR BOLT. 2. PROVIDE ROLLER TYPE STRIKES WHERE RECOMMENDED BY MANUFACTURER OF THE LATCH AND LOCK UNITS. B. LOCK THROW: PROVIDE 5/5" MINIMUM THROW OF LATCH AND DEADBOLT USED ON PAIRS OF DOORS. COMPLY WITH UL REQUIREMENTS FOR THROW OF BOLTS AND LATCH BOLTS ON RATED FIRE OPENINGS. PROVIDE 1/2" MINIMUM THROW ON OTHER LATCH AND DEADLOCK BOLTS. W... r MAR 212008 PER4.! SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LIGENS- D ARCHITECT UNDER THE LAWS OF E STATE OF ASH I NCB ON WA ARC EGTUR • REG. No: TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 54th STREET NEW YORK, NY 10001 .IVL iC;i11'ECf NIcw.n s J. IlliCi;zica SATE �►1F WASHINGTON PERMIT LANDLORD REVIEW LANDLORD COMMENTS TENANT COMMENTS COACH PROJECT LOCAT ION: INESTF I EL17 SOUTH CENTER 6,07 SOUTHGENTES MALL SUITE #1540 SEATTLE, WA aS1 SS SPACE NO. 1540 AREA: 2,560 SF SHEET TITLE: ARCHITECTURAL SPECIFICATIONS PROJECT NO. 70445 SCALE: N/A DATE: 01 DRAWN BY: PN REVIEWED BY: BH SHEET NO. KEY PLAN SPACE #1540 LEVEL 1 OF 3 X501 1 10 12 A 1.6 THRESHOLDS: A. GENERAL: PROVIDE THRESHOLD UNIT OF TYPE, SIZE AND PROFILE AS SHOWN OR SCHEDULED. H7 HARDWARE FINISHES A. PROVIDE MATCHING FINISHES FOR HARDWARE UNITS AT EACH DOOR AND EXCEPT AS OTHERWISE INDICATED, IN GENERAL, MATCH ITEMS TO THE MANUFACTURER'S STANDARD FINISH FOR THE LATCH AND LOCK SET (OR PUSH -PULL UNITS IF NO LATCH -LOCK SETS) FOR COLOR AND TEXTURE. B. PROVIDE FINISHES WHICH MATCH THOSE ESTABLISHED BY BHMA OR, IF NONE ESTABL I SHED, MATCH THE ARCHITECT'S SAMPLE. G. PROVIDE PROTECTIVE LACQUER COATING ON ALL EXPOSED HARDWARE FINISHES OF BRASS, BRONZE AND ALUMINUM, EXCEPT AS OTHERWISE INDICATED. THE SUFFIX " -NL" IS USED WITH STANDARD FINISH DESIGNATIONS TO INDICATE "NO LACQUER ". D. THE DESIGNATIONS USED IN SCHEDULES AND ELSEWHERE TO INDICATE HARDWARE FINISHES ARE THE INDUSTRY- RECOGNIZED STANDARD COMMERCIAL FINISHES, EXCEPT AS OTHERWISE NOTED. SECTION 08850 MIRRORED GLASS 1.1 MANUFACTURERS A. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: I. AMERICAN MIRROR GO. 2. BASSETT MIRROR GO. 3. BINSWANGER MIRROR PRODUCTS 4. TEXAS MIRROR, INC.. 1.2 GLASS FOR MIRROR PRODUCTION A. PRIMARY GLASS: FLOAT GLASS COMPLYING WI TH ASTM G 1036 REQUIREMENTS FOR 1YPE I (TRANSPARENT, FLAT) AND FOR GLASS AND QUALITY INDIGATED BELOW: 1. CLEAR FLOAT GLASS: QUALITY Q2 (MIRROR), GLASS I (CLEAR). B. TEMPERED GLASS: TEMPERED FLOAT GLASS MANUFACTURED BY HORIZONTAL (ROLLER HEARTH) PROCESS WITH ROLL WAVE DISTORTION PARALLEL WITH BOTTOM EDGE OF GLASS AS INSTALLED, UNLESS OTHERWISE INDIGATED, COMPLYING WITH ASTM G 1048 FOR KIND FT (FULLY TEMPERED), CONDITION A (UNCOATED SURFACES), TYPE I (TRANSPARENT, FLAT), QUALITY 03 (GLAZING SELECT), AND FOR GLASS INDICATED BELOW: I. CL EAR TEMPERED FLOAT GLASS: GLASS I (CLEAR). 1.3 MIRRORED GLASS PRODUCTION AND FABRICATION A. GLASS COATING: GOAT SECOND SURFACE OF GLASS WITH SUCCESSIVE LAYERS OF CHEMICALLY DEPOSITED SILVER, ELECTRICALLY OR CHEMICALLY DEPOSITED COPPER, AND MANUFACTURER'S STANDARD PROTECTIVE ORGANIC COATING TO PRODUCE COATING SYSTEM THAT COMPLIES WITH FS DD -M -0041, EXCEPT WITH SALT -SPRAY TEST PERIOD EXTENDED TO 300 HOURS AND UNDERCUTTING, D I SCOLORAT I ONS, BLACKENING, AND SILVER IMPAIRMENT AT MIRROR EDGES NOT GREATER THAN 1/8 INCH. I. COPPER SUBSTITUTE: IN PLAGE OF ELECTRICALLY OR CHEMICALLY DEPOSITED COFFER LAYER PROVIDE MATERIAL EQUIVALENT IN PERFORMANCE TO COPPER. B. MIRROR SIZES: AFTER APPLICATION OF GLASS COATING, GUT MIRRORED GLASS TO FINAL SIZES AND N THE FOLLOWING NOMINAL GLASS THICKNESS AS EXPRES. I. THICKNESS: AS INDICATED. G. MIRROR EDGE TREATMENT: PROVIDE FORMS OF EDGE TREATMENT INDICATED BELOW, WITH EDGES SEALED AFTER TREATMENT TO PREVENT CHEMICAL OR ATMOSPHERIC PENETRATION OF GLASS COATING: SED BY METRIC, DESIGNATION/NOMINAL DECIMAL OF AN INCH /(TRADITIONAL DESIGNATION): I. BEVELED POLISHED EDGE OF WIDTH SHOWN. 2. PERFORM EDGE TREATMENT AND SEALING IN FACTORY IMMEDIATELY AFTER GUTTING TO FINAL SIZES. 1.4 MISCELLANEOUS MATERIALS A. SETTING BLOCKS: NEOPRENE, 7D - GO SHORE A HARDNESS. B. EDGE SEALER: A COATING THAT HAS PROVEN TO BE COMPATIBLE WITH GLASS COATING AND APPROVED BY MIRRORED GLASS MANUFACTURER FOR USE IN PROTECTING AGAINST SILVER DETERIORATION AT MIRROR EDGES. G. MIRROR MASTIC AN ADHESIVE SETTING COMPOUND, PRODUCED SPECIFICALLY FOR SETTING MIRRORS BY SPOT APPLICATION, CERTIFIED AS COMPATIBLE WITH GLASS COATING BY ORGANIC, PROTECTIVE COATING MANUFACTURER AND APPROVED BY MIRROR MANUFACTURER. SECTION OGf250 GYPSUM DRYWALL 1.1 MANUFACTURERS: A. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQU 1 REMENTS, MANUFACTURERS OFFERING PRODUCTS WHICH MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: I. STEEL FRAMING AND FURRING: A. GOLD BOND BUILDING PRODUCTS DIV., NATIONAL GYPSUM GO. B. UNITED STATES GYPSUM GO. 2. SRI ID SUSPENSION SYSTEMS: A. CHICAGO METALLIC CORP. 3. GYPSUM BOARDS AND RELATED PRODUCTS: A. GEORGIA-FACIE IC CORP. B. GOLD BOND BUILDING PRODUCTS DIV., NATIONAL GYPSUM GO. C. UNITED STATES GYPSUM GO. B. GENERAL: PROVIDE A COMPONENT SYSTEM WHICH COMPLIES WITH ASTM G 754 FOR MATERIALS AND SIZES, UNLESS OTHERWISE INDICATED OR THE GRID SUSPENSION SYSTEMS LISTED BELOW. G. WIRE FOR HANGERS AND TIES: ASTM A 641, GLASS I Z INC COATING, SOFT TEMPER. 1. MAIN HANGER WIRE: NO. 5 SWG. 2. WIRE TIES: NO 18 SWG GALVANIZED WIRE TIES (DOUBLE STRAND). D. CHANNELS: GOLD - ROLLED STEEL, 0.05G8 INCH MINIMUM THICKNESS OF BASE (UNCOATED) METAL AND 7/16 INCH WIDE FLANGES, PROTECTED WITH RUST - INHIBITIVE PAINT, AND AS FOLLOWS: 1. CARRYING CHANNELS: I -1/2 INCH DEEP, 475 LBS PER 1000 FT., UNLESS OTHERWISE INDIGATED. E. STEEL RIGID FURRING CHANNELS: ASTM G 645, HAT - SHAPED, DEPTH OF 7/8 INCH, AND MINIMUM 20 GAUGE THICKNESS OF BASE (UNCOATED) METAL. F. GRID SUSPENSION SYSTEM: ASTM G 645, MANUFACTURER'S STANDARD GRID SUSPENSION SYSTEM COMPOSED OF MAIN BEAMS AND GROSS FURRING MEMBERS WHICH INTERLOCK TO FORM A MODULAR SUPPORTING NETWORK. I, FOR NON -RATED CEILINGS: CHICAGO METALLIC 640 DRYWALL FURRING SYSTEM. 2. FOR FIRE -RATED GEILINGS: CHICAGO METALLIC FIRE FRONT 650 DRYWALL FURRING SYSTEM. 13 STEEL FRAMING FOR WALLS AND PARTITIONS: A. STEEL STUDS AND RUNNERS: ASTM G 645, WITH FLANGE EDGES OF STUDS BENT BACK GO DEG AND DOUBLED OVER TO FORM 3/16" MINIMUM LIP (RETURN) AND COMPLYING WITH THE FOLLOWING REQUIREMENTS FOR MINIMUM THICKNESS OF BASE (UNCOATED) METAL AND FOR DEPTH: I . THICKNESS: 20 GAUGE. 2. DEPTH: AS INDICATED. B. STEEL RIGID FURRING CHANNELS: ASTM G 645, HAT - SHAPED, DEPTH AND MINIMUM THICKNESS OF BASE (UNCOATED) METAL AS FOLLOWS: I. DEPTH: 7/8 INCH. 2. THICKNESS: 20 GAUGE. G. FURRING BRACKETS: SERRATED -ARM TYPE, ADJUSTABLE, FABRICATED FROM CORROSION- RESISTANT STEEL SHEET COMPLYING WITH ASTM G 645, MINIMUM THICKNESS OF BASE (UNCOATED) METAL OF 0.032G INCH, DESIGNED FOR SCREW ATTACHMENT TO STEEL STUDS AND STEEL RIGID FURRING CHANNELS USED FOR FURRING. D. FASTENERS: PROVIDE FASTENERS OF TYPE, MATERIAL, SIZE, CORROSION RESISTANCE, HOLDING POWER AND OTHER PROPERTIES REQUIRED TO FASTEN STEEL FRAMING AND FURRING MEMBERS SECURELY TO SUBSTRATES INVOLVED; COMPLYING WITH THE RECOMMENDATIONS OF GYPSUM DRYWALL MANUFACTURERS FOR APPL ICATIONS INDICATED. 1.4 GYPSUM BOARD: A. GENERAL: PROVIDE GYPSUM BOARD OF TYPES INDIGATED IN MAXIMUM LENGTHS AVAILABLE TO MINIMIZE END -TO -END JOINTS. I. THICKNESS: PROVIDE GYPSUM BOARD IN THICKNESSES INDICATED, OR IF NOT OTHERWISE INDICATED, 5/5 INCH THICKNESSES TO COMPLY WI TH ASTM G 840 FOR APPLICATION SYSTEM AND SUPPORT SPACING INDICATED. B. GYPSUM WALLBOARD: ASTM G 36, AND AS FOLLOWS: I. TYPE: REGULAR, UNLESS OTHERWISE INDIGATED. 2. TYPE: FOIL - BACKED WHERE INDICATED. 3. TYPE: TYPE X FOR FIRE - RESISTANCE -RATED ASSEMBL I ES. 4. EDGES: TAPERED, 5. THICKNESS: 5/8 INCH, UNLESS OTHERWISE INDICATED. 6. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS WHIGH MAY BE INCORPORATED I N THE WORK WHERE TYPE X GYPSUM WALLBOARD IS INDIGATED INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: A. "FIRE- SHIELD 0 " GOLD BOND BUILDING PRODUCTS DIV., NATIONAL GYPSUM GO. B. "SHEETROCK BRAND FIREGODE 'C' GYPSUM PANELS " UNITED STATES GYPSUM GO. G. WATER- RESISTANT GYPSUM BACKING BOARD: ASTM G 630, AND AS FOLLOWS: I. TYPE: REGULAR, UNLESS OTHERWISE I ND I GATED. 2. TYPE: TYPE X FOR FIRE - RESISTANCE- -RATED ASSEMBLIES. 5. THICKNESS: 5/8 INCH, UNLESS OTHERWISE INDIGATED. 1.5 TRIM ACCESSORIES: A. CORNERBEAD AND EDGE TRIM FOR INTERIOR INSTALLATION: PROVIDE CORNER BEADS, EDGE TRIM AND CONTROL JOINTS WHIGH COMPLY WITH ASTM G 1047 AND REQUIREMENTS INDICATED BELOW: I. MATERIAL: FORMED METAL, PLASTIC OR METAL COMBINED WITH PAPER, WITH SHEET STEEL ZINC- COATED BY HOT -DIP PROCESS. 2. EDGE TRIM SHAPES INDICATED BELOW BY REFERENCE TO DESIGNATIONS OF FIG. I IN ASTM G 1047: A. "LC," BEAD, UNLESS OTHERWISE INDICATED. B. "L" BEAD WHERE ND 'GATED. G. "U" BEAD WHERE INDICATED. 1.6 GYPSUM BOARD JOINT TREATMENT MATERIALS: A. GENERAL: PROVIDE MATERIALS COMPLYING WITH ASTM G 475, ASTM G 840, AND RECOMMENDATIONS OF MANUFACTURER OF BOTH GYPSUM BOARD AND JOINT TREATMENT MATERIALS FOR THE APPLICATION INDICATED. 1.1 MANUFACTURERS B. JOINT TAPE: PAPER REINFORCING TAPE, UNLESS OTHERWISE INDICATED. USE PRESSURE SENSITIVE OR STAPLE - ATTACHED OPEN -WEAVE GLASS FIRER REINFORCING TAPE WITH COMPATIBLE JOINT COMPOUND WHERE RECOMMENDED BY MANUFACTURER OF GYPSUM BOARD AND JOINT TREATMENT MATERIALS FOR APPLICATION INDIGATED. G. SETTING -TYPE JOINT COMPOUNDS: FACTORY- PREPACKAGED, JOB - MIXED, CHEMICAL- HARDENING POWDER PRODUCTS FORMULATED FOR USES INDICATED. I. WHERE SETTING -TYPE JOINT COMPOUNDS ARE INDICATED FOR. USE AS TAPING AND TOPPING COMPOUNDS, USE FORMULATION FOR EACH WHICH DEVELOPS GREATEST BOND STRENGTH AND CRACK RESISTANCE AND IS COMPATIBLE WITH OTHER JOINT COMPOUNDS APPLIED OVER I T. 2. FOR PREF ILL ING GYPSUM BOARD JOINTS, USE FORMULATION RECOMMENDED BY GYPSUM BOARD MANUFACTURER FOR THIS PURPOSE. 3. FOR FILLING JOINTS AND TREATING FASTENERS OF WATER- RESISTANT GYPSUM BACKING BOARD BEHIND BASE FOR CERAM I C TILE, USE FORMULATION RECOMMENDED BY GYPSUM BOARD MANUFACTURER FOR THIS PURPOSE. D. DRYING -TYPE JOINT COMPOUNDS: FACTORY - PREPACKAGED VINYL -BASED PRODUCTS COMPLYING WITH ONE THE FOLLOWING REQUIREMENTS FOR FORMULATION AND INTENDED USE. I. READY -MIX FORMULATION: FACTORY - PREMIXED PRODUCT. 2. ALL--PURPOSE COMPOUND FORMULATED FOR USE AS BOTH TAPING AND TOPPING COMPOUND. 1.7 MISCELLANEOUS MATERIALS: A. GENERAL: PROVIDE AUXILIARY MATERIALS FOR GYPSUM DRYWALL CONSTRUCTION WHICH COMPLY WITH REFERENCED STANDARDS AND THE RECOMMENDATIONS OF THE MANUFACTURER OF THE GYPSUM BOARD. B. LAMINATING ADHESIVE: SPECIAL ADHESIVE OR JOINT COMPOUND RECOMMENDED FOR LAMINATING GYPSUM BOARDS. G. SPOT GROUT: ASTM G 475, SETTING -TYPE JOINT COMPOUND OF TYPE RECOMMENDED FOR SPOT GROUT INS HOLLOW METAL DOOR FRAMES. D. FASTENING ADHESIVE FOR WOOD: ASTM G 557. E. FASTENING ADHESIVE FOR METAL: SPECIAL ADHESIVE RECOMMENDED FOR LAMINATING GYPSUM BOARDS TO STEEL FRAMING. F. GYPSUM BOARD SCREWS: ASTM G 1002. G. GYPSUM BOARD NAILS: ASTM G 514. H. ASPHALT FELT: ASTM D 226, TYPE I (NO. 15). SECTION OQ66O RESILIENT TILE FLOORING I. RESILIENT FLOORING SHALL BE REFERRED TO FINISH SCHEDULE FOR MATERIAL SPECIFICATIONS. 2. ACCESSORIES: A. ADHESIVES (CEMENTS): WATERPROOF, STABILIZED TYPE AS RECOMMENDED BY FLOORING MANUFACTURER TO SUIT MATERIAL AND SUBSTRATE CONDITIONS, B. CONCRETE SLAB PRIMER: NON - STAINING TYPE AS RECOMMENDED BY FLOORING MANUFACTURER. G. LEVELING AND PATCHING COMPOUNDS: LATEX TYPES AS RECOMMENDED BY FLOORING MANUFACTURER. D. METAL EDGE STRIPS: OF WIDTH SHOWN AND OF REQUIRED THICKNESS TO PROTECT EXPOSED EDGE OF RESILIENT FLOORING. PROVIDE UNITS OF MAXIMUM AVAILABLE LENGTH, TO MINIMIZE NUMBER OF JOINTS. I. MATERIAL: EXTRUDED ALUMINUM WITH MILL FINISH, UNLESS OTHERWISE SHOWN. 2. TYPE: BUTT TYPE METAL EDGE STRIPS FOR CONCEALED ANCHORAGE. SECTION OG678 RESILIENT BASE AND ACCESSORIES I. RESILIENT FLOORING - SHALL BE REFERRED TO FINISH SCHEDULE FOR MATERIALS SPECIFICATIONS. SECTION OGGOO FAINTING PAINTING - SHALL BE REFERRED TO FINISH SCHEDULE FOR MATERIAL SPECIFICATIONS. A. MANUFACTURER: I. BENJAMIN MOORE 2. PRATT 4 LAMBERT 1.2 PRIMERS A. INTERIOR FLAT LATEX -BASED PAINT: FLAT LATEX PAINT USED AS A PRIMER OVER CONCRETE AND MASONRY UNDER ALKYD FLAT AND SEMIGLOSS ENAMEL: I. BENJAMIN MOORE B. INTERIOR FLAT LATEX -BASED PAINT: FLAT LATEX PAINT USED AS A PRIMER ON PLASTER UNDER FLAT, SEMIGLOSS, AND FULL -SLOSS ALKYD FINISHES: I. BENJAMIN MOORE G. LATEX -BASED INTERIOR WHITE PRIMER: LATEX -BASED PRIMER COATING USED ON INTERIOR GYPSUM DRYWALL UNDER A FLAT LATEX PAINT OR AN ALKYD SEMIGLOSS ENAMEL. I. BENJAMIN MOORE 13 INTERIOR FINISH PAINT MATERIAL A. INTERIOR FLAT ODORLESS ALKYD PAINT: READY - MIXED, LOW -ODOR INTERIOR FLAT ALKYD ENAMEL FOR USE OVER CONCRETE, MASONRY, GYPSUM DRYWALL AND PLASTER: I. BENJAMIN MOORE 4 PRATT ,$ LAMBERT B. INTERIOR EGGSHELL ODORLESS ALKYD ENAMEL: LOW -ODOR, SEMIGLOSS, ALKYD ENAMEL FOR USE OVER A PRIMER AND UNDERCOAT ON CONCRETE, MASONRY (INCLUDING CONCRETE MASONRY BLOCK), PLASTER, WOOD, AND HARDBOARD AND BOTH FERROUS AND ZINC- COATED (GALVANIZED) METAL SURFACES AND OVER A PRIMER ON GYPSUM DRYWALL: I. BENJAMIN MOORE, PRATT 4 LAMBERT 1.4 STOREFRONT FINISH: I. PAINTED TIGER DRYLAG WHITE, AS SPECIFIED SECTION 10522 FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES 1.1 MANUFACTURERS A. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE W TH REQUIREMENTS, MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: I. ALLENCO. 2.ANSUL FIRE PROTECTION, WORMALD US INC. 3. BADGER- POWHATAN. 4, BOBRICK WASHROOM EQUIPMENT, INC. 5. J.L. INDUSTRIES. 1.2 FIRE EXTINGUISHERS A. GENERAL: PROVIDE FIRE EXTINGUISHERS OF TYPE, SIZE AND NUMBER PER REQUIREMENTS OF LOCAL GOVERNING AUTHORITIES, BUT NOT LESS THAN TWO, IN COLORS AND FINISHES SELECTED BY ARGHITEGT FROM MANUFACTURER'S STANDARD. I. FILL AND SERVICE EXTINGUISHERS TO COMPLY WITH REQUIREMENTS OF GOVERNING AUTHORITIES AND MANUFACTURER. 2. ABBREVIATIONS INDICATED BELOW IDENTIFY EXTINGUISHER TYPES RELATED TO UL CLASSIFICATION AND RATING SYSTEM AND NOT NECESSARILY TO TYPE AND AMOUNT OF EXTINGUISHING MATERIAL CONTAINED IN EXTINGUISHER. B. MULTIPURPOSE DRY CHEMICAL TYPE: UL -RATED I- A:IO -B: G, 2- I /2 -LB. NOMINAL CAPACITY, IN ENAMELED STEEL CONTAINER. G. MULTIPURPOSE DRY CHEMICAL TYPE: UL -RATED 2-A:10: 0, 5 -LB. NOMINAL GAPAGITY, IN ENAMELED STEEL CONTAINER. D. MULTIPURPOSE DRY CHEMICAL TYPE: UL -RATED 4- A: -B: G, 10-LB. NOMINAL CAPACITY, IN ENAMELED STEEL CONTAINER. 13 MOUNTING BRACKETS A. PROVIDE BRACKETS DESIGNED TO PREVENT AGG I DENTAL DISLODGMENT OF EXTINGUISHER, OF SIZES REQUIRED FOR TYPE AND CAPACITY OF EXTINGUISHER INDICATED IN PLATED FINISH - I. PROVIDE BRACKETS FOR EXTINGUISHERS NOT LOCATED IN CABINETS. SECTION 11000 EQUIPMENT DIVISION II - EQUIPMENT 1. WHERE ILLUSTRATED ON PLANS, SECURITY SYSTEM, COMPUTER, GASH RESISTER, MUSIC SYSTEMS AND TELEPHONE SYSTEM WILL BE SUPPLIED BY OWNER. GENERAL CONTRACTOR SHALL PROVIDE NECESSARY STAGING IN ORDER TO PROVIDE OWNER WITH AMPLE "LEAD TIME" FOR OWNER'S SUBCONTRACTORS. SECTION 16515 INTERIOR LIGHTING FIXTURES I. ALL LIGHT FIXTURES 4 LAMPS INCLUDING EXIT LIGHTS & EMERGENCY LIGHTS SHALL BE SUPPLIED BY OWNER AND INSTALLED BY GG. Part 3 - EXECUTION INSTALLATION GENERAL 1.1 INSTALLATION OF PRODUCTS: A. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION OF PRODUCTS IN THE APPLICATIONS INDICATED. ANCHOR EACH PRODUCT SECURELY IN PLAGE, ACCURATELY LOCATED AND ALIGNED WITH OTHER WORK, GLEAN EXPOSED SURFACES AND PROTECT AS NECESSARY TO ENSURE FREEDOM FROM DAMAGE AND DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION, CONCRETE I. INSTALLATION A. FILL ALL FLOOR DEPRESSIONS GREATER THAN 1/2" IN DEPTH MIX CONCRETE IN COMPLIANCE WITH AGI 304 AND DELIVER IN COMPLIANCE WITH ASTM Cq4. B. PLAGE CONCRETE IN ACCORDANCE WITH AGI 301, AND AGI 318. SCREED FLOORS AND SLABS ON GRADE LEVEL, MAINTAINING SURFACE FLATNESS OF MAXIMUM 1/4 INCH IN 10 FEET. G. FINISH IN ACCORDANCE WITH AGI 301. D. PROVIDE STEEL TROWEL FINISH IMMEDIATELY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES, AND MECHANICAL INJURY. E. MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD NECESSARY FOR HYDRATION OF GEMENT AND HARDENING OF CONCRETE. F. CURE FLOOR SURFACES IN ACCORDANCE WITH AGI 308. G. WHEREVER THE TENANT'S GENERAL CONTRACTOR REMOVES THE EXISTING SLAB AS PART OF THE STORE CONSTRUCTION, THE TENANT'S GENERAL CONTRACTOR SHALL INSTALL A MINIMUM OF 4" THICK CONCRETE SLAB ON COMPACTED FILL WITH MINIMUM 3000PSI STRUCTURAL CONCRETE WITH WELDED WIRE MESH OR FIBER REINFORCING. BEFORE INSTALLING THE CONCRETE SLAB ON GRADE, THE TENANT'S GENERAL CONTRACTOR MUST COMPACT ALL FILL AS REQUIRED 50 UNEVEN FLOOR SLAB SETTLING DOES NOT OCCUR. - DO S H. CHANNELING OF THE CONCRETE SLAB ON GRADE NOT PERMITTED. SAW GUTTING OF CONCRETE SLAB ON GRADE IS PERMITTED FOR INSTALL INS PIPING AND CONDUIT BELOW THE SLAB, WITH CONCRETE SLAB RE- INSTALLED IN AGGORDANGE WITH THE ABOVE NOTED REQUIREMENTS. FINISH CARPENTRY ' MILLWORK I. INSTALLATION COMPLY WITH AK QUALITY STANDARDS SECTION 1700. CONDITION WOODWORK TO AVERAGE PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS PRIOR TO INSTALLING. INSTALL WOODWORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF I /8" IN 5' -0 FOR PLUMB AND LEVEL WITH NO VARIATIONS IN FLUSHNESS OF ADJOINING SURFACES. SCRIBE AND GUT WORK TO FIT ADJOINING WORK, AND REFINISH GUT SURFACES OR REPAIR DAMAGED FINISH AT CUTS. A, STANDING RUNNING TRIM: INSTALL WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL- LENGTH PIECES TO THE GREATEST EXTEND POSSIBLE. STAGGER JOINTS IN ADJACENT AND RELATED MEMBERS. COPE AT RETURNS, MITER AT CORNERS AND COMPLY WITH REFERENCED QUALITY STANDARDS FOR JOINERY, B. CUSTOM CASEWORK: INSTALL WITHOUT DISTORTION 50 THAT DOORS AND DRAWERS FIT OPENINGS AND TO PROVIDE UNENCUMBERED OPERATION. MAINTAIN VENEER SEQUENCE MATCHING (IF ANY) OF CABINETS WITH TRANSPARENT FINISH. COORDINATE WIRING WITH SECTION 16000 - ELECTRICAL.. G. TOPS: ANCHOR SECURELY FROM THE UNDERSIDE WITH CONCEALED FASTENERS. LOCATE JOINTS AND SEAMS UNIFORMLY AND SYMMETRICALLY AND ONLY WHERE SHOWN ON APPROVED SHOP DRAWINGS. MAKE JOINTS HAI RLINE TIGHT AND HELD WITH CONGEALED CONNECTOR BOLTS. D. PANELING: ANCHOR PANELING TO SUPPORT SUBSTRATE WITH CONGEALED PANEL HANGER CLIPS, AND BY BLIND NAILING ON BACK -UP STRI PS, SPLINED- CONNECTION STRIPS, AND SIMILAR ASSOCIATED TRIM AND FRAMING. DO NOT FACE -NAIL, UNLESS OTHERWISE INDICATED OR CONGEALED BY MOLDING AND TRIM. 1.1 PREPARATION A. CONDITION WOODWORK TO AVERAGE PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS BEFORE INSTALLING. 1.2 INSTALLATION A. QUALITY STANDARD: INSTALL WOODWORK TO COMPLY WITH AA' SECTION 1'700 FOR SAME GRADE SPECIFIED IN PART 2 OF THIS SECTION FOR TYPE OF WOODWORK INVOLVED. B. FIRE- RETARDANT - TREATED WOOD: HANDLE, STORE, AND INSTALL FIRE- RETARDANT - TREATED WOOD TO COMPLY WITH RECOMMENDATIONS OF CHEMICAL TREATMENT MANUFACTURER INCLUDING THOSE FOR ADHESIVES WHERE ARE USED TO INSTALL WOODWORK. G. ANCHOR WOODWORK TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY ATTACHED TO SUBSTRATES. SECURE TO GROUNDS, STRIPPING AND BLOCKING WITH COUNTERSUNK, CONGEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR A COMPLETE INSTALLATION. USE FINE FINISHING NAILS FOR EXPOSED NAILING, COUNTERSUNK AND FILLED FLUSH WI TH WOODWORK AND MATCHING FINAL FINISH. D. STANDING AND RUNNING TRIM AND RAILS: INSTALL WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL - LENGTH PIECES (FROM MAXIMUM LENGTH OF LUMBER AVAILABLE). STAGGER JOINTS IN ADJACENT AND RELATED MEMBERS. COPE AT RETURNS AND MITER AT CORNERS G 4 8 COMPLY WITH REFERENCED QUALITY STANDARDS FOR JOINERY. E. CABINETS: INSTALL WITHOUT DISTORTION 50 THAT DOORS AND DRAWERS FIT OPENINGS PROPERLY AND ARE ACCURATELY ALIGNED, MAINTAIN VENEER SEQUENCE MATCHING (IF ANY) OF CABINETS WITH TRANSPARENT FINISH COORDINATE WIRING WITH SECTION 16000 - ELECTRICAL. 1.3 ADJUSTMENT AND CLEANING A. REPAIR DAMAGED AND DEFECTIVE WOODWORK WHERE POSSIBLE TO ELIMINATE DEFECTS FUNCTIONALLY AND VISUALLY; WHERE NOT POSSIBLE TO REPAIR, REPLACE WOODWORK. ADJUST JOINERY FOR UNIFORM APPEARANCE. B. GLEAN, LUBRICATE, AND ADJUST HARDWARE. G. GLEAN WOODWORK ON EXPOSED AND SEMI EXPOSED SURFACES, TOUGH UP FACTORY- APPLIED FINISHES TO RESTORE DAMAGED OR SOILED AREAS. 1.4 PROTECTION A. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS, IN A MANNER ACCEPTABLE TO MANUFACTURER AND INSTALLER, THAT ENSURES THAT WOODWORK IS BEING WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. STEEL DOORS FRAMES 1.1 INSTALLATION A. GENERAL: INSTALL STANDARD STEEL FRAMES, AND ACCESSORIES IN ACCORDANCE WI MANUFACTURER'S DATA, AND AS HEREIN SPECIFIED. I. INSTALL FIRE -RATED FRAMES IN ACCORDANCE WITH NFPA STANDARD NO. 80. 2. IN METAL STUD PARTITIONS, INSTALL AT LEAST 5 WALL ANCHORS PER JAMB AT HINGE AND STRIKE LEVELS. IN CLOSED STEEL STUD PARTITIONS, ATTACH WALL ANCHORS TO STUDS WITH SCREWS. 5. IN IN -PLAGE DRYWALL PARTITIONS INSTALL KNOCK DOWN LIP -ON DRYWALL FRAMES. L 1.2 ADJUST AND GLEAN A. PRIME GOAT TOUCH -UP: IMMEDIATELY AFTER ERECTION, SAND SMOOTH ANY RUSTED OR DAMAGED AREAS OF PRIME GOAT AND APPLY TOUGH - UP OF COMPATIBLE AIR - DRYING PRIMER. B. FINAL ADJUSTMENTS: CHECK AND READJUST OPERATING HARDWARE ITEMS, LEAVING STEEL DOORS AND FRAMES UNDAMAGED AND IN COMPLETE AND PROPER OPERATING GONDITION. FINISH HARDWARE 1.1 INSTALLATION: A. MOUNT HARDWARE UNITS AT HEIGHTS INDICATED IN "RECOMMENDED LOCATIONS FOR BUILDERS HARDWARE FOR STANDARD STEEL DOORS AND FRAMES" BY THE DOOR AND HARDWARE INSTITUTE,EXCEPT AS SPEC 1FICALLY INDICATED OR REQUIRED TO COMPLY WITH GOVERNING REGULATIONS, AND EXCEPT AS MAY BE OTHERWISE DIRECTED BY ARCHITECT. B. INSTALL EACH HARDWARE ITEM I N COMPL I ANGE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. DO NOT INSTALL SURFACE- MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE. G. SET THRESHOLDS FOR EXTERIOR DOORS IN FULL BED OF BUTYL - RUBBER OR POLY ISOBUTYLENE MASTIC SEALANT. 1.2 ADJUST AND GLEAN: A. INSTRUCT OWNER'S PERSONNEL IN PROPER ADJUSTMENT AND MAINTENANCE OF HARDWARE AND HARDWARE FINISHES, DURING THE FINAL ADJUSTMENT OF HARDWARE. GLASS GLAZING 1.1 EXAMINATION: A. REQUIRE GLAZIER TO INSPECT WORK OF GLASS FRAMING ERECTOR FOR COMPLIANCE W1 TH MANUFACTURING AND 1 NSTALLAT I ON TOLERANCES, INCLUDING THOSE FOR SIZE, SQUARENESS, OFFSETS AT CORNERS; FOR PRESENCE AND FUNCTIONING OF WEEP SYSTEM; FOR EXISTENCE OF MINIMUM REQUIRED FACE OR EDGE CLEARANCES; AND FOR EFFECTIVE SEALING OF JOINERY. OBTAIN GLAZIER'S WRITTEN REPORT LISTING CONDITIONS DETRIMENTAL TO PERFORMANCE OF GLAZ ING WORK. DO NOT ALLOW BL WORK TO PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 1.2 PREPARATION: A. GLEAN BLAZING CHANNELS AND OTHER FRAMING MEMBERS TO RECEIVE GLASS, IMMEDIATELY BEFORE BL REMOVE COATINGS WHICH ARE NOT FIRMLY BONDED TO SUBSTRATES. REMOVE LACQUER FROM METAL SURFACES WHERE ELASTOMERI SEALANT ARE INDIGATED FOR USE. 1.5 GLAZING, GENERAL: A. COMPLY WITH COMBINED PRINTED RECOMMENDATIONS OF GLASS MANUFACTURERS, OF MANUFACTURERS OF SEALANT, GASKETS AND OTHER BLAZING MATERIALS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDIGATED, INCLUDING THOSE OF REFERENCED SLAZINS STANDARDS. B. SLAZINS CHANNEL DIMENSIONS AS INDIGATED IN DETAILS ARE INTENDED TO PROVIDE FOR NECESSARY BITE ON GLASS, MINIMUM EDGE AND FACE CLEARANCES, AND ADEQUATE SEALANT THICKNESSES, WITH REASONABLE TOLERANCES. ADJUST AS REQUIRED BY JOB CONDITIONS AT TIME OF INSTALLATION. G. PROTECT GLASS FROM EDGE DAMAGE DURING HANDLING AND INSTALLATION; USE A ROLLING BLOCK IN ROTATING SLASS UNITS TO PREVENT DAMAGE TO GLASS CORNERS. DD NOT IMPACT GLASS WITH METAL FRAMING. USE SUCTION CUPS TO SHIFT GLASS UNITS WITHIN OPENINOS; DO NOT RAISE OR DRIFT GLASS WITH A PRY BAR. ROTATE GLASS WITH FLARES OR BEVELS ALONG ONE HORIZONTAL EDGE WHICH WOULD OCCUR IN VICINITY OF SETTING BLOCKS 50 THAT THESE ARE LOCATED AT TOP OF OPENING. REMOVE FROM PROJECT AND DISPOSE OF GLASS UNITS WITH EDGE DAMAGE OR. OTHER IMPERFECTIONS OF KIND THAT, WHEN INSTALLED, WEAKENS GLASS AND IMPAIRS PERFORMANCE AND APPEARANCE. D. APPLY PRIMERS TO JOINT SURFACES WHERE REQUIRED FOR ADHESION OF SEALANT. 1.4 SL A. INSTALL SETTING BLOCKS OF PROPER SIZE IN SILL RABBET, LOCATED ONE QUARTER OF GLASS WIDTH FROM EACH CORNER, BUT WITH EDGE NEAREST CORNER NOT CLOSER THAN 6" FROM CORNER, UNLESS OTHERWISE REQUIRED. SET BLOCKS IN THIN COURSE OF SEALANT WHICH 15 ACCEPTABLE FOR HEEL BEAD USE. B. PROVIDE SPACERS INSIDE AND OUT, OF CORRECT SIZE AND SPACING TO PRESERVE REQUIRED FACE CLEARANCES, FOR GLASS SIZES LARGER THAN 50 UNITED INCHES (LENGTH PLUS HEIGHT), EXCEPT WHERE BASKETS OR. BLAZING TAPES WITH CONT INUOUS SPACER RODS ARE USED FOR BLAZING. PROVIDE 1/8" MINIMUM BITE OF SPACERS ON GLASS AND USE THICKNESS EQUAL TO SEALANT WIDTH, EXCEPT WITH SEALANT TAPE USE THICKNESS SLIGHTLY LESS THAN FINAL COMPRESSED THICKNESS OF TAPE. G. PROVIDE EDGE BLOCKING TO COMPLY WITH REQUIREMENTS OF REFERENCED GLAZ ING STANDARD, EXCEPT WHERE OTHERWISE REQUIRED BY GLASS UNIT MANUFACTURER. D. SET UNITS OF GLASS IN EACH SERIES WITH UNIFORMITY OF PATTERN, DRAW, BOW AND SIMILAR CHARACTER] STIGS. E. FORGE SEALANT INTO GLAZING CHANNELS TO ELIMINATE VO IDS AND TO ENSURE COMPLETE "WETTING" OR BOND OF SEALANT TO GLASS AND CHANNEL SURFACES. F. TOOL EXPOSED SURFACES OF SEALANT TO PROVIDE A SUBSTANTIAL "WASH" AWAY FROM GLASS. INSTALL PRESSURIZED TAPES AND GASKETS TO PROTRUDE SLIGHTLY OUT OF CHANNEL, SO AS TO ELIMINATE DIRT AND MOISTURE POCKETS. G. WHERE WEDGE- SHAPED GASKETS ARE DRIVEN INTO ONE SIDE OF CHANNEL TO PRESSURIZE SEALANT OR GASKET ON OPPOSITE 51 DE, PROVIDE ADEQUATE ANCHORAGE TO ENSURE THAT GASKET WILL NOT "WALK" OUT WHEN INSTALLATION IS SUBJECTED TO MOVEMENT. H. MITER GUT WEDGE - SHAPED GASKETS AT CORNERS AND INSTALL GASKETS IN MANNER. RECOMMENDED BY GASKET MANUFACTURER TO PREVENT PULL AWAY AT CORNERS; SEAL CORNER JOINTS AND BUTT JOINTS WITH SEALANT RECOMMENDED BY GASKET MANUFACTURER. . LOCK -STRIP GASKET GLAZING: COMPLY WITH ASTM G 716 AND GASKET MANUFACTURER'S PRINTED RECOMMENDATIONS. PROVIDE SUPPLEMENTARY WET SEAL AND WEEP SYSTEM UNLESS OTHERWISE INDI GATED . 1.5 PROTECTION AND CLEANING: A. PROTECT GLASS FROM CONTACT WITH CONTAMINATING SUBSTANCES RESULT 1 NS FROM CONSTRUCTION OPERATIONS. IF, DESPITE SUCH PROTECTION, CONTAMINATING SUBSTANCES DO COME INTO CONTACT WITH GLASS, REMOVE IMMEDIATELY BY METHOD RECOMMENDED BY GLASS MANUFACTURER. B. REMOVE AND REPLACE GLASS WHICH IS BROKEN, CHIPPED, CRACKED, ABRADED OR DAMAGED IN OTHER WAYS DURING CONSTRUCTION PERI INGLUDINS NATURAL CAUSES, ACCIDENTS AND VANDALISM. G. WASH GLASS ON BOTH FACES NOT MORE THAN 4 DAYS PRIOR TO DATE SCHEDULED FOR INSPECTIONS INTENDED TO ESTABLISH DATE OF SUBSTANTIAL COMPLETION IN EACH AREA OF PROJECT. WASH SLASS BY METHOD RECOMMENDED BY GLASS MANUFACTURER. MIRRORED GLASS 1.1 GLAZING A. GENERAL: INSTALL MIRRORS TO G WITH PRINTED DIRECTIONS OF MIRROR. MANUFACTURER, AND WITH REFERENCE STANDARD AND NAMM DOCUMENT. MO MIRRORS IN PLAGE TO AVOID DISTOR REFLECTED IMAGES AND PROVIDE SF AIR CIRCULATION BETWEEN BACK OF AND FACE OF MOUNTING SURFACE. GYPSUM DRYWALL 1.1 EXAMINATION: 1.2 PREPARATION: B. MASTIC SPOT INSTALLATION SYSTEM: INSTALL MIRRORS WITH MASTIC AS FOLLOWS: I. IDENTIFY AND EXAMINE SURFACES OVER WHICH MIRROR 15 TO BE MOUNTED. COMPLY WITH MANUFACTURER'S PRINTED INSTALLATION DIRECTIONS FOR PREPARATION OF MOUNTING SURFACES INCLUDING COATING SURFACES WITH MASTIC MANUFACTURER'S SPECIAL BOND COATING WHERE APPLICABLE. 2. APPLY BARRIER COAT TO MIRROR BACKING WHERE APPROVED BY MANUFACTURERS OF MIRROR BACKING MATERIAL. 3. APPLY MASTIC IN SPOTS TO COMPLY WITH MASTIC MANUFACTURER'S PRINTED DIRECTIONS FOR COVERAGE AND TO ALLOW AIR CIRCULATION BETWEEN BACK OF MIRROR AND FACE OF AND MOUNTING SURFACE. 4. AFTER MASTIC IS APPLIED, ALIGN MIRROR AND PRESS INTO PLAGE WHILE MAINTAINING A MINIMUM AIR SPACE OF 3/16 INCH BETWEEN BAGK OF MIRROR AND MOUNTING SURFACE, A. EXAMINE SUBSTRATES TO WHICH DRYWALL CONSTRUCTION ATTACHES OR. ABUTS, PRESET HOLLOW METAL FRAMES, GAST -IN- ANCHORS, AND STRUCTURAL FRAMING, WITH INSTALLER PRESENT, FOR COMPLIANCE WI TH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF DRYWALL CONSTRUCTION. DO NOT PROCEED WI TH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. A. CEILING ANCHORAGE: COORD INATE INSTALLATION OF CEILINS SUSPENSION SYSTEM WITH INSTALLATION OF OVERHEAD STRUCTURAL SYSTEMS TO ENSURE THAT INSERTS AND OTHER STRUCTURAL ANCHORAGE PROVISIONS HAVE BEEN INSTALLED TO RECEIVE CEILING ANCHORS IN A MANNER THAT WILL DEVELOP THEIR FULL STRENGTH AND AT SPAGINS REQUIRED TO SUPPORT CEILING. I. FURNISH CONCRETE INSERTS AND OTHER DEVICES INDICATED, TO OTHER TRADES FOR INSTALLATION WELL IN ADVANCE OF TIME NEEDED FOR COORDINATION WITH OTHER 13 INSTALLATION OF STEEL FRAMING, GENERAL: A. STEEL FRAMING INSTALLATION STANDARD: INSTALL STEEL FRAMING TO COMPLY WITH ASTM G 754 AND WITH ATM G 840 REQUIREMENTS THAT APPLY TO FRAMING INSTALLATION. CODE MED FOR ee p n r� MPL'i PP OVED 1 FGM,OPR • 3 2008 OWNER COACH 516 WEST 54th STREET NEV' YORK, NY 10001 SEAL : I HEREBY CERTIFY THAT THIS DRAWIN WAS PREPARED BY M OR UNDER MY DIRECT SUPERVISION A D THAT I AM A DULY REGISTERED /LIG NSED ARCHITECT UNDER THE LAWS 0 THE STATE OF 5H1 OT0N WA AR4, IT TU L REG. NO: 4306 30 N STA 12-11-07 12-21-01 01 -25 -05 TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect f∎ c: 1. IIi WASHINGTON PERMIT LANDLORD REVIEW LANDLORD COMMENTS TENANT COMMENTS SPACE #1540 LEVEL I OF 3 KEY PLAN COACH PROJECT LOCAT ION: IAIESTFIELD SOUTHGENTER 60 SOUTHGENTER MALL SUITE #1540 SEATTLE, lNA c1.13155 SPACE NO. 1540 AREA: 2,580 SE SHEET TITLE: ARCH ITECTURAL SPECIFICATIONS PROJECT NO. 70445 SGALEp l N/A DATE: MAR 21200B -25 -05 DRAW1Fb1'`:' FN REVIEWED BY: BH SHEET NO. X502 B. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING AT TERMINATIONS IN THE WORK AND FOR SUPPORT OF FIXTURES, EQUIPMENT SERVICES, HEAVY TRIM, GRAB BARS, TOILET ACCESSORIES, FURNISHINGS, AND SIMILAR CONSTRUCTION TO COMPLY WITH DETAILS INDICATED AND WITH RECOMMENDATIONS OF GYPSUM BOARD MANUFACTURER, OR IF NONE AVAILABLE, WITH "GYPSUM CONSTRUCTION HANDBOOK" PUBLISHED BY UNITED STATES G YPSUM GO. G. ISOLATE STEEL FRAMING FROM BUILDING STRUCTURE TO PREVENT TRANSFER OF LOADING IMPOSED BY STRUCTURAL MOVEMENT, AT LOCATIONS INDICATED BELOW TO COMPLY WITH DETAILS SHOWN ON DRAWINGS: 1. WHERE EDGES OF SUSPENDED CEILINGS ABUT BUILDING STRUCTURE HORIZONTALLY AT CEILING PERIMETERS OR PENETRATION OF STRUCTURAL ELEMENTS. 2. WHERE PARTITION AND WALL FRAMING ABUTS OVERHEAD STRUCTURE. D. DO NOT BRIDGE BUILDING EXPANSION AND CONTROL JOINTS WITH STEEL FRAMING OR FURRING MEMBERS; INDEPENDENTLY FRAME BOTH SIDES OF JOINTS WITH FRAMING OR FURRING MEMBERS OR AS INDICATED. 1.4 INSTALLATION OF STEEL FRAMING FOR SUSPENDED AND FURRED CEILINGS: A. SECURE HANGERS TO STRUCTURAL SUPPORT BY CONNECTING DIRECTLY TO STRUCTURE WHERE POSSIBLE, OTHERWISE CONNECT TO CAST -IN CONCRETE INSERTS OR OTHER ANCHORAGE DEVICES OR FASTENERS AS INDICATED. I. DO NOT ATTACH HANGERS TO METAL DEGK TABS. 2. DO NOT ATTACH HANGERS TO METAL ROOF DECK. 5. DO NOT ATTACH HANGERS TO UNDERSIDE OF CONCRETE SLABS WITH POWDER - ACTUATED FASTENERS. B. DO NOT CONNECT OR SUSPEND STEEL FRAMING FROM DUCTS, PIPES OR CONDUIT. G. KEEP HANGERS AND BRACES 2 INCHES CLEAR OF DUCTS, PIPES AND CONDUITS. D. SWAY -BRACE SUSPENDED STEEL FRAMING WITH HANGERS USED FOR SUPPORT. E. INSTALL. SUSPENDED STEEL FRAMING COMPONENTS I N SIZES AND AT SPACINGS INDICATED BUT NOT LESS THAN THAT REQUIRED BY REFERENCED STEEL FRAMING INSTALLATION STANDARD. I. WIRE HANGERS: 0.1620 INCH DIAMETER (8 GAGE), 4 FT, ON CENTER. 2. CARRYING CHANNELS (MAIN RUNNERS): 1 -1/2 INCH, 4 FT. ON CENTER. 5. RIGID FURRING CHANNELS (FURRING MEMBERS): 24 INCHES ON CENTER. F. INSTALLATION TOLERANCES: INSTALL STEEL FRAMING COMPONENTS FOR SUSPENDED CEILINGS 50 THAT GROSS FURRING MEMBERS OR GRID SUSPENSION MEMBERS ARE LEVEL TO WITHIN I/8 INCH IN 12 FT. AS MEASURED BOTH LENGTHWISE ON EACH MEMBER AND TRANSVERSELY BETWEEN PARALLEL MEMBERS. G. WIRE -TIE OR CLIP FURRING MEMBERS TO MAIN RUNNERS AND TO OTHER STRUCTURAL SUPPORTS AS INDICATED. H. GRID SUSPENSION SYSTEM: ATTACH PERIMETER WALL TRACK OR ANGLE WHERE GRID SUSPENSION SYSTEM MEETS VERTICAL SURFACES. MECHANICALLY JOIN MAIN BEAM AND GROSS FURRING MEMBERS TO EACH OTHER AND BUTT -GUT TO FIT INTO WALL TRACK. I. ATTACH GYPSUM BOARD TO STEEL STUDS 50 THAT LEADING EDGE OR END OF EACH BOARD IS ATTACHED TO OPEN (UNSUPPORTED) EDGE OF STUD FLANGE FIRST. J. ATTACH GYPSUM BOARD TO SUPPLEMENTARY FRAMING AND BLOCKING PROVIDED FOR ADDITIONAL SUPPORT AT OPENINGS AND CUTOUTS. K. SPOT GROUT HOLLOW METAL DOOR FRAMES FOR SOLID GORE WOOD DOORS, HOLLOW METAL DOORS AND DOORS OVER 52 INCHES WIDE. APPLY SPOT GROUT AT EACH JAMB ANCHOR GL IF JUST BEFORE INSERTING BOARD INTO FRAME. L. FORM CONTROL JOINTS AND EXPANSION JOINTS AT LOCATIONS INDICATED, WITH SPACE BETWEEN EDGES OF BOARDS, PREPARED TO RECEIVE TRIM ACCESSORIES. M. COVER BOTH FACES OF STEEL STUD PARTITION FRAMING WITH GYPSUM BOARD IN CONGEALED SPACES (ABOVE CEILINGS, ETC.), EXCEPT IN CHASE WALLS WHICH ARE BRACED INTERNALLY. N. ISOLATE PERIMETER OF NON - LOAD - BEARING DRYWALL PARTITIONS AT STRUCTURAL ABUTMENTS. PROVIDE 1/4 INCH TO 1/2 INCH SPACE AND TRIM EDGE WITH "U" BEAD EDGE TRIM. SEAL JOINTS WITH ACOUSTICAL SEALANT. 0. SPACE FASTENERS I N GYPSUM BOARDS I N ACCORDANCE WITH REFERENCED GYPSUM BOARD APPLICATION AND FINISHING STANDARD AND MANUFACTURE'S RECOMMENDATIONS. 1.1 METHODS OF G YPSUM BOARD APPLICATION: A. SINGLE -LAYER APPLICATION: INSTALL GYPSUM WALLBOARD AS FOLLOWS: I. ON CEILINGS APPLY GYPSUM BOARD PRIOR TO WALL /PARTITION BOARD APPLICATION TO THE GREATEST EXTENT POSSIBLE. 2. ON PARTITIONS /WALLS APPLY GYPSUM BOARD VERTICALLY (PARALLEL TO FRAMING), UNLESS OTHERWISE INDICATED, AND PROVIDE SHEET LENGTHS WHICH WILL MINIMIZE END JOINTS. 5. ON PARTITIONS /WALLS 8' -I" OR LESS IN HEIGHT APPLY GYPSUM BOARD HORIZONTALLY (PERPENDICULAR TO FRAMING); USE MAXIMUM LENGTH SHEETS POSSIBLE TO MINIMIZE END JOINTS. B. WALL TILE BASE: WHERE DRYWALL 15 BASE FOR THIN -SET CERAMIC TILE AND SIMILAR RIGID APPLIED WALL FINISHES, INSTALL GYPSUM BACKING BOARD. I. IN "DRY" AREAS INSTALL GYPSUM BACKING BOARD OR WALLBOARD WITH TAPERED EDGES TAPED AND FINISHED TO PRODUCE A FLAT SURFACE. 2. AT SHOWERS, TUBS AND SIMILAR "WET" AREAS INSTALL WATER- RESISTANT GYPSUM BACKING BOARD TO COMPLY WITH ASTM G 840 AND RECOMMENDATIONS OF GYPSUM BOARD MANUFACTURER. G. SINGLE -LAYER FASTENING METHODS: FASTEN WITH SCREWS. 1.8 INSTALLATION OF DRYWALL TRIM ACCESSORIES: A. GENERAL: WHERE FEASIBLE, USE THE SAME FASTENERS TO ANCHOR TRIM ACCESSORY FLANGES AS REQUIRED TO FASTEN GYPSUM BOARD TO THE SUPPORTS. OTHERWISE, FASTEN FLANGES TO COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. B. INSTALL CORNER BEADS AT EXTERNAL CORNERS. G. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI - EXPOSED, AND EXCEPT WHERE PLASTIC TRIM IS INDICATED. PROVIDE TYPE WITH FACE INDICATED. FLANGE TO RECEIVE JOINT COMPOUND EXCEPT WHERE "U" BEAD (SEMI- FINISHING TYPE). I. INSTALL "LG" BEAD WHERE DRYWALL CONSTRUCTION 15 TIGHTLY ABUTTED TO OTHER CONSTRUCTION AND BACK FLANGE GAN BE ATTACHED TO FRAMING OR SUPPORTING SUBSTRATE. 2. INSTALL "L" BEAD WHERE EDGE TRIM GAN ONLY BE INSTALLED AFTER GYPSUM BOARD 15 INSTALLED. 5. INSTALL U -TYPE TRIM WHERE EDGE 15 EXPOSED, REVEALED, GASKETED, OR SEALANT - FILLED (INCLUDING EXPANSION JOINTS). D. INSTALL U -BEAD WHERE INDIGATED, AND WHERE EXTERIOR GYPSUM BOARD EDGES ARE NOT COVERED BY APPLIED MOLDINGS OR INDIGATED TO RECEIVE EDGE TRIM WITH FACE FLANGES COVERED WITH JOINT COMPOUND. E. INSTALL PLASTIC EDGE TRIM WHERE INDIGATED ON WALL PANELS AT JUNCTURE WITH CEILINGS. F. INSTALL CONTROL JOINTS AT LOCATIONS INDIGATED, OR IF NOT INDIGATED, AT SPACINGS AND LOCATIONS REQUIRED BY REFERENCED GYPSUM BOARD APPLICATION AND FINISH STANDARD, AND APPROVED BY THE ARCHITECT FOR VISUAL EFFECT. I.G FINISHING OF DRYWALL: A. GENERAL: APPLY JOINT TREATMENT AT GYPSUM BOARD JOINTS (BOTH DIRECTIONS); FLANGES OF CORNER BEAD, EDGE TRIM, AND CONTROL JOINTS; PENETRATIONS; FASTENER HEADS, SURFACE DEFECTS AND ELSEWHERE AS REQUIRED TO PREPARE WORK FOR DECORATION. B. PREFILL OPEN JOINTS AND ROUNDED OR BEVELED EDGES, IF ANY, USING SETTING -TYPE JOINT COMPOUND. INDICATED. C. APPLY JOINT TAPE AT JOINTS BETWEEN GYPSUM BOARDS, EXCEPT WHERE TRIM ACCESSORIES ARE D. FINISH INTERIOR GYPSUM WALLBOARD TO A LEVEL 5 FINISH BY APPLYING THE FOLLOWING JOINT COMPOUNDS I N 3 GOATS (NOT INCLUDING PREFILL OF OPENINGS IN BASE), AND SAND BETWEEN COATS AND AFTER LAST COAT: I. EMBEDDING AND FIRST GOAT: READY -MIX DRYING -TYPE ALL - PURPOSE OR TAPING COMPOUND. 2. FILL (SECOND) GOAT: READY -MIX DRYING -TYPE ALL - PURPOSE OR TOPPING COMPOUND. 5. FINISH (THIRD) GOAT: READY -MIX DRYING -TYPE ALL - PURPOSE OR TOPPING COMPOUND. E. PARTIAL FINISHING: OMIT THIRD COAT AND SANDING ON CONGEALED DRYWALL CONSTRUCTION WHICH IS INDICATED FOR DRYWALL FINISHING OR WHICH REQUIRES FINISHING TO ACHIEVE FIRE - RESISTANCE RATING, SOUND RATING OR TO AGT AS AIR OR SMOKE BARRIER. 1.10 PROTECTION: A. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS, I N A MANNER SUITABLE TO INSTALLER, WHICH ENSURES GYPSUM DRYWALL CONSTRUCTION BEING WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. STRUCTURAL METAL FRAM' NS 1.1 INSTALLATION: A. METAL FASTENERS POWER DRIVEN STUDS: MINIMUM `1/52" DIAMETER, SHOT THROUGH 2" DIAMETER. BY I/8" WASHER. WHERE ATTACHING STUD RUNNER TRACKS, MAXIMUM SPACING SHALL NOT EXCEED 3' -O" O.G. MINIMUM OF TWO(2) POWER DRIVEN STUDS PER RUNNER TRACK. B. INSTALLATION OF METAL STUDS SHALL CONFORM TO MALL TENANT CRITERIA HANDBOOK. G. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. ROUGH CARPENTRY I. INSTALLATION: INSPECT AND DISCARD MATERIALS WITH DEFECTS. SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES. WITH MEMBERS PLUMB AND TRUE TO LINE AND GUT AND FITTED. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION, SCRIBE AND COPE AS REQUIRED FOR ACCURATE FIT. CORRELATE LOCATION OF FURRING, NAIL'S, BLOCKING, GROUNDS AND SIMILAR SUPPORTS TO ALLOW ATTACHMENT OF OTHER CONSTRUCTION. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATE AND COUNTERSINK FASTENERS FLUSH. MAKE BLOCKING FLUSH WITH FRAMING. 2. BACKING PANELS COMPLY WITH RECOMMENDATIONS OF "APA DESIGN /CONSTRUCTION GUIDE- RESIDENTIAL AND COMMERCIAL SECURELY ANCHOR TO FRAMING AND SUPPORTS. CUSTOM CASEWORK. 1. INSTALLATION: AS MINIMUM REQUIREMENT, COMPLY WITH STANDARDS FOR CUSTOM GRADE OF THE ARCHITECTURAL WOODWORK INSTITUTE. FINISH FREE FROM OPEN JOINTS, HAMMER AND MACHINE MARKS, STRUCTURAL DEFECTS AND SURFACE BLEMISHES. WHEREVER PRACTICAL, CONGEAL MEANS OF FASTENING VARIOUS FARTS AND MEMBERS TOGETHER. STOREFRONT I. INSTALLATION SHOP PRE - ASSEMBLE STOREFRONT TO THE GREATEST EXTENT POSSIBLE. A. SET STOREFRONT UNITS PLUMB, LEVEL AND TRUE TO LINE, AND WITHOUT WARP OR RACK OF FRAMES, B. PROVIDE UNIFORM SUPPORT AT SILLS. IF SHIMMED, PLACE MINIMUM 2 INCH WIDE SHIMS NOT OVER 8 INCHES ON CENTER. G. ANCHOR SECURELY IN PLACE. DO NOT DISTORT FRAMES NOR PULL MEMBERS OUT OF LINE WITH ANCHORS. D. COORDINATE INSTALLATION OF ASSEMBLY WITH GLASS, GLAZING, AND SIGNAGE. PAINTING 1.1 EXAMINATION A. EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH PAINTING WILL BE PERFORMED FOR COMPLIANCE WITH REQUIREMENTS FOR APPLICATION OF PAINT. DO NOT BEGIN PAINT APPLICATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. I. START OF PAINTING WILL BE CONSTRUED AS THE APPLICATOR'S ACCEPTANCE OF SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. 1.2 PREPARATION A. GENERAL PROCEDURES: REMOVE HARDWARE AND HARDWARE ACCESSORIES, PLATES, MACHINED SURFACES, LIGHTING FIXTURES, AND SIMILAR ITEMS I N PLACE THAT ARE NOT TO BE FAINTED, OR PROVIDE SURFACE- APPLIED PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING. REMOVE THESE ITEMS IF NECESSARY FOR COMPLETE PAINTING OF THE ITEMS AND ADJACENT SURFACES. FOLLOWING COMPLETION OF PAINTING OPERATIONS IN EACH SPACE OR. AREA, HAVE ITEMS REINSTALLED BY WORKERS SKILLED IN THE TRADES INVOLVED. I. GLEAN SURFACES BEFORE APPLYING FAINT OR SURFACE TREATMENTS. REMOVE OIL AND GREASE PRIOR TO CLEANING. SCHEDULE GLEANING AND FAINTING SO THAT DUST AND OTHER CONTAMINANTS FROM THE GLEANING PROCESS WILL NOT FALL ON WET, NEWLY FAINTED SURFACES. B. SURFACE PREPARATION: GLEAN AND PREPARE SURFACES TO BE FAINTED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE CONDITION AND AS SPECIFIED. I. PROVIDE BARRIER GOATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. NOTIFY ARCHITECT IN WRITING OF PROBLEMS ANTICIPATED WITH USING THE SPECIFIED FINISH -GOAT MATERIAL WITH SUBSTRATES PRIMED BY OTHERS. 2. CEMENTIOUS MATERIALS: PREPARE CONCRETE, CONCRETE MASONRY BLOCK, GEMENT PLASTER, AND MINERAL - FIBER - REINFORCED CEMENT PANEL SURFACES TO BE FAINTED. REMOVE EFFLORESCENCE, CHALK, DUST, DIRT, GREASE, OILS, AND RELEASE AGENTS. ROUGHEN AS REQUIRED TO REMOVE GLAZE. IF HARDENERS OR SEALERS HAVE BEEN USED TO IMPROVE CURING, USE MECHANICAL METHODS OF SURFACE PREPARATION. A. USE ABRASIVE BLAST- GLEANING METHODS IF REGOMMENDED BY THE PAINT MANUFACTURER. B. DETERMINE ALKALINITY AND MOISTURE CONTENT OF SURFACES BY PERFORMING APPROPRIATE TESTS. IF SURFACES ARE SUFFICIENTLY ALKALINE TO CAUSE BLISTERING AND BURNING OF FINISH FAINT, CORRECT THIS CONDITION BEFORE APPLICATION. DO NOT PAINT SURFACES WHERE MOISTURE CONTENT EXCEEDS THAT PERMITTED IN MANUFACTURER'S PRINTED DIRECTIONS. 3. WOOD: GLEAN SURFACES OF DIRT, OIL, AND OTHER FOREIGN SUBSTANCES WITH SCRAPERS, MINERAL SPIRITS, AND SANDPAPER, AS REQUIRED. SAND SURFACES EXPOSED TO VIEW SMOOTH AND DUST OFF. A. SCRAPE AND GLEAN SMALL, DRY, SEASONED KNOTS AND APPLY A THIN GOAT OF WHITE SHELLAC OR OTHER RECOMMENDED KNOT SEALER BEFORE APPLICATION OF PRIMER. AFTER PRIMING, FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES WITH PUTTY OR PLASTIC WOOD FILLER. SAND SMOOTH WHEN DRIED. B. PRIME, STAIN, OR SEAL WOOD TO BE FAINTED IMMEDIATELY UPON DELIVERY. PRIME EDGES, ENDS, FACES, UNDERSIDES, AND BACKSIDES OF WOOD, INCLUDING CABINETS, COUNTERS, CASES, AND PANELING. G. WHEN TRANSPARENT FINISH IS REQUIRED, BACKPRIME WITH SPAR VARNISH, D. SEAL TOPS, BOTTOMS, AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY GOAT OF VARNISH OR SEALER IMMEDIATELY UPON DELIVERY. 4. FERROUS METALS: GLEAN NONGALVANIZED FERROUS -METAL SURFACES THAT HAVE NOT BEEN SHOP COATED; REMOVE OIL, GREASE, DIRT, LOOSE MILL SCALE, AND OTHER FOREIGN SUBSTANCES. USE SOLVENT OR MECHANICAL GLEANING METHODS THAT COMPLY WITH RECOMMENDATIONS OF THE STEEL STRUCTURES PAINTING COUNCIL. A. TREAT BARE AND SANDBLASTED OR PICKLED GLEAN METAL WITH A METAL TREATMENT WASH COAT BEFORE PRIMING. B. TOUGH UP BARE AREAS AND SHOP - APPLIED PRIME GOATS THAT HAVE BEEN DAMAGED. WIRE- BRUSH, GLEAN WITH SOLVENTS RECOMMENDED BY THE FAINT MANUFACTURER, AND TOUGH UP WITH THE SAME PRIMER AS THE SHOP GOAT. G. MATERIALS PREPARATION: CAREFULLY MIX AND PREPARE FAINT MATERIALS I N ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. I. MAINTAIN CONTAINERS USED IN MIXING AND APPLICATION OF FAINT IN A GLEAN CONDITION, FREE OF FOREIGN MATERIALS AND RESIDUE. 2. STIR MATERIAL BEFORE APPL IGATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY; STIR AS REQUIRED DURING APPLICATION. DO NOT STIR SURFACE FILM INTO MATERIAL, REMOVE FILM AND, IF NECESSARY, STRAIN MATERIAL BEFORE USING. 5. USE ONLY THINNERS APPROVED BY THE PAINT MANUFACTURER, AND ONLY WITHIN RECOMMENDED LIMITS. 1.5 APPLICATION (INTERIOR) A. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. B. DO NOT FAINT OVER DIRT, RUST, SCALE, GREASE, MOISTURE, SCUFFED SURFACES, OR CONDITIONS DETRIMENTAL TO FORMATION OF A DURABLE FAINT FILM. I. FAINT COLORS, SURFACE TREATMENTS, AND FINISHES ARE INDIGATED IN "SCHEDULES." 2. PROVIDE FINISH COATS THAT ARE COMPATIBLE WITH PRIMERS USED. 3. THE NUMBER OF GOATS AND FILM THICKNESS REQUIRED IS THE SAME REGARDLESS OF THE APPLICATION METHOD. DO NOT APPLY SUCCEEDING GOATS UNTIL THE PREVIOUS COAT HAS CURED AS RECOMMENDED BY THE MANUFACTURER. SAND BETWEEN APPLICATIONS WHERE SANDING 15 REQUIRED TO PRODUCE AN EVEN SMOOTH SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. 4. APPLY ADDITIONAL GOATS WHEN UNDERCOATS, STAINS, OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF FAINT UNTIL PAINT FILM IS OF UNIFORM FINISH, COLOR, AND APPEARANCE. GIVE SPECIAL ATTENTION TO ENSURE THAT SURFACES, INGLUDING EDGES, CORNERS, CREVICES, WELDS, AND EXPOSED FASTENERS, RECEIVE A DRY FILM THICKNESS EQUIVALENT TO THAT OF FLAT SURFACES. 5. THE TERM "EXPOSED SURFACES" INCLUDES AREAS VISIBLE WHEN PERMANENT OR BUILT -IN FIXTURES, CONVECTOR COVERS, COVERS FOR FINNED TUBE RADIATION, GRILLES, AND SIMILAR COMPONENTS ARE IN PLACE. EXTEND COATINGS IN THESE AREAS AS REQUIRED TO MAINTAIN THE SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. 6. PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SAME AS SIMILAR EXPOSED SURFACES. FAINT SURFACES BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME GOAT ONLY BEFORE FINAL INSTALLATION OF EQUIPMENT. _T. PAINT INTERIOR. SURFACES OF DUCTS, WHERE VISIBLE THROUGH REGISTERS OR GRILLES, WITH A FLAT, NONSPEGULAR BLACK PAINT. 8. PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH EXPOSED SURFACES. q. FINISH EXTERIOR DOORS ON TOPS, BOTTOMS, AND SIDE EDGES SAME AS EXTERIOR FACES. 10. SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH GOAT. II. OMIT PRIMER ON METAL SURFACES THAT HAVE BEEN SHOP - PRIMED AND TOUGH UP PAINTED. G. SCHEDULING PAINTING: APPLY FIRST GOAT TO SURFACES THAT HAVE BEEN GLEANED, PRETREATED, OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. I. ALLOW SUFFICIENT TIME BETWEEN SUCCESSIVE COATS TO PERMIT PROPER DRYING. DO NOT RECOAT UNTIL PAINT HAS DRIED TO WHERE IT FEELS FIRM, AND DOES NOT DEFORM OR FEEL STICKY UNDER MODERATE THUMB PRESSURE AND WHERE APPLICATION OF ANOTHER COAT OF PAINT DOES NOT CAUSE LIFTING OR LOSS OF ADHESION OF THE UNDERCOAT. D. MINIMUM COATING THICKNESS, APPLY MATERIALS AT NOT LESS THAN THE MANUFACTURER'S RECOMMENDED SPREADING RATE. PROVIDE A TOTAL DRY FILM THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY THE MANUFACTURER. MECHANICAL AND ELECTRICAL WORK: PAINTING MECHANICAL AND ELECTRICAL WORK 15 LIMITED TO ITEMS EXPOSED IN MECHANICAL EQUIPMENT ROOMS AND IN OCCUPIED SPACES. E. BLOCK FILLERS: APPLY BLOCK FILLERS TO CONCRETE MASONRY BLOCK AT A RATE TO ENSURE COMPLETE COVERAGE WITH PORES FILLED. F. PRIME COATS: BEFORE APPLICATION OF FINISH GOATS, APPLY A PRIME GOAT OF MATERIAL AS RECOMMENDED BY THE MANUFACTURER TO MATERIAL THAT 15 REQUIRED TO BE FAINTED OR FINISHED AND HAS NOT BEEN PRIME COATED BY OTHERS. RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST GOAT APPEARS, TO ASSURE A FINISH GOAT WITH NO BURN THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEALING. G. PIGMENTED (OPAQUE) FINISHES: COMPLETELY COVER TO PROVIDE AN OPAQUE, SMOOTH SURFACE OF UNIFORM FINISH, COLOR, APPEARANCE, AND COVERAGE. CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, RUNS, SAGS, ROPINESS, OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. H. TRANSPARENT (CLEAR) FINISHES: USE MULTIPLE GOATS TO PRODUCE A GLASS - SMOOTH SURFACE FILM OF EVEN LUSTER. PROVIDE A FINISH FREE OF LAPS, CLOUDINESS, COLOR IRREGULARITY, RUNS, BRUSH MARKS, ORANGE PEEL, NAIL HOLES, OR OTHER SURFACE IMPERFECTIONS. L COMPLETED WORK: MATCH APPROVED SAMPLES FOR COLOR, TEXTURE, AND COVERAGE. REMOVE, REFINISH, OR REPAINT WORK NOT IN COMPLIANCE WITH SPECIFIED REQUIREMENTS. 1.4 APPLICATION (STOREFRONT) L STOREFRONT FINISH SHALL BE INSTALLED BY A LICENSED PPG APPLICATOR AND IN ACCORDANCE WITH PITTSBURGH PAINTS TECHNICAL BULLETIN #UC5g03IXL -BC 1.5 2. GLEANI A. CLEANUP: AT THE END OF EACH WORK DAY, REMOVE EMPTY GANS, RAGS, RUBBISH, AND OTHER DISCARDED FAINT MATERIALS FROM THE SITE. B. UPON COMPLETION OF PAINTING, GLEAN GLASS AND PAINT - SPATTERED SURFACES. REMOVE SPATTERED PAINT BY WASHING AND SCRAPING, USING CARE NOT TO SCRATCH OR DAMAGE ADJACENT FINISHED SURFACES. 1.6 PROTECTION A. PROTECT WORK OF OTHER TRADES, WHETHER TO BE FAINTED OR NOT, AGAINST DAMAGE BY PAINTING. CORRECT DAMAGE BY GLEANING, REPAIRING OR. REPLACING, AND REPAINTING, AS ACCEPTABLE TO ARCHITECT. B. PROVIDE "WET PAINT" SIGNS TO PROTECT NEWLY PAINTED FINISHES. REMOVE TEMPORARY PROTECTIVE WRAPPINGS PROVIDED BY OTHERS FOR PROTECTION OF THEIR WORK AFTER COMPLETION OF PAINTING OPERATIONS. G. AT COMPLETION OF CONSTRUCTION ACTIVITIES OF OTHER TRADES, TOUGH UP AND RESTORE DAMAGED OR DEFACED PAINTED SURFACES. 1. FIRST GOAT: INTERIOR ODORLESS ALKYD FLAT WALL ENAMEL. 2. SECOND GOAT: INTERIOR ODORLESS ALKYD FLAT WALL ENAMEL. D. WOODWORK AND HARDBOARD: I. SEMIGLOSS ENAMEL FINISH: 5 GOATS. A. UNDERCOAT: INTERIOR ENAMEL UNDERCOAT (FS TT -E -543). B. FIRST COAT: INTERIOR SEMIGLOSS ODORLESS ALKYD ENAMEL (FS TT- E- 50c{). G. SECOND GOAT: INTERIOR SEMIGLOSS ODORLESS ALKYD ENAMEL (FS TT- E- 50ci). E. STAINED WOODWORK: SEE SECTION 6402. RESILIENT FLOORING 4 BASE 1.1 EXAMINATION: A. EXAMINE SUBFLOOR a SUBSTRATE SURFACES TO DETERMINE THAT THEY ARE FREE FROM CRACKS, HOLES, RIDGES, COATINGS WHICH WOULD PREVENT ADHESIVE BOND, AND OTHER DEFECTS IMPAIRING PERFORMANCE OR APPEARANCE. 1.2 PREPARATION: A. REPAIR MINOR HOLES, CRACKS, DEPRESSIONS, AND ROUGH AREAS, USING LEVELING AND PATCHING COMPOUNDS AS RECOMMENDED BY RESILIENT FLOOR SHEET MANUFACTURER. B. CLEAR AWAY DEBRIS, SCRAPE UP GEMENTITIOUS DEPOSITS FROM SURFACES THAT WOULD PREVENT ADHESIVE BOND, INGLUDING CURING COMPOUNDS INCOMPATIBLE WITH RESILIENT SHEET FLOORING ADHESIVES, PAINT, OILS, WAXES, AND SEALERS. BROOM GLEAN OR VACUUM SURFACES TO BE COVERED IMMEDIATELY BEFORE INSTALLATION. APPLY CONCRETE SLAB PRIMER, IF RECOMMENDED BY FLOORING MANUFACTURER, PRIOR TO APPLICATION OF ADHESIVE, I N COMPLIANCE WITH MANUFACTURER'S DIRECTIONS. 1.3 INSTALLATION: A. INSTALL RESILIENT SHEET FLOORING AND ACCESSORIES AFTER OTHER. FINISHING OPERATIONS, INCLUDING PAINTING, HAVE BEEN COMPLETED. B. MAINTAIN MINIMUM TEMPERATURE OF 65 DEG (18 DES G) IN SPACES TO RECEIVE RESILIENT TILE FLOORING FOR AT LEAST 48 HOURS PRIOR TO INSTALLATION, DURING INSTALLATION, AND FOR NOT LESS THAN 48 HOURS AFTER INSTALLATION. MAINTAIN MINIMUM TEMPERATURE OF 55 DEGREES F (15 DEG G) WHERE WORK 15 COMPLETE. G. INSTALL RESILIENT SHEET a AGGESS. USING METHOD INDICATED IN STRICT COMPLIANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. EXTEND RESILIENT SHEET INTO TOE SPACES, DOOR REVEALS, AND INTO CLOSETS AND SIMILAR OPENINGS. D. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR SEAM LOCATIONS AND DIRECTION OF RESILIENT SHEET FLOORING; MAINTAIN UNIFORMITY OF SHEET FLOORING DIRECTION. FOLLOW SEAMING DIAGRAM AS SUBMITTED AND APPROVED. AT DOORS, CENTER SEAMS UNDER DOORS; DO NOT PLACE SEAMS IN TRAFFIC DIRECTION AT DOORWAY. E. LAY SHEET FLOORING TO PROVIDE AS FEW SEAMS AS POSSIBLE WITH ECONOMICAL USE OF MATERIALS. MATCH EDGES FOR COLOR SHADING AND PATTERN AT SEAMS. F. ADHERE SHEET FLOORING TO SUBSTRATES USING METHOD APPROVED BY FLOORING MANUFACTURER FOR TYPE OF SHEET FLOORING AND SUBSTRATE CONDITION INDICATED. G. COMPLETE SEAMING METHOD AS RECOMMENDED BY MANUFACTURER FOR PARTICULAR SUBSTRATE AND CONDITIONS. I. PREPARE SEAMS IN VINYL SHEET FLOORING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FOR MOST INCONSPICUOUS APPEARANCE, SEALING GONTI NUOUSLY WITH FLUID - APPLIED SEALANT OR ADHESIVE AS STANDARD WITH MANUFACTURER. 2. PREPARE SEAMS IN VINYL SHEET FLOORING WITH MANUFACTURER'S SPECIAL ROUTING TOOL AND HEAT WELD WITH VINYL THREAD IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.. H. PROVIDE 6" MINIMUM INTEGRAL FLASH COVE BASE AT ALL APPLICATIONS, INCLUDING COVE SUPPORT STRIP AND METAL TOP EDGE STRIP. CONSTRUCT COVED BASE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. I. SCRIBE, GUT, AND FIT RESILIENT FLOORING TO PERMANENT FIXTURES, BUILT -IN FURNITURE AND CABINETS, PIPES, OUTLETS, AND PERMANENT COLUMNS, WALLS AND PARTITIONS. J. TIGHTLY CEMENT SHEET FLOORING TO SUBBASE WITHOUT OPEN CRACKS, VOIDS, RAISING AND PUCKERING AT JOINTS, TELEGRAPHING OF ADHESIVE SPREADER MARKS, OR SURFACE IMPERFECTIONS. HAND ROLL SHEET FLOORING AT PERIMETER OF EACH COVERED AREA TO ASSURE ADHESION. K. APPLY BUTT TYPE METAL EDGE STRIPS WHERE SHOWN ON DRAWINGS, AND BEFORE INSTALLATION OF RESILIENT FLOORING. SECURE UNITS TO SUBSTRATE WITH COUNTERSUNK STAINLESS STEEL ANCHORS, COMPLYING WITH MANUFACTURER'SREGOMMENDATI ONS. 1.4 GLEANING: A. PERFORM MANUFACTURER'S RECOMMENDED CLEANING OPERATIONS IMMEDIATELY UPON COMPLETION OF RESILIENT FLOORING a BASE. 1.5 PROTECTION: A. PROTECT FLOORING ACCESS. AGAINST DAMAGE DURING CONSTRUCTION PERIOD TO COMPLY WITH RESILIENT FLOORING MANUFACTURER'S DIRECTIONS, 1.6 FINAL GLEANING. A. CLEAN RESILIENT FLOORING BASE NOT MORE THAN 4 DAYS PRIOR TO DATE SCHEDULED FOR INSPECTIONS INTENDED TO ESTABLISH DATE OF SUBSTANTIAL COMPLETION IN EACH AREA OF PROJECT. GLEAN BY METHOD RECOMMENDED BY RESILIENT FLOORING MANUFACTURER. INTERIOR LIGHTING FIXTURES 1.1 EXAMINATION: A. EXAMINE AREAS AND CONDITIONS UNDER WHICH LIGHTING FIXTURES ARE TO BE INSTALLED, AND SUBSTRATE FOR SUPPORTING LIGHTING FIXTURES. NOTIFY CONTRACTOR IN WRITING OF CONDITIONS DETRIMENTAL TO PROPER COMPLETION OF THE WORK. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN MANNER ACCEPTABLE TO INSTALLER. 1.2 INSTALLATION OF INTERIOR LIGHTING FIXTURES: A. INSTALL INTERIOR LIGHTING FIXTURES AT LOCATIONS AND HEIGHTS AS INDICATED, I N ACCORDANCE WITH FIXTURE MANUFACTURER'S WRITTEN INSTRUCTIONS, APPLICABLE REQUIREMENTS OF NEC, NECA'S "STANDARD OF INSTALLATION," NEMA STANDARDS, AND WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT LIGHTING FIXTURES FULFILL REQUIREMENTS. B. PROVIDE FIXTURES AND /OR FIXTURE OUTLET BOXES WITH HANGERS TO PROPERLY SUPPORT FIXTURE WEIGHT. SUBMIT DESIGN OF HANGERS, METHOD OF FASTENING, OTHER THAN INDIGATED OR SPECIFIED HEREIN, FOR REVIEW BY ARCHITECT. G. INSTALL FLUSH MOUNTED FIXTURES PROPERLY TO ELIMINATE LIGHT LEAKAGE BETWEEN FIXTURE FRAME AND FINISHED SURFACE. D. PROVIDE PLASTER FRAMES FOR RECESSED FIXTURES INSTALLED IN OTHER THAN SUSPENDED GRID TYPE ACOUSTICAL CEILING SYSTEMS. BRACE FRAMES TEMPORARILY TO PREVENT DISTORTION DURING HANDLING. E. FASTEN FIXTURES SECURELY TO INDICATED STRUCTURAL SUPPORTS; AND ENSURE THAT PENDANT FIXTURES ARE PLUMB AND LEVEL. PROVIDE INDIVIDUALLY MOUNTED PENDANT FIXTURES LONGER THAN 2 FEET WITH TWIN STEM HANGERS. PROVIDE STEM HANGER WITH BALL ALIGNERS AND PROVISIONS FOR MINIMUM ONE INCH VERTICAL ADJUSTMENT. MOUNT CONTINUOUS ROWS OF FIXTURES WITH AN ADDITIONAL STEM HANGER GREATER THAN NUMBER OF FIXTURES IN THE ROW. F. TIGHTEN CONNECTORS AND TERMINALS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR EQUIPMENT CONNECTORS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT I ND I CA1 TIGHTEN CONNECTORS AND TERMINALS TO COMPLY WITH TIGHTENING TORQUES SPECIF IN UL STDS 486A AND 5, AND THE NATION ELECTRICAL CODE. G. SUPPORT SURFACE MOUNTED FIXTURES GREATER THAN 2 FEET IN LENGTH AT A P IN ADDITION TO THE OUTLET BOX FIXTURE STUD. 13 ADJUSTING AND GLEANING: A. GLEAN INTERIOR LIGHTING FIXTURES OF DIRT AND CONSTRUCTION DEBRIS UPON COMPLETION OF INSTALLATION. GLEAN FINGERPRINTS AND SMUDGES FROM LENSES. B. PROTECT INSTALLED FIXTURES FROM DAMAGE DURING REMAINDER OF CONSTRUCTION PERIOD. 1.4 GROUNDING: A. PROVIDE EQUIPMENT GROUNDING CONNECTIONS FOR INTERIOR LIGHTING FIXTURES AS INDIGATED. TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUES SPECIFIED IN UL STD 486A TO ASSURE PERMANENT AND EFFECTIVE GROUNDS. 15 DEMONSTRATION: B T A. UPON COMPLETION OF INSTALLATION OF INTERIOR LIGHTING FIXTURES, AND AFTER BUILDING CIRCUITRY HAS BEEN ENERGIZED, APPLY ELECTRICAL ENERGY TO DEMONSTRATE CAPABILITY AND COMPLIANCE WITH REQUIREMENTS. WHERE POSSIBLE, CORRECT MALFUNCTIONING UNITS AT SITE, THEN RETEST TO DEMONSTRATE COMPLIANCE; OTHERWISE, REMOVE AND REPLACE WITH NEW UNITS, AND PROCEED WITH RETESTING. PART 4 -- SHOP DR, SUBMITTAL G.G. TO SUBMIT (4) FOUR SETS OF DRAWINGS ON 24 X 36 SHEETS. NO FAXES. PROVIDE (4) FOUR SAMPLES NO SMALLER THAN 12 X 12. SHOP DRAWINGS MUST BE SUBMITTED IN A TIMELY AND PROFESSIONAL MANNER ON ALL ITEMS: I.E. THE FOLLOWING: I. STOREFRONT 2. SPRINKLER 5. FIRE ALARM 4. HVAG 5. MILLWORK SHOP DRAWINGS s. PLUMBING FIXTURES 1 ELECTRICAL oB o10 MAR 21 2008 TER SEAL : I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF ASH I NGTON Pi F'A`R 12-11-01 12 -21 -01 01 -23 -05 0 1•j sir lin i i= Fyn 1 oN DIRE DE A : Al City LLD IEWED CO R - 32 Of Tukw NG D WA ARC COACH PROJECT LOCATION: YiESTFIELD SOUTRCENTER 601 SOUTHGENTER MALL SUITE #1540 SEATTLE, IAA qS 1 SS SPACE NO. 1540 AREA: 2,5 SF SHEET TITLE: ARCH ITEGTURAL SPEC IFIGATIONS PROJECT NO. - 70445 SCALE: TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 54th STREET NEW YORK, Ni' 10001 NIGH STATE GTURA REG. NO: 4506 PERMIT 8 LANDLORD REVIEW LANDLORD COMMENTS TENANT COMMENTS KEY PLAN SPACE #1540 LEVEL I OF 3 N/A DATE: 0I -25 -08 DRAWN BY: FN REVIEWED BY: BH SHEET NO. AS03 1' lage � tqu • BENJAMIN MOORE TIGER DRYLAG DECORATOR'S WHITE #01 /I0G00 RAL G 003 u • • EGGSHELL FINISH HIGH GLOSS- PREFINISHED BY OWNER SALES AREA WALL - SEE PLAN STOREFRONT •- - • � 1 w I DESCRIPTION 01. GENERAL REQUIREMENTS I. PERMITS AND FEES 2. INSPECTION /COORDINATION 3. TEMPORARY HEAT 4. TEMPORARY ELECTRICAL 5 TEMPORARY ENCLOSURE 6. GLEAN UP 7. INSURANCE s. JOB PHONE G. FINAL GLEANING 02. 5I TE WORK 05. CONCRETE SLAB I. LEVELING OF GONCREFE FLOOR 2. VAPOR BARRIER 3. CONCRETE SLAB 4. EXPANSION JOINT MATERIAL O7. OG. 10. I. DEMOLITION 2. SAW GUT SLAB 3. SIDEWALK 5. CONCRETE FLOOR 6. SIDEWALK 04. METALS I . STRUCTURAL STEEL 2. METAL STUDS A. TENANT DEMISING WALLS B. INTERIOR PARTITIONS G. FURRING D. STOCK/SALES PARTITION E. TOILET ROOM PARTITION F. HALLWAY G. VESTIBULE 3. SURFACE MOUNTED STANDARDS 4. ROOF TOP FRAMING FOR HVAG 5. STOREFRONT SYSTEM 6. METAL DECKING 05. CARPENTRY I. BLOCKING 2. SHELVES 3. COUNTERS 4. FIRE RETARDANT PLYWOOD 5. FURRING 6. PLASTIC, LAMINATE 7. STEREO SHELF IS 5. BATHROOM SHELVES 0. PLYWOOD SUB FLOOR 06. MOISTURE CONTROL I, CAULKING 2. SEALANT 3. INSULATION 4. WATERPRODFINS DOORS I. EN I t_Y DOORS 2. SALES /STOCK ROOM DOOR 3. SALES /HALLWAY DOOR 4. WOMEN'S TOILET DOOR 5. MEN'S TOILET 17)00R 6. HALLWAY /STOCK DOOR 7. HALLWAY/MALL CORRIDOR DOOR 05. FINISHES I. GYPSUM FOR PARTITIONS A. DEMISING WALLS B. INTERIOR PARTITIONS 2. FINISH FLOORING A. SALES AREA I. STONE FLOORING 2. AREA RUG(S) INSET CARPET 4. COCO MAT 5. VESTIBULE TILE © ENTRY B. STOCK ROOM G. TOILET ROOM D. HALLWAY_ E. VESTIBULE 3_ WALLS A. SALES AREA B. STOCK ROOM G. TOILET ROOM D. STOREFRONT E. HALLWAY F. VESTIBULE 4. BASE A. SALES AREA B. STOCK ROOM C. TOILET ROOM D. HALLWAY 5. GEILING A. SALES AREA B. STOCK ROOM G. TOILET ROOM D. HALLWAY E. VESTIBULE SPECIALTIES I. TOILET ROOM ACCESSORIES 2. SPEAKERS 3. STOREFRONT SYSTEM 4. CASH RESISTERIPOS SYSTEM EQUIPMENT I. INTERIOR/EXTERIOR SIGNAGE 2. FIRE EXTINGUISHER FURNISHINGS I. MILLWORK FIXTURES/FURNITURE 2. STOCK ROOM SHELVING 3. FREESTANDING FURNITURE 4. OWNER SUPPLIED FIXTURES 5 LOCKERS FLOOR FINISHES F-I N /A, LIMESTONE, NATURAL STONE F -2 GLASS A F -3 <200, GLASS G F -4 104, GLASS C F -5 GLASS G F -6 <200, CLASS G F -7 F -8 NOT USED F -G <200, GLASS G F -IO NOT USED F -II GLASS I F -12 NOT USED PAINT FINISHES CEILING FINISHES ACT- -I <25, GLASS A ACT -2 NOT USED G -1 GLASS G • L.L. P -I THROUGH F-S FLASH POINT: NONE P -2 <25, GLASS A P -ci <25, GLASS A P -8 NOT USED WALL FINISH WG -I <25, GLASS A BR-1 N /A, LIMESTONE, NATURAL STONE BR -2 <200, GLASS G VP -I GLASS I • Q N N<-t N<-t N Q J < O ▪ 0H. 0 < ILL z u n z LL IL z L � • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • G.G. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • OWNER • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MWG • • • • • • • • • • • • RESPONSIBILITY SCHEDULE REMARKS FIRE SAFETY, SPRINKLER, PLUMBING B ELECTRIC BY G TO USE SHEPARDS INDUSTRIES 2 -SEE VENDOR AS REQUIR.ED FOR NEW TRENCHING FOR TENANT FINAL FLOOR FINISHES AS REQUIRED REFER TO SHEET A101 FOR RESPONSIBILITY G.G. TO GOORD. W/ FIXTURE VENDOR FOR LOCATION AS REQUIRED FOR B.O.H. SHELVING - BLOCKING BY SEE SHEET MI00 FOR MORE INFORMATION COORDINATE W/ MWG 4 STOREFRONT CONTRACTOR ITEM UNDER MW CONTRACT ONLY ITEM UNDER MW CONTRACT ONLY BEHIND ELECTRICAL PANELS ITEM UNDER MW d GC CONTRACT ITEM UNDER MW CONTRACT ONLY ITEM UNDER MW GONTRAGT ONLY ITEM UNDER MW CONTRACT ONLY AS REQ'D. C.G. TO ENSURE SERVICE DOOR MEETS COACH'S STANDARD EXIT DOOR REQUIREMENTS REFER TO SHEET A101 FOR RESPONSIBILITY FURNISHED BY OWNER, INSTALLED BY G.G BY OWNER FURNISHED BY OWNER, INSTALLED BY G.G. PRIMED BY MWG PAINTED BY SC WOOD TRIM BY MWG, PAINTED BY GC. PER LOCAL CODE AND FIRE DEPARTMENT UNDER OWNER'S CONTRACT, GC TO COORDINATE G.G. TO COORDINATE INSTALLATION FUME SPREAD RATING •ft CLASS: L 1ST G.C. INSTALLED BY G.G. TO MATCH ADJACENT MALL FINISH INSTALLED BY G-G. TO MATCH ADJACENT MALL CORRIDOR FINISH 12 13. DESCRIPTION MECHANICAL • • • • • • • • • • • • • • • • I. HVAG A. UNIT(S) B. DUGTWORK/DIFFUSERS /GRILLES 2. TEMPERATURE CONTROLS 3. STRUCTURAL REQUIRED FOR UNIT 4. ROOF CURB AND /OR CURB ADAPTER 5. TOILET EXHAUST FANS 6. PLUMBING A. DOMESTIC WATER B. WASTE LINE G. VENT - 7. PLUMBING FIXTURES 5. WATER HEATER 0. SPRINKLER SYSTEM 10. WATER METER II, SAN, GIN, HW PIPING 12- DRINKING FOUNTAIN 13. FIRE /SMOKE DAMPERS 14. FIRE STOP /SMOKE BARRIER 15, DUCT SMOKE DETECTOR 16. DUCT HEATERS 11 ZONE DAMPERS 10. AIR BALANCE REPORT I. AS BUILT DRAWINGS 20. FAN COIL UNIT HEATER 21. RETURN AIR FAN OR HOOD 22. OUTSIDE AIR INTAKE FAN OR HOOD 23. LOW PRESSURE DUCTWORK 24. HIGH/MEDIUM PRESSURE DUCTWORK 25. CONDENSING UNIT 26. TOILET EXHAUST DUCTWORK 4 CAP AHU MIXING BOX AND MIXING SOX 27 ' MOTOR OPERATED DAMPERS AHU MIXING BOX MOTOR 28 . OPERATED DAMPER ACTUATOR RELIEF AIR/MAKE UP AIR MOTOR 20i . OPERATED DAMPERS RELIEF AIR/MAKE UP AIR MOTOR 30. OPERATED DAMPER ACTUATORS ELECTRICAL 1. DISTRIBUTION A. MAIN OVERCURRENT DEVICE B. CONDUIT TO LEASED SPADE G. FEEDERS TO LEASED SPACE D. WITHIN LEASED SFAGE 2. METER REQUIREMENTS 3. ELECTRICAL PANELS 4. TRANSFORMER 5. GENERAL CONDUIT 4 WIRING 6. LIGHT FIXTURES & LAMPS A. IN CEILING B. IN MILLWORK 7. EXIT SIGNAGE 5. FAN /LIGHT GOMBO G. EMERGENCY LIGHTING 10. GENERAL OUTLETS 11. LIGHT SWITCHES 12. TELEPHONE CONDUIT /PULL WIRE 13. TELEPHONE CABLING 14. TELEPHONE JACKS /SETS 15. TELEPHONE EQUIPMENT 16. BUZZER 17. TIME CLOCK 15. GASHWRAP CONDUIT 4 OUTLETS 11. GASHWRAP DATA CONDUIT 20. GASHWRAP DATA GABLINO 21. CONDUIT FOR COMPUTER SYSTEM 22. LIFE SAFETY (FIRE ALARM) SYSTEM 23. MERCHANDISE ALARM SYSTEM 24. TEMPORARY UTILITY CHARGES 25. REQUIRED TRENCHING • i p� p� NQJ u j <Li z0i_z0�z01_z0< IY _l _ _I Ill I z _ IL m? ILL Z ILL m z • L.L. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • G.G. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • OWNER • • • • 0 • • • • MING • • REMARKS SEE SHEET MI00 EXTEND A5 REQUIRED To NEN LOCATION AS REQaD. GUT 4 EXTEND EXIST. CONDUIT TO NEW LOCATI EXTEND FEEDERS TO NEN LOCATION INSTALLED BY THE N'ING, FINAL CONNECT E3Y GC POWER a CONDUIT PROVIDED 5Y 6G, COORDINATED BY 0.0. REFER TO SHEET E100 NOTE: THIS SCHEDULE 15 IN 1 LNDED AS A "QUIGK" REFERENCE. ALL TEM5 LIS f ED HERE ARE SPECIFIED AND DETAILED ON THESE DRAININGS. IF THE CONTRACTOR ENCOUNTERS ITEMS THAT ARE CONTRADICTORY THEN IT 15 HIS RESPONSIBILITY TO INFORM THE ARGHITECT SO THAT THESE ITEMS GAN BE GLARIFIED. NO. 102 104 105 FLOOR FINISHES <F-4 EXTEND TO NEW LOCATION IN LANDLORD'S ELEC.. fROOt' <P- SEE RISER DIAGRAM, SHEET E200 CEILING WALL FINISH BOH FIN. F.S. MIN. MTL MING 0.0. REFL. STL. STRUCT. SIM. 560 V.I.F. WOMEN'S H.C. TOILET MEN'S H.G. TOILET LANDLORD FINISH TO MATCH FAINT FINISHES P-I> PAINT PAINT PAINT P-cl PAINT GROUT SPACE SALES AREA STOCK ROOM HALLINAY VESTIBULE WOOD CEILING TRIM, SEE A201 SUSPENDED DRYWALL CEILING EXISTING PARTITION TO REMAIN (FIELD VERIFY EXACT EXISTING PARTITION TO BE REMOVED NEW PARTITION (SEE NEW FIRE RATED PARTI TI ON NEIN LOW PARTITION, SEE FLANS EXISTING DOOR TO REMAIN NEIN DOOR (SEE DOOR SGHEDULE) NALL MATCH EX'6 MALL FINISH DESCRIPTION 4"H X 1/8" THICK VINYL COVE BASE I 1/8"H X 1/2" THICK PRIMED POPLAR BASE, SEE A201 F-q 8" X 8" CERAMIC" TILE / 6"X8" CERAMIC, COVE BASE SEE ACT- 24"X24" FISSURED SQUARE LAY-1N AGT ACOUSTIC CEILING TILE AMERICANS W/ DISABILITIES ACT ABOVE FINISH FLOOR BOARD BEAM CEILING CONCRETE CLEAR EQUAL FIXTURE GONTRACTOR FINISH FLOOR FACE OF FINISH FACE OF STUD FIELD VERIFY GAUGE GENERAL CONTRACTOR GYPSUM NALL BOARD GYPSUM NALL BOARD HOLLOW METAL LANDLORD MINIMUM METAL MILLWORK CONTRACTOR ON CENTER PLASTIC LAMINATE REFLECTED STAINLESS STEEL STEEL STRUCTURE SIMILAR SUPPLIED BY OWNER SUSPENDED TO BE DETERMINED TEMPORARY TONGUE GROOVE TYPICAL UNLESS NOTED OTHERNISE VERIFY IN FIELD VINYL COMPOSITION TILE NITH WOOD BASE MATCH EX'6 MALL FINISH RECESSED CARPET PROVIDED f73-r OWNER F-3 F SYMBOL LEOENt, FINISH X-X FLOOR SEE PART T I ON TYPES WALL CEILING SHT ABBIR.EVIATION5 FLOOR F-2 F-2 MATCH EX'G MALL FINISH MANUFACTURER BY °INNER AZROCK ROFPE DALTILE FABRICA USG MAPEI SEE SECTION DTL # GUTS AND SEE DETAIL ROOM SCHEDULE • BENJAMIN MOORE PRATT LAMBERT BENJAMIN MOORE MATERIAL 0-2 FINISH SCHEPULE #V425 AUTUMN HAZE #1 CAMEL CUSTOM BUILDING PRODUCTS #I I 5NON NHITE GLEANING SHELVING SECURITY STOREFRONT ARMSTRONG 4 ±182E3 DISCIPLINE STONE FLOORING FREESTANDING PRODUCT NUMBER SECURITY SENSOR #IDG02 ALMOND/#P556 VENEZIA - COLOR: LICORICE DECORATOR'S WHITE 142255 SILVERLINING WHITE TBD 4 FIRE EXTINGUISHERS CARPET / GOGOA MAT MATCH EX'6 MALL FINISH FINISH • BENJAMIN MOORE DECORATOR'S WHITE HEIGHT VARIES 8 AFF BY OWNER, INSTALLED e-r 0.0., SEE A105 GUT PYLE, INSTALLED BY G.G. LATEX FLAT FINISH EGGSHELL FINISH SEMIGLOSS FINISH IA1/ 15/16" PRELUDE XL XFDOSEID TEE GRID SEE 5500 5 5 NOTES TBD TBD TBD TBD TBD TBD TBD TBD ADDRESS 255 40TH STREET BROOKLYN, NY 11232 SEE SHEETS A102 a A200 FOR MORE INFORMATION G0 TO PROVIDE CORNER GUARDS FER LL SPEC. NOTE: CONTRACTOR. SHALL REFER TO ARC.,HITEGTURAL SPECIFICATIONS FOR COMPLETE FINISH SPECS AND REQUIREMENTS. 5 TIP 417, BY OWNER, INSTALLED BY G.G. CONTACT OYINERS VENT:)OR LIST \ c . 4 , 1 0-cuwAl s ; DOs REMARKS GENERAL LOCATI ON SALES AREA S.C. TO PURCHASE MALL TILE FROM MALL MGR ENTRY VESTIBULE PROVIDED a PRIMED BY MG, PAINTED P-3 BY GC SALES AREA TO BE USED A5 A FILLER ONLY (SALES AREA) SALES AREA (MARBLE FLOORING) SLIP RESISTANT, INSTALLED BY' G.G. TOILET ROOM SALES AREA ALL CEILINGS BACK-OF-HOUSE WALLS REAR NALL DISPLAY FIXTURE BACK-OF-HOUSE STOCK ROOM PER 166-F5R-150S PROVIDED PRIMED BY MING, PAINTED P-5 BY GC SALES AREA STOREFRONT F: (312) 427-8 MAR 21 2008 OIAINER COACH 516 NEST 54th STREET NEN YOR<, NY 10001 SEAL 1 HEREBY CERTIFY THAT THIS DRAWING NAS PREPARE BY ME OR UNDER MY DIRECT SUPER ISION AND THAT I AM A UNDER T NS OF E STATE OF AL IRE. No:4306 VIA ARC I SHEET NO . TRICARICO 4110 Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692-0222 F (973) 692-0223 www.tricarico.com Nicholas J. Tricarico, Architect 12-21-07 PERMIT 4 LANDLORD REVIEW LANDLORD GOMMENT5 TENANT GOMMENT5 KEY PLAN SPACE NO. 1540 DRANN BY : FN SPAGE #1540 LEVEL I OF 5 COACH PROJECT LOGAT I ON: 607 SOUTHGENTER MALL SUITE #1540 SEATTLE, INA c18155 AREA: 2,5 SF RESPONSIBILITY, ROOM, FINISH SCHEDuLES PROJECT NO. 70445 DATE 01-25-05 A001 SCALE: NTS HOLLOW METAL DOOR FRAME HOLLOW METAL DOOR STOCKROOM HEADER DETAIL SCALE: NTS GYP. BD. PARTITION PROVIDE BLOCKING AS REQUIRED HOLLOW METAL FRAME HOLLOW METAL DOOR SALES AREA JAMB DETAIL PROVIDE BLOCKING AS REQUIRED STOREFRO METAL aT D FRAMING <P -4> PA I NT HARDWARE ALUM. STOREFRONT TUBE <P -5> SALES AREA (SEE DOOR SCHEDULE) SCALE: NTS VESTIBULE NOT USED SCALE: N.T.S. CLOSER MTL. FRAME PEEP HOLE INSULATED HOLLOW METAL DOOR EXIT ALARM DEVICE (DETER EGL SOO SERIES) KIGKPLATE W/ BEVELED EDGES 3 SIDES TOP OF FLOOR DOOR ELEV. DOOR ELEV. GOAT HOOK (@ TOILET ROOM DOOR ONLY) MTL. FRAME INSULATED HOLLOW METAL DOOR KIGKPLATE W/ BEVELED EDGES g 3 SIDES TOP OF FLOOR MTL FRAME INSULATED HOLLOW METAL DOOR TOP OF FLOOR DOOR ELEV. KICKPLATE W/ BEVELED EDGES 3 SIDES CONT. POL I SHED STAINLESS STEEL DOOR FULLS 1/2" TEMPERED GLASS WHITE METAL BOTTOM RAIL <P -5, —TOP OF FLOOR DOOR ELEV. DESCRIPTION DOOR PULLS MANUFACTURER STOREFRONT VENDOR MODEL FINISH POLISHED STAINLESS STEEL US26D REMARKS HINGES KICK PLATE SILENCER CLOSER STOP /HOLDER STANLEY ROCKWOOD IVES NORTEN IVES #77102, 12 "X34" .050' 53E #I6OIH, ADA COMPLIANT US26D ON PUSH SIDE ONLY MOUNTED ON PULL SIDE GOAT HOOK STOP /HOLDER THRESHOLD OMNIA IVES PEMKO #210 #450 # 154A US26D US26D ALUMINUM ON FULL SIDE, HOLD OPEN FUNCTION ON PUSH SIDE ONLY ON TOILET ROOM ONLY ON TOILET ROOM ONLY PEMKO PEMKO IVES #I60IH -FL, ADA COMPLIANT #6c15, WIDE ANGLE #IOSA #588D #450 53 -526 FINISH US26D MOUNTED ON PUSH SIDE INSTALL AT 5' -0" AFF DOOR ELEV. B /DPP. SIZE / LOCATION (2) 3' -2 1/2" X q' -10" ALUMINUM 8 GLASS ENTRANCE 3' -0" X 7' -0" X 13/4" SALES AREA TO STOCKROOM 3' -0" X 7' -0" X 13/4" HALLWAY TO WOMEN'S H.G. TOILET 3' -0" X T-0" X 13/4" HALLWAY TO MEN'S H.G. TOILET MAT'L. METAL 8 GLASS HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL FINISH DOOR SCHEDULE HARD. GROUP HOLLOW METAL DOOR STOCK ROOM VINYL TILE ALUMINUM THRESHOLD AT CENTERLINE OF DOOR HARD. FINISH US26D US26D US26D US26D — MALL CORRIDOR CONCRETE FLOOR — SUB-FLOOR AS REQUIRED FOR LEVEL FINISH FLOOR BY G.G. CONCRETE SLAB TRANS. DETAIL H/J DETAIL BEST LOCK CORPORATION P.O. BOX 50444 INDIANAPOLIS, IN 46250 (317) 84q -2250 SUPPLIED BY OWNER FRAME METAL METAL METAL 2/5 1 METAL METAL METAL 2/3 METAL RATING q0 MIN. RESPONSIBILI OWNER INSTALL EURN. T.G.G. INSTALL REMARKS DOOR AND Hf�RDY�RE NOTES ALL DOORS MUST BE OPERABLE WITHOUT SPECIAL KNOWLEDGE OR EFFORT W/ LEVER TYPE HARDWARE IN COMPLIANCE WITH STATE 8 LOCAL CODES. . TENANT /OWNER SHALL ORDER ALL NECESSARY LOCKS FOR EACH DOOR. CONTACT BEST DIRECTLY FOR TENANT ACCOUNT AT - BEST LOCK CORPORATION, PO BOX 50444, INDIANAPOLIS, INDIANA - 46250, (317) 84q -2250 OR FAX (317) s, ALL HOLLOW METAL FRAMES TO BE PAINTED TO MATCH RESPECTIVE DOORS U.O.N. 7. GORES TO BE SUPPLIED BY OWNER, s, ALL DOORS TO BE KEYED ALIKE. q. ALL HANDLES AND PULLS TO BE INSTALLED AT 38" A.F.F. TO CENTERLINE. 10. ALL DOORS TO BE SINGLE ACTION U.O.N. II. DOORS IN THE MOE SYSTEM TO BE OPERABLE FROM THE INSIDE WITHOUT USE OF A OR ANY SPECIAL KNOWLEDGE OR EFFORT. VENDORS �4ND SUPPLIERS HOLLOW METAL DOOR TOILET ROOM CERAMIC TILE <F —G> STOCK ROOM VINYL TILE SUB -FLOOR AS REQUIRED FOR LEVEL FINISH FLOOR BY G.G- CONCRETE SLAB STOCK TO TOILET TRANS. SCALE : NTS QUANTI GROUP #I (STOREFRONT ENTRY) GROUP #2 (SALES AREA TO STOCK ROOM) GROUP #3 (BACK -OF- HOUSE) GROUP #4 (EXIT - SERVICE DOOR) I -I/2 PAIR I -1/2 PAIR I -1/2 PAIR 2 I ADJUSTABLE CENTER HUNG PIVOTS 2 LOCK W /RETRACTABLE HARDWARE 1 BEST 2 1 CLOSER, CONCEALED OVERHEAD 5 I SILENCER LEVER, PASSAGE LATCH LEVER., PRIVACY SET HINGES CLOSER, HINGE FACE MOUNTED LGN KICK PLATE EXIT ALARM DEVICE 4 1/2' X 4 1/2" NRP HINGES KICK PLATE CLOSER SILENCER PEEP HOLE THRESHOLD CAP SMOKE SEAL STOP /HOLDER JACKSON 1 20 -G102 (TYPE G) JACKSON 'GL', PACKAGE 21- 101 -0L -XX SCHLAGE NEP AL -10S STANLEY ROCKWOOD DETEX M .KINNEY ROCKWOOD NORTEN HARDlNA�RE g5KOL I6STK #4011 -H HOLLOW METAL DOOR AND FRAME WHERE APPLICABLE 1/8" THICK ZING TRANSITION STRIP AT CENTER OF DOOR VINYL TILE `F -2> FEATHER OUT AS REQ'D FOR VINYL FLOOR TO BE FLUSH SUB -FLOOR AS REQUIRED FOR LEVEL FINISH FLOOR BY G.G. CONCRETE SLAB 82T -7 KSTK IC7J2 SCHEDULE #7`7102, 12"X54" .050' 55E ECL 600 SERIES W/ BAR GUARD ECL 620 SERIES LEVER BUTTS TA -2714 #J7102, 12 "X34 "X.050' 55E SALES AREA 1/5" THICK ZING TRANSITION STRIP ALIGN WITH EDGE OF TUBE w CZ K 7 SUB -FLOOR AS REQUIRED FOR LEVEL FINISH FLOOR 6Y G.G. SCALE: NTS POLISHED STAINLESS STEEL POLISHED STAINLESS STEEL POLISHED STAINLESS STEEL 625 FINISH US26D U526D US26D US26D SALES TO MALL TRANS. IN/PATCH FITTING 0601/2, P55 W/ DUSTPROOE STRIKES IN/PATCH FITTING C602/2J, P55 PRIVACY ON TOILET ROOMS ONLY MOUNT @ 44" AFF, GORED BOTH SIDES ON PUSH SIDE ONLY ENTRY VESTIBULE FEATHER FLOORING FROM 4111M TO MALL FLOORING. SLOPE NOT TO EXCEED 1:12 PE +.v:6 ,1;N 1 Lh 1 0 12 12 -II -07 12- -21 -07 01 -25 -0S SHEET TI TLE SHEET NO. TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect DINNER COACH SIC WEST 54th STREET NEW YOR<, NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LANS OF THE STATE OF ASH I NTON WA ARGI- II 1ECTUR,L RECD. No:45O6 ;;STFRED PERMIT & LANDLORD REVIEW LANDLORD COMMENTS TENANT COMMENTS KEY PLAN COACH PROJECT LOCATION: Y1ESTFIELD SOUTH G NT R 60 SOUTI- {CENTER MALL SUITE #1540 SEATTLE, YVA qS1 SS A SP GE N0. 1540 AREA: 2,5G0 SF DOOR � HARDlNARE SCHEDULE PROJECT NO. 70443 SCALE: N/A DATE: 01 - 25 - 08 DRAWN BY: PN REVIEWED BY: BH SPACE #1540 LEVEL 1 OF 3 X002 IJ1;i�ui , ; . :iSIINGIUN LANDLORD NOTE: A TENANT IS IN THE NEW EXPANSION AREA WHIGH IS NEW CONSTRUCTION. THERE SHOULD BE NO DEMOLITION REQUIRED. J.8 r 0 0 ra /\ 12 -21 -01 LANDLORD COMMENTS 01 -23-08 TENANT COMMENTS J 1 ` o ► 1 1 Ma� .. ' \' u. 1 En \\ EXISTING STEEL COLUMN, EXISTING STEEL GROSS BEAMS, AND DEGK BRACING ABOVE TO ABOVE TO REMAIN, TYP. REMAIN, TIP. EXISTING DEMISING WALLS TO REMAIN, U.N.O. SEE SHEET A101 FOR MORE INFORMATION. EXISTING STOREFRONT COLUMN ENCLOSURES BY LANDLORD TO REMAIN, SEE SHEET AIOI FOR PORTION OF EXISTING DEMISING WALL TO BE REMOVED BY S.G. SEE SHEETS A101 4 A102 FOR MORE INFORMATION. S.G. TO PROVIDE BARRICADE TO THE UNDERSIDE BULKHE AD. . MALL BULKHEAD. COORDINATE WITH OPERATIONS MANAGER FOR ALL RESTRICTIONS AND /OR REQUIREMENTS. MORE INFORMATION, TYP.— B� EXISTING MAIN DISC, SWITCH TO BE RELOCATED, SEE SHEET E100 FOR MORE INFORMATION LANDLORD NOTE: NO TEMPORARY POWER WILL BE PROVIDED TO TENANT SPACES. TENANT CONTRACTORS ARE ADVISED TO BRING STEP DOWN TRANSFORMERS AND PANELS OR AN APPROPRIATE GENERATOR UPON THE START OF CONSTRUCTION AS THE LANDLORD IS NOT PROVIDING CONSTRUCTION POWER. TENANT CONTRACTORS WILL NOT HAVE POWER FOR CONSTRUCTION UNLESS THESE ARRANGEMENTS HAVE BEEN MADE. EXISTING DEMISING EXISTING STOREFRONT EXISTING STEEL GROSS BRACING ABOVE TO REMAIN, TYP. WALLS TO REMAIN, , U.N.O. SEE SHEET A101 FOR MORE INFORMATION. COLUMN ENCLOSURES BY LANDLORD TO REMAIN, SEE SHEET AIDI FOR 3 -o MORE INFORMATION, TYP. ..,...,,..,..„ it _.....,.„...„.. ___. I 117 0e, ..... DEMOLITION FLAN SCALE: I /4" = I'-O" DEMOLITION Sfi'EGIFIGATIONS DEMOLITION NOTES BARRICADE ELEVATION SCOPE OF WORK SITE INVESTIGATION I. ALL DOORS, WALLS, FIXTURES, ETC. SHOWN IN DASHED LINES ARE TO BE REMOVED AND DISPOSED OF UNLESS OTHERWISE NOTED 2. ANY DAMAGE THAT MAY OCCUR DURING DEMOLITION AT CONSTRUCTION DUE TO THE CONTRACTOR'S FAULT SHALL CONTRACTOR'S RESPONSIBILITY AND MUST BE RESTORE CONDITION AT THE CONTRACTOR'S EXPENSE. 3. NOTIFY THE ARCHITECT AT ONCE OF ANY UNFORESEEN HAZARD OF ANY KIND BEFORE DEMOLITION 15 COMPLETE. 4. NO ALTERATION TO THE LANDLORD'S STRUCTURAL MEM ALLOWED. 5. COORDINATE WITH THE LANDLORD OR HIS /HER REPRESENTATIVE PERTAINING TO ANY DEMOLITION REQUIREMENT AND PROVISION AS REQUIRED. 6. MAINTAIN ALL FIRE SEPARATIONS BETWEEN TENANT SPACES AS REQUIRED BY ANY CODE OR REGULATION, DURING DEMOLITION WORK. - 1, IMMEDIATELY UPON COMPLETION OF DEMOLITION, ALL CONDITIONS AND DIMENSIONS ARE TO BE CHECKED FOR VARIANCES. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ARCHITECT. 8. S.G. MUST INVESTIGATE THE SITE PRIOR TO SUBMISSION OF HIS /HER BID TO ANTICIPATE ANY DEVIATION WHIGH MAY NOT BE SHOWN ON THIS PLAN OR ANY OTHER DRAWINGS IN THESE CONSTRUCTION DOCUMENTS. GI. NO COMBUSTIBLE MATERIALS ARE ALLOWED ABOVE THE FINISHED CEILING. 10. CONSTRUCTION SITE IS TO BE SEALED TIGHTLY, CONSTRUCTION BARRICADES SHALL BE PER THE LANDLORD'S REQUIREMENTS, UNLESS PROVIDED BY LANDLORD, IF REQUIRED. H. REFER TO SCOPE OF NEV WORK IN ELECTRICAL DRAWINGS FOR ELECTRICAL FIXTURES LINES, ETC., ENCOUNTERED DURING DEMOLITION. ANY ABANDONED AND /OR NOT USED EQUIPMENT, FIXTURES, WIRING, ETC., SHALL BE REMOVED FROM THE JOB SITE. 12. REFER TO SCOPE OF NEV' WORK IN MECHANICAL DRAWINGS FOR ANY EQUIPMENT, DUCTWORK REGISTERS, ETC., ENCOUNTERED DURING DEMOLITION. ANY ABANDONED AND /OR NOT USED EQUIPMENT, FIXTURES, DUCTWORK, REGISTERS, ETC., SHALL BE REMOVED FROM THE JOB SITE. 13. G.G. SHALL RELOCATE ANY EXISTING SERVICE LINES SUCH AS SPRINKLER MAIN, DOMESTIC WATER, SEWER LINE, GAS LINE ETC., IF REQUIRED TO ACCOMMODATE THE NEW WORK. ANY SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. 13. ANY UNNOTED EXISTING CONDITIONS WHIGH MAY CONFLICT WITH THE PROPOSED NEW WORK AND MAY REQUIRE MODIFICATION, RELOCATION AND OR REMOVAL SHALL BE IDENTIFIED AND REPORTED TO THE ARCHITECT AT ONCE. 14. ANY MODIFICATION TO EXISTING SPRINKLER SYSTEM MUST BE APPROVED BY LOCAL FIRE MARSHAL AND COORDINATED WITH LANDLORD'S REPRESENTATIVE. 15, G.G. TO IMMEDIATELY REPORT ANY EXPANSION OR CONSTRUCTION JOINTS LOCATED WITHIN TENANT SPACE TO COACH CONSTRUCTION MANAGER 16. G.G. TO IMMEDIATELY REPORT ANY STRUCTURAL, HAIRLINE, OR SUPERFICIAL CRACKING IN EXISTING CONCRETE SLAB TO COACH CONSTRUCTION MANAGER. CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE FULL EXTENT OF THE DEMOLITION WORK AND ANY OTHER MATTERS THAT IN ANY WAY AFFECT THE WORK. FAILURE OF CONTRACTOR TO ACQUAINT HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING CONDITIONS WILL NOT RELIEVE HIM FROM RESPONSIBILITY FOR ESTIMATING THE DIFFICULTY OR THE COST OF THE WORK. DISCONNECTION OF SERVICES THIS PORTION OF THE WORK INCLUDES ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR AND REASONABLY INCIDENTAL TO COMPLETE ALL DISMANTLING, DEMOLITION, AND SALVAGE AS SHOWN AND NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. IN GENERAL, THE ITEMS TO BE PERFORMED UNDER THIS SECTION SHALL INCLUDE, BUT ARE NOT LIMITED TO: REMOVAL OF ALL EXISTING ACOUSTICS AND GYPSUM WALL BOARD, CEILING AND FRAMES, LIGHT FIXTURES, FLOORING, DOORS AND WALLS, FURRED OUT COLUMN ENCLOSURES, AND STOREFRONT AND AS SPECIFIED ON THE DRAWINGS. GODES AND STANDARDS \ " z/I 0-.S FT 7 ± 1/2" REVIEWED FOR IC DE COMPLIANCE APPROVED APR - 3 2008 A. EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WORK SHALL BE REROUTED AS NECESSARY TO PROVIDE TEMPORARY CONTINUATION OF SERVICE. B. DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN AN APPROVED MANNER. G. SPRINKLER SHUTDOWN SHALL BE COORDINATED WITH THE E3UILDINS REPRESENTATIVE PRIOR TO EXECUTION OF WORK. ABANDONED ELECTRICAL WIRING ` ����� 1 DEMOLITION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPLICABLE SAFETY REQUIREMENTS OF THE LANDLORD, CITY AND STATE OF THE PROJECT, THE ASSOCIATED GENERAL CONTRACTOR'S MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION, LATEST EDITION, AND THE APPLICABLE REQUIREMENTS OF THE GOVERNING CODE, AND D.S.H.A. PERMITS ff LICENSES it [SST 9.41 City Of Tu i a VILDINC DIVISat For employment opportunities please cad _ tan.�l4JO ®s (5827) o r- r- ■ Fr) +' , ` — >: / / / \ \ \ \ / / / w For employment opportunities please call t877.7t1.J0 ®S 15827) THE GENERAL CONTRACTOR SHALL PROCURE ALL CITY, AND STATE PERMITS AND LICENSES, AND PAY ALL CHARGES AND FEES FOR THE SAME, UNLESS OTHERWISE BY OWNER. THE PLANS SHALL BE FILED W / LOCAL BLDG. DEPT. BY THE OWNER. ORDINANCES 4 PROTECTION CONDUITS AND OTHER UTILITIES ENCOUNTERED IN THE PROGRESS OF THE DEMOLITION THAT ARE TO BE ABANDONED SHALL BE DISCONNECTED AND THE ENDS PLUGGED IN AN APPROVED MANNER. ANY ABANDONED UTILITIES INTERFERING WITH WORK UNDER THIS CONTRACT SHALL BE REMOVED ONLY TO THE EXTENT THAT THEY INTERFERE WITH NEV CONSTRUCTION. DEMOLITION A. CONTRACTOR SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL ORDINANCES AND LANDLORD REQUIREMENTS REFERRING TO THE PROTECTION OF THE PUBLIC AND CONTRACTOR'S PERSONNEL AND PROVIDE PROTECTION FOR PERSONS AND ADJACENT TENANTS THROUGHOUT THE PROGRESS OF THE WORK. B. THE LIMIT OF THE WORK ARE INDICATED ON THE DRAWINGS, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL CONFINE HIS OPERATIONS WITHIN THE LIMITS OF THE WORK AS INDICATED. G. DEMOLITION WORK SHALL PROCEED IN SUCH A MANNER AS TO MINIMIZE THE SPREAD OF DUST AND FLYING PARTICLES AND TO PROVIDE SAFE WORKINS CONDITIONS. D. FIRES, EXPLOSIVES, AND OPEN FLAMES WILL NOT BE PERMITTED, UNLESS PERMITTED BY THE CITY. E. ANY AND ALL EXISTING CONDITIONS, ADJACENT TENANT PROPERTIES, HVAG AND UTILITY LINES, AND OTHER ITEMS NOT SPECIFIED ON THE DRAWINGS, ETC., DAMAGED BY THE CONTRACTOR IN THE E=XECUTION OF THIS CONTRACT SHALL BE RESTORED TO FORMER CONDITION BY CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO CHANGE IN THE CONTRACT PRICE, F. ALL ITEMS INDICATED AS EXISTING TO REMAIN SHALL BE PROPERLY PROTECTED FROM ANY DAMAGES. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PRESERVE THE EXISTING TO REMAIN ITEMS. G. DEMOL ITION WORK SHALL NOT COMMENCE UNTIL TEMPORARY WORK SUCH AS FENCES AND BARRICADES AND ANY REQUIRED WARNING LIGHTS AND APPARATUS ARE FURNISHED AND INSTALLED. OPERATIONAL PROCEDURES SHALL BE OPTIONAL WITH CONTRACTOR INSOFAR THAT PROCEDURES DO NOT INFRINGE ON THE APPROVED WORK SCHEDULE OR SALVAGE REQUIREMENTS. WHERE SALVASINS IS REQUIRED, PROCEDURES SHALL BE SUCH THAT THE MAXIMUM AMOUNT OF SALVAGE WILL RESULT. MATERIALS AND EQUIPMENT TO BE SALVAGED, IF ANY, ARE LISTED BELOW. DISPOSITION OF MATERIALS, EQUIPMENT, AND DEBRIS EQ. 6-O EQ. / / NOTE: G.0 TO COORDINATE BARRICADE GRAPHICS WITH MALL OPERATIONS MANAGER AND COACH, CONTACT: RICHARD TONG - (212) G46 -3145 A. MATERIALS 4 EQUIPMENT TO BE SALVAGED: MATERIAL AND EQUIPMENT TO BE SALVAGED ARE LISTED ON THE DEMOLITION PLANS. CONTRACTOR SHALL CONSULT WITH TENANT AND REVIEW THE DRAWINGS TO DETERMINE THE ITEMS TO BE SALVAGED. ALL ITEMS NOTED FOR SALVAGE SHALL BE REMOVED AS CAREFULLY AS POSSIBLE 50 THAT A MINIMUM AMOUNT OF RECONDITIONING WILL BE RE=QUIRED FOR REUSING THE ITEMS. RECONDITIONING AND INSTALLING OF SUCH ITEMS ARE SPECIFIED IN THE DRAWINGS AND APPLICABLE SECTIONS OF THESE SPECIFICATIONS. ANY SUCH ITEMS SHALL BE PACKAGED AND PROPERLY STORED AND PROTECTED UNTIL TIME FOR THEIR USE. B. MATERIALS 4 EQUIPMENT NOT BE SALVAGED: ALL MATERIALS AND EQUIPMENT NOT SCHEDULED TO BE SALVAGED INCLUDING DEBRIS, SHALL BECOME THE PROPERTY OF CONTRACTOR AND SHALL BE DISPOSED OF OUTSIDE THE LIMITS OF THE PROPERTY IN A LEGAL MANNER. LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE CONTRACTOR'S RESPONSIBILITY. GLEAN UP �3i�IGI�E NOTES I PARTITIONS WILL BE CONSTRUCTED OF 3 -I/2" METAL STUDS W/ (I) LAYER OF 5/8" E.R. GYP BD TO U.S. OF MALL BULKHEAD 2. BOTTOM PLATES SHALL BE PINNED TO THE FLOOR BY NAILING INTO CONTROL JOINTS. 5, COORDINATE INSTALLATION ff FABRICATION OF BARRICADE WITH MALL'S OPERATIONS DIRECTOR. 4. COORDINATE BARRICADE GRAPHICS WITH COACH AND WITH MALL'S OPERATIONS DIRECTOR. 5. PROVIDE POLYETHYLENE / VISQUEEN CURTAIN FROM THE LANDLORD BULKHEAD TO THE TOP OF THE BARRICADE PROPERLY SEALED TO PREVENT DUST OR DIRT FROM ESCAPING. S. IN NO INSTANCE SHALL THE PARTITION BE PLACED FURTHER THAN THREE (3) FEET FROM THE LEASE LINE OR CLOSER THAN TWELVE (12) FEET TO AN OPPOSING STOREFRONT OR PERMANENT OBSTRUCTION. G.G. SHALL COORDINATE THE LOCATIONS OF ALL BARRICADES WITH THE TENANT COORDINATOR. � . REMOVAL OF THE BARRICADE SHALL BE BY THE G.G. WITH THE TENANT COORDINATOR'S APPROVAL, G.G. SHALL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO SURFACES MARKED OR DAMAGED BY THE BARRICADE INSTALLATION AND SUBSEQUE REMOVAL. G.G. SHALL DISPOSE OF THE PARTITION AT HIS EXPENSE. MAR 21 NW P ;E Y; a_, I E-_: SALES OF SALVAGED MATERIALS SHALL NOT BE CONDUCTED AT THE UPON COMPLETION OF ALL DEMOLITION WORK, CONTRACTOR SHALL PROMPTLY DISPOSE OF ALL DEBRIS RESULTING FROM DEMOLITION OPERATIONS. THE CONTRACTOR SHALL LEAVE THE PROPERTY, THE ADJACENT TENANT SPACES AND THE BUILDING IN A GLEAN CONDITION, SATISFACTORY TO LOCAL AUTHORITIES AND THE ARCHITECT. THE CONTRACTOR SHALL REPAIR ANY ADJACENT TENANT WALL, MALL FLOORING, ETC. TO THE SATISFACTION OF INVOLVED PARTIES DAMAGED BY THE DEMOLITION PROCESS. IJ1;i�ui , ; . :iSIINGIUN 12 -II -0 1 PERMIT 4 LANDLORD REVIEW /\ 12 -21 -01 LANDLORD COMMENTS 01 -23-08 TENANT COMMENTS 2 3 1 0 12 A 5 G 1 1 J K M N 0 WA AR SHEET TITLE SHEET NO. TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 34th STREET NEW YORK, NY 1 000 1 SEAL : I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED/LIGE SEP ARCHITECT UNDER THE LAWS OF THE STATE OF SHIN TON REG. No:45O6 GISTE[ ED IICI•iITECT ; J. T;::'CAR Co KEY PLAN COACH FROJEGT LOCAT ION: INESTFIELP SOUTHGENTER 607 SOUTHCENTEi . MALL SUITE #1540 SEATTLE, WA c181 SS SFAGE NO. 1540 AREA: 2,SGO SF DEMOLITION PLAN NOTES PROJECT NO. 10443 SCALE: AS NOTED DATE: OI -25 -a8 DRAWN BY: PN REVIEWED BY: BH SPACE #1540 LEVEL I OF 3 A100 SCALE: 1/4" } • G.G. TO FIRE CAULK ANY CORRIDOR WALL PENETRATIONS AS REQ'D TO MAINTAIN 1 HR FIRE RATING, TYP. GYP. BD, MALL CORRIDOR SIDE BY OTHERS, TYP. 105 NEW WORK PLAN MALL'V CORRI DO •� G.C. TO PROVIDE 51M. ' -8 3/:. 1 EXTINGUISHER IN HALLWAY LOCATION OF ACRYLIC BRAILLE SIGN, SEE SHEET A202 FOR MORE INFORMATION LOCATION OF SURFACE MOUNTED FIRE CORNER GUARDS 4' - 10 I/8' ALIGN DOTTED LINE INDICATES WOOD BASE BELOW, SEE 5/A201 FOR DETAIL SHEET A106 FOR LOCATION SEE 2/5400 FOR TYP. WALL BRACING DETAIL @ NEW INTERIOR PARTITIONS 5/S" BD. TO SALES /STOGK WALL GG TO COORDINATE W/ MALL MANAGEMENT PRIOR TO ANY SAW GUTTING OF CONCRETE SLAB, GG TO PATCH SLAB AFTER COMPLETING ALL UNDERFLOOR WORK, TYP. 30' -2" G.G. TO APPLY LATICRETE BLUE # ON SALES AREA MARBLE FLOOR FINISH ONLY, SEE A105. G.G. TO PROVIDE SMOOTH, LEVEL FINISH ON CONCRETE SLAB TO ACCEPT NEW TENANT FINISH FLOOR VESTIBULE GYP. 5D. HEADER @7' -O" AFF NOTE: G.G. TO FINISH VESTIBULE TO MATCH ADJACENT MALL CORRIDOR. NEW OPENING IN EXISTING DEMISING PART/ TI ON, SEE SHEET AIOO FOR MORE INFORMATION . . 0 PROVIDE METAL CORNER GUARDS PER LANDLORD NOTE 3 /AOOO FOR SPEC., TYP. c' -a 3/4" . :: SLINE DIMENSION I G.G. TO EXTEND GYP. BD. IN HATCHED AREA TO DECK ABOVE TO ENSURE I HOUR RATED PARTITION PER UL #465 104 MEN'S TOILET rrv �C1• •�;K•�- �• ••• NEW ELECTRICAL EQUIPMENT LOCATION, SEE "E" SHEETS FOR MORE INFORMATION 103 WOMEN'S TOILET ADJACENT 4 > TENANT 78' -G 3/8" 101 STOCKROOM s � 1 11■•11•1 Elm III_�iI� 102 I. SEE FIXTURE PLAN ON SHEET A104 AND FIXTURE DETAILS FOR FIXTURE INFORMATION. 2. SEE REFLECTED CEILING PLAN ON SHEET A102 8 A102.1 FOR SOFFIT AND LIGHTING INFORMATION. 3. NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO EXISTING FIELD CONDITIONS. 4. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE. 5. DIMENSIONS ARE FROM THE FACE OF FINISHED WALL (GWI3) TO FACE OF FINISHED WALL (GWB) UNLESS OTHERWISE NOTED ON PLANS. 6. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, GLEANED, AND CONDITIONED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN SPECIFICATIONS OR INSTRUCTIONS. - 7. ALL WORK SHALL I3E EXECUTED IN A MANNER ACCEPTABLE TO THE TENANT. 5. UNLESS NOTED OTHERWISE, THE GENERAL CONTRACTOR SHALL PROVIDE AND PAY ALL LABOR, MATERIALS EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, TRANSPORTATION, PERMITS AND OTHER SERVICES AND FACILITIES NECESSARY FOR PROPER AND TIMELY EXECUTION OF WORK. GI. THE TENANTS CONTRACTOR WARRANTS TO THE OWNER AND TO THE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT ARE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE AS SPECIFIED AND FREE OF DEFECTS. 10. FOR ALL WOOD MEMBER REQUIRED BY CODE TO BE FIRE RETARDANT TREATED, PROVIDE PRESSURE IMPREGNATION WITH FIRE RETARDANT CHEMICALS TO PROVIDE UL FRS FIRE HAZARD CLASSIFICATION, ALL WOOD SHALL BE IDENTIFIED WITH A UL LABEL CERTIFYING THIS CLASSIFICATION AND FM DIAMOND. H. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY, COORDINATE WITH ARCHITECT AND BUILDING INSPECTOR ON LOCATION OF FIRE EXTINGUISHER. 12. ALL PENETRATIONS OF FIRE RESISTIVE FLOOR OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORMS TO UL STANDARDS FOR THROUGH PENETRATION FIRESTOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCHITECT. SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. 13. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRINGS TO HAVE METAL CORNER BEADS SPACKLE AND SMOOTH, UNLESS OTHERWISE NOTED. 14. HVAG CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR INTENDED DIFFUSER DUCT, THERMOSTAT LOCATIONS, ETG. FOR REVIEW PRIOR TO FABRICATION AND INSTALLATION OF SAME. 15, THE CONTRACTOR 15 TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDING STRUCTURE DURING DEMOLITION /CONSTRUCTION, I6. ACCESS PANELS IN WALL FOR PLUMBING, MECHANICAL OR ELECTRICAL ACCESS PANEL TO BE FLUSH FRAMELESS GYP. BD. PANELS. SUBMIT SPECS. TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 17. ALL GLASS, INTERIOR AND EXTERIOR AND ALL STOREFRONT METAL TO BE CLEANED WITH A LIQUID DETERGENT AT COMPLETION OF CONSTRUCTION. 15. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID. lg. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS S STRUCTURE PARTICULARLY WHERE PENETRATED BY VARIOUS TRADES AND SERVICES. 20. THE GENERAL CONTRACTOR TO PROVIDE AND INSTALL PAPER COVERING APPLIED TO THE STOREFRONT GLAZING DURING MERCHANDISING. 21. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FINAL GLEAN UP OF THE ENTIRE PREMISES TO INCLUDE BY NOT LIMITED TO FLOORS, MILLWORK, FIXTURES, ETG. FOLLOWING THE INSTALLATION OF THE MILLWORK. GENERAL NOTE: UPON POSESSION OF PREMISES, ENTIRE SPACE DIMENSIONS SHALL BE VERIFIED AND NOTED OF ANY DISCREPANGIES SY CG'S FIELD SUPERVISOR USING CONSTRUCTION LAYOUT SHEET. GC SHALL RESUBMIT THAT SHEET WITHIN (3) THREE DAYS FROM START OF CONSTRUCTION TO ARCHITECT. GENERAL NOTES 7. 5. 10. II. 22. G.C. SHALL SUPPLY S INSTALL PROPER AND ADEQUATE WOOD BLOCKING TO SUPPORT ALL OWNER SUPPLIED AND MWG APPLIED INSTALLED ITEMS FOR FIRM AND SECURE INSTALLATION ON WALLS, COLUMNS, ETC, GG SHALL COORDINATE WITH MWG FOR REQUIRED LOCATIONS AND ADEQUACY OF BLOCKING REQUIREMENT AND PROVIDE ALL SUCH BLOCKING PRIOR TO CLOSING UP ANY AND ALL WALLS, COLUMNS, ETC. IF REQUIRED BY CODE AND LOCAL BUILDING OFFICIAL, SUCH BLOCKING SHALL BE FIRE RETARDANT TREATED OR METAL TO MEET SUCH REQUIREMENT. 25. G.G. SHALL PROVIDE (3) LABORERS FOR THE REMOVAL OF CARDBOARD BOXES, TRASH AND MOVING OF MERCHANDISE BEFORE AND AFTER TURNOVER FOR DURATION OF AT LEAST (1) DAYS MAX (5) DAYS. 24. THE TENANT'S GONTRAGTOR SHALL NOT BE PERMITTED TO MODIFY, ATTACH OR HANG ANY LOADS FROM THE LANDLORD'S STRUCTURAL DUCTWORK, WATER LINES, SPRINKLER LINES, CONDUIT, BRIDGING OR METAL DECK. ALL STRUCTURAL ATTACHMENTS SHALL EX 1 END TO THE STRUCTURAL STEEL FRAMING. 25. WHERE PRACTICAL, ALL CONNECTIONS SHALL BE MADE BY CLAMPING. 25. ALL CONNECTIONS TO METAL DEGK SLABS FOR STRUCTURAL LOADS SHALL BE EITHER BY PRESET OR DRILLED ANCHORS, FINISH NOTES HALLWAY S4' -14" (V.I.E.) LEASELINE DIMENSION EXAMINE ALL SURFACES TO BE PAINTED UNDER THIS CONTRACT AND SEE THAT THE WORK OF OTHER TRADES HAVE BEEN LEFT OR INSTALLED IN A SATISFACTORY CONDITION TO RECEIVE PAINT OR SPECIFIED FINISH. 2. INTERIOR GYPSUM WALL BOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH, JUST PRIOR TO APPLICATION OF THE FIRST COAT OF PAINT IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING. 3. PAINTER SHALL BE RESPONSIBLE FOR THE REMOVAL OF HARDWARE, SWITCH, AND OUTLETS COVERS., ETC., AND RE- INSTALLATION OF SAME AFTER PAINTING. 4. PAINTING APPLICATION SCHEDULE; (I) GOAT PRIMER, (2) GOATS FINISH PAINT, LEVEL 5 5. ALL COMPLETION OF PAINTING, ALL PAINT MATERIALS AND EQUIPMENT SHALL BE REMOVED. ALL PAINT SPOTS REMOVED AND ALL AREAS THOROUGHLY GLEANED. ANY DIRT OR DEBRIS CAUSED BY WORK SHALL SE GLEANED UP AS WORK PROGRESSES. 6. RETOUCH OR REFINISH SURFACES DAMAGED BY SUBSEQUENT WORK AS DIRECTED BY GENERAL CONTRACTOR. THE COST OF SUCH RESTORATION WORK SHALL BE BORNE BY CONTRACTOR. WIPE GLEAN ALL SURFACES WITH DAMP CLOTH. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING PROPER PROTECTION AGAINST DAMAGE TO EXISTING FURNITURE, ADJACENT FINISHED WORK, FLOORING, ETC, REFER TO A002 FOR APPLICABLE FLOOR TRANSITION DETAILS, U.N,O. SEE SHEET A105 FOR FLOOR FINISHES AND TRANSITIONS. THE FLOORING CONTRACTOR SHALL HAVE A MINIMUM OF FIVE YEARS EXPERIENCE WORKING WITH THIS TYPE OF PRODUCT. ADJACENT TENANT 12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE FINISHES IN THE STORE, WALLS, FLOOR AND CEILING PRIOR TO TURNOVER. GC SHALL TOUCH -UP ALL CORNER BEADS, WALLS, CEILING AND FLOORING AS REQUIRED PRIOR TO TURNOVER AND ANY DAMAGE CAUSED BY OTHER TRADES INCLUDING MILLWORKER. 15. GENERAL CONTRACTOR SHALL CAULK BETWEEN MILLWORK AND GYPSUM BOARD WALLS IF REQUIRED TO CREATE A SMOOTH FINISH. GYP. BD, ADJACENT fif) TENANT SIDE BY OTHERS, TYP. GYP. BD. a ADJACENT TENANT SIDE BY OTHERS, TYP. UNDERSIDE OF STRUCTURE ABOVE (t1T -6" VIF) -LINE OF CEILING GYP. BD. TENANT SIDE METAL STUD BASE AS SCHEDULED RATED DEMISING WALL EXISTING METAL STUDS WITH (I) LAYER OF NEW 5/8" TYPE 'X' GYP. BD. TO UNDERSIDE OF DEGK ON TENANT SIDE. G.C. TO ENSURE I -HR. FIRE RATING PER UL #U465. SEE UL NO. U465 NOTE ABOV REFER TO STRUCTURAL SHEETS FOR CONNECTION DETAILS @ SLAB 4 ROOF DECK UNDERSIDE OF STRUCTURE ABOVE ( ±1T -6" VIF) EXTEND GYP. BD. MIN. 6" ABOVE ACT CEILING, TYP. LINE OF CEILING METAL STUD GYP. BD. HORIZONTAL BRIDGING W/ BRIDGE CLIPS a 4' -0" O.G. BASE AS SCHEDULED NON -RATED PARTITION NEW 5 5/8" 20 GA. METAL STUDS a 16" O.C. 4 HORIZONTAL BRIDGING W/ BRIDGE CLIPS a 4' -0" O.G. 4 WITH (I) LAYER OF NEW 5 /5" TYPE 'X' GYP. BD. TO UNDERSIDE OF GEILING ON BOTH 51DES, EXTEND GYP. BD. MIN, OF 6" ABOVE ACT GLG. ONLY. - -_ L FAWN REFER TO STRUCTURAL SHEETS FOR CONNECTION DETAILS @ SLAB 4 ROOF DECK C> RATED DEMISING WALL NEW 3 5 /5" 20 GA. METAL STUDS a 16" 0.6. WITH (1) LAYER OF NEW 5/8" TYPE 'X' GYP. BD. TO UNDERSIDE OF DEGK ON BOTH SIDES. USE WATERPROOF GYP. BD. IN TOILET ROOM. G.G. TO ENSURE I -HR. FIRE RATING PER UL #U465. SEE UL NO. U465 NOTE ABOV REFER TO STRUCTURAL SHEETS FOR MORE INFORMATION ON FRAMING. I-UNDERSIDE OF STRUCTURE ABOVE ( ±IT -6" VIF) I LINE OF HALLWAY CEILING METAL STUD HORIZONTAL BRIDGING W/ BRIDGE CLIPS a 4' -O" O.G. PLATFORM AT T.R. DEGK I00 lirO9 /0 L UNDERSIDE OF STRUCTURE ABOVE ( ±I7' -6" VIF) LINE OF CEILING GYP. BD. METAL STUD TENANT SIDE BASE AS SCHEDULED FIRE -RATED PLYWD, PAINTED WHITE 1/2" X 3" PTD. WD, TRIM METAL JOIST, SEE 6/5400 GYP. BD. NEW 3 5/S" 20 GA. METAL STUDS a 16' O,C. TO 8' -O" AFF HORIZONTAL BRIDGING W/ BRIDGE CLIPS a 4' -0" O.G. & IN/ (1) LAYER OF 5/8" TYPE "X" GYP. BD TO FINISHED CEILING ON TOILET ROOM SIDE. METAL JOISTS W/ 3/4" THICK FIRE -RATED PLYWOOD PLATFORM AT DECK. WATERPROOF GYP. BD. IN TOILET ROOM. PLATFORM AT T.R. DEGK PARTITION TYPE '6' EXCEPT W/ NEW 21/2" 20 GA. METAL STUD SALES AREA NOTE: FIRE RATING OF WALL ASSEMBLY 15 NOT REQUIRED TO EXTEND ABOVE TENANT CEILING. GYPSUM BOARD TO BE HELD MIN. 6" CLEAR BELOW UNDERSIDE OF DECK ABOVE TO ACCOMODATE TENANT HVAG RETURN AIR SYSTEM FAR 1- J O 1- L • L__ UNDERSIDE OF STRUCTURE ABOVE ( +I - 1' - 6" VIF) LINE OF CEILING GYP. BD. ENCLOSURE EXISTING STRUCTURAL CROSS BRACING TENANT SIDE GYP. BD. METAL STUD BASE AS SCHEDULED <> DEMISING WALL EXISTING METAL STUDS WITH (I) LAYER OF NEW 5/8" TYPE 'X' GYP. BD. TO 6" MIN. CLEAR OF UNDERSIDE OF 6" SLOTTED TRACK ON TENANT SIDE. EXISTING STRUCTURAL GROSS BRACING TO BE WRAPPED WITH NEW METAL STUDS AND 5/8" TYPE 'X' GYP. BD. BY G.G. TO ENSURE I -HR. FIRE RATING PER UL #U465. BEE UL NO. U465 NOTE ABOV REFER TO STRUCTURAL SHEETS FOR MORE INFORMATION ON FRAMING. t- UNDERSIDE OF STRUCTURE ABOVE ( ±17' -6" VIF) LINE OF STOCKROOM GEILING FIRE -RATED PLYWD, PAINTED WHITE SEE PARTITION TYPE '2' METAL JOIST, SEE 6/5400 <[ GYP. BD. H METAL STUD z w BASE AS SCHEDULED 6B PLATFORM AT T.R. DECK PARTITION TYPE '2' IN/ NEW 6" 20 GA. METAL STUDS a 16" O.G. TO S' -O" AFF IN/ (I) LAYER OF 5 /8 TYPE "X" GYP. SD TO FINISHED GEILING ON BOTH SIDES. METAL JOISTS VV/ 3/4" THICK FIRE -RATED PLYWOOD PLATFORM AT DECK. WATERPROOF GYP. BD. IN TOILET ROOM. 0 ES O u O Ln 11 1 1 1 1 1 1 1 1 LOCATION OF SURFACE MOUNTED FIRE EXTINGUISHER IN SALES AREA, GONFIRM WITH BUILDING INSPECTOR IF THIS CAN BE LOCATED IN GASHWRAP CABINET INSTEAD. 7 1 /CUSTOM STO /SYSTEM PRO /INSTALLED B STOREFRONT MALL 3 COMMON - AREA TENANT LEASELINE NEW STEEL STOREFRON SEE 7/S400 INFORMATIO EXISTING NE PIER TO RE TO PATCH A AS REQUIRE LINE OF CEILING GYP. BD. METAL STUD SALES AREA HORIZONTAL BRIDGING INV BRIDGE CLIPS a 4' -0" O.G. BASE AS SCHEDULED '0 CHASE WALL NEW 5 5/S" 20 GA. METAL STUDS a 16" O.G. HORIZONTAL BRIDGING IN/ BRIDGE CLIPS a 4' -0" O.G. 4 WITH (1) LAYER OF NEW 5/8" TYPE 'X' GYP. BD. TO UNDERSIDE OF CEILING ON SALES AREA SIDE. CHASE WALL PARTITION TYPE '3' EXCEPT W/ NEW 2 1/2" 20 GA. METAL STUD FIRE -RATED PLYWD, PAINTED WHITE METAL JOIST, SEE 6/5400 LINE OF CEILING AT TOILET GYP. BD. METAL STUD HORIZONTAL BRIDGING Vl BRIDGE CLIPS a 4' -0" O.G. PLUMBING PARTITION EFRO•T IDED TENANT VENDO REFER TO STRUCTURAL SHEETS FOR CONNECTION DETAILS @ SLAB ROOF DECK [ -UNDERSIDE OF STRUCTURE ABOVE ( ±1 - 1' -6" VIF) REFER TO STRUCTURAL SHEETS FOR MORE INFORMATION ON FRAMING. LUNDERSIDE OF STRUCTURE ABOVE ( ±17' -6" VIF) / LINE OF STOCKROOM CEILING NEW 5 5/8" 20 GA. METAL STUDS ro] IS 0.G. 4 HORIZONTAL BRIDGING W/ BRIDGE CLIPS a 4' -0" 0.6. & WITH (I) LAYER OF NEW 5/5" TYPE 'X' WATERPROOF GYP. BD. TO UNDERSIDE OF CEILING ON BOTH SIDES. METAL JOISTS VV/ 3/4" THICK FIRE -RATED PLYWOOD PLATFORM AT DECK. WATERPROOF GYP. 50. I N TOILET ROOM. FRAMIN FOR MORE TRAL AIN, G.G. D REPAIR , TYP. LANDLORD NOTE: SIZE ALL WALLS AND DEGK TO SUPPORT ALL EQUIPMENT AND SERVICE PERSONNEL AND PROVIDE SPRINKLERS ABOVE AND BELOW_ G.G. TO FURNISH INSTALL G a EXISTING COLUMN ENCLOSURES @ STOREFRONT FROM SLAB TO UNDERSIDE OF DECK ABOVE. G.G. TO MAINTAIN REQ'D FIRE RATING @ COLUMN ENCLOSURES AS REQ'D., TYP. G.G. TO ENSURE FIRE RATING OER UL. NO. 465 U.L. NO. U465 THE FOLLOWING FASTENING REGUIEMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYPSUM BOARD: 5 /5" THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH I IN. LONG, TYPE 5 STEEL SCREWS SPACED 5 IN O.C. ALONG EDGES OF BOARD AND 12 IN. OG IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDE5 OF THE ASSEMBLY. REVIEWED FOR CODE COMPLIANCE APPROVED APR - 3 2008 City Of Tukwila B .RIDING DIVISION REFER TO STRUCTURAL SHEETS FOR MORE INFORMATION ON FRAMING. MALL BULKHEAD, SEE A300 GYP. BD. LIMESTONE TILE MALL COMMON AREA METAL STUD HORIZONTAL BRIDGING W/ BRIDGE CLIPS a 4' -0" 0.C. O CHASE WALL a STOREFRONT NEW 3 5/8" 20 GA. METAL STUDS a 16" O.G. 4 HORIZONTAL BRIDGING W/ BRIDGE CLIPS a 4' -0" 0.C. 4 WITH (I) LAYER OF NEW 5/8" TYPE 'X' GYP. BD, 4 LIMESTONE TILE TO UNDERSIDE OF MALL BULKHEAD. LANDLORD NOTE: TENANTS ON THE GROUND FLOOR REQUIRING BELOW GRADE WORK SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTURBANCE OF LANDLORD'S BELOW GRADE UTILITIES. ON GOMPLETION OF BELOW GRADE WORK, TENANT SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND PATCHING OF THE SLAB ON GRADE INCLUDING GRAVEL LAYERS, VAPOR BARRIER AND CONCRETE. TENANT'S CONTRACTOR 15 TO VERIFY LOCATION; GET APPROVAL AND REQUIREMENTS FOR ALL GORING LOCATIONS ON CONCRETE FLOORING WITH WESTFIELD'S ON -SITE TENANT COORDINATOR PRIOR TO PROCEEDING WITH WORK. TENANT'S CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER WHERE EVER ANY WELDING 15 DONE WITHIN THE DEMISED PREMISES. THE PERSON PERFORMING THE FIRE WATCH SHALL REMAIN IN THE TENANT SPACE FOR AT LEAST (1) HOUR AFTER THE COMPLETION OF ANY WELDING. THIS SHALL BE COORDINATED THROUGH THE CITY OF TUKWILA FIRE DEPARTMENT. OWNER COACH 516 WEST 34th STREET NEV YORK, NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAINING WAS PREPARED >5Y ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARGHITEGT UNDER THE LAWS OF THE STATE OF SHIN(FTON WA ARC`. IT:CTUR' . REG. N0:4506 12 -II -07 12- 21 -0 01 -23 -OS SHEET NO. TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect EC!STERE0 AM S j. ; lcIRICO PERMIT 4 LANDLORD REVIEW SHEET TITLE LANDLORD COMMENTS TENANT COMMENTS KEY PLAN COACH PROJECT L YiESTF I ELD SOUTH GENTER 607 SOUTHGENTER MALL SUITE #1540 SEATTLE, INA qS1 SS SPACE NO. 1540 SPACE #1540 LEVEL I OF 3 AREA: 2,3q0 SF NSW WORK FLAN PROJECT NO. 70443 SCALD '.)AS NOTED DATE: MAR 21 2008 01 - 25 - 0S DRAIA1 81': . ! � PN REVIEWED BY: BH X101 2 5 5 10 12 A G E F 1-f J K L M N P TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico -corn Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 34th STREET NEV' YORK, NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICEN:ED ARCHITECT UNDER THE LAWS OF HE STATE OF W,A H INCB ON TURA i. f' red::, WA ARGHI 43. 0 III ail BIWA fiRE6. Na : 4506 JA.SIiING i ON N "ED. SPACE #1540 LEVEL I OF 3 KEY PLAN COACH PROJECT LOCATION: VMESTFIELD SOUTHGENTER S01 SOUTHGENTER MALL SUITE #1540 SEATTLE, WA c18188 ' °� X102 rE� SPACE NO. 1540 AREA: ,3G10 SE SHEET TITLE: REFLECTED CEILING FLAN - NOTES PROJECT NO. 70445 SCALE: AS NOTED DATE: 01 -25 -08 DRAWN BY: FN REVIEWED BY: 5H SHEET NO. NEW PLYWOOD PLATFORM DECK ABOVE RETURN GRILLE, SEE GLG. MOUNTED EXIT SIGN E- SYSTEM DEVICE, NOTE: GG TO CONTACT ARGHITEGT IF LOCATION OF FIRE ALARM EQUIPMENT, EMERGENCY LIGHTS ff NISHT LIGHTS VARY FROM REFLGETED CEILING PLAN , f FIRE ALARM FLAN. RUNNER TOILET ROOMS, DASHED LINES INDICATE SHEET MI00 FOR TO BE COORDINATED W/ SEE A105 FOR SPEC CONTINUOUS ACT CEILING ABOVE. SPECIFICATION R. G.P. BE & 4/A200. ENSURE CLEARANCE IN SEE 6/S400 FOR MORE INFORMATION J•8 MEN'S WOMEN'S o ADJACENT 12 -II -01 1- tRMIT 4 LANDLORD REVIEW 12 -21 -07 105 VESTIBULE -25 -Oa 104 H.G. TOILET 103 H.G. TOILET TENANT 6 FIXTURE TO ADJACENT ra MI 1O' -6" AFF CEILING FOR PROPER INSTALLATION. -1 I0' -6" AFF -- c1 "AFF P -G 8' -O "AFF P -q 8' -O "AFF A201 I r1 ■ 1.- - 1 11 11 -1.6 GYP. BD HEADER o 8' -O' AFF Y Y T T T T T T T ............ 7 7 : -` Y • '.r - w 7 T/, an S- II 1 GC TO MATCH EX'6 ADJACENT MALL CORRIDOR FINISH g G T -G G TI4 G T _ :... :....... • / 5P SR J 5P 5P A201 1 . Grl4 � / . - / j//:.< / / ' / f T L 1 x is T : P / O „ -5 VESTIBULE CEILING G .. ► » F I�i�Ou AFF � 1 I ll ID'_O" AFF TYP. 5F ' G712 4 O, G7i2 ►c ! 5f? f II G TO INSTALL ONE FLOOD LIGHT � � ! • �� � A.Q.T. ABOVE i w ' °� OOO L- IvO�: 110 I I Doll � �� L � C> - '- •. XIW ye GT3 @ Grp Gr3 GT3 1 100011 10001 G T I 3 \ O ��`''' �- Q GT3 GT3 \ O / �1 -�'� ; Grl2 i CENTER OF STOREFRONT TRACK, ADJACENT FIXTURES ON EITHER SIDE Q o U L G712 5 �+ P. U.N.O. TO BE SPOT LIGHTS. TY X 5P � LL SA NL/ SP � � © = I I� ��� �I II= LBft NL 5 P � ;, ' ; 5P � G7 5P OeO bo o1I I 10801 5P 1 � ' 1 ''' SEE SHEET E10? FOR ACCESS PANEL SPECIFICATION 61 Cr Grp CORRIDOR SP � G7 s J . '■■ ---__ =--� -i i1! �„ �� r 10 AFF Q SEE 1 /Soo F MALL Mill GT3 IO2 v_ ��: © - ®- >Z CD HALLWAY XIW 1000 ACT -I I2' -0"AFF O � < ., ��, \_ EL S Eq. O Q 1001: U COMMON ER I GT3 X c PENDED 5 �aA N: .I_ 5p.. L 5 • `' CEILING DETAIL 0 M El L' sv vQ� 0 ..:.. 0 5P IosOI {osol IDe� SP c-112-4,-0" I_ ► 9 TYP. A20, 0 I h Q . GT3 GT3 c.. 6 C.• GT3 ,oPPz'S - © I :... c..7 GT3 Gr3 C.T. 3 12 1! G = . o : o 1 TRIM SEE 6/A201 �� l• s Na L8 51 L8 � h iiiI I 0 -0" AFF M �II 5 5 EL 111 /� / 1 \ s / " REVEWED ES FOR r CODE COMPLIANCE - 5 �� ; '' % ° �/ / //// /i f / %' 5 5 SEE DETAILS 02 0 3/55 00 J � j L i Ji FOR S USPERALL CENI I L. I:< I APR 3 2008 G I! MIMI - p � STOCKROOM E- RUNNER DEVICE, C, FOR SPEC SYSTEM 10 - 6 AFF ADJAC 1 00 S ALES AREA NEW CEILING TRIM 10 -6 AFF NEV 2'X2' City Of Tukwila DIVISION IDI ACT 12' - 0"AFF E A103 TENANT P - I 10' 6 "AFF BY MAC DIFFUSERS, SEE SHEET MI00 FOR (f" SPECIFICATION REFLEGTEP CEILING FLAM - NOTES SCALE: 74" = I' -0" SYMBOL LE&EN1 NOTES REFLECTED CEILING PLAN NOTES I. SEE SHEET E102 FOR LIGHT SCHEDULE, AND LEGEND. 2, HATCHED AREAS REPRESENT FULL HEIGHT FIXTURES FROM THE FLOOR TO THE UNDERSIDE OF THE CEILING. 3. SPRINKLER HEAD LOCATIONS INDICATE ALIGNMENTS AND GENERAL QUANTITY; SPRINKLER HEADS TO ALIGN WITH LIGHT FIXTURES IN BOTH "FRONT TO BACK" AND "SIDE TO SIDE" DIRECTIONS. SPRINKLER GONTRAGTOR SHALL SUBMIT EXAGT LOCATION AND NUMBER OF SPRINKLER HEADS IN SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW BEFORE SUBMITTING TO BUILDING \FIRE DEPARTMENT AND INSTALLATION. 4. SPRINKLER SUB - CONTRACTOR TO USE FLEX -HEAD SPRINKLER SYSTEM WHERE ALLOWED BY APPLICABLE ODES. G 5 A LL SPRINKLER HEADS ON SALES FLOOR SHALL BE W I TYPE. H TE CONGEALED I. EMERGENCY LIGHTS TO BE INSTALLED ON SEPARATE CIRCUIT. 2. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO SUBMIT PLANS FOR MODIFICATION OF THE FIRE SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE THE NEW TENANT SPACE. G.G. MUST USE LANDLORD'S SPRINKLER CONTRACTOR FOR ALTERATIONS AS REQUIRED. SUBMIT SHOP DRAWINGS TO THE LANDLORD, OWNER AND ARGHITEGT FOR REVIEW PRIOR TO PERMITTING & INSTALLATION. 3. ALL FIXTURES TO BE INSTALLED IN ACOUSTIC CEILING AREA SHALL BE LOCATED AT THE CENTER OF 2' -0" x 2' -0" CEILING GRID, U.O.N. 4. ALL FINISHING AND PAINTING REQUIREMENTS SHALL BE DIREGTED TO THE FINISHES SCHEDULE, SPECIFICATIONS, AND INTERIOR ELEVATIONS. 5. ALL SPRINKLER HEADS AT GYP. CLG. SHALL BE FULLY CONGEALED TYPE: RELIABLE MODEL #04 WITH FLUSH WHITE COVER PLATE. 6. ALL LIGHT FIXTURES INCLUDING EXIT LIGHTS, EMERGENCY LIGHTS, ETC. SHALL BE FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR, IN A SUSPENDED GRIDS. T LASER FOR LEVELING OF ALL S OFFIT GS AND SUS 7 . CONTRACTOR D USE L L 5 CE L H EAR UL LABELS. 8. ALL EQUIPMENT SHALL B L L G. ELECTRICAL CONTRACTOR MUST PROVIDE AN IDENTIFICATION NAMEPLATE ON TENANT'S MAIN ELECTRICAL SERVICE FUSIBLE DISCONNECT SWITCH IN LANDLORD'S DISTRIBUTION PANEL. NAMEPLATE MUST BE 1/8' THICK PLASTIC, BLACK ON WHITE ETCHED TO LEAVE WHITE LETTERS. THE SIZE SHALL BE ONE INCH HIGH BY REQUIRED LENGTH, WITH TENANT'S SPACE NUMBER ENGRAVED ON IT. PERMANENTLY AFFIX TO DISTRIBUTION PANEL. T H HANG WIRES ON A FOUR N 10. DIFFUSERS O AVE ALL OU CORNERS. II. LIG HAVE HANG WIRES. MUST IDENTIFIED BY A ALL FIRE DAMPERS 5 BE B STICKER INSTALLED ON G G. BE OW. 12. AL LL L L 13. DUCT FIRE DAMPER MUST BE INSTALLED WITH A BREAKAWAY CONNECTION. 14. PLENUM ABOVE CEILING, CANNOT CONTAIN ANY COMBUSTIBLE MATERIALS OR GONSTRUTION 15. G.G. TO INSTALL ACCESS DOORS AS NECESSARY. CONFIRM LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. ACCESS PANEL MUST BE FLUSH FRAMELESS GYPSUM PANELS IN SALES AREA. G.G. MUST PROVIDE AN ALLOWANCE FOR ACCESS PANELS IN BID, SEE SHEET E102 FOR SPECIFICATION. I. EXIT LGHTINS SHALL BE PROVIDED, GIVING ADEQUATE DIRECTION AND LOCATION OF EXITS AND MEANS OF EGRESS TO ALL EXITS. EXIT SIGNS SHALL COMPLY WITH LOCAL BUILDING CODE, WITH REFERENCE TO SIZE, COLOR, ILLUMINATION, POWER SOURCE AND MAXIMUM DISTANCE BETWEEN SIGNS. 17. EMERGENCY LGHTING SHALL BE PROVIDED FOR ALL MEANS OF EGRESS, AND OVER THE EXTERIOR OF ALL EXIT DOORS, GIVING ADEQUATE COVERAGE AND CORRECT ILLUMINATION OF THE MEANS OF EGRESS AND MEANS OF EXIT ACCESS. EMERGENCY LIGHTING SHALL COMPLY WITH THE LOCAL BUILDING CODE. 18. G.G. TO PROVIDE ALL FIRE /SMOKE DAMPERS AT ALL DUCTWORK PENETRATIONS AT RATED WALLS, GEILINGS AND FLOORS. SEE MECHANICAL DRAWINGS FOR ALL LOCATIONS OF PENETRATIONS. G.G. TO INSTALL AS REQUIRED BY GITY AND STATE CODE. I. LIGHTS IN MILLWORK FIXTURES ARE SHOWN ON POWER PLAN ON SHEET A103. 20. G.G. TO SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW d CONFIRM HEAD LOCATIONS BEFORE INSTALLATION. , 21. FINISHED GEILING HEIGHTS SHALL BE ESTABLISHED FROM THE SALES /STOCK WALL. 22. HATCHED AREAS REPRESENT LOCATION OF FULL HEIGHT MILLWORK FIXTURES TO UNDERSIDE OF 21: CEILING. PEFii CA 23. DIMENSIONS ARE TAKEN FROM THE FACE OF GYP. 5D., WHERE APPLICABLE. 24. REFER TO SHEET AIO6 FOR GEILIN& ALIGNMENTS WITH MILLWORK FIXTURES. TAG SYMBOL DESCRIPTION REMARKS TAG SYMBOL DESCRIPTION REMARKS HVAC SUPPLY AIR GRILLE SEE SUPPLY AND RETURN REGISTER FINISH TO ' EXIIT SIGN - SEE SHEET E102 FOR SPECIFICATION WALL MTD. (XIW) OR CEILING MTD. (XIG) EXIIT SIGN - SEE SHEET E102 FOR SPECIFICATION WALL MTD. (XIW) OR CEILING MTD. (XIC) SALES FLOOR ONLY: SINGLE FACE EDGELIT GREEN ON CLEAR, SELF POWERED GO MIN. ARROW INDICATES DIRECTIONAL UNIT W/ '• u • : • ' __.DACKUP BACK OF HOUSE ONLY: GREEN LETTERS ON WHITE FINISH. ARROW INDICATES DIRECTIONAL UNIT MOUNT AS INDICATED ON A102 \` MECHANICAL SPEC SHEET MI00 MATCH ADJACENT CEILING (STOCK AREA) XL ® SUPPLY AND RETURN REGISTER FINISH TO X� / HVAC RETURN AIR GRILLE SEE MECHANICAL SPEC SHEET MI00 MATCH ADJACENT CEILING X1G ® CONGEALED FLUSH FRAMELESS SALES FLOOR ONLY g EMERGENCY LIGHT - SEE SHEET E102 FOR SPECIFICATION RECESSED IN CEILING - SEE SHEET A102 FOR LOCATIONS (4) -(I) SW INCLUDED \ \/ /\ / \ AGGESS PANEL BY INTEXFORMS INC. PHONE: (650- 654 - 7855) NO SUBSTITUTIONS S SHOPPER. TRACK MOUNTED ON SALES FLOOR • I N H T I.• S E •::::::: , ........... ...................................................................... ...:..• : >:..:: •::::;.::.:;.:•::•: ..;...... �- ....�,,.T,,, • ,.. .....:: .......:.....: �.. .,.,...................................... ....,...,.,.....,...;:;•::;•: •:..:� . L R�..{ 1L. ��........... NEP- �,, ............. ........................................................ .................... ..... ............................... ... ................................ ..... ...............,.,,.....,.,.:..,:,,.:..,,::::: ::. ::: F •E •L•R' ADA AUDIBLE/VISIBLE DEVICE �. .:... ..... ::::,:: S T A •O O' MOUNTING DEVICE 2 6. SPRINKLER GAPS: SPRINKLER HEADS TO BE FLUSH HEADS BRILLIANT WHITE FINISH. / O N FIRE ALARM ADA VISIBLE DEVICE MOUNTED AT +80" AFF LAN +� ORD NOTES SMOKE DETECTOR GEILING MOUNTED CONCEALED SPRINKLER HEADS RELIABLE MDL. 64 CONGEALED OR CONCEALED IN GYP. BD. CEILING EXPOSED M R IN STOCK SEMI C;:;;;;<; "^'�` Y I. LA IN ACOUSTICAL TILES CEILING MAY NOT BE D N FORWARD SE NG AREA. TILES TO HAVE USED LL L NOISE REDUCTION COEFFICIENT OF 0.60 0.70 WITH A MINIMUM ROOM TO ROOM ATTENUATION E FACTOR OF 40.0 DECIBELS AND MUST MEET ALL CODE, FLAME SPREAD, FUEL AND SMOKE DEVELOPMENT FACTORS, 2. TRACK LIGHT FIXTURES MUST BE PLACED IN RECESSED TROUGH AT STOREFRONT AND IN FORWARD SELLING AREAS. 3. ALL STOREFRONT LIGHTING MUST BE INCANDESCENT AND ON SEPERATE GIRGUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. 4. STOREFRONT SIGNAGE MUST BE ON SEPERATE GIRGUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. E. THERE MUST BE GYP. BD. GEILING NI THIN THE FORWARD SELLING AREA. 6. ALL SPRINKLER HEADS IN THE FORWARD SELL INS AREA ARE TO BE CONCEALED POP OFF COVER TYPE. 7. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DEGK ABOVE. 8. GEILINS SUPPORT SHALL COMPLY WITH SEISMIC BRACING REQUIRMENTS FOR THAT REGION. G. VERIFY WITH NESTEIELD'S ON SITE TENANT COORDINATOR ON ALL LOCATIONS OF ACCESS PANELS TO LANDLORD'S EQUIPMENT. 10. CEILING SUPPORT SHALL COMPLY WITH SEISMIC BRACING REQUIRMENTS FOR THAT REGION. •.........: � <.�: tT7' A AA ....,., • ,'". ; s : :::::. : n .:::.:::.:::.:;::.a= ! l . .... SP APPROVED D EQ. WITH FLUSH WHITE PPRO E COVER PLATE ROOM < > ° s? °: >:': " ;,<" : ;•.:;:..;:� . w..:;;: ,:;. >: >:< ><::::.;<:.;:..: .:....:: >..:....:. ......:. : :....... ; ,,:. ..: ..::.:: .; :.:• »>:>:.»» > » >. >::.: .:::::::...::.:: 1 ..: © FOR T I 2 O SPEAKERS SEE SHEET E O SPEGIFIGATION R WIRING SPEAKERS � SPEAKE W G PROVIDED AND INSTALLED BY COACH VENDOR ......:................,...... ................ :....... .. ..................... ........ ........... A � . • � ` f" .. • :. :. •• . .... : . : ...:::::::: :. . : ::.::....III: �[ ..... ......... . . .. . .. , ......................., .... I.:..,; �:'. �' E�:.:..>: .. : : : ::.....:..: .. a.. �.:::.....:. a,': � :. .,:.::::.,:.::. .::.:.: .:. :,, __ : .,:, E - R +N E _ ....� ..,._.........,............. y.................. • RUNNING THROUGH THE CEILING 2 a SEE ELECTRICAL SHEET E101 PLENUM TERMINATED BACK TO - THE MANAGERS DESK 2 5 5 10 12 A G E F 1-f J K L M N P TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico -corn Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 34th STREET NEV' YORK, NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICEN:ED ARCHITECT UNDER THE LAWS OF HE STATE OF W,A H INCB ON TURA i. f' red::, WA ARGHI 43. 0 III ail BIWA fiRE6. Na : 4506 JA.SIiING i ON N "ED. SPACE #1540 LEVEL I OF 3 KEY PLAN COACH PROJECT LOCATION: VMESTFIELD SOUTHGENTER S01 SOUTHGENTER MALL SUITE #1540 SEATTLE, WA c18188 ' °� X102 rE� SPACE NO. 1540 AREA: ,3G10 SE SHEET TITLE: REFLECTED CEILING FLAN - NOTES PROJECT NO. 70445 SCALE: AS NOTED DATE: 01 -25 -08 DRAWN BY: FN REVIEWED BY: 5H SHEET NO. 10 -26 -07 N ij.EVIEW AND ESTIMATE 11 -01 -07 PRELIM. LANDLORD REVIEW 12 -II -01 1- tRMIT 4 LANDLORD REVIEW 12 -21 -07 LANDLORD GOMMENTS A OI -25 -Oa TENANT COMMENTS 2 5 5 10 12 A G E F 1-f J K L M N P TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico -corn Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 34th STREET NEV' YORK, NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICEN:ED ARCHITECT UNDER THE LAWS OF HE STATE OF W,A H INCB ON TURA i. f' red::, WA ARGHI 43. 0 III ail BIWA fiRE6. Na : 4506 JA.SIiING i ON N "ED. SPACE #1540 LEVEL I OF 3 KEY PLAN COACH PROJECT LOCATION: VMESTFIELD SOUTHGENTER S01 SOUTHGENTER MALL SUITE #1540 SEATTLE, WA c18188 ' °� X102 rE� SPACE NO. 1540 AREA: ,3G10 SE SHEET TITLE: REFLECTED CEILING FLAN - NOTES PROJECT NO. 70445 SCALE: AS NOTED DATE: 01 -25 -08 DRAWN BY: FN REVIEWED BY: 5H SHEET NO. 101 STOCKROOM AT-! 12' -O "AFF I 12 VESTI5ULE OCCUPANCY SENSOR AND RECEPTACLE OUTLET TO BE MOUNTED BELOW ® "J" TRIM AT 4' -O "AFF TO TOP TYP., COORDINATE W/ ELEVATIONS ON SHEET A202. LOCATION OF NEW ELECTRICAL EQUIPMENT, SEE 'E' SHEETS FOR MORE INFORMATION, MAINTAIN 36" CLEAR IN FRONT OF ALL ELECTRICAL EQUIPMENT. PLYWOOD PANEL TO BE PAINTED WHITE. ELECTRICAL CONTRACTOR TO VERIFY IF SERVICE PROVIDED IS ADEQUATE. IF NOT, G.G. TO NOTIFY ARCHITECT IMMEDIATELY. 2. ALL OUTLETS SHALL BE INSTALLED AS DIMENSIONED ON THIS FLAN. ANY DISCREPANCIES AS TO LOCATION BETWEEN PLAN AND EXISTING FIELD CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT BEFORE COMMENCEMENT OF WORK. 3. ALL ELECTRICAL AND TELEPHONE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE ELECTRICAL CODE, NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC, UTILITIES COMPANY, TELEPHONE COMPANY, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 4. ALL COVERPLATES AND DEVICES (TELEPHONE, DATA, ELECTRIC, SWITCH) SHALL BE COLOR TO MATCH ADJACENT WALL FINISH. PROVIDE LUTRON RECEPTACLES AT SALES AREA. ALL TELEPHONE OUTLETS SHALL BE PROVIDED WITH (2) TWO PULL STRINGS BACK TO THE TELEPHONE EQUIPMENT. 6. THE GENERAL CONTRACTOR SHALL PROVIDE ALL GUTTING AND PATCHING OF ALL CHASES IN FLOOR, WALLS, AND CEILING AS REQUIRED. ALL SURFACES WITH EXISTING OUTLETS TO BE REMOVED SHALL BE PATCHED FLUSH WITH ADJACENT WALL SURFACES EXCEPT WHERE NOTED. 8. ALL ELECTRICAL, TELEPHONE, AND DATA OUTLETS ARE TO BE MOUNTED 15" A.F.F. CENTERLINE TO CENTERLINE DIMENSIONS OF ANY OUTLET PAIR OR GROUP SHALL NOT EXCEED 6 ", U.N.O. ALL EXISTING OUTLETS NOTED AS TO REMAIN" SHALL BE REPLACED WITH WHITE COVERPLATE AND DEVICE, IF REQUIRED. SPARE CIRCUITS IN EXISTING ELECTRICAL PANEL. 10. PROVIDE BREAKER MINIMUM 10 LOCKOUTS FOR A.C. UNITS AND SEPARATE CIRCUIT OUTLETS AT TELEPHONE EQUIPMENT. 11. ALL WHIPS AS INDICATED FOR DISPLAY FIXTURE LIGHTS SHALL NOT BE VISIBLE FROM THE STORE. 12. ALL BOXES, CONDUITS, AND WIRING MUST BE COMPLETELY HIDDEN. 13. COORDINATE APPROXIMATE LOCATION OF WHIPS WITH MILLWORKER IN FIELD. 14. INSTALL 48 "XG6" PLY PANEL PAINTED WHITE @48" AFF FOR ELEG, PANEL, FIRE ALARM AND TEL. EQUIP. MAINTAIN 56" CLEAR IN FRONT OF ALL ELECTRICAL EQUIPMENT. 15. TELEPHONE PANEL TO BE MOUNTED ON A 48 "XQ6" PTO. PLYWOOD SHEET MOUNTED AT 45" A.F.F. W/ AN OUTLET MOUNTED AT 52" A.F.F. I6. GENERAL CONTRACTOR TO COORDINATE MILLWORK WHIP LOCATION AND CONNECTION WITHIN THE MILLWORK CABINETS WITH MILLWORK CONTRACTOR. 48' AFF T V 7 V 8 G G 7' -0" GL OFGWTO GYP. 5 COORDINATE LOCATION OF ELECTRICAL FOR WRAP STATION WITH MWG (2)L6 (2)L6 (2)L6 (2)L6 ADJACENT (2)L6 (2)L6 ELEC. OUTLET: (2) DUPLEX OUT MOUNTED IN CABINET BASE. O l TO BE ON (I) I5A SG. L)OOR BELL CHIME: RUN WIRES THROUGH TELE. CONDUIT. CHIME TO BE BEHIND PRINTER CONDUIT STUB -INTO CABINET BASE. PROVIDE (I) CONDUIT FOR EACH. LOCATION TO BE COORDINATED WITH MWG LOCATION OF MECHANICAL SENSOR, SEE SHEET MIOO FOR MORE INFO. (2)L6 (2)L6 G.G. TO COORDINATE EXACT LOCATION OF POWER WHIPS IN FIELD WITH MWG. LETS JTLETS SEE SHEET E100 FOR SPEAKER LAYOUT AND WIRING --� (4)L1 (4)L1 (4)L1 (4)L1 (1)L15 (2)L6 (2)L6 (3)L13 (2)L6 (2)L e? 0 1: CL OF 0► TLET TO THE D E- RUNNER SYSTEM (SEE A102 FOR LOCATION) REQUIRES (I) DUPLEX RECEPTACLE 6 DATA LINE AT MANAGER'S DESK PROVIDE GAT 5 OR 6 CABLE FOR CONNECTION BETWEEN DEVICES MALL GORRI DOR POWER MILLWORK LIGHTING PLAN D ETAIL SCALE: N.T.S. DASHED LINE INDICATES PROFILE OF FIXTURE EMPLOYEE /REPA STATION MEN'S TOILET DOOR CHIME 2' 4 AT CEILING POWER MILLWORK LIGHTING PLAN NOTES Alk 101 STOCKROOM AFF 12' AFF WOMEN'S TOILE=T 71' AFF FAX LINE 4 " 48" AF AFF DASHED LINE INDICATES PROFILE OF FIXTURE 1' - 1" 1 11 311 Ck Ck Ck POWER/DATA /TELE./ AND CHIME FEEDS TO GASHWRAP TO RUN IN GONG. SLAB 6 PATCH GONG. SLAB TO MATCH EXIST. (USE GAT 5 DATA CABLES) (ATV GABLE TERM FOR "SHOPPER TRACK" CATV CABLE TERM FOR HAND HELD P.O.S. NOTE: G.G. TO PROVIDE CONDUIT, GAT 5 GABLE, AND COVER PLATE W/ GROMMETTED HOLE AT DATA GABLE TERMINATION POINTS. HOME RUN TO MANAGER'S DESK FROM EACH REGISTER OUTLET. TELEPHONE AT FLOOR, DOUBLE JACK DUPLEX OUTLET AT FLOOR, TYP 3 LOCATIONS CHIME IN GASHWRAP DUPLEX OUTLET AT FLOOR TELEPHONE AT FLOOR, DOUBLE JACK, TYP. 5 LOCATIONS DEDICATED OUTLET FOR COMPUTER AT FLOOR TO FALL UNDER GASHWRAP DUPLEX OUTLET AT COUNTER MGR'S DESK WIRE SUPPLIED AND INSTALLED BY OWNER, DATA GABLES CONDUIT PULL STRING BY G.G. DUPLEX OUTLET AT COUNTER DEDICATED OUTLET FOR COMPUTER AT FLOOR TO FALL UNDER GASHWRAP POWER AT GASHWRAF' I' -I I" POWER AT MANAGER'S DESK NOTES: I. TELE. /DATA OUTLETS: PROVIDE 3/4" DIA. CONDUIT STUB -UP INTO CABINET BASE. PROVIDE (I) CONDUIT FOR EACH. 2. ELEC. OUTLET: (2) DUPLEX OUTLETS MOUNTED IN CABINET BASE. 3. OUTLETS TO BE ON (I) IBA SG. POWER/DATA /TELE./ AND CHIM FEEDS TO GASHWRAP TO RUN I GONG. SLAB & PATCH GONG. SLAB TO MATCH EXIST. (USE GAT 5 DATA GABLES) DEDICATED OUTLET FOR COMPUTER AT FLOOR TO FALL UNDER GASHWRAP. 4. DOOR BELL CHIME: RUN WIRES THROUGH TELE. CONDUIT. CHIME TO BE BEHIND PRINTER. 5. PROVIDE GAT 5 DATA GABLES DEDICATED OUTLETS TO BE ORANGE GASH REGISTER AND COMPUTER. FLUORESCENT LIGHTS IN MILLWORK NOTE: GG AND MILLWORKER TO COORDINATE TIE -INS (WHIPS) FOR POWER TO MILLWORK SYMBOL 'I/ GROUNDED 20 AMP DUPLEX RECEPTACLE @ 15" A.F.F., U.N.O. GROUND FAULT INDICATOR 20A DUPLEX RECEPTACLE ISOLATED GROUND 20 AMP DUPLEX RECEPTACLE (ORANGE) - DEDICATED OUTLET GROUNDED 20 AMP DOUBLE DUPLEX RECEPTACLE GROUNDED 20 AMP FLUSH MOUNTED DUPLEX MOUNTED AT END OF STOREFRONT LIGHT TROUGH FLUSH FLOOR MOUNTED GROUNDED 20 AMP DUPLEX RECEPTACLE, ALUMINUM FINISH LIGHT SWITCH DOOR BUZZER DESCRIPTION JUNCTION BOX FOR SIGNAGE AT STOREFRONT DOOR CHIME AT CEILING STOCKROOM 6 GASHWRAP FIXTURE - EDWARDS #0212 -W ELECTRIC DOOR CHIME KIT - WHITE TRANSFORMER FOR DOOR BUZZER JUNCTION BOX FOR COMPUTER CABLE LEVITON OSSMT -MD OCCUPANCY SENSOR ELECTRICAL SYMBOL LEGEND REMARKS LUTRON, WHITE, VERTICAL IN SALES AREA TO BE USED IF LOCATED WITHIN 36" OF ANY WATER SOURCE LOCATED AT MGR. DESK 8 GASHWRAP SPECIFICATION: HUBBELL #13A252G (RECEPTACLE) & #SA3725 (COVER PLATE) ALUMNINUM FINISH SEE PLAN FOR MOUNTING HEIGHT TO BE MOUNTED NEXT TO STOREFRONT ACCESS PANEL SEE SHEET E100 FOR WIRING LOCATED ON EXTERIOR SIDE OF SECONDARY EXIT DOOR. SEE PLAN FOR MOUNTING HEIGHT SEE SHEET E100 FOR MORE INFORMATION SEE SHEET E100 FOR WIRING SEE SHEET E101 FOR LOCATION SYMBOL GATV GABLE FOR SHOPPER SEE SHEET E100 FOR WIRING TRACK P.O.S. MODEM LINE COACH SMART MODEM LINE DATA GABLES/FAX LINE RECEPTACLE DOUBLE JACK TELEPHONE SEE SHEET EIOO FOR WIRING RECEPTACLE SPEAKERWIRE TERMINATION BOX SEE SHEET EIOO FOR WIRING W/ COVERPLATE FIRE ALARM CONTROL PANEL SEE SHEET FAI00 FOR MORE INFORMATION .:: :::: <: <:: <: >::: >:::;•:; w? >:::: <:::: is s: >: >: >:::: > <; <: THERMOSTAT LANDLORD NOTE: • STOREFRONT SIGNAGE MUST BE ON SEPERATE GIRGUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. • TENANT'S CONTRACTOR TO VERIFY LOCATION AND GET APPROVAL AND REQUIRMENTS FOR ALL TRENCHING WITH WESTFIELD'S ON SITE TENANT COORDINATOR BEFORE PROCEEDING WITH WORK. DESCRIPTION SENSORMATIC FLOORMAX.3 2C," X 4C," PAD UNDER FINISH FLOORING 2" RECESS -ON ISOLATED CIRCUIT - COORDINATE W/ TENANT VENDOR JUNCTION BOX ABOVE CEILING FOR NEW LIT SIGNAGE AT STOREFRONT OUTLET ABOVE CEILING FOR SENSORMATIC MALL COMMON AREA SHOPPER TRACK LOCATION W/ GAT 5 GABLE 10' COILED @ EACH END TO MGR. DESK ABOVE CEILING IN CONDUIT PER LOCAL CODE, CENTERED AT DOOR FLOOR MOUNTED OUTLET FOR POWERED DISPLAY FIXTURE OUTLET ABOVE AT DISPLAY WINDOWS TO BE MOUNTED ON VERTICAL FACE OF LIGHT TROUGH, TYP. OF 2, SEE G /A201 FOR LOCATION BOSE MODEL 8 SPEAKER S.B.O. INSTALLED BY G.G. GG TO COORDINATE W/ MALL MANAGEMENT PRIOR TO ANY SAW GUTTING OF CONCRETE SLAB, GC TO PATCH SLAB AFTER COMPLETING ALL UNDERFLOOR WORK, TYP. REEI OM ® PLI IA ANCE CODE APPROVED APR 32 008 L____________ A _____________,_ City Of Tukwila BUILDING DIVISION SEE SHEET MIOO FOR MORE INFORMATION REMOTE MECHANICAL SENSOR SEE SHEET MI00 FOR MORE INFORMATION SHOPPER TRACK LOCATION W/ GAT 5 GABLE 10' -0" COILED EACH END TO MGR. DESK ABOVE CEILING IN CONDUIT PER LOCAL GODES REMARKS RUNNING THROUGH THE CEILING PLENUM TERMINATED BACK TO THE MANAGERS DESK MAR 212008 TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692-0222 F (973) 692 -0223 w Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 54th STREET NEW YORK, NY 10001 SEAL : I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHI / S TON WA AR AL REG. No:4506 RFD CHOL..fts ;. T!CAR/CO l.‘' ■TE OF WASHINGTON KEY PLAN SPACE #1540 LEVEL 1 OF 3 COACH PROJECT LOCATION: Y 1ESTF I EL.D SOUTH CENTER 601 SOUTHGENTES MALL SUITE #1540 SEATTLE, WA cla1SS SPACE NO. 1540 AREA: 2,5G0 SF SHEET TITLE: FOY' ER 4 M I LL.1 4ORK L. I O H T I N O FLAN PROJECT NO. 70445 SCALE: AS NOTED DATE: 01- 25 --0,5 DRAWN BY: PN REVIEWED BY: BH SHEET NO. X103 IO- 26 -O REVIEW AND ESTIMATE I 1 -01 -07 PRELIM. LANDLORD REVIEW 12 -II -07 PERMIT 4 LANDLORD REVIEW 12-21-01 LANDLORD COMMENTS A 01 -23-0£3 TENANT COMMENTS I 12 VESTI5ULE OCCUPANCY SENSOR AND RECEPTACLE OUTLET TO BE MOUNTED BELOW ® "J" TRIM AT 4' -O "AFF TO TOP TYP., COORDINATE W/ ELEVATIONS ON SHEET A202. LOCATION OF NEW ELECTRICAL EQUIPMENT, SEE 'E' SHEETS FOR MORE INFORMATION, MAINTAIN 36" CLEAR IN FRONT OF ALL ELECTRICAL EQUIPMENT. PLYWOOD PANEL TO BE PAINTED WHITE. ELECTRICAL CONTRACTOR TO VERIFY IF SERVICE PROVIDED IS ADEQUATE. IF NOT, G.G. TO NOTIFY ARCHITECT IMMEDIATELY. 2. ALL OUTLETS SHALL BE INSTALLED AS DIMENSIONED ON THIS FLAN. ANY DISCREPANCIES AS TO LOCATION BETWEEN PLAN AND EXISTING FIELD CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT BEFORE COMMENCEMENT OF WORK. 3. ALL ELECTRICAL AND TELEPHONE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE ELECTRICAL CODE, NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC, UTILITIES COMPANY, TELEPHONE COMPANY, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 4. ALL COVERPLATES AND DEVICES (TELEPHONE, DATA, ELECTRIC, SWITCH) SHALL BE COLOR TO MATCH ADJACENT WALL FINISH. PROVIDE LUTRON RECEPTACLES AT SALES AREA. ALL TELEPHONE OUTLETS SHALL BE PROVIDED WITH (2) TWO PULL STRINGS BACK TO THE TELEPHONE EQUIPMENT. 6. THE GENERAL CONTRACTOR SHALL PROVIDE ALL GUTTING AND PATCHING OF ALL CHASES IN FLOOR, WALLS, AND CEILING AS REQUIRED. ALL SURFACES WITH EXISTING OUTLETS TO BE REMOVED SHALL BE PATCHED FLUSH WITH ADJACENT WALL SURFACES EXCEPT WHERE NOTED. 8. ALL ELECTRICAL, TELEPHONE, AND DATA OUTLETS ARE TO BE MOUNTED 15" A.F.F. CENTERLINE TO CENTERLINE DIMENSIONS OF ANY OUTLET PAIR OR GROUP SHALL NOT EXCEED 6 ", U.N.O. ALL EXISTING OUTLETS NOTED AS TO REMAIN" SHALL BE REPLACED WITH WHITE COVERPLATE AND DEVICE, IF REQUIRED. SPARE CIRCUITS IN EXISTING ELECTRICAL PANEL. 10. PROVIDE BREAKER MINIMUM 10 LOCKOUTS FOR A.C. UNITS AND SEPARATE CIRCUIT OUTLETS AT TELEPHONE EQUIPMENT. 11. ALL WHIPS AS INDICATED FOR DISPLAY FIXTURE LIGHTS SHALL NOT BE VISIBLE FROM THE STORE. 12. ALL BOXES, CONDUITS, AND WIRING MUST BE COMPLETELY HIDDEN. 13. COORDINATE APPROXIMATE LOCATION OF WHIPS WITH MILLWORKER IN FIELD. 14. INSTALL 48 "XG6" PLY PANEL PAINTED WHITE @48" AFF FOR ELEG, PANEL, FIRE ALARM AND TEL. EQUIP. MAINTAIN 56" CLEAR IN FRONT OF ALL ELECTRICAL EQUIPMENT. 15. TELEPHONE PANEL TO BE MOUNTED ON A 48 "XQ6" PTO. PLYWOOD SHEET MOUNTED AT 45" A.F.F. W/ AN OUTLET MOUNTED AT 52" A.F.F. I6. GENERAL CONTRACTOR TO COORDINATE MILLWORK WHIP LOCATION AND CONNECTION WITHIN THE MILLWORK CABINETS WITH MILLWORK CONTRACTOR. 48' AFF T V 7 V 8 G G 7' -0" GL OFGWTO GYP. 5 COORDINATE LOCATION OF ELECTRICAL FOR WRAP STATION WITH MWG (2)L6 (2)L6 (2)L6 (2)L6 ADJACENT (2)L6 (2)L6 ELEC. OUTLET: (2) DUPLEX OUT MOUNTED IN CABINET BASE. O l TO BE ON (I) I5A SG. L)OOR BELL CHIME: RUN WIRES THROUGH TELE. CONDUIT. CHIME TO BE BEHIND PRINTER CONDUIT STUB -INTO CABINET BASE. PROVIDE (I) CONDUIT FOR EACH. LOCATION TO BE COORDINATED WITH MWG LOCATION OF MECHANICAL SENSOR, SEE SHEET MIOO FOR MORE INFO. (2)L6 (2)L6 G.G. TO COORDINATE EXACT LOCATION OF POWER WHIPS IN FIELD WITH MWG. LETS JTLETS SEE SHEET E100 FOR SPEAKER LAYOUT AND WIRING --� (4)L1 (4)L1 (4)L1 (4)L1 (1)L15 (2)L6 (2)L6 (3)L13 (2)L6 (2)L e? 0 1: CL OF 0► TLET TO THE D E- RUNNER SYSTEM (SEE A102 FOR LOCATION) REQUIRES (I) DUPLEX RECEPTACLE 6 DATA LINE AT MANAGER'S DESK PROVIDE GAT 5 OR 6 CABLE FOR CONNECTION BETWEEN DEVICES MALL GORRI DOR POWER MILLWORK LIGHTING PLAN D ETAIL SCALE: N.T.S. DASHED LINE INDICATES PROFILE OF FIXTURE EMPLOYEE /REPA STATION MEN'S TOILET DOOR CHIME 2' 4 AT CEILING POWER MILLWORK LIGHTING PLAN NOTES Alk 101 STOCKROOM AFF 12' AFF WOMEN'S TOILE=T 71' AFF FAX LINE 4 " 48" AF AFF DASHED LINE INDICATES PROFILE OF FIXTURE 1' - 1" 1 11 311 Ck Ck Ck POWER/DATA /TELE./ AND CHIME FEEDS TO GASHWRAP TO RUN IN GONG. SLAB 6 PATCH GONG. SLAB TO MATCH EXIST. (USE GAT 5 DATA CABLES) (ATV GABLE TERM FOR "SHOPPER TRACK" CATV CABLE TERM FOR HAND HELD P.O.S. NOTE: G.G. TO PROVIDE CONDUIT, GAT 5 GABLE, AND COVER PLATE W/ GROMMETTED HOLE AT DATA GABLE TERMINATION POINTS. HOME RUN TO MANAGER'S DESK FROM EACH REGISTER OUTLET. TELEPHONE AT FLOOR, DOUBLE JACK DUPLEX OUTLET AT FLOOR, TYP 3 LOCATIONS CHIME IN GASHWRAP DUPLEX OUTLET AT FLOOR TELEPHONE AT FLOOR, DOUBLE JACK, TYP. 5 LOCATIONS DEDICATED OUTLET FOR COMPUTER AT FLOOR TO FALL UNDER GASHWRAP DUPLEX OUTLET AT COUNTER MGR'S DESK WIRE SUPPLIED AND INSTALLED BY OWNER, DATA GABLES CONDUIT PULL STRING BY G.G. DUPLEX OUTLET AT COUNTER DEDICATED OUTLET FOR COMPUTER AT FLOOR TO FALL UNDER GASHWRAP POWER AT GASHWRAF' I' -I I" POWER AT MANAGER'S DESK NOTES: I. TELE. /DATA OUTLETS: PROVIDE 3/4" DIA. CONDUIT STUB -UP INTO CABINET BASE. PROVIDE (I) CONDUIT FOR EACH. 2. ELEC. OUTLET: (2) DUPLEX OUTLETS MOUNTED IN CABINET BASE. 3. OUTLETS TO BE ON (I) IBA SG. POWER/DATA /TELE./ AND CHIM FEEDS TO GASHWRAP TO RUN I GONG. SLAB & PATCH GONG. SLAB TO MATCH EXIST. (USE GAT 5 DATA GABLES) DEDICATED OUTLET FOR COMPUTER AT FLOOR TO FALL UNDER GASHWRAP. 4. DOOR BELL CHIME: RUN WIRES THROUGH TELE. CONDUIT. CHIME TO BE BEHIND PRINTER. 5. PROVIDE GAT 5 DATA GABLES DEDICATED OUTLETS TO BE ORANGE GASH REGISTER AND COMPUTER. FLUORESCENT LIGHTS IN MILLWORK NOTE: GG AND MILLWORKER TO COORDINATE TIE -INS (WHIPS) FOR POWER TO MILLWORK SYMBOL 'I/ GROUNDED 20 AMP DUPLEX RECEPTACLE @ 15" A.F.F., U.N.O. GROUND FAULT INDICATOR 20A DUPLEX RECEPTACLE ISOLATED GROUND 20 AMP DUPLEX RECEPTACLE (ORANGE) - DEDICATED OUTLET GROUNDED 20 AMP DOUBLE DUPLEX RECEPTACLE GROUNDED 20 AMP FLUSH MOUNTED DUPLEX MOUNTED AT END OF STOREFRONT LIGHT TROUGH FLUSH FLOOR MOUNTED GROUNDED 20 AMP DUPLEX RECEPTACLE, ALUMINUM FINISH LIGHT SWITCH DOOR BUZZER DESCRIPTION JUNCTION BOX FOR SIGNAGE AT STOREFRONT DOOR CHIME AT CEILING STOCKROOM 6 GASHWRAP FIXTURE - EDWARDS #0212 -W ELECTRIC DOOR CHIME KIT - WHITE TRANSFORMER FOR DOOR BUZZER JUNCTION BOX FOR COMPUTER CABLE LEVITON OSSMT -MD OCCUPANCY SENSOR ELECTRICAL SYMBOL LEGEND REMARKS LUTRON, WHITE, VERTICAL IN SALES AREA TO BE USED IF LOCATED WITHIN 36" OF ANY WATER SOURCE LOCATED AT MGR. DESK 8 GASHWRAP SPECIFICATION: HUBBELL #13A252G (RECEPTACLE) & #SA3725 (COVER PLATE) ALUMNINUM FINISH SEE PLAN FOR MOUNTING HEIGHT TO BE MOUNTED NEXT TO STOREFRONT ACCESS PANEL SEE SHEET E100 FOR WIRING LOCATED ON EXTERIOR SIDE OF SECONDARY EXIT DOOR. SEE PLAN FOR MOUNTING HEIGHT SEE SHEET E100 FOR MORE INFORMATION SEE SHEET E100 FOR WIRING SEE SHEET E101 FOR LOCATION SYMBOL GATV GABLE FOR SHOPPER SEE SHEET E100 FOR WIRING TRACK P.O.S. MODEM LINE COACH SMART MODEM LINE DATA GABLES/FAX LINE RECEPTACLE DOUBLE JACK TELEPHONE SEE SHEET EIOO FOR WIRING RECEPTACLE SPEAKERWIRE TERMINATION BOX SEE SHEET EIOO FOR WIRING W/ COVERPLATE FIRE ALARM CONTROL PANEL SEE SHEET FAI00 FOR MORE INFORMATION .:: :::: <: <:: <: >::: >:::;•:; w? >:::: <:::: is s: >: >: >:::: > <; <: THERMOSTAT LANDLORD NOTE: • STOREFRONT SIGNAGE MUST BE ON SEPERATE GIRGUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. • TENANT'S CONTRACTOR TO VERIFY LOCATION AND GET APPROVAL AND REQUIRMENTS FOR ALL TRENCHING WITH WESTFIELD'S ON SITE TENANT COORDINATOR BEFORE PROCEEDING WITH WORK. DESCRIPTION SENSORMATIC FLOORMAX.3 2C," X 4C," PAD UNDER FINISH FLOORING 2" RECESS -ON ISOLATED CIRCUIT - COORDINATE W/ TENANT VENDOR JUNCTION BOX ABOVE CEILING FOR NEW LIT SIGNAGE AT STOREFRONT OUTLET ABOVE CEILING FOR SENSORMATIC MALL COMMON AREA SHOPPER TRACK LOCATION W/ GAT 5 GABLE 10' COILED @ EACH END TO MGR. DESK ABOVE CEILING IN CONDUIT PER LOCAL CODE, CENTERED AT DOOR FLOOR MOUNTED OUTLET FOR POWERED DISPLAY FIXTURE OUTLET ABOVE AT DISPLAY WINDOWS TO BE MOUNTED ON VERTICAL FACE OF LIGHT TROUGH, TYP. OF 2, SEE G /A201 FOR LOCATION BOSE MODEL 8 SPEAKER S.B.O. INSTALLED BY G.G. GG TO COORDINATE W/ MALL MANAGEMENT PRIOR TO ANY SAW GUTTING OF CONCRETE SLAB, GC TO PATCH SLAB AFTER COMPLETING ALL UNDERFLOOR WORK, TYP. REEI OM ® PLI IA ANCE CODE APPROVED APR 32 008 L____________ A _____________,_ City Of Tukwila BUILDING DIVISION SEE SHEET MIOO FOR MORE INFORMATION REMOTE MECHANICAL SENSOR SEE SHEET MI00 FOR MORE INFORMATION SHOPPER TRACK LOCATION W/ GAT 5 GABLE 10' -0" COILED EACH END TO MGR. DESK ABOVE CEILING IN CONDUIT PER LOCAL GODES REMARKS RUNNING THROUGH THE CEILING PLENUM TERMINATED BACK TO THE MANAGERS DESK MAR 212008 TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692-0222 F (973) 692 -0223 w Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 54th STREET NEW YORK, NY 10001 SEAL : I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHI / S TON WA AR AL REG. No:4506 RFD CHOL..fts ;. T!CAR/CO l.‘' ■TE OF WASHINGTON KEY PLAN SPACE #1540 LEVEL 1 OF 3 COACH PROJECT LOCATION: Y 1ESTF I EL.D SOUTH CENTER 601 SOUTHGENTES MALL SUITE #1540 SEATTLE, WA cla1SS SPACE NO. 1540 AREA: 2,5G0 SF SHEET TITLE: FOY' ER 4 M I LL.1 4ORK L. I O H T I N O FLAN PROJECT NO. 70445 SCALE: AS NOTED DATE: 01- 25 --0,5 DRAWN BY: PN REVIEWED BY: BH SHEET NO. X103 J 5 . ADJACENT EXISTING STRUCTURAL 0 0 . 10 -26 -0 REVIEW AND ESTIMATE 104 MEN'S TOILET PRELIM. LANDLORD REVIEW 103 12 -11 -07 PERMIT i LANDLORD REVIEW A 12 102 HALLWAY TENANT GROSS BRACING TO -08 100 SALES AREA WOMEN'S TOILET _�_ REMAIN, TYP. Hurl L��l I °WM r a 1 NEE, Tr - -- If ..:. I - • � - �/ DOTTED INDICATES OF WOOD D E T AIL � - - s 5/A20 F -201.2 �� LINE � LOCATION O BASE, SEE m � v F -201.2 F -201.2 � i [ 105 VESTIBULE I F 3 �'•!A• w > <:<::::::: <<_::= ::;«<: > = > >:ei ■ MALL i ; FX 634 � o Is , \ 11 1 T 1 FX r -734.1 1 FX 144.1 FX 240.1 FX -661.1 LL LINE OF INSET CARPET, SEE SHEET AIDS FOR MORE INFO. � FX -800.1 - GORR' DOR ® �'. 3 M X , EXISTING GROSS BRACING TO REMAIN, TYP. NI © - : : - , • ., 1 � NEW 10 -O " • BILE COMMON � AREA ,..' f ` w -1 1•I,.'.I F- • - I ..I � FX - 6401.1 4 - A200 STOCK ROOM Cca SHELVING, REFER TO m SHELVING DRAWING ° A400 FX 643.1 A200 CLEAR m I • - i - 1 _ ' • 1 1 • FX 643.1 -' FOR LAYOUT - P 2r�0 y I I iri I I I I I,�- 11 FX 661.1 .w. .:.ii FX 800.1 I ,L. (f, (1, 111 ft, 1Ji r, rl, 1 n, lf, ru 1 111 n LI. ' 7 7 I 1 � .•> � rr, L(1 n i 111 n, U , n ■ LI 1 n, Li) n L(1 rr . 1 L(1 ni LC 1 rr, L(1 ft , L(, 3'-II I/2" / ' �.> FX -f14.2 ` I /11 HOLD F - 201 . 2 FX 634.1 FX -150.1 F - 21 , 2 FOR EMPLOYEE LOCKERS PROVIDED BY SHELVING VENDOR ; 1 � 11, j , u, u, r u, , a u, 1- u V ` ,, , ill - s�€r REVIEWED BODE MLANCE F -3 01 ,1 1" .. - AVD � r�l V7 r ��� �`� I'll x APR - �3 2008 ......::::::::::: :::: :: :: :::: :: : : :::.:.:.:...... - - -- -- -- - LANDLORD NOTE: STORAGE RACKS PLAN IS ALLOWED MARSHALL WHETHER WILL BE ALLOWED SPRINKLER SYSTEM HAZARD GROUP 2. � �, City ® Ti i c fly 2 101 STOCKROOM PERMIT IS REQUIRED THAN 5' -1 IN HEIGH FOR ALL SEE SOUTHGENTER MORE SUBMITTAL SEE 1/5400 FOR TENANT BUILDIN • DIVISION -► . CHECKLIST. NO RACK STORAGE HIGHER. VERIFY WITH FIRE SLIDINS STOCKROOM SHELVING FIRE PROTECTION LANDLORD'S DESIGNED FOR ORDINARY 12' -0" OR SIDE SINGE SI PERIMETER MILLWORK ANCHOR DETAIL . A 4 A FLOOR FIXTURE FLAN IF . r I SCALE: 1/4" = I' -O" FIXTURE NOTES FIXTURE SCHEDULE I. MILLWORK CONTRACTOR IS TO REVIEW ARCHITECTURAL DRAWINGS FOR ALL MILLWORK ITEMS. PLEASE REVIEW DRAWINSS THOROUGHLY AND CONTACT ARCHITECT WITH ANY QUESTIONS. 2. ALL WOODWORK ATTACHED TO THE PREMISES, BLOCKINS, GROUNDS ETC., SHALL BE FIRE RETARDANT AND COMPLY WITH THE GOVERNING BUILDINS CODE REQUIREMENTS. . THE MILLWORKER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT AS TO ANY DISCREPANCIES IMMEDIATELY. 4. MILLWORK CONTRACTOR IS TO FURNISH SHOP DRAWINGS TO THE OWNER FOR APPROVAL PRIOR TO FABRICATION WHEN REQUIRED. SEE GENERAL NOTES ON COVER SHEET. 5 . ALL CABINET AND DRAWER INTERIORS TO BE COORDINATED WITH MILLWORK FIXTURE DRAWINGS. 6. MILLWORK CONTRACTOR TO COORDINATE WITH OTHER TRADES AND PROVIDE CONGEALED GROUNDS AS REQUIRED. PROVIDE CUTOUTS IN FIELD FOR OUTLETS AND EQUIPMENT AS REQUIRED. VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. 7 . ALL MILLWORK HARDWARE TO BE FURNISHED a INSTALLED BY MILLWORK CONTRAGTOR. 8. ALL MILLWORK IS TO CONFORM TO A.W.I. PREMIUM STANDARDS. 1 . MILLWORK CONTRACTOR TO FURNISH 4 INSTALL RUBBER BUMPERS ON ALL DOORS AND DRAWERS- 10. NO FIELD FINISHING OTHER THAN MINOR TOUGH -UPS OF MILLWORK WILL BE PERMITTED. PROVIDE 2 -1/2" WHITE PLASTIC GROMMETS IN COUNTERTOP AT MANAGER'S DESK. II. ALL FINISHED VENEERED WOOD SHALL BE FREE FROM KNOTS, SHAKES AND OTHER DEFECTS AFFECTINS EITHER DURABILITY OR APPEARANCE, a SHALL BE CAREFULLY SELECTED FOR GRAIN ff COLOR FOR MARKED VARIATIONS AT JOINTS BETWEEN VENEERS. 12. MILLWORK IS TO BE HANDLED UNDER SEPARATE CONTRACT SY TENANT. GENERAL CONTRACTOR IS TO COORDINATE SCHEDULING WITH MILLWORKER AND PROVIDE GENERAL CONDITIONS REQUIRED FOR INSTALLATION AND GLEAN UP. 13. OWNER SUPPLIED FIXTURES TO BE UNLOADED AND INSTALLED BY G.C. 14. MILLWORKER TO REVIEW CONSTRUCTION DRAWINSS THOROUGHLY FOR COORDINATION PURPOSES. 15. REFER TO SHEET A106 FOR ENLARGED MILLWORK ALIGNMENT PLAN 16- ALL PERIMETER FIXTURES NEED TO BE ANCHORED TO WALLS. DESCRIPTION D. REF. # PROVIDED BY DESCRIPTION DWG. REF. PROVIDED BY DESCRIPTION DWC7. REF. # PROVIDED BY SALES FLOOR - PERIMETER SALES FLOOR - FREESTANDING SALES FLOOR - FREESTANDING (2) BAY WALL UNIT W/ FLEX BAY modified F -I.1 MILLWORKER WATCH VITRINE FX -113 -I MILLWORKER GLASS SHELVES - SINGLE BAY FX -755.I MILLWORKER (2) BAY WALL UNIT modified F -I.IA MILLWORKER BAG VITRINE FX -131.1 MILLWORKER SLASS SHELVES - DOUBLE BAY FX -755.2 MILLWORKER (5) BAY WALL UNIT W/ FLEX BAY F -1.2 MILLWORKER. PILL VITRINE FX 131.1 MILLWORKER GLASS SHELVES - TRIPLE BAY EX-1553 MILLWORKER (4) BAY WALL UNIT W/ FLEX BAY F -13 MILLWORKER PILL VITRINE W/ TWO TIERS EX-158.1 MILLWORKER ARMCHAIR FX -800.1 OWNER (4) BAY WALL UNIT W/ DOUBLE BAY F -2.I MILLWORKER CJI SLG VITRINE FX -144.I MILLWORKER FLAGSHIP SOFA FX -801.1 OWNER (3) BAY WALL UNIT W/ DOUBLE BAY F -2.2 MILLWORKER "C" VITRINE OPEN FX -150.1 MILLWORKER RISER BLOCKS FX -GO1.1 MILLWORKER (2) BAY WALL UNIT W/ DOUBLE BAY F -2.5 MILLWORKER ACCESSORIES TABLE FX -113.1 MILLWORKER COLUMN ENCLOSURE - -- MILLWORKER STORAGE CLOSET F -3.I MILLWORKER JEWELRY FIXTURE - SMALL (STERLING) FX -114.1 MILLWORKER WINDOW DISPLAY PEDESTAL RISERS SBVM -I OWNER ENSAGED STORAGE CLOSET F -3.2 MILLWORKER JEWELRY FIXTURE - LARGE FX 1014.2 MILLWORKER AREA RUGS SBVM -2 OWNER (4) BAY WALL UNIT W/ LONG BAY F -5.1 MILLWORKER - APPAREL HANSBAR FX -22(1.1 MILLWORKER - r ' ► - -'. ►^ _ ^!�. • 2 CROSS BODY RACK FX -240.1 MILLWORKER PANEL W/ LIT SHELVES F -201.2 MILLWORKER GROSS BODY STAND FX -241.1 MILLWORKER :A G «- r' 1 13 C. m.di e. - . A 1 - F CROSS BODY RACK - SINGLE ARM FX -243.I MILLWORKER (5) BAY SLG WALL UNIT F -55.2 MILLWORKER MANNEQUIN PLATFORM FX -421.1 MILLWORKER (4) BAY SLS WALL UNIT modified F -56 .IA MILLWORKER STOREFRONT MANNEQUIN PLATFORM FX- -423.1 MILLWORKER (4) BAY SLG WALL UNIT W/ LIT BACK F -56.2 MILLWORKER LIT PLATFORM FX -4273 MILLWORKER WINDOW DISPLAY UNIT F -42.1 MILLWORKER SQUARE LIT CLUSTER TABLE EX -442.1 MILLWORKER (3) BAY SL6 WINDOW DISPLAY F -43.1 MILLWORKER (2) FOS STANDARD GASHWRAP EX -501.1 MILLWORKER SECONDARY WINDOW WALL -2 SHELVES LIT PANEL E -41.I MILLWORKER (2) POS ACCESSIBLE GASHWRAP EX -502.1 MILLWORKER SECONDARY WINDOW 1NALL -3 SHELVES F -41.2 MILLWORKER (5) FOS STANDARD GASHWRAP FX -508.1 MILLWORKER SECONDARY WINDOW WALL -3 SHELVES LIT PANEL F -4 MILLWORKER (5) PCS ACCESSIBLE GASHWRAP FX -5OG.1 MILLWORKER BACKWRAP F -50.I MILLWORKER (2) FOS ACCESSIBLE GIN W/ (3) FOS OPTION FX -511.1 MILLWORKER STOCK ROOM BACKWRAP W/ TISSUE DRAWER F -51.I MILLWORKER (4) POS ACCESSIBLE GASHWRAP FX -515.1 MILLWORKER MANAGER'S DESK F -84.1 MILLWORKER BACKWRAP W/ FLOATING SHELVES F -52.I MILLWORKER LARSE CLUSTER TABLE EX -634.1 MILLWORKER EMPLOYEE STATION F -85.1 MILLWORKER BACKWRAP W/ F=LOATING SHELVES N/ LARGE TISSUE DRAWER F -53.1 MILLWORKER MEDIUM CLUSTER TABLE EX-634.2 MILLWORKER EMPLOYEE /REPAIR STATION F -85.2 MILLWORKER WALL M RROR ON POP -OUT F -60.1 MILLWORKER SQUARE CLUSTER TABLE FX -645-1 MILLWORKER REPAIR STATION F -88.I MILLWORKER SURFACE MOUNTED MIRROR F -63.1 MILLWORKER SEATING TABLE LARGE FX -648.1 MILLWORKER SIFT WRAP STATION - PLASTIC LAMINATE F -801.1 MILLWORKER STOREFRONT SLOT VITRINE F -66.1 MILLWORKER SEATING TABLE SMALL FX -6401.1 MILLWORKER GIFT WRAP STATION - PLASTIC LAMINATE - 4' -0" F -81.2 MILLWORKER SLOT VITRINE - FRONT ACCESS F -66.2 MILLWORKER SLIDING TABLE EX -650.3 MILLWORKER GIFT WRAP STATION - PLASTIC LAMINATE - 6' -O" F -8 MILLWORKER NOTES SHELVING EYEWEAR PANEL F -70.1 MILLWORKER DISPLAY PLATFORM FX -661.1 MILLWORKER PEG /BELT STORAGE FX -0142.1 MILLWORKER EYEWEAR PANEL RECESSED W/ OUT BASE F -71.1 MILLWORKER ROUND TABLE FX -681.1 MILLWORKER GOAT STORAGE FX -143.I MILLWORKER I. ALL FIXED SHELVING TO BE MOUNTED TO THE PARTITION W/ ANCHOR BOLTS. 2. SHELVING VENDOR 15 TO FURNISH SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION AND INSTALLATION. . ALL MOVEABLE SHELVINS TRACK IS TO BE PROPERLY SECURED TO FLOORING TO ALLOW FOR SMOOTH AND STABLE MOVEMENT. 4. TRACK FOR MOVING SHELVING TO CONFORM TO LOCAL HANDICAP ACCESSIBILITY GODES. 5 . "F" SYMBOL NEXT TO STOCK SHELF SIZE DESIGNATES A FIXED UNIT. FULL HEIGHT ADJUSTABLE SHELVING F -81.2 MILLWORKER NESTING TABLE WINDOW DISPLAY - SMALL FX -6(12.1 MILLWORKER WATER COOLER - -- OWNER GIFT WRAP STATION - WALNUT F -B1.1 MILLWORKER NESTING TABLE WINDOW DISPLAY - LARGE FX -6(12.2 MILLWORKER 12 "X12 11 X60 "H EMPLOYEE LOCKERS - -- OWNER ; H ■ - .. x MILLWORK PASS THRU F -81.1 MILLWORKER MENS TOWER FX -734.1 MILLWORKER _ STORAGE SHELVING - -- OWNER GAMY es A rent. STAINLESS STEEL ( WOMENS) TOWER FX -735.1 MILLWORKER TOILET ROOM MA C. r C'UL 'L' FEATURE DISPLAY W/ EYEWEAR OPTION FX -751.1 MILLWORKER BATHROOM CABINET F -80.I MILLWORKER PEA 'ti-. ` . FULL HEIGHT STORAGE CABINET F -80.2 MILLWORKER BATHROOM SHELVING F -81.1 MILLWORKER WA AR SHEET TITLE: SHEET NO. TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 34th STREET NEW YORK, NY 10001 SEA L : I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAWS 0 THE STATE OF !! ASH I TON 1._. REG. No: 4506 1 iTt C RICO COACH PROJECT LOCATION: IAIESTFIELP SOUTHGENTER so SOUTHGENTER MALL SUITE #1540 SEATTLE, Y'JA gS188 SPACE NO. 1540 SPACE #1540 LEVEL I OF 3 AREA: 2,3(10 SE FLOOR FIXTURE PLAN PROJECT NO. - 10445 SCALE: AS NOTED DATE: 01 -23 -05 DRAWN BY: FN REVIEWED BY: EH X104 10 -26 -0 REVIEW AND ESTIMATE II -OI -07 PRELIM. LANDLORD REVIEW 12 -11 -07 PERMIT i LANDLORD REVIEW A 12 -21 -01 LANDLORD COMMENTS A OI.23 -08 TENANT COMMENTS WA AR SHEET TITLE: SHEET NO. TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 34th STREET NEW YORK, NY 10001 SEA L : I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAWS 0 THE STATE OF !! ASH I TON 1._. REG. No: 4506 1 iTt C RICO COACH PROJECT LOCATION: IAIESTFIELP SOUTHGENTER so SOUTHGENTER MALL SUITE #1540 SEATTLE, Y'JA gS188 SPACE NO. 1540 SPACE #1540 LEVEL I OF 3 AREA: 2,3(10 SE FLOOR FIXTURE PLAN PROJECT NO. - 10445 SCALE: AS NOTED DATE: 01 -23 -05 DRAWN BY: FN REVIEWED BY: EH X104 10 12 NOT USED SCALE: N.T.S. SCALE: N.T.S. 1/4" X 1/4" STAINLESS STEEL TRANSITION STRIP SECURED TO FLOOR SLAB BY G.G. X <F —I> 1 EXISTING CONCRETE SLAB LANDLORD NOTE: • WTERPROOEI MEMBRANE. • AT RESTROOMS: INSTALL CERAMIC TILE FLOORING OVER WATERPROOFING MEMBRANE WHICH IS TO RUN UP WALLS A MINIMUM OF 4". TENANTS ARE TO INSTALL A LANDLORD'S APPROVED LATEX RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. 1 HE MEMBRANE SHALL BE MANUFACTUR 2 PART FORMULA CONSISTING OF LIQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION WITH GLASS FIBER FABRIC REINFORCEMENT ( LATICRETE 1235 OR SUMMITVILLE S -8000) INSTALL A WATER TIGHT DOOR THRESHOLD. • EXTEND EXISTING MALL TILE INTO VESTIBULE TO UNDERSIDE OF DOOR. EXTEND TILE FROM EXISTING MALL TILE AT LEASE LINE TO TENANT'S STOREFRONT BASE. TIE TO MATCH EXISTING MALL TILE IN TYPE, COLOR, SIZE, THICKNESS, GROUT COLOR AND INSTALLATION DIRECTION. NO THRESHOLD, REDUCER STRIP OR OTHER WIDE TRANSITION DEVICES WILL DE PERMITTED AT INTERSECTION TO TENANT'S FLOORING AND MALL TILE. • NOTE: WHEN EXTENDING MALL TILE TO TENANT'S STOREFRONT BASE OR VESTIBULE TILES MUST BE FULL TILE. IF TILE IS GUT IT MUST BE REMOVED AND REPLACES WITH FULL TILE. FLOOR FINISH FLAN SCALE: 74" = I' -0" T.G.G TO MATCH EXISTING ADJACENT MALL CORRIDOR FLOOR / WALL FINISH IN SERVICE DOOR VESTIBULE. 105 28' - 6" 104 MEN'S TOILET �F -q> 101 STOCKROOM WOMEN'S TOILET 102 HALLWAY VESTIBULE T.G.0 TO PROVIDE FLOOR THAT SLOPES TO DRAIN AND INSTALL WATERPROOF MEMBRANE BELOW VGT FLOORING PER LL SPECIFICATIONS MALL GORRIDOR ADJACENT TENANT G.G. TO APPLY LATIGRETE BLUE # UNDER SALES AREA MARBLE FLOOR FINISH ONLY. 35' 1" G.G. TO PROVIDE SMOOTH, LEVEL FINISH ON CONCRETE SLAB TO ACCEPT NEW TENANT FINISH FLOOR 100 SALES AREA P 00 ,, A0 FULL TILE START POINT FOR. LANDLORD FLOORING TO CLOSURE LINE <F -4> MALL COMMON AREA TENANT LEASEL I NE MARBLE TILE FLOORING REVIEWED FOR CODE COMPLIANCE APPROVED APR - 3 2008 City Of Tukwila BUILDIN G DIVISION SALES AREA FLOOR NOTES I. USE THE FOLLOWING PRODUCT UNDER MARBLE FLOOR: LATICRETE BLUE q2 ANTI FRACTURE MEMBRANE. 2. GROUT JOINTS TO BE I/5' MAX THICK, REFER TO FINISH SCHEDULE FOR GROUT TYPE AND COLOR, 'F -6' 3. SEAL GROUT JOINTS WITH TILELAB SURFAGEGARD PENETRATING SEALER AFTER GROUT HAS GURED FOR 45 72 HOURS. FOR ROUTINE GLEANING USE TILELAB ONE STEP GLEANERS RESEALER. ADD ALTERNATE 4. GG TO PROVIDE ADD ALTERNATE IN DID FOR APPLICATION OF A SELF - LEVELING MORTAR MIX (LATIGRETE LATILEVEL #SS OR EQUAL) ON ENTIRE CONCRETE SLAB. PREPARE CONCRETE SLAB PER MANUFACTURER'S SPECIFICATION PRIOR TO APPLICATION OF MORTAR. GC SHALL INCLUDE PATCHING AND REPAIRING OF EXISTING GONGRETE SLAB IN ADD ALTERNATE. MAR 21 ZOUd PFi OWNER COACH 516 WEST 54th STREET NEW YOR(, NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAW I NCB WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED /LIG NSED ARCHITECT UNDER THE LAWS O THE STATE OF HAS I N TON WA ARCH I TECTU ' A REG. o : 4306 COACH PROJECT LOCATION: INESTFIELI) SOU 607 SOUTHGENTER MALL SUITE 44 1540 SEATTLE, IAA qS1 SS SPACE NO. 1540 AREA: 2,5G10 SE SHEET TITLE TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect G ` NI r. t �,n: 5 J. 7RiCARiCo Vd,ASHI N . SPACE #1540 LEVEL I OF 3 KEY PLAN FLOOR FINISH FLAN PROJECT NO. - 70445 SCALE: AS NOTED DATE: 0 -25 -08 DRAWN BY: PN REVIEWED BY: BH SHEET NO. A105 10- 26 -01 REVIEW AND ESTIMATE H -OI -07 PRELIM. LANDLORD REVIEW 12- II -0 PERMITS LANDLORD REVIEW 12- 21 -0 LANDLORD COMMENTS A 01 -23 -OS TENANT COMMENTS 10 12 NOT USED SCALE: N.T.S. SCALE: N.T.S. 1/4" X 1/4" STAINLESS STEEL TRANSITION STRIP SECURED TO FLOOR SLAB BY G.G. X <F —I> 1 EXISTING CONCRETE SLAB LANDLORD NOTE: • WTERPROOEI MEMBRANE. • AT RESTROOMS: INSTALL CERAMIC TILE FLOORING OVER WATERPROOFING MEMBRANE WHICH IS TO RUN UP WALLS A MINIMUM OF 4". TENANTS ARE TO INSTALL A LANDLORD'S APPROVED LATEX RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. 1 HE MEMBRANE SHALL BE MANUFACTUR 2 PART FORMULA CONSISTING OF LIQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION WITH GLASS FIBER FABRIC REINFORCEMENT ( LATICRETE 1235 OR SUMMITVILLE S -8000) INSTALL A WATER TIGHT DOOR THRESHOLD. • EXTEND EXISTING MALL TILE INTO VESTIBULE TO UNDERSIDE OF DOOR. EXTEND TILE FROM EXISTING MALL TILE AT LEASE LINE TO TENANT'S STOREFRONT BASE. TIE TO MATCH EXISTING MALL TILE IN TYPE, COLOR, SIZE, THICKNESS, GROUT COLOR AND INSTALLATION DIRECTION. NO THRESHOLD, REDUCER STRIP OR OTHER WIDE TRANSITION DEVICES WILL DE PERMITTED AT INTERSECTION TO TENANT'S FLOORING AND MALL TILE. • NOTE: WHEN EXTENDING MALL TILE TO TENANT'S STOREFRONT BASE OR VESTIBULE TILES MUST BE FULL TILE. IF TILE IS GUT IT MUST BE REMOVED AND REPLACES WITH FULL TILE. FLOOR FINISH FLAN SCALE: 74" = I' -0" T.G.G TO MATCH EXISTING ADJACENT MALL CORRIDOR FLOOR / WALL FINISH IN SERVICE DOOR VESTIBULE. 105 28' - 6" 104 MEN'S TOILET �F -q> 101 STOCKROOM WOMEN'S TOILET 102 HALLWAY VESTIBULE T.G.0 TO PROVIDE FLOOR THAT SLOPES TO DRAIN AND INSTALL WATERPROOF MEMBRANE BELOW VGT FLOORING PER LL SPECIFICATIONS MALL GORRIDOR ADJACENT TENANT G.G. TO APPLY LATIGRETE BLUE # UNDER SALES AREA MARBLE FLOOR FINISH ONLY. 35' 1" G.G. TO PROVIDE SMOOTH, LEVEL FINISH ON CONCRETE SLAB TO ACCEPT NEW TENANT FINISH FLOOR 100 SALES AREA P 00 ,, A0 FULL TILE START POINT FOR. LANDLORD FLOORING TO CLOSURE LINE <F -4> MALL COMMON AREA TENANT LEASEL I NE MARBLE TILE FLOORING REVIEWED FOR CODE COMPLIANCE APPROVED APR - 3 2008 City Of Tukwila BUILDIN G DIVISION SALES AREA FLOOR NOTES I. USE THE FOLLOWING PRODUCT UNDER MARBLE FLOOR: LATICRETE BLUE q2 ANTI FRACTURE MEMBRANE. 2. GROUT JOINTS TO BE I/5' MAX THICK, REFER TO FINISH SCHEDULE FOR GROUT TYPE AND COLOR, 'F -6' 3. SEAL GROUT JOINTS WITH TILELAB SURFAGEGARD PENETRATING SEALER AFTER GROUT HAS GURED FOR 45 72 HOURS. FOR ROUTINE GLEANING USE TILELAB ONE STEP GLEANERS RESEALER. ADD ALTERNATE 4. GG TO PROVIDE ADD ALTERNATE IN DID FOR APPLICATION OF A SELF - LEVELING MORTAR MIX (LATIGRETE LATILEVEL #SS OR EQUAL) ON ENTIRE CONCRETE SLAB. PREPARE CONCRETE SLAB PER MANUFACTURER'S SPECIFICATION PRIOR TO APPLICATION OF MORTAR. GC SHALL INCLUDE PATCHING AND REPAIRING OF EXISTING GONGRETE SLAB IN ADD ALTERNATE. MAR 21 ZOUd PFi OWNER COACH 516 WEST 54th STREET NEW YOR(, NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAW I NCB WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED /LIG NSED ARCHITECT UNDER THE LAWS O THE STATE OF HAS I N TON WA ARCH I TECTU ' A REG. o : 4306 COACH PROJECT LOCATION: INESTFIELI) SOU 607 SOUTHGENTER MALL SUITE 44 1540 SEATTLE, IAA qS1 SS SPACE NO. 1540 AREA: 2,5G10 SE SHEET TITLE TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect G ` NI r. t �,n: 5 J. 7RiCARiCo Vd,ASHI N . SPACE #1540 LEVEL I OF 3 KEY PLAN FLOOR FINISH FLAN PROJECT NO. - 70445 SCALE: AS NOTED DATE: 0 -25 -08 DRAWN BY: PN REVIEWED BY: BH SHEET NO. A105 10 12 RAGE CLO D W OD B BE ' -1 1/4" WIOD B•SE PANE L / W LIT SHELVES modified ' PANEL W/ LIT SHELVES modified . ' WOOD BASE (30" WIDE) Ir N POP OU ALL MIRRO (4) BAY SL WALL UNIT modified WOOD BASE EYEWEAR PANEL I,' I I/4 " , WcOD BASE ' -1 1/4" OD 13 SE / / 1 SCALE 5/8" = 1' -0" GIFT WRAP STATION 4' -2" ENLARGED MILLWORK ALIGNMENT PLAN aMi 1 '. RAcSE GLO 2'-4- SEE O5 /A201 FOR `..- WOOD BASE DETAIL r in d- II- w —IN i 2 ' -4 " 2' -4 - ' )� / 7' -0" ALL MIRRO N POP OU (30" WIDE) 2-6 (4) BAY SLG WALL UNIT 2 modified ' -6" 6' -2" LL MIRR N POP OU 30" WIDE 2 SHEET A102 FOR EXTENT OF WOOD CEILING TRIM BY MWC R J PANEL W/ LIT SHELVES modified 7' -O 7' -0" —IN L 3' -104-" a -00 CENTER OF MILLWORK TO GLAZING NTER OF GKWRAP OR OF K ZING 3. SEE SHEET A104 FOR FIXTURE SCHEDULE AND NOTES. EW ED E1N �� . E COMPLIANCE 1 APPROVED APR - 3 2008 City Of Tukwila PUP RING DIVISIO1 U MILLWOiZK LAYOUT NOTES I. MILLWORKER TO COORDINATE FIXTURE INSTALLATION WITH G.G. FOR ALIGNMENT OF PERIMETER FIXTURES WITH CEILING, WHERE APPL I GABLE. 2 ALL DIMENSIONS TAKEN FROM FACE OF GYP.BD., WHERE APPL (GABLE. rr MAR 2 12009 • TRICARICO 0 Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas 1 J. Tricarico, Architect OWNER COACH 516 WEST 34th STREET NEW YORK, NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LA 5 OE TH- STATE OF A'.HINcT N ILIA 12-11-01 12 -21 -07 01 -23 -05 SHEET NO. ES. No:45OS :?C71 yi .'u1 ' HiNGTON PERMIT 4 LANDLORD REVIEW LANDLORD COMMENTS TENANT COMMENTS COACH PROJECT LOCATION: SPACE #1540 LEVEL I OF 3 KEY PLAN YMESTEIELD SOUTHGENTER 601 SOUTHGENTER MALL SUITE #1540 SEATTLE, INA q81 SS SPACE NO. 1540 AREA: 2,5 SE SHEET TITLE: EN LARG ED M I LLV1ORK ALIGNMENT PLAN PROJECT NO. 70445 SCALE: AS NOTED DATE: 01-25-08 DRAWN BY: FN REVIEWED 8Y: BH A1OS TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect DINNER COACH 516 1" EST 54th STREET NEW YORK, NY 1 0001 SEAL: 1 HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LA S OF THE STATE OF WA H I Nc TO WA ARGHI EG RAL R G. No:4306 s J. IRICAN,ICO OF VJa.S!IINGTON COACH PROJECT LOCATION: INESTFIELV SOUTHGENTER 60 SOUTHGENTER MALL SUITE #1540 SEATTLE, INA qS1 SS SPACE NO. 1540 AREA: 2,580 SF SHEET TITLE: INTERIOR ELEVATIONS PROJECT NO. 70445 SCALE: AS NOTED DATE: 01-25-08 DRAWN BY: KAY REVIEWED BY: BH SHEET NO. A200 IO -26 -0 c1 A201 KP 4> 10 <P -4> P -4 12 -II -07 6 -iT-T 21 -0 �_ A 01 -23-06 TENANT COMMENTS ! A200 A201 n L STOOK n N 50l - FIT _J 7 ALIGN ALIGN 1 � 10'_6" AFF _ _ � \ SOFFIT <F -4> 10' -0" AFF ALIGN ALIGN J g MALL 1 1 1 1 1 1 1 ROOM COMMON AREA WINDOW DIS LAY UNIT I 1 I 1 1 I FINISHED FLOOR 1 7 1 1. I 1 STORAGE CLOSET PANEL W/ LIT SHELVES MODIFIED ( - 1' -0" WIDE) PANEL W/ LIT SHELVES MODIFIED (7' -0" WIDE) WALL MIRROR (4) BAY SLG UNIT ON POP -OUT modified WALL MIRROR ON POP -OUT PANEL W/ LIT SHELVES 3 BAY SLG MODIFIED (7' -0" WIDE) WINDOW DISPLAY g O' - 0" FF KF -5> S (30" WIDE) (50" AID. 5 <F -S> <F -5> f�201 A201 IMTERIO SCALE: 5/8" = I -0" q DPP. 2 LOCATION OF MEGHANIGAL <F-4> ID P 4 SENSOR, COORDINATE W/ C G-1> SHEET MIDD <G-1> <P -4> < G -1- P -4 6 A201 A200 A201� / -1 SOFFIT r I (_ 10' AFF - g -6" I SoFF1T -- J 10,_0i. AFF \- P -4 ALIGN ALIG MALL --J ALIGN <VP - � e^ ■ ,. STOG 1 I 1 1 1 -9 - IS 1 1 1 1 COMMON — — — — ROB AREA — — REVIEWED FOR CODE COMPLIANCE _______ 1 1 — — — WINDOW DISPLAY UNIT FINISHED FLOOR 1 1 1 1 1 I APPROVED APR - 3 2008 @ O' -0" AFF r PANEL W/ LIT SHELVES MODIFIED (T-0" WIDE) PANEL W/ LIT SHELVES MODIFIED (T -0" WIDE) STORAGE CLOSET ' 5 BAY SLG PANEL W/ LIT SHELVES EYEWEAR (4) BAY SLG WINDOW MODIFIED (T-0" WIDE) PANEL DISPLAY UNIT W LIT SACK WALL MIRROR modified ON POP -OUT City Of Tukwila (30" WIDE) - ® B ILDING _._.-<F_5> ® 5 ® A201 INTERIOR ELEVATION - SIPE 0 S 010 SCALE: 5/8" = I' - O" MED SUR AGE +• PAINTED BY G.G. SHEET A001 FOR 6 PR MAC, SEE MORE 2 A201 2 < C - 1 > STOREFRONT PROVIDE FROSTED FILM <P -4> <O-I> <F -4> <C, 1 > INFORMATION <P - <P -4> <P -4> SOFFIT GLAZING SYSTEM ON EXIT SIGN SIDE FACING �P 4> n n SOFFIT MALL COMMON AREA \ 10' -6" AFF •' DJAGENT — EXIT . 10' -6" AFF EXIT EXIT / SOFFIT 1 <P -4> \ - @ lo' -o" AFF ADJACENT \ / \ ES O EN / TO SAL 5 AREA SE OND / \ / \ / \ / / / — — .. ADJACENT r \ / OPEN / TO SAL S/AREA BE`r'OND /\ / \ / \ / \ ` p(72.07-EE e • ADJACENT 1941 �-'-� 1 1 1 ' 1 TENANT TENANT TENANT TENANT FINISHED FLOOR 1 I 1 7 1 1 i I I / \ FINISHED FLOOR � , 3 BAY SLG WINDOW DISPLAY 5 BAY SLG WINDOW DISPLAY g 0' -0" AFF s T T BACKWRAP W/ FLOATING SHELVES g 0' -0" AFF - 36 "1^I X I /8 "D POLISHED <F-5> METAL & GLASS STOREFRONT W/ F -5 S STAINLESS STEEL REMOVABLE <F-5> Y2" CLEAR TEMPERED GLAZING r. MAR 21 2008 PE ,Vi'. i . , 'q i Y A201 COACH LOGO PROVIDED & INSTALLED BY SIGN VENDOR DOOR SYSTEM CONTINUOUS POLISHED STAINLESS STEEL PULLS FLOORMAX 4 INTERIOR ELEVATION - REAR INTERIOR ELEVATION - STOREFRONT SCALE: 5/8" = I'—O" SCALE: 5/8" = 1' -0" TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect DINNER COACH 516 1" EST 54th STREET NEW YORK, NY 1 0001 SEAL: 1 HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LA S OF THE STATE OF WA H I Nc TO WA ARGHI EG RAL R G. No:4306 s J. IRICAN,ICO OF VJa.S!IINGTON COACH PROJECT LOCATION: INESTFIELV SOUTHGENTER 60 SOUTHGENTER MALL SUITE #1540 SEATTLE, INA qS1 SS SPACE NO. 1540 AREA: 2,580 SF SHEET TITLE: INTERIOR ELEVATIONS PROJECT NO. 70445 SCALE: AS NOTED DATE: 01-25-08 DRAWN BY: KAY REVIEWED BY: BH SHEET NO. A200 IO -26 -0 REVIEW AND ESTIMATE 11 -01 -01 PRELIM. LANDLORD REVIEW 12 -II -07 PERMIT 4 LANDLORD REVIEW A 12- 21 -0 LANDLORD COMMENTS A 01 -23-06 TENANT COMMENTS TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect DINNER COACH 516 1" EST 54th STREET NEW YORK, NY 1 0001 SEAL: 1 HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LA S OF THE STATE OF WA H I Nc TO WA ARGHI EG RAL R G. No:4306 s J. IRICAN,ICO OF VJa.S!IINGTON COACH PROJECT LOCATION: INESTFIELV SOUTHGENTER 60 SOUTHGENTER MALL SUITE #1540 SEATTLE, INA qS1 SS SPACE NO. 1540 AREA: 2,580 SF SHEET TITLE: INTERIOR ELEVATIONS PROJECT NO. 70445 SCALE: AS NOTED DATE: 01-25-08 DRAWN BY: KAY REVIEWED BY: BH SHEET NO. A200 A GYP. BD. PARTITION e MOLDING <P -4> MILLWORKER TO RETURN WALL BASE INTO REVEAL. I/2" CLEAR 1) CHANNEL CEILING FOR FRAMING, SEE A102 AND 'S' SHEETS FOR DETAILS MAIN TEE TEMPERED 'r����w`� GLAZING, TYP. 1 1 1 2" X 4" STOREFRONT SALES AREA ? - SYSTEM <F -5> 1 111.11. 10' -O' A) F " " � � ���������, 3/4" X 3/4 X I /8 1 % 0 WHI TE METAL , 0 REVEAL (t) CEILING L,. _ MALL COMMON AREA / vIIIIII ON 5/8" / J 4 1 ' ' ' TYPE X GYP. BD. / GYP. 8D_ CEILING <P -I� - 0- SCREW INTO MOLDING F -5 SALES AREA WOOD BASE BELOW PROVIDED ,$ PRIMED r AT PERIMETER O t- z SALES AREA Y W / B MG, PAINTED <P -3> / / BY GC. 2 X ll l . # / / GYP. BD. PARTITION <P -4> , \/\ NOT USED 1/10017 BASE DETAIL AT STOREFRONT NOT USED DETAIL AT TOP OF YAIALL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T,S. SCALE: N.T.S. R6/EVV FOR E CODE COMPLIANCE APPROVED APR - CIIy Of Tukwila 8 ILDING DIVISION GYP. BD_ PARTITION <P-4> SALES AREA GYP. BD. CEILING r. <P -1 > <F -5> SALES AREA WOOD MAIN TEE CHANNEL MOLDING TRIM PROVIDED PRIMED BY MWG, PAIN 1 tD <P -3> BY 10 AFF ii GG. L .. _1 MR :.::: : ::: :.::..: LOWER CEILING INTO MOLDING Al /2 6 / SCREW PERIMETER . rico SETTING BED AS G -I ,GEILING TRIM PROVIDED AND PRIMED REQUIRED BY FLOORING CONTRACTOR BY MWG, PAINTED <P -3> 2 BY G.G. GYP. BD. PARTITION <F -4> , 0 S vo l..- 0 r 0 . MAR 212000 NOT USED NOT USED GEILING TRIM DETAIL ( IA1001C7 BASE DETAIL PE 6,,` L,c;i'JEB �� SCALE: N.T. ,S SCALE: 3" = I -0" SCALE: N.T.S. SCALE: N.T.S. GYP. BD_ 1 USG SUSPENDED + / I METAL STUD FRAMING R SUPPOT R ABOVE PROVIDE BLIDGKING AS REQ'D FOR MOUNTING TRACK /""-.— 7 � c -LIMESTONE TILE, ® LEASELINE I MALL BULKHEAD TO \ WITH MITRED CORNER o STOREFRONT LOCATION, TYP. BOTH SIDES \ I \ I EXISTING REMAIN UNDISTURBED. G.G. TO PATCH , 5 REPAIR AS REQ'D. 3/4" X 3/4" WHITE METAL / I p REVEAL PER L.L. 2 SPECIFICATIONS BY T.G.G. + I + + + DRYWALL CEILING. - -- ® OM � LIMESTONE TILE OVER 5/8" SEE STRUCTURAL FOR MORE INFORMATION. / \ I/8" W MAX! GROUT JOINT \ \ GYP. BD., SEE SHEET A500 FOR MORE INFORMATION USE AGM 7 MAIN TEE LOCATION OF VERTICAL OUTLET IN LIGHT TROUGH BEYOND TRACK 7 W MAX. GROUT JOINT o- GYP. BD. CEILING ; L Y .,: , ..,,, , � ' <1=D-1> + + I , + + ,' ;. ., .� GYP. BD. + _1 LOWER GEILING MOLDING TRACK FIXTURE MTD. IN TROUGH 2 GHANNE L SCRE IOLDING AT PI I I / : : DETAIL AT TOP OF FOR MORE INFORMATION STOREFRONT ®GEILING TRIM PROVIDED AND PRIMED n GYP. BD. PARTITION <P -4> EQ BY MWG, PAINTEDKP -3> V EQ. BY G.G. 10" 6" L -BEADS AT CORNERS, TYP. ALL GYPSUM TROUGH u �-' SEGT. AT STOREFRONT r 12 TYR. BRICK CORNER DETAIL SCALE: 3" = I' -0" SCALE: N.T.S. SCALE: N.T.S. WA ARCHIT SHEET TITLE: REVIEWED BY: SHEET NO. TRICARICO 4110 Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 54th STREET NEW YORK, NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY L 1REGT SUPERVISION AND THAT I AM A DULY REGIS I ERED /LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF SH I NC3TON T RA 12 -II -O7 12-21-01 01 -23 -OS v PERMIT * LANDLORD REVIEW LANDLORD COMMENTS TENANT COMMENTS SPACE #1540 LEVEL I OF 3 KEY PLAN COACH PROJECT LOCATION: IAIESTFIELD SOUTHGENTER 6701 SOUTHGENTER MALL SUITE #1540 SEATTLE, INA qS 1 SS SPACE NO. 1540 AREA: 2,3 SF ARCH ITEGTURAL DETAILS PROJECT NO. 70443 SCALE: AS NOTED DATE: 01 - 25--08 DRAWN BY: PN BH X201 10 12 TOILET ROOM ELEVATION SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1 0" 2' -q CABINET 11/2" DIA. VERTICAL GRAB BAR TOILET ROOM ELEVATION GYP. BD. CEILING AT 8' -O" A.F.F. <F - q> TOILET PAPER HOLDER TOILET ROOM ELEVATION SCALE: 1/2" = 1' -0" FLOOR MTD. MOP SINK X 0 F -q > ACT CEILING AT 12' -0" A.F.F. IN STOCKROOM TOILET ROOM DECK PAINTED WOOD TRIM LOCATION OF BRAILLE SIGN, SEE TOILET ROOM SIGNAGE BELOW FOR MORE INFORMATION. HANDICAP ACCESSIBLE DRINKING FOUNTAIN LINE OF @ 4' -0" A.F.F. W/ "J" TRIM TOP 8 "X8" ACRYL GRAPHIC BRAILLE SIGN W/ "J" TRIM © TOP NOTE: ANSI APPROVED E.S. PLASTIC, NEMA RATED SELF EXTINGUISHING ADHESIVE MOUNTED EMERGENCY LIGHT FIRE ALARM DEVICE OCCUPANCY SENSOR 1' - I" ACCESSIBILITY SIGNAGE TO BE MOUNTED AT TOILET ROOM ENTRANCE NEST ROOM GYP. BD. CEILING AT S' -O" A.F.F. <P -q W/ "J" TRIM © TOP X m z 1 SCALE: 1/2" TOILET ROOM SIGNAGE REST ROOM 1' -3" TOILET ROOM ELEVATION TOILET ROOM DETAIL SCALE: 1 /2" = 1' 0" NOTE: ATTACH SIGNS USING (3) THREE FLATHEAD WOOD SCREWS, COUNTERSUNK AND ADHESIVE. SIGNS SHALL BE CENTERED ON THE DOOR AND MOUNTED 60" ABOVE FIN. FLR. (TYP.) 8 "X8" AGRYL I G GRAPHIC BRAILLE SIGN: 6" RAISED GRAPHIC AREA, 5/8" LETTER HEIGHT AND GRADE 2 DOMESHAPED BRAILLE <P L 104 HOLD H.G DRINKING FOUNTAIN MEN'S TOILET ROOM 3' -O" 6" 5. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. WALL MOUNTED FLUORESCENT SCONCE MIRROR PAPER TOWEL DISPENSER FURNISH 6 INSTALL NEW A.D.A. INSULATION WRAPPING ON SUPPLY 6 WASTE PIPING ACCESSIBILITY GUIDELINES: 1. LETTERS AND NUMERALS MUST BE RAISED 1/32" FROM SIGN SURFACE. 2 CHARACTER HEIGHT MUST BE AT LEAST 5/8" BUT NOT EXCEED 2 ". A202 3. TYPE STYLE FOR LETTERS AND NUMBERS SHALL BE SANS OR SIMPLE SERIF. 4. WORDS AND NUMBERS MUST BE CONVERTED INTO GRADE 2 BRAILLE AND BE APPLIED TO SIGN. 1 I' -6' HOL WG -I (ALIGN GYP. BD. CEILING AT 8' -0" A.F.F <P -q> SOAP DISPENSER 36 "W X 42 "H X I2 "D LAMINATED CABINET PROVIDED BY MING LINE OF © 4' -0" A.F.F. W/ "J" TRIM © TOP I I/2" DIA. VERTICAL GRAB BAR TOILET PAPER HOLDER 2. 3. 4. 5. 6. 7. 8. q. 3' -I��" - 1 ' _6 " 1' -6" HOLD MOP SINK _ SCALE: I /2" = 1 -0 " 105 W 1' -6" ■ S- T(,", ■ A/ /n ■ / 5 1_ 3 - O " -O I I/2" DIA. GRAB BAR UU� TOILET ROOM ELEVATION WOMEN'S TOILET ROOM O 5" ALUMINUM THRESHOLD, SEE SHEET A002 FOR SPEC., TYP. LOCATION OF BRAILLE SIGN, SEE TOILET ROOM SIGNAGE BELOW FOR MORE INFORMATION. • _ • TOILET ROOM NOTES ' REFER TO SHEET P100 FOR PLUMBING SPECIFICATIONS 6 DIAGRAMS 10. LAV. RIM SURFACE: 34" AFF MAX. II. MIRROR: BOTTOM EDGE 40" AFF MAX. 12. PRIVACY LOCK SHALL HAVE LEVER TYPE HANDLE. I3. WATER SHALL HAVE A MAXIMUM TEMPERATURE OF 110 DEGREES. tosoco WALL MTD. INCANDESCENT SCONCE MIRROR PAPER TOWEL DISPENSER GF I OUTLET z 1 N x 1 1 O REVIEWED FOR CODE COMPLY" APPROVE APR - 3 1.008 City Of Tukwila ILDING DIVISION TOILET ROOM SHALL CON TO ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY REQUIREMENTS INCLUDING AMERICANS WITH DISABILITIES ACT (ADA), BUT NOT LIMITED TO THE FOLLOWING: WATER CLOSET SEAT HEIGHT: 15" AFF. CENTER LINE OF WATER CLOSET: 18" FROM SIDE WALL. GRAB BAR BEHIND (MATER CLOSET: 36" LONG, 35" TO 36" AFF. GRAB BAR SIDE OF WATER CLOSET : 42" MIN. LENGTH, 33" AFF. GRAB BAR DIAMETER: I -1/4" TO I -1/2" SPACE BETWEEN WALL AND GRAB BARS: TOILET PAPER DISPENSER: 36" MAX FROM REAR WALL, Iq" AFF KNEE CLEARANCE AT LAV.: 2q" MIN. TO BOTTOM OF APRON LAV. DEPTH: 1 MIN. LAV. H.W. S DRAIN PIPES INSULATED WHERE EXPOSED. I -1/2" MAR 21 2008 r3�rt;'ia: 'vla�r TRICARICO ip Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 54th STREET NEW YORK., NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICEN ED ARCHITECT UNDER THE LAWS OF HE STATE OF W, SHIN 'TON wA 12-11-01 12 -21 -07 01-25-08 TUR REG. No:4306 s J. Mica= 1 F WASHINGTON! PERMIT LANDLORD REVIEW LANDLORD COMMENTS TENANT COMMENTS SPACE #1540 LEVEL 1 OE 3 COACH PROJEGT LOCATION: IAIESTF1EL 7 SOUTHCENTE 6o7 SOUTHGENTER HALL SUITE #1540 SEATTLE, YVA gS1 SS SPACE NO. 1540 AREA: 2,5 SF SHEET TITLE: TOILET ROOM PLAN � ELEVATIONS PROJECT NO. 70445 SCALE: AS NOTED DATE: 01 -25 -08 DRAWN 8Y: PN REVIEWED BY: 15H SHEET NO. X202 GOAT HOOK. / / / \ \ \ / / \ 1 ,\ <F -2> <P -2> <P -2> 5I-5-" n --- - / 7 _ \ \ - 3' -6" I' -O" / s 5 -3 11/2" d DIA. GRAB BAR CID \ \ \ / / i - / . . / / \ \ . O m / \ �, ; \ r 10 12 TOILET ROOM ELEVATION SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1 0" 2' -q CABINET 11/2" DIA. VERTICAL GRAB BAR TOILET ROOM ELEVATION GYP. BD. CEILING AT 8' -O" A.F.F. <F - q> TOILET PAPER HOLDER TOILET ROOM ELEVATION SCALE: 1/2" = 1' -0" FLOOR MTD. MOP SINK X 0 F -q > ACT CEILING AT 12' -0" A.F.F. IN STOCKROOM TOILET ROOM DECK PAINTED WOOD TRIM LOCATION OF BRAILLE SIGN, SEE TOILET ROOM SIGNAGE BELOW FOR MORE INFORMATION. HANDICAP ACCESSIBLE DRINKING FOUNTAIN LINE OF @ 4' -0" A.F.F. W/ "J" TRIM TOP 8 "X8" ACRYL GRAPHIC BRAILLE SIGN W/ "J" TRIM © TOP NOTE: ANSI APPROVED E.S. PLASTIC, NEMA RATED SELF EXTINGUISHING ADHESIVE MOUNTED EMERGENCY LIGHT FIRE ALARM DEVICE OCCUPANCY SENSOR 1' - I" ACCESSIBILITY SIGNAGE TO BE MOUNTED AT TOILET ROOM ENTRANCE NEST ROOM GYP. BD. CEILING AT S' -O" A.F.F. <P -q W/ "J" TRIM © TOP X m z 1 SCALE: 1/2" TOILET ROOM SIGNAGE REST ROOM 1' -3" TOILET ROOM ELEVATION TOILET ROOM DETAIL SCALE: 1 /2" = 1' 0" NOTE: ATTACH SIGNS USING (3) THREE FLATHEAD WOOD SCREWS, COUNTERSUNK AND ADHESIVE. SIGNS SHALL BE CENTERED ON THE DOOR AND MOUNTED 60" ABOVE FIN. FLR. (TYP.) 8 "X8" AGRYL I G GRAPHIC BRAILLE SIGN: 6" RAISED GRAPHIC AREA, 5/8" LETTER HEIGHT AND GRADE 2 DOMESHAPED BRAILLE <P L 104 HOLD H.G DRINKING FOUNTAIN MEN'S TOILET ROOM 3' -O" 6" 5. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. WALL MOUNTED FLUORESCENT SCONCE MIRROR PAPER TOWEL DISPENSER FURNISH 6 INSTALL NEW A.D.A. INSULATION WRAPPING ON SUPPLY 6 WASTE PIPING ACCESSIBILITY GUIDELINES: 1. LETTERS AND NUMERALS MUST BE RAISED 1/32" FROM SIGN SURFACE. 2 CHARACTER HEIGHT MUST BE AT LEAST 5/8" BUT NOT EXCEED 2 ". A202 3. TYPE STYLE FOR LETTERS AND NUMBERS SHALL BE SANS OR SIMPLE SERIF. 4. WORDS AND NUMBERS MUST BE CONVERTED INTO GRADE 2 BRAILLE AND BE APPLIED TO SIGN. 1 I' -6' HOL WG -I (ALIGN GYP. BD. CEILING AT 8' -0" A.F.F <P -q> SOAP DISPENSER 36 "W X 42 "H X I2 "D LAMINATED CABINET PROVIDED BY MING LINE OF © 4' -0" A.F.F. W/ "J" TRIM © TOP I I/2" DIA. VERTICAL GRAB BAR TOILET PAPER HOLDER 2. 3. 4. 5. 6. 7. 8. q. 3' -I��" - 1 ' _6 " 1' -6" HOLD MOP SINK _ SCALE: I /2" = 1 -0 " 105 W 1' -6" ■ S- T(,", ■ A/ /n ■ / 5 1_ 3 - O " -O I I/2" DIA. GRAB BAR UU� TOILET ROOM ELEVATION WOMEN'S TOILET ROOM O 5" ALUMINUM THRESHOLD, SEE SHEET A002 FOR SPEC., TYP. LOCATION OF BRAILLE SIGN, SEE TOILET ROOM SIGNAGE BELOW FOR MORE INFORMATION. • _ • TOILET ROOM NOTES ' REFER TO SHEET P100 FOR PLUMBING SPECIFICATIONS 6 DIAGRAMS 10. LAV. RIM SURFACE: 34" AFF MAX. II. MIRROR: BOTTOM EDGE 40" AFF MAX. 12. PRIVACY LOCK SHALL HAVE LEVER TYPE HANDLE. I3. WATER SHALL HAVE A MAXIMUM TEMPERATURE OF 110 DEGREES. tosoco WALL MTD. INCANDESCENT SCONCE MIRROR PAPER TOWEL DISPENSER GF I OUTLET z 1 N x 1 1 O REVIEWED FOR CODE COMPLY" APPROVE APR - 3 1.008 City Of Tukwila ILDING DIVISION TOILET ROOM SHALL CON TO ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY REQUIREMENTS INCLUDING AMERICANS WITH DISABILITIES ACT (ADA), BUT NOT LIMITED TO THE FOLLOWING: WATER CLOSET SEAT HEIGHT: 15" AFF. CENTER LINE OF WATER CLOSET: 18" FROM SIDE WALL. GRAB BAR BEHIND (MATER CLOSET: 36" LONG, 35" TO 36" AFF. GRAB BAR SIDE OF WATER CLOSET : 42" MIN. LENGTH, 33" AFF. GRAB BAR DIAMETER: I -1/4" TO I -1/2" SPACE BETWEEN WALL AND GRAB BARS: TOILET PAPER DISPENSER: 36" MAX FROM REAR WALL, Iq" AFF KNEE CLEARANCE AT LAV.: 2q" MIN. TO BOTTOM OF APRON LAV. DEPTH: 1 MIN. LAV. H.W. S DRAIN PIPES INSULATED WHERE EXPOSED. I -1/2" MAR 21 2008 r3�rt;'ia: 'vla�r TRICARICO ip Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 54th STREET NEW YORK., NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICEN ED ARCHITECT UNDER THE LAWS OF HE STATE OF W, SHIN 'TON wA 12-11-01 12 -21 -07 01-25-08 TUR REG. No:4306 s J. Mica= 1 F WASHINGTON! PERMIT LANDLORD REVIEW LANDLORD COMMENTS TENANT COMMENTS SPACE #1540 LEVEL 1 OE 3 COACH PROJEGT LOCATION: IAIESTF1EL 7 SOUTHCENTE 6o7 SOUTHGENTER HALL SUITE #1540 SEATTLE, YVA gS1 SS SPACE NO. 1540 AREA: 2,5 SF SHEET TITLE: TOILET ROOM PLAN � ELEVATIONS PROJECT NO. 70445 SCALE: AS NOTED DATE: 01 -25 -08 DRAWN 8Y: PN REVIEWED BY: 15H SHEET NO. X202 GOAT HOOK. / / / \ \ \ / / \ 1 ,\ <P--q> 5I-5-" n -r - 7 _ .0-17 - 3' -6" I' -O" / s -\ 11/2" d DIA. GRAB BAR CID i - / . . . 10 12 TOILET ROOM ELEVATION SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1 0" 2' -q CABINET 11/2" DIA. VERTICAL GRAB BAR TOILET ROOM ELEVATION GYP. BD. CEILING AT 8' -O" A.F.F. <F - q> TOILET PAPER HOLDER TOILET ROOM ELEVATION SCALE: 1/2" = 1' -0" FLOOR MTD. MOP SINK X 0 F -q > ACT CEILING AT 12' -0" A.F.F. IN STOCKROOM TOILET ROOM DECK PAINTED WOOD TRIM LOCATION OF BRAILLE SIGN, SEE TOILET ROOM SIGNAGE BELOW FOR MORE INFORMATION. HANDICAP ACCESSIBLE DRINKING FOUNTAIN LINE OF @ 4' -0" A.F.F. W/ "J" TRIM TOP 8 "X8" ACRYL GRAPHIC BRAILLE SIGN W/ "J" TRIM © TOP NOTE: ANSI APPROVED E.S. PLASTIC, NEMA RATED SELF EXTINGUISHING ADHESIVE MOUNTED EMERGENCY LIGHT FIRE ALARM DEVICE OCCUPANCY SENSOR 1' - I" ACCESSIBILITY SIGNAGE TO BE MOUNTED AT TOILET ROOM ENTRANCE NEST ROOM GYP. BD. CEILING AT S' -O" A.F.F. <P -q W/ "J" TRIM © TOP X m z 1 SCALE: 1/2" TOILET ROOM SIGNAGE REST ROOM 1' -3" TOILET ROOM ELEVATION TOILET ROOM DETAIL SCALE: 1 /2" = 1' 0" NOTE: ATTACH SIGNS USING (3) THREE FLATHEAD WOOD SCREWS, COUNTERSUNK AND ADHESIVE. SIGNS SHALL BE CENTERED ON THE DOOR AND MOUNTED 60" ABOVE FIN. FLR. (TYP.) 8 "X8" AGRYL I G GRAPHIC BRAILLE SIGN: 6" RAISED GRAPHIC AREA, 5/8" LETTER HEIGHT AND GRADE 2 DOMESHAPED BRAILLE <P L 104 HOLD H.G DRINKING FOUNTAIN MEN'S TOILET ROOM 3' -O" 6" 5. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. WALL MOUNTED FLUORESCENT SCONCE MIRROR PAPER TOWEL DISPENSER FURNISH 6 INSTALL NEW A.D.A. INSULATION WRAPPING ON SUPPLY 6 WASTE PIPING ACCESSIBILITY GUIDELINES: 1. LETTERS AND NUMERALS MUST BE RAISED 1/32" FROM SIGN SURFACE. 2 CHARACTER HEIGHT MUST BE AT LEAST 5/8" BUT NOT EXCEED 2 ". A202 3. TYPE STYLE FOR LETTERS AND NUMBERS SHALL BE SANS OR SIMPLE SERIF. 4. WORDS AND NUMBERS MUST BE CONVERTED INTO GRADE 2 BRAILLE AND BE APPLIED TO SIGN. 1 I' -6' HOL WG -I (ALIGN GYP. BD. CEILING AT 8' -0" A.F.F <P -q> SOAP DISPENSER 36 "W X 42 "H X I2 "D LAMINATED CABINET PROVIDED BY MING LINE OF © 4' -0" A.F.F. W/ "J" TRIM © TOP I I/2" DIA. VERTICAL GRAB BAR TOILET PAPER HOLDER 2. 3. 4. 5. 6. 7. 8. q. 3' -I��" - 1 ' _6 " 1' -6" HOLD MOP SINK _ SCALE: I /2" = 1 -0 " 105 W 1' -6" ■ S- T(,", ■ A/ /n ■ / 5 1_ 3 - O " -O I I/2" DIA. GRAB BAR UU� TOILET ROOM ELEVATION WOMEN'S TOILET ROOM O 5" ALUMINUM THRESHOLD, SEE SHEET A002 FOR SPEC., TYP. LOCATION OF BRAILLE SIGN, SEE TOILET ROOM SIGNAGE BELOW FOR MORE INFORMATION. • _ • TOILET ROOM NOTES ' REFER TO SHEET P100 FOR PLUMBING SPECIFICATIONS 6 DIAGRAMS 10. LAV. RIM SURFACE: 34" AFF MAX. II. MIRROR: BOTTOM EDGE 40" AFF MAX. 12. PRIVACY LOCK SHALL HAVE LEVER TYPE HANDLE. I3. WATER SHALL HAVE A MAXIMUM TEMPERATURE OF 110 DEGREES. tosoco WALL MTD. INCANDESCENT SCONCE MIRROR PAPER TOWEL DISPENSER GF I OUTLET z 1 N x 1 1 O REVIEWED FOR CODE COMPLY" APPROVE APR - 3 1.008 City Of Tukwila ILDING DIVISION TOILET ROOM SHALL CON TO ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY REQUIREMENTS INCLUDING AMERICANS WITH DISABILITIES ACT (ADA), BUT NOT LIMITED TO THE FOLLOWING: WATER CLOSET SEAT HEIGHT: 15" AFF. CENTER LINE OF WATER CLOSET: 18" FROM SIDE WALL. GRAB BAR BEHIND (MATER CLOSET: 36" LONG, 35" TO 36" AFF. GRAB BAR SIDE OF WATER CLOSET : 42" MIN. LENGTH, 33" AFF. GRAB BAR DIAMETER: I -1/4" TO I -1/2" SPACE BETWEEN WALL AND GRAB BARS: TOILET PAPER DISPENSER: 36" MAX FROM REAR WALL, Iq" AFF KNEE CLEARANCE AT LAV.: 2q" MIN. TO BOTTOM OF APRON LAV. DEPTH: 1 MIN. LAV. H.W. S DRAIN PIPES INSULATED WHERE EXPOSED. I -1/2" MAR 21 2008 r3�rt;'ia: 'vla�r TRICARICO ip Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 54th STREET NEW YORK., NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICEN ED ARCHITECT UNDER THE LAWS OF HE STATE OF W, SHIN 'TON wA 12-11-01 12 -21 -07 01-25-08 TUR REG. No:4306 s J. Mica= 1 F WASHINGTON! PERMIT LANDLORD REVIEW LANDLORD COMMENTS TENANT COMMENTS SPACE #1540 LEVEL 1 OE 3 COACH PROJEGT LOCATION: IAIESTF1EL 7 SOUTHCENTE 6o7 SOUTHGENTER HALL SUITE #1540 SEATTLE, YVA gS1 SS SPACE NO. 1540 AREA: 2,5 SF SHEET TITLE: TOILET ROOM PLAN � ELEVATIONS PROJECT NO. 70445 SCALE: AS NOTED DATE: 01 -25 -08 DRAWN 8Y: PN REVIEWED BY: 15H SHEET NO. X202 GOAT HOOK. / / / \ \ \ / / \ 1 ,\ T -r } \/ d 10 12 TOILET ROOM ELEVATION SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1 0" 2' -q CABINET 11/2" DIA. VERTICAL GRAB BAR TOILET ROOM ELEVATION GYP. BD. CEILING AT 8' -O" A.F.F. <F - q> TOILET PAPER HOLDER TOILET ROOM ELEVATION SCALE: 1/2" = 1' -0" FLOOR MTD. MOP SINK X 0 F -q > ACT CEILING AT 12' -0" A.F.F. IN STOCKROOM TOILET ROOM DECK PAINTED WOOD TRIM LOCATION OF BRAILLE SIGN, SEE TOILET ROOM SIGNAGE BELOW FOR MORE INFORMATION. HANDICAP ACCESSIBLE DRINKING FOUNTAIN LINE OF @ 4' -0" A.F.F. W/ "J" TRIM TOP 8 "X8" ACRYL GRAPHIC BRAILLE SIGN W/ "J" TRIM © TOP NOTE: ANSI APPROVED E.S. PLASTIC, NEMA RATED SELF EXTINGUISHING ADHESIVE MOUNTED EMERGENCY LIGHT FIRE ALARM DEVICE OCCUPANCY SENSOR 1' - I" ACCESSIBILITY SIGNAGE TO BE MOUNTED AT TOILET ROOM ENTRANCE NEST ROOM GYP. BD. CEILING AT S' -O" A.F.F. <P -q W/ "J" TRIM © TOP X m z 1 SCALE: 1/2" TOILET ROOM SIGNAGE REST ROOM 1' -3" TOILET ROOM ELEVATION TOILET ROOM DETAIL SCALE: 1 /2" = 1' 0" NOTE: ATTACH SIGNS USING (3) THREE FLATHEAD WOOD SCREWS, COUNTERSUNK AND ADHESIVE. SIGNS SHALL BE CENTERED ON THE DOOR AND MOUNTED 60" ABOVE FIN. FLR. (TYP.) 8 "X8" AGRYL I G GRAPHIC BRAILLE SIGN: 6" RAISED GRAPHIC AREA, 5/8" LETTER HEIGHT AND GRADE 2 DOMESHAPED BRAILLE <P L 104 HOLD H.G DRINKING FOUNTAIN MEN'S TOILET ROOM 3' -O" 6" 5. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. WALL MOUNTED FLUORESCENT SCONCE MIRROR PAPER TOWEL DISPENSER FURNISH 6 INSTALL NEW A.D.A. INSULATION WRAPPING ON SUPPLY 6 WASTE PIPING ACCESSIBILITY GUIDELINES: 1. LETTERS AND NUMERALS MUST BE RAISED 1/32" FROM SIGN SURFACE. 2 CHARACTER HEIGHT MUST BE AT LEAST 5/8" BUT NOT EXCEED 2 ". A202 3. TYPE STYLE FOR LETTERS AND NUMBERS SHALL BE SANS OR SIMPLE SERIF. 4. WORDS AND NUMBERS MUST BE CONVERTED INTO GRADE 2 BRAILLE AND BE APPLIED TO SIGN. 1 I' -6' HOL WG -I (ALIGN GYP. BD. CEILING AT 8' -0" A.F.F <P -q> SOAP DISPENSER 36 "W X 42 "H X I2 "D LAMINATED CABINET PROVIDED BY MING LINE OF © 4' -0" A.F.F. W/ "J" TRIM © TOP I I/2" DIA. VERTICAL GRAB BAR TOILET PAPER HOLDER 2. 3. 4. 5. 6. 7. 8. q. 3' -I��" - 1 ' _6 " 1' -6" HOLD MOP SINK _ SCALE: I /2" = 1 -0 " 105 W 1' -6" ■ S- T(,", ■ A/ /n ■ / 5 1_ 3 - O " -O I I/2" DIA. GRAB BAR UU� TOILET ROOM ELEVATION WOMEN'S TOILET ROOM O 5" ALUMINUM THRESHOLD, SEE SHEET A002 FOR SPEC., TYP. LOCATION OF BRAILLE SIGN, SEE TOILET ROOM SIGNAGE BELOW FOR MORE INFORMATION. • _ • TOILET ROOM NOTES ' REFER TO SHEET P100 FOR PLUMBING SPECIFICATIONS 6 DIAGRAMS 10. LAV. RIM SURFACE: 34" AFF MAX. II. MIRROR: BOTTOM EDGE 40" AFF MAX. 12. PRIVACY LOCK SHALL HAVE LEVER TYPE HANDLE. I3. WATER SHALL HAVE A MAXIMUM TEMPERATURE OF 110 DEGREES. tosoco WALL MTD. INCANDESCENT SCONCE MIRROR PAPER TOWEL DISPENSER GF I OUTLET z 1 N x 1 1 O REVIEWED FOR CODE COMPLY" APPROVE APR - 3 1.008 City Of Tukwila ILDING DIVISION TOILET ROOM SHALL CON TO ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY REQUIREMENTS INCLUDING AMERICANS WITH DISABILITIES ACT (ADA), BUT NOT LIMITED TO THE FOLLOWING: WATER CLOSET SEAT HEIGHT: 15" AFF. CENTER LINE OF WATER CLOSET: 18" FROM SIDE WALL. GRAB BAR BEHIND (MATER CLOSET: 36" LONG, 35" TO 36" AFF. GRAB BAR SIDE OF WATER CLOSET : 42" MIN. LENGTH, 33" AFF. GRAB BAR DIAMETER: I -1/4" TO I -1/2" SPACE BETWEEN WALL AND GRAB BARS: TOILET PAPER DISPENSER: 36" MAX FROM REAR WALL, Iq" AFF KNEE CLEARANCE AT LAV.: 2q" MIN. TO BOTTOM OF APRON LAV. DEPTH: 1 MIN. LAV. H.W. S DRAIN PIPES INSULATED WHERE EXPOSED. I -1/2" MAR 21 2008 r3�rt;'ia: 'vla�r TRICARICO ip Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 54th STREET NEW YORK., NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICEN ED ARCHITECT UNDER THE LAWS OF HE STATE OF W, SHIN 'TON wA 12-11-01 12 -21 -07 01-25-08 TUR REG. No:4306 s J. Mica= 1 F WASHINGTON! PERMIT LANDLORD REVIEW LANDLORD COMMENTS TENANT COMMENTS SPACE #1540 LEVEL 1 OE 3 COACH PROJEGT LOCATION: IAIESTF1EL 7 SOUTHCENTE 6o7 SOUTHGENTER HALL SUITE #1540 SEATTLE, YVA gS1 SS SPACE NO. 1540 AREA: 2,5 SF SHEET TITLE: TOILET ROOM PLAN � ELEVATIONS PROJECT NO. 70445 SCALE: AS NOTED DATE: 01 -25 -08 DRAWN 8Y: PN REVIEWED BY: 15H SHEET NO. X202 / / / \ \ \ / / \ 1 ,\ 10 12 TOILET ROOM ELEVATION SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1 0" 2' -q CABINET 11/2" DIA. VERTICAL GRAB BAR TOILET ROOM ELEVATION GYP. BD. CEILING AT 8' -O" A.F.F. <F - q> TOILET PAPER HOLDER TOILET ROOM ELEVATION SCALE: 1/2" = 1' -0" FLOOR MTD. MOP SINK X 0 F -q > ACT CEILING AT 12' -0" A.F.F. IN STOCKROOM TOILET ROOM DECK PAINTED WOOD TRIM LOCATION OF BRAILLE SIGN, SEE TOILET ROOM SIGNAGE BELOW FOR MORE INFORMATION. HANDICAP ACCESSIBLE DRINKING FOUNTAIN LINE OF @ 4' -0" A.F.F. W/ "J" TRIM TOP 8 "X8" ACRYL GRAPHIC BRAILLE SIGN W/ "J" TRIM © TOP NOTE: ANSI APPROVED E.S. PLASTIC, NEMA RATED SELF EXTINGUISHING ADHESIVE MOUNTED EMERGENCY LIGHT FIRE ALARM DEVICE OCCUPANCY SENSOR 1' - I" ACCESSIBILITY SIGNAGE TO BE MOUNTED AT TOILET ROOM ENTRANCE NEST ROOM GYP. BD. CEILING AT S' -O" A.F.F. <P -q W/ "J" TRIM © TOP X m z 1 SCALE: 1/2" TOILET ROOM SIGNAGE REST ROOM 1' -3" TOILET ROOM ELEVATION TOILET ROOM DETAIL SCALE: 1 /2" = 1' 0" NOTE: ATTACH SIGNS USING (3) THREE FLATHEAD WOOD SCREWS, COUNTERSUNK AND ADHESIVE. SIGNS SHALL BE CENTERED ON THE DOOR AND MOUNTED 60" ABOVE FIN. FLR. (TYP.) 8 "X8" AGRYL I G GRAPHIC BRAILLE SIGN: 6" RAISED GRAPHIC AREA, 5/8" LETTER HEIGHT AND GRADE 2 DOMESHAPED BRAILLE <P L 104 HOLD H.G DRINKING FOUNTAIN MEN'S TOILET ROOM 3' -O" 6" 5. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. WALL MOUNTED FLUORESCENT SCONCE MIRROR PAPER TOWEL DISPENSER FURNISH 6 INSTALL NEW A.D.A. INSULATION WRAPPING ON SUPPLY 6 WASTE PIPING ACCESSIBILITY GUIDELINES: 1. LETTERS AND NUMERALS MUST BE RAISED 1/32" FROM SIGN SURFACE. 2 CHARACTER HEIGHT MUST BE AT LEAST 5/8" BUT NOT EXCEED 2 ". A202 3. TYPE STYLE FOR LETTERS AND NUMBERS SHALL BE SANS OR SIMPLE SERIF. 4. WORDS AND NUMBERS MUST BE CONVERTED INTO GRADE 2 BRAILLE AND BE APPLIED TO SIGN. 1 I' -6' HOL WG -I (ALIGN GYP. BD. CEILING AT 8' -0" A.F.F <P -q> SOAP DISPENSER 36 "W X 42 "H X I2 "D LAMINATED CABINET PROVIDED BY MING LINE OF © 4' -0" A.F.F. W/ "J" TRIM © TOP I I/2" DIA. VERTICAL GRAB BAR TOILET PAPER HOLDER 2. 3. 4. 5. 6. 7. 8. q. 3' -I��" - 1 ' _6 " 1' -6" HOLD MOP SINK _ SCALE: I /2" = 1 -0 " 105 W 1' -6" ■ S- T(,", ■ A/ /n ■ / 5 1_ 3 - O " -O I I/2" DIA. GRAB BAR UU� TOILET ROOM ELEVATION WOMEN'S TOILET ROOM O 5" ALUMINUM THRESHOLD, SEE SHEET A002 FOR SPEC., TYP. LOCATION OF BRAILLE SIGN, SEE TOILET ROOM SIGNAGE BELOW FOR MORE INFORMATION. • _ • TOILET ROOM NOTES ' REFER TO SHEET P100 FOR PLUMBING SPECIFICATIONS 6 DIAGRAMS 10. LAV. RIM SURFACE: 34" AFF MAX. II. MIRROR: BOTTOM EDGE 40" AFF MAX. 12. PRIVACY LOCK SHALL HAVE LEVER TYPE HANDLE. I3. WATER SHALL HAVE A MAXIMUM TEMPERATURE OF 110 DEGREES. tosoco WALL MTD. INCANDESCENT SCONCE MIRROR PAPER TOWEL DISPENSER GF I OUTLET z 1 N x 1 1 O REVIEWED FOR CODE COMPLY" APPROVE APR - 3 1.008 City Of Tukwila ILDING DIVISION TOILET ROOM SHALL CON TO ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY REQUIREMENTS INCLUDING AMERICANS WITH DISABILITIES ACT (ADA), BUT NOT LIMITED TO THE FOLLOWING: WATER CLOSET SEAT HEIGHT: 15" AFF. CENTER LINE OF WATER CLOSET: 18" FROM SIDE WALL. GRAB BAR BEHIND (MATER CLOSET: 36" LONG, 35" TO 36" AFF. GRAB BAR SIDE OF WATER CLOSET : 42" MIN. LENGTH, 33" AFF. GRAB BAR DIAMETER: I -1/4" TO I -1/2" SPACE BETWEEN WALL AND GRAB BARS: TOILET PAPER DISPENSER: 36" MAX FROM REAR WALL, Iq" AFF KNEE CLEARANCE AT LAV.: 2q" MIN. TO BOTTOM OF APRON LAV. DEPTH: 1 MIN. LAV. H.W. S DRAIN PIPES INSULATED WHERE EXPOSED. I -1/2" MAR 21 2008 r3�rt;'ia: 'vla�r TRICARICO ip Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 54th STREET NEW YORK., NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICEN ED ARCHITECT UNDER THE LAWS OF HE STATE OF W, SHIN 'TON wA 12-11-01 12 -21 -07 01-25-08 TUR REG. No:4306 s J. Mica= 1 F WASHINGTON! PERMIT LANDLORD REVIEW LANDLORD COMMENTS TENANT COMMENTS SPACE #1540 LEVEL 1 OE 3 COACH PROJEGT LOCATION: IAIESTF1EL 7 SOUTHCENTE 6o7 SOUTHGENTER HALL SUITE #1540 SEATTLE, YVA gS1 SS SPACE NO. 1540 AREA: 2,5 SF SHEET TITLE: TOILET ROOM PLAN � ELEVATIONS PROJECT NO. 70445 SCALE: AS NOTED DATE: 01 -25 -08 DRAWN 8Y: PN REVIEWED BY: 15H SHEET NO. X202 A 10 12 1 B G E E H I. SIGN FILED UNDER SEPARATE PERMIT. SIGN SHOP DRAWINGS TO BE SUBMITTED BY TENANT SIGN VENDOR TO LANDLORD REPRESENTATIVE FOR REVIEW. CONTACT: WESTFIELD CORPORATION, INC. TENANT COORDINATION DEPT. JOUSHUA KIMMEL - PROJECT MANAGER 11601 WILSHIRE BLVD. SUITE 1100 LOS ANGELES, GA 6 0025 (310) 863 -4761 (TEL) JKIMMELcWESTFIELD.COM (EMAIL) 2 G.G. TO PROVIDE ALL STRUCTURAL FRAMING AND BRACING MEMBERS TO STRUCTURE ABOVE FOR SUPPORT OF STOREFRONT SYSTEM. SEE '5' SHEETS 3. STOREFRONT VENDOR TO VERIFY ALL FIELD DIMENSIONS PRIOR TO FABRICATION. SALES AREA STOREFRONT NOTES VEST RULE EXISTING MALL BULKHEAD S LIGHT COVE TO REMAIN UNDISTURBED. T.G.G. TO PATCH & REPAIR AS REO'D. UNDERSIDE OF MALL BULKHEAD a 15' -O 1/2" AFF 3/4" X 3/4" WHITE METAL REVEAL PER L.L. SPECIFICATIONS BY T.G.G. MALL COMMON AREA LIMESTONE TILE SURROUND LEASE LINE POLISHED STAINLESS STEEL DOOR PULLS CONCRETE SLAB BASE DETAIL @ ENTRY 3/4" X 3/4 "WHITE METAL REVEAL PER L.L. SPECIFICATIONS BY T.G.G. LEASE LINE STOREFRONT ELEVATON HEAD MULLION DETAIL SCALE: 6" _ EXISTING MALL BULKHEAD LIGHT COVE TO REMAIN UNDISTURBED. T.G.G. TO PATCH REPAIR AS REG'D. MALL COMMON AREA LIMESTONE TILE SURROUND SCALE: 6" = I -0" MULLION DETAIL BASE MULLION DETAIL ALES REA MALL COMMON AREA WHITE WEDGE GASKET, TYP. ON BOTH SIDES 2" X 4" ALUMINUM TUBE BY STOREFRONT VENDOR <P -5> <F -4> ELEVATION SHOWN FLAT FOR CLARITY ALIGN 111111 =am t ` 2 I/4' LINE OF SOFFIT ABOVE SEE STRUCTURAL PRA FOR STOREFRONT FRA DETAILS TENANT MALL COMMON 6 7/8" —1/2" CLEAR TEMPERED GLASS, TYP. 7' -5 7/ EXTENDED MALL FLOOR FINISH TO FRONT OF STOREFRONT TUBE= LINE OF MALL BULKHEAD EXISTING MALL NEUTRAL PIER TO REMAIN UNDISTUR T,G.C. TO PATCH REPAIR AS REG'D. ADJACENT MALL PIER TO REMAIN UNDISTURBED. T.G PATCH a REPAIR 3/4" X 3/4" CLEAR ANODIZED ALUMINUM REVEALS SHOULD BE INSTALLED BETWEEN LANDLORD'S NEUTRAL PIER AND VERTICAL BULKHEAD SOFFITS AND TENANT'S STOREFRONT DESIGN. NEUTRAL .G. TO AS REG'D -4 3 / 3/4" X 3/4" WHITE METAL REVEAL PER L.L. SPECIFICATIONS BY T.G.0 UNDERSIDE OF VESTIBULE 10' -O" AFF 3/4" X 3/4 "X 1/8" WHITE METAL REVEAL ON (3) SIDES BY STOREFRONT VENDORS I" WHITE METAL REVEAL A BOTTOM ONLY LEASE LINE — SCALE: 3" = 1' -0" 1 SCALE: 3/8" = I' -0" 13) STOREFRONT FLAN SCALE: 3/8" = I -0" PLAN DETAIL NOTE: SEE STRUCTURAL DRAWINGS FOR STOREFRONT FRAMING DETAILS STOREFRONT ELEVATION �-L 3• /S LEASELINE DIMENSION OS INTERNALLY ILLUMINATED, FLUOR. CABINET SIGN LIT ACRYLIC LETTERS WITH POLISHED STAINLESS STEEL COACH FACE BY SIGN VENDOR MALL WALKWAY LANDLORD BULKHEAD TO REMAIN UNDISTURBED UNDERSIDE OF MALL BULKHEAD - / "- F 0 I3' -7 5/8" AFF TOP OF STOREFRONT a 12' -0 3/8" AFF WHITE ALUMINUM SIGN PANEL BY SIGN VENDOR ADJACENT TENANT LIMESTONE TILE SURROUND GLAZING, TYP. 1/8" W MAX. GLAZING SEAM, TYP. WINDOW DISPLAY Y N RED EXISTING NEUTRAL PIER TO REMAIN UNDISTURBED, TYP. BOTH SIDES. T.G.G. TO PATCH REPAIR AS REG'D. REEI COMPLIANCE CODE APPROVED APR -3 2008 ' Cif of Tukw�SION BUILDING DI O10 3/4" WRITE METAL REVEAL' ALIGN 2" x 4" WHITE ALUMINUM TUBE, <P -5> BY STOREFRONT VENDOR NEW STEEL STOREFRONT FRAMING, SEE 4" x 4" ALUMINUM TUBE (F -5> BY STOREFRONT VENDOR PIVOT BELOW, ALIGN DOOR IN OPEN POSIT TENANT LEASELINE WHITE ALUMINUM TUBE,<P -5> BY STOREFRONT VENDOR PSS DOOR PULL 1/2" TEMPERED GLASS DOORS 1/8" ZING DIVIDER STRIP IN FLOOR OWNER COACH 516 WEST 34th STREET NEW YORK, NY 10001 SEAL: I HEREBY' CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LANNS OF' THE STATE OF WASHI 'TON REG. No:4306 COACH PROJECT LOCATION: YAIESTFIELp SOUTHGENTER 601 SOUTHGENTER MALL SUITE #1540 SEATTLE, YVA aS1 SS SPACE NO. 1540 AREA: 2,380 5E SHEET TITLE: STOREFRONT ELEVATION DETAILS PROJECT NO. 70443 SCALE: AS NOTED DATE: 01-25-08 DRAWN 8Y: PN REVIEWED 8Y: EH • SHEET NO. TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect KEY PLAN SPACE #1540 LEVEL I OF 3 A300 IO- 26 -0 - 1 VIEW AND ESTIMATE II -OI -07 PRELIM. LANDLORD REVIEW 12 -11 -07 PERMIT $ LANDLORD REVIEW A 12 -21 -07 LANDLORD COMMENTS A OI -23 -O8 TENANT GQMMENTS A 10 12 1 B G E E H I. SIGN FILED UNDER SEPARATE PERMIT. SIGN SHOP DRAWINGS TO BE SUBMITTED BY TENANT SIGN VENDOR TO LANDLORD REPRESENTATIVE FOR REVIEW. CONTACT: WESTFIELD CORPORATION, INC. TENANT COORDINATION DEPT. JOUSHUA KIMMEL - PROJECT MANAGER 11601 WILSHIRE BLVD. SUITE 1100 LOS ANGELES, GA 6 0025 (310) 863 -4761 (TEL) JKIMMELcWESTFIELD.COM (EMAIL) 2 G.G. TO PROVIDE ALL STRUCTURAL FRAMING AND BRACING MEMBERS TO STRUCTURE ABOVE FOR SUPPORT OF STOREFRONT SYSTEM. SEE '5' SHEETS 3. STOREFRONT VENDOR TO VERIFY ALL FIELD DIMENSIONS PRIOR TO FABRICATION. SALES AREA STOREFRONT NOTES VEST RULE EXISTING MALL BULKHEAD S LIGHT COVE TO REMAIN UNDISTURBED. T.G.G. TO PATCH & REPAIR AS REO'D. UNDERSIDE OF MALL BULKHEAD a 15' -O 1/2" AFF 3/4" X 3/4" WHITE METAL REVEAL PER L.L. SPECIFICATIONS BY T.G.G. MALL COMMON AREA LIMESTONE TILE SURROUND LEASE LINE POLISHED STAINLESS STEEL DOOR PULLS CONCRETE SLAB BASE DETAIL @ ENTRY 3/4" X 3/4 "WHITE METAL REVEAL PER L.L. SPECIFICATIONS BY T.G.G. LEASE LINE STOREFRONT ELEVATON HEAD MULLION DETAIL SCALE: 6" _ EXISTING MALL BULKHEAD LIGHT COVE TO REMAIN UNDISTURBED. T.G.G. TO PATCH REPAIR AS REG'D. MALL COMMON AREA LIMESTONE TILE SURROUND SCALE: 6" = I -0" MULLION DETAIL BASE MULLION DETAIL ALES REA MALL COMMON AREA WHITE WEDGE GASKET, TYP. ON BOTH SIDES 2" X 4" ALUMINUM TUBE BY STOREFRONT VENDOR <P -5> <F -4> ELEVATION SHOWN FLAT FOR CLARITY ALIGN 111111 =am t ` 2 I/4' LINE OF SOFFIT ABOVE SEE STRUCTURAL PRA FOR STOREFRONT FRA DETAILS TENANT MALL COMMON 6 7/8" —1/2" CLEAR TEMPERED GLASS, TYP. 7' -5 7/ EXTENDED MALL FLOOR FINISH TO FRONT OF STOREFRONT TUBE= LINE OF MALL BULKHEAD EXISTING MALL NEUTRAL PIER TO REMAIN UNDISTUR T,G.C. TO PATCH REPAIR AS REG'D. ADJACENT MALL PIER TO REMAIN UNDISTURBED. T.G PATCH a REPAIR 3/4" X 3/4" CLEAR ANODIZED ALUMINUM REVEALS SHOULD BE INSTALLED BETWEEN LANDLORD'S NEUTRAL PIER AND VERTICAL BULKHEAD SOFFITS AND TENANT'S STOREFRONT DESIGN. NEUTRAL .G. TO AS REG'D -4 3 / 3/4" X 3/4" WHITE METAL REVEAL PER L.L. SPECIFICATIONS BY T.G.0 UNDERSIDE OF VESTIBULE 10' -O" AFF 3/4" X 3/4 "X 1/8" WHITE METAL REVEAL ON (3) SIDES BY STOREFRONT VENDORS I" WHITE METAL REVEAL A BOTTOM ONLY LEASE LINE — SCALE: 3" = 1' -0" 1 SCALE: 3/8" = I' -0" 13) STOREFRONT FLAN SCALE: 3/8" = I -0" PLAN DETAIL NOTE: SEE STRUCTURAL DRAWINGS FOR STOREFRONT FRAMING DETAILS STOREFRONT ELEVATION �-L 3• /S LEASELINE DIMENSION OS INTERNALLY ILLUMINATED, FLUOR. CABINET SIGN LIT ACRYLIC LETTERS WITH POLISHED STAINLESS STEEL COACH FACE BY SIGN VENDOR MALL WALKWAY LANDLORD BULKHEAD TO REMAIN UNDISTURBED UNDERSIDE OF MALL BULKHEAD - / "- F 0 I3' -7 5/8" AFF TOP OF STOREFRONT a 12' -0 3/8" AFF WHITE ALUMINUM SIGN PANEL BY SIGN VENDOR ADJACENT TENANT LIMESTONE TILE SURROUND GLAZING, TYP. 1/8" W MAX. GLAZING SEAM, TYP. WINDOW DISPLAY Y N RED EXISTING NEUTRAL PIER TO REMAIN UNDISTURBED, TYP. BOTH SIDES. T.G.G. TO PATCH REPAIR AS REG'D. REEI COMPLIANCE CODE APPROVED APR -3 2008 ' Cif of Tukw�SION BUILDING DI O10 3/4" WRITE METAL REVEAL' ALIGN 2" x 4" WHITE ALUMINUM TUBE, <P -5> BY STOREFRONT VENDOR NEW STEEL STOREFRONT FRAMING, SEE 4" x 4" ALUMINUM TUBE (F -5> BY STOREFRONT VENDOR PIVOT BELOW, ALIGN DOOR IN OPEN POSIT TENANT LEASELINE WHITE ALUMINUM TUBE,<P -5> BY STOREFRONT VENDOR PSS DOOR PULL 1/2" TEMPERED GLASS DOORS 1/8" ZING DIVIDER STRIP IN FLOOR OWNER COACH 516 WEST 34th STREET NEW YORK, NY 10001 SEAL: I HEREBY' CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LANNS OF' THE STATE OF WASHI 'TON REG. No:4306 COACH PROJECT LOCATION: YAIESTFIELp SOUTHGENTER 601 SOUTHGENTER MALL SUITE #1540 SEATTLE, YVA aS1 SS SPACE NO. 1540 AREA: 2,380 5E SHEET TITLE: STOREFRONT ELEVATION DETAILS PROJECT NO. 70443 SCALE: AS NOTED DATE: 01-25-08 DRAWN 8Y: PN REVIEWED 8Y: EH • SHEET NO. TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect KEY PLAN SPACE #1540 LEVEL I OF 3 A300 USG SUSPENED DRYWALL CE ILING 6 A201 l SALES AREA (F -I A� ( 11 I 11 EI Y Ilk A300 INSTALL 5 /8" 'X' GYP. BD TO BACKSIDE OF MALL BULKHEAD TO MAINTAIN I HOUR FIRE SEPARATION BETWEEN MALL COMMON AREA AND STOREFRONT (IF NOT EXISTING). VESTIBULE ■ <F -4} + -11111111+ + I + + STOREFRONT SECTION AT ENTRY DOORS SCALE: 1 1i2 = v -o - I N mld9 _ 1• LEA MALL < T -I > BULKHEAD 6 w —IN <T -I> 3/4" X 3/4" GLEAR ANODIZED ALUMINUM REVE INSTALLED BETV NEUTRAL PIER A BULKHEAD SOFF STOREFRONT DE MALL BULKHEAD di • 15' -0 1/2" AFF B LS SHOULD BE EEN LANDLORD'S ND VERTICAL ITS AND TENANT'S SIGN. MALL LIGHT CO VE BEYOND • 13' - 5/8" AFF e 3/4 "x 3/4" WHITE METAL REVEAL, TYP. WHITE ALUMINUM SIGN PANEL BY SIGN VENDOR INTERNALLY ILLUMINATED, FLUOR. CABINET SIGN; LIT ACRYLIC LETTERS WITH POLISHED STAINLESS STEEL, 21' 11 COACH FADE BY SIGN VENDOR VESTIB Cam? 10' -0" AFF G.G. TO ENSURE METAL FRAMING IS COORDINATED WITH DEPTH OF SIGN FOR PROPER INSTALLATION SEE STRUCTURAL DRAWINGS FOR STOREFRONT FRAMING DETAILS 1/2" CLEAR TEMPERED GLAZING, TYP. GYP. BD CEILING, FAINTED <P -l> MALL COMMON AREA LANDLORD NOTE: • ALL STOREFRONT DESIGN MUST BE INDEPENDENT SUPPORTED FROM THE MALL STRUCTURE. LANDLORD'S MALL BULKHEAD GAN ONLY BE USED FOR LATERAL SUPPORT. • TENANT 15 TO SUPPLY 5/8" TYPE X GYP. BD. ON TENANT'S SIDE OF LANDLORD BULKHEAD AT STOREFRONT AND PROVIDE RATING AS REG PER CODE. TENANT LEASELINE 1/2" CLEAR TEMPERED GLAZING, TYP. 2" X 4" WHITE ALUMINUM TUBE BASE <P -5> I" WHITE REVEAL BOTTOM ONLY <P -5> TOP OF STOREFRONT • 12' -0 3/8" AFF 1J 1 NOTE: SEE STRUCTURAL DRAWINGS FOR STOREFRONT FRAMING DETAILS INSTALL % /8" 'X' GYP. BD TO BACKSIDE OF MALL BULKHEAD TO MAINTAIN I HOUR FIRE SEPARATION BETWEEN MALL COMMON AREA AND STOREFRONT (IF NOT EXISTING). USG SUSPENED DRYWALL CEILING 6 A201 SALES AREA c SCALE: 11/2" _ _11 + + D I SPLAY WINDOW F -I + + ± + + + 10" + + STOREFRONT SECTION AT D15PLAY WINDOW MALL BULKHEAD 3/4" X 3/4" CLE ALUMINUM REVE INSTALLED BETW NEUTRAL PIER A 3/4 "x 3/4" WHITE METAL REVEAL, TYP. 6 A300 WHITE ALUMINUM SIGN PANEL BY STOREFRONT VENDOR 1/2" CLEAR TEMPERED GLAZING, TYP. DISPLAY TRACK LIGHTING IN RECESSED LIGHT TROUGH GYP. BD CEILING, PAINTED <P -1> MALL COMMON AREA TENANT LEASELINE 1/2" CLEAR TEMPERED GLAZING, TYP. <P 4> MALL BULKHEAD BEYOND • IB' -O 1/2" AFF MALL LIGHT COVE • 13' -7 5/8" AFF R ANODIZED LS SHOULD BE EN LANDLORD'S D VERTICAL BULKHEAD SOFFITS AND TENANT'S STOREFRONT DESIGN. TOP OF STOREFRONT • 12' -0 3/8" AFF SOFFIT • 10' -O" AFF WAENNE.D FOR CODE. G0Mp APP ROVE R - 3 2a it. I VISION AP 010 2" X 4" WHITE ALUMINUM TUBE BASE <P -5> F -4 MAR 21200$ 1 12_ TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 54th STREET NEW YOR(, NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERS /LICENSED ARCHITECT UNDER THE LA 0% THE STATE OF 10, ATM I N TON WA ARCHI L REG. No:4306 SHEET NO. T FRED .L,2 It NiCllik -1. TRUCAF ICO • 5 TATE O.-WASHINGTON SHEET TITLE: KEY FLAN COACH PROJECT LOCATION: IAIESTF I ELD SOUTH C NTE 607 SOUTHGENTER MALL SUITE #1540 SEATTLE, 1NA clS1 SS SPACE NO. 1540 AREA: 2,Sg0 SF STOREFRONT SECTIONS PROJECT NO. 70443 SCALE: AS NOTED SPACE #1540 LEVEL I OF 3 DATE: 01 -25 -08 DRAWN BY: PN REVIEWED BY: BH A301 IO -2S -O7 REVIEW AND ESTIMATE 11 -01 -07 PRELIM. LANDLORD REVIEW 12 -II -07 PERMIT 4 LANDLORD REVIEW A 12 -21 -07 LANDLORD COMMENTS A 01 -23-08 TENANT COMMENTS USG SUSPENED DRYWALL CE ILING 6 A201 l SALES AREA (F -I A� ( 11 I 11 EI Y Ilk A300 INSTALL 5 /8" 'X' GYP. BD TO BACKSIDE OF MALL BULKHEAD TO MAINTAIN I HOUR FIRE SEPARATION BETWEEN MALL COMMON AREA AND STOREFRONT (IF NOT EXISTING). VESTIBULE ■ <F -4} + -11111111+ + I + + STOREFRONT SECTION AT ENTRY DOORS SCALE: 1 1i2 = v -o - I N mld9 _ 1• LEA MALL < T -I > BULKHEAD 6 w —IN <T -I> 3/4" X 3/4" GLEAR ANODIZED ALUMINUM REVE INSTALLED BETV NEUTRAL PIER A BULKHEAD SOFF STOREFRONT DE MALL BULKHEAD di • 15' -0 1/2" AFF B LS SHOULD BE EEN LANDLORD'S ND VERTICAL ITS AND TENANT'S SIGN. MALL LIGHT CO VE BEYOND • 13' - 5/8" AFF e 3/4 "x 3/4" WHITE METAL REVEAL, TYP. WHITE ALUMINUM SIGN PANEL BY SIGN VENDOR INTERNALLY ILLUMINATED, FLUOR. CABINET SIGN; LIT ACRYLIC LETTERS WITH POLISHED STAINLESS STEEL, 21' 11 COACH FADE BY SIGN VENDOR VESTIB Cam? 10' -0" AFF G.G. TO ENSURE METAL FRAMING IS COORDINATED WITH DEPTH OF SIGN FOR PROPER INSTALLATION SEE STRUCTURAL DRAWINGS FOR STOREFRONT FRAMING DETAILS 1/2" CLEAR TEMPERED GLAZING, TYP. GYP. BD CEILING, FAINTED <P -l> MALL COMMON AREA LANDLORD NOTE: • ALL STOREFRONT DESIGN MUST BE INDEPENDENT SUPPORTED FROM THE MALL STRUCTURE. LANDLORD'S MALL BULKHEAD GAN ONLY BE USED FOR LATERAL SUPPORT. • TENANT 15 TO SUPPLY 5/8" TYPE X GYP. BD. ON TENANT'S SIDE OF LANDLORD BULKHEAD AT STOREFRONT AND PROVIDE RATING AS REG PER CODE. TENANT LEASELINE 1/2" CLEAR TEMPERED GLAZING, TYP. 2" X 4" WHITE ALUMINUM TUBE BASE <P -5> I" WHITE REVEAL BOTTOM ONLY <P -5> TOP OF STOREFRONT • 12' -0 3/8" AFF 1J 1 NOTE: SEE STRUCTURAL DRAWINGS FOR STOREFRONT FRAMING DETAILS INSTALL % /8" 'X' GYP. BD TO BACKSIDE OF MALL BULKHEAD TO MAINTAIN I HOUR FIRE SEPARATION BETWEEN MALL COMMON AREA AND STOREFRONT (IF NOT EXISTING). USG SUSPENED DRYWALL CEILING 6 A201 SALES AREA c SCALE: 11/2" _ _11 + + D I SPLAY WINDOW F -I + + ± + + + 10" + + STOREFRONT SECTION AT D15PLAY WINDOW MALL BULKHEAD 3/4" X 3/4" CLE ALUMINUM REVE INSTALLED BETW NEUTRAL PIER A 3/4 "x 3/4" WHITE METAL REVEAL, TYP. 6 A300 WHITE ALUMINUM SIGN PANEL BY STOREFRONT VENDOR 1/2" CLEAR TEMPERED GLAZING, TYP. DISPLAY TRACK LIGHTING IN RECESSED LIGHT TROUGH GYP. BD CEILING, PAINTED <P -1> MALL COMMON AREA TENANT LEASELINE 1/2" CLEAR TEMPERED GLAZING, TYP. <P 4> MALL BULKHEAD BEYOND • IB' -O 1/2" AFF MALL LIGHT COVE • 13' -7 5/8" AFF R ANODIZED LS SHOULD BE EN LANDLORD'S D VERTICAL BULKHEAD SOFFITS AND TENANT'S STOREFRONT DESIGN. TOP OF STOREFRONT • 12' -0 3/8" AFF SOFFIT • 10' -O" AFF WAENNE.D FOR CODE. G0Mp APP ROVE R - 3 2a it. I VISION AP 010 2" X 4" WHITE ALUMINUM TUBE BASE <P -5> F -4 MAR 21200$ 1 12_ TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 54th STREET NEW YOR(, NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERS /LICENSED ARCHITECT UNDER THE LA 0% THE STATE OF 10, ATM I N TON WA ARCHI L REG. No:4306 SHEET NO. T FRED .L,2 It NiCllik -1. TRUCAF ICO • 5 TATE O.-WASHINGTON SHEET TITLE: KEY FLAN COACH PROJECT LOCATION: IAIESTF I ELD SOUTH C NTE 607 SOUTHGENTER MALL SUITE #1540 SEATTLE, 1NA clS1 SS SPACE NO. 1540 AREA: 2,Sg0 SF STOREFRONT SECTIONS PROJECT NO. 70443 SCALE: AS NOTED SPACE #1540 LEVEL I OF 3 DATE: 01 -25 -08 DRAWN BY: PN REVIEWED BY: BH A301 I 12 MILLWORK NOTES 1. THIS DRAWING IS FOR REFERENCE ONLY, REFER TO MILLWORKERS SHOP DRAWINGS FOR FABRICATION a COORDINATION. GA5HWRAP FRONT ELEVATION SCALE: GASHWRAP FLAN SCALE: 1" = 1' -O" i ll! � I .�..�...� �.,,� /�.m� / I L .1 SCALE: 11 = 1 1 1 " // 1" q 7" 8 311 8 J GASHWRAP SECTION ALIGN 1) -o I' SCALE: 2' -4" 3' -1" 2' -I I8" N- 1 " :I- m ALIGN GASHWRAi' SECTION 3" 8 SCALE: _L/- 1 " 11 FIXED WRITING SURFACE (ADA REQUIREMENT) PULL OUT TRAY DEBIT GARD KEYPAD ,5"], 3' -1" 1" Y I R MAR 21 2008 G/W SIDE ELEVATION SHEET TITLE: REVIEWED SY: SHEET NO. TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 - 0222 F (973) 692 - 0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 54th STREET NEV' YOR(, NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAV S OF THE STATE OF W HINGTQN WA ARCH I T:i�1 RAL • Cam. No :4306 12 -11 -07 12 -21 -07 01 - 23 - OS PERMIT * LANDLORD REVIEW LANDLORD COMMENTS TENANT GOMMENTS mu le MIN IM ' Mill Egrifils agar MOM r N Ytl KEY PLAN SPACE #1540 LEVEL I OF 3 COACH PROJECT LOCATION: INESTFIELD SOUTHGENTER 6o1 SOUTHGENTER MALL SUITE #1540 SEATTLE, 1NA cl.5155 SPACE NO. 1540 AREA: 2,5GO SF GASH WARP AGGE551BLE PROJECT NO. 70443 SCALE: AS NOTED DATE: 01 -25 -08 DRAWN EY: FN EH X400 7 8' -112" 8I-1 11 ," t I " tY) -_ ---- 1— - ._ 7 i 1 1 I 1 _ 1 I 1 - -- -- -- - t_ 0 O 0 2' -108" 3. 2' -108" 3 ' - I 12 MILLWORK NOTES 1. THIS DRAWING IS FOR REFERENCE ONLY, REFER TO MILLWORKERS SHOP DRAWINGS FOR FABRICATION a COORDINATION. GA5HWRAP FRONT ELEVATION SCALE: GASHWRAP FLAN SCALE: 1" = 1' -O" i ll! � I .�..�...� �.,,� /�.m� / I L .1 SCALE: 11 = 1 1 1 " // 1" q 7" 8 311 8 J GASHWRAP SECTION ALIGN 1) -o I' SCALE: 2' -4" 3' -1" 2' -I I8" N- 1 " :I- m ALIGN GASHWRAi' SECTION 3" 8 SCALE: _L/- 1 " 11 FIXED WRITING SURFACE (ADA REQUIREMENT) PULL OUT TRAY DEBIT GARD KEYPAD ,5"], 3' -1" 1" Y I R MAR 21 2008 G/W SIDE ELEVATION SHEET TITLE: REVIEWED SY: SHEET NO. TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 - 0222 F (973) 692 - 0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 54th STREET NEV' YOR(, NY 10001 SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAV S OF THE STATE OF W HINGTQN WA ARCH I T:i�1 RAL • Cam. No :4306 12 -11 -07 12 -21 -07 01 - 23 - OS PERMIT * LANDLORD REVIEW LANDLORD COMMENTS TENANT GOMMENTS mu le MIN IM ' Mill Egrifils agar MOM r N Ytl KEY PLAN SPACE #1540 LEVEL I OF 3 COACH PROJECT LOCATION: INESTFIELD SOUTHGENTER 6o1 SOUTHGENTER MALL SUITE #1540 SEATTLE, 1NA cl.5155 SPACE NO. 1540 AREA: 2,5GO SF GASH WARP AGGE551BLE PROJECT NO. 70443 SCALE: AS NOTED DATE: 01 -25 -08 DRAWN EY: FN EH X400 PREVIOUS DESIGNATION STUD SIZE I(MIN) IN4 5(MIN) INS 3 -5/8" X 18 GAUGE 362S200-43 0.710 0.389 6" X 18 GAUGE 600S162 -43 2.316 0.767 FILLET WELDS > 5/16" X REF. NOTE 4 FIELD WELDING TRACK SECTIONS I(MIN) IN4 S(MIN) IN3 SINGLE PASS FILLET WELDS C 5/16" X REF. NOTE 4 3-1/2" X 18 GAUGE 350T150 -43 0.574 0.255 6" X 18 GAUGE 600T150 -43 1.868 0.534 10" X 16 GAUGE 1000T200 -54 11.278 2.256 ITIN CONTINUOUS (3) PERIODIC (3) COMMENTS SHOP WELDING (2) SINGLE PASS FILLET WELDS < 5/16" X REF. NOTE 4 FILLET WELDS > 5/16" X REF. NOTE 4 FIELD WELDING SINGLE PASS FILLET WELDS C 5/16" X REF. NOTE 4 FILLET WELDS > 5/16" X REF. NOTE 4 LIGHT GAUGE METAL FRAMING WELDING X 2 3 4 6 7 8 9 12 5. 10 . 11. DRAWING INDEX S100 GEN. STRUCTURAL NOTES AND DRAWING INDEX S200 FLOOR PLAN S201 REFLECTED CEILING PLAN 5300 STOREFRONT ELEVATION AND SECTIONS S400 MISCELLANEOUS DETAILS S500 CEILING DETAILS STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE DRAWINGS INTO THEIR WORK. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. CODE REQUIREMENTS: CONFORM TO THE 2006 INTERNATIONAL BUILDING CODE (IBC). TEMPORARY CONDITIONS: THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND /OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND /OR SEQUENCES. CONTRACTOR'S CONSTRUCTION AND /OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. EXISTING CONDONS; ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. DESIGN CRITERIA; DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 2006 IBC. WIND: INTERIOR SEISMIC: 5 PSF Sos= 0.854, Sol =0.781 SPECIAL INSPECTION SPECIAL INSPECTION WILL BE PROVIDED BY THE G.C. BASED ON THE REQUIREMENTS OF THE 2006 IBC AS SUMMARIZED IN THE TABLE BELOW. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS. SPECIAL INSPECTION PROGRAM ESTABLISHED PER 2006 IBC SECTION 106, 108 & CHAPTER 17 PROGRAM FOOTNOTES: 1 - THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH 2006 IBC CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 2. SPECIAL INSPECTION I5 NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER IBC SECTION 1701.7. 3. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION (IBC 1701.6.1). PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE. 4. ALL WELDS SHALL BE VISUALLY INSPECTED. SUBMITTALS; SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: STRUCTURAL STEEL AND STEEL STUDS. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE STRUCTURAL ENGINEER. DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS, INCLUDING: WINDOW WALL, AND ALL OTHER GLAZING SYSTEMS SHALL BEAR THE SEAL AND SIGNATURE OF AN ENGINEER REGISTERED IN THE STATE OF WAHSINGTON AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE 2006 IBC. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION. GENERAL STRUCTURAL NOTES STRUCTURAL STEEL; STRUCTURAL STEEL SHALL BE: ASTM A36 ASTM A500, GRADE B (FY =46 ksi) CHANNELS, PLATES AND ANGLES. HOLLOW STRUCTURAL SECTIONS (TUBES) DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" WITH "COMMENTARY" AND THE "CODE OF STANDARD PRACTICE ", WITH EXCEPTIONS NOTED IN SPECIFICATIONS. BOLTS SHALL CONFORM TO THE ASTM SPECIFICATION FOR A325 OR A490, HIGH STRENGTH BOLTS. ALL FAYING SURFACES SHALL BE PREPARED AS REQUIRED FOR CLASS A OR BETTER SLIP— CRITICAL JOINTS. WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION (WPS) AS REQUIRED IN AWS D1.1 AND APPROVED BY THE STRUCTURAL ENGINEER. THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE FILLER —METAL MANUFACTURER. ALL COMPLETE — JOINT — PENETRATION WELDS FOR NON— LATERAL FORCE RESISTING ELEMENT CONNECTIONS SHALL BE MADE WITH FILLER —METAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT —LBS AT 40' F. WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM, UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. FOR MEMBERS AND CONNECTIONS THAT ARE PART OF THE LATERAL FORCE RESISTING SYSTEM, DISCONTINUITIES CREATED BY ERRORS OR BY FABRICATION OR ERECTION OPERATIONS, SUCH AS TACK WELDS, ERECTION AIDS, AIR—ARC GOUGING, AND FLAME CUTTING, SHALL BE REPAIRED AS REQUIRED BY THE STRUCTURAL ENGINEER. STEEL STUDS; STEEL STUDS SHALL BE C —STUDS WITH A MINIMUM YIELD OF 33,000 PSI FOR 18 AND 20 GAGE, AND 50,000 PSI FOR 12, 14 AND 16 GAGE. STUDS SHALL BE OF THE SIZE, GAGE, AND SPACING SHOWN ON THE DRAWINGS. MINIMUM SECTION PROPERTIES SHALL BE AS FOLLOWS. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ADEQUATE FOR DEVELOPMENT OF THE FULL MOMENT CAPACITY OF THE STUDS. FOR LOAD— BEARING STUDS, TRACK SHALL BE OVERSIZE TO PROVIDE FULL STUD BEARING. SCREWS SHALL BE ELCO DRIL —FLEX #10 (ICBO 4780), HILTI KWIK —FLEX (ICBO 4780), OR APPROVED. WELDING SHALL CONFORM WITH AWS D1.3. STUDS SHALL COMPLY WITH THE STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA) REQUIREMENTS AND ICBO ES EVALUATION REPORT NO. 4943. REVIEWE f SCE Ply COVE C° ®v�D APPS APR "3 TN Cri Of Tub ► IVO 10 MAR 21 2008 SCALE: SHEET NO. TRICARICO 4 1S Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tri carico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 34th STREET NEW YORK, NY 10001 CONSULTANTS Consulting Engineers 111 SW 5th Avenue Suite 250D Portland, Oregon 97204 503 - 227 -3251 1 EXPIRES 10.24 -08 12 -11 -07 01 -23 -08 SHEET TITLE: PERMIT AND LANDLORD REVIEW TENANT COMMENTS KEY PLAN COACH PROJECT LOCATION: INESTFIELD SOUTHGENTER 633 SOUTH GENTER SUITE #1540 SEATTLE, I A 181 SS SPACE NO. 1540 AREA: 2,390 SF GEN. STRUCTURAL NOTES AND DRAY'IING INDEX PROJECT NO. 70443 DATE: 12-11-07 DRAWN BY: WH REVIEWED BY: GM S100 SPACE #1540 LEVEL 1 OF 3 2 3 4 5 6 8 7. 9. 10 . 11 . 12. EXISTING STRUCTURAL CROSS BRACING TO REMAIN TYP. DO NOT DAMAGE MALL CORRIDOR MOBILE STOCK ROOM SHELVING BY OTHERS EE PLATFORM FRAMING ABOVE 600S200 -43 © 16" o.c. ADJACENT TENANT J ADJACENT TENANT FLOOR PLAN 1 /4 " =1' -0" EXISTING STRUCTURAL CROSS BRACING TO REMAIN TYP. DO NOT DAMAGE (E) 5" SLAB —' ON GRADE w/ #4 018" o.c. EACH WAY r- 1 MEZZANINE OVER TOILETS PLAN 1/2"=1 1 NOTE: REF. S400 FOR TYPICAL WALL FRAMING DETAILS HS S 4x4xY4 MALL COMMON AREA BOX HEADER FROM (2) 1 000S200-54 �OX HEADER FROM HSS 4x4xY4 (2) 1000S200 -54 MAR 212008 1 1 1 Fl �I SCALE: OWNER COACH 516 WEST 34th STREET NEW YORK, NY 10001 SHEET NO. TRICARICO di Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 --0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect CONSULTANTS Consulting Engineers 111 SW 5th Avenue Suite 2500 Portland. Oregon 97204 503- 227 -3251 1 EXPIRES 10.24.08 n 12 -11 -07 01 -23 -08 PERMIT AND LANDLORD REVIEW TENANT COMMENTS KEY PLAN SPACE #1540 LEVEL 1 OF 3 COACH PROJECT LOCATION: NESTF I ELP SOUTH CENTER 633 SOUTH GENTER SUITE #1540 SEATTLE, WA gS188 SPACE NO. 1540 AREA: 2,390 SF SHEET TITLE: FL.00S FLAN PROJECT NO. 70443 DATE: 12-11-07 DRAWN BY: WH REVIEWED BY: GM S200 2 3 5 7 9 4. 6. 8. 10. 12. J8 MALL CORRIDOR 1 x CO w SUSPENDED ACOUSTICAL CEILING IN STORAGE AREA REF. 1/S500 FOR DETAIL REF. ARCH. FOR CEILING ELEVATION (E) W27x146 OVERHEAD ADJACENT TENANT (E) W24x68 OVERHEAD ADJACENT TENANT E W24x94 OVERHEAD (E) 3" LIGHT WT. CONC. TOPPING ON VERCO W3 FORMLOCK 20GA. METAL DECK EXISTING STRUCTURAL CROSS BRACING TO REMAIN TYP. DO NOT DAMAGE (E) W24x68 OVERHEAD OVERHEAD FRAMING PLAN 1/4"=1-0" REFLECTED CEILING PLAN 1/4"=I-0" LiJ w 0 1) x (D W W24x94 OVERHEAD - ro x co W (E) W18x40 OVERHEAD cc w 0 X Lj 1 f 1 } 1 MALL COMMON AREA SUSPENDED DRYWALL CEILING IN SALES AREA REF. 3/S500 FOR DETAIL REF. ARCH. FOR CEILING ELEVATION i; #oIo EVIEWED FOR CODE COMPLIANCE AP PROVED PPR - 3 NOB Of Tuloilla BUILD1N MAR 21200R PE 'a: SCALE: SHEET NO. TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 34th STREET NEW YORK, NY 10001 CONSULTANTS Consulting Engineers 111 SW 5th Avenue Suite 2500 Portland, Oregon 97204 503- 227 -3251 1 EXPIRES 10-24-08 12 -11 -07 01 -23 -08 SPACE NO. 1540 SHEET TITLE: PERMIT AND LANDLORD REVIEW TENANT COMMENTS KEY PLAN REFLECTED CEILING PLAN PROJECT NO. 70443 DRAWN BY: WH REVIEWED BY: GM S201 SPACE #1540 LEVEL 1 OF 3 COACH PROJECT LOCATION: VMESTF I LLD SOUTH CENTER 633 SOUTH CENTER SUITE #1444 SEATTLE, WA ci8188 AREA: 2,390 SF DATE: 12-11-07 2 3 4 5 6 7 9 ATTACH TRACK TO BEAM w/ #10 SCREWS 6" o.c. TYP. 362T150 -43 © 16" o.c. TYP. U.N.O. HSS 6x4x BUILT —UP BOX HEADER FROM (2) 10005200 -54 ADJACENT TENANT STEEL STOREFRONT FRAMING REF. PLAN NOTE: ELEVATION SHOWN FLAT FOR CLARITY l + + ++ I l + + ++ STOREFRONT FRAMING DETAIL 1 " =1' -0" REF. ARCH. FOR FINISH 600T150 -43 SIGNAGE BY OTHERS REF. ARCH. HSS 6x4x 6 ---600S162-43 © 16" o.c. SCREW TO SIDE OF ADJACENT STUD w/ #10 SCREWS © 6" o.c. 5x5x12GA.xCONT. BENT PLATE OR AS REQ. TO ATTACH GLAZING AND EXTERIOR FINISHES ATTACH PL TO HSS BEAM w/ (2) 0.145 "0 LVF © 6" o.c. BUILT —UP` BOX HEADER FROM (2) 1000S200 -54 362T150 -43 © 16" o.c. TYP. U.N.O. E , ATTACH TRACK TO BEAM w/ 0.145 "0 LFV © 6" o.c. TYP. MALL WALKWAY LANDLORD BULKHEAD TO REMAIN UNDISTURBED UNDERSIDE OF MALL BULKHEAD \ UNDERSIDE OF MALL LIGHT COVE REF. ARCH. \ TOP OF STOREFRONT REF. ARCH. UNDERSIDE OF VESTIBULE REF. ARCH. EXISTING NEUTRAL PIER TO REMAIN UNDISTURBED, TYP. BOTH SIDES. T.G.C. TO PATCH & REPAIR AS REQ'D_ 1a r.....,....R.. ADJACENT TENANT STOREFRONT FRAMING DETAIL 1 " =1' -0" "REF. ARCH. FOR FINISH 6005 162 -43 © 16" o.c. SCREW TO SIDE OF ADJACENT STUD w/ #10 SCREWS © 6" o.c. 600T150 -43 HSS 6x4x 5x5x12GA.xCONT. BENT PLATE OR AS REQ. TO ATTACH GLAZING AND EXTERIOR FINISHES ATTACH PL TO HSS BEAM w/ (2) 0.145 LVF © 6" o.c. MAR 21 2008 8. 10. 11. 12. OWNER COACH 516 WEST 34th STREET NEW YORK, NY 10001 12 -11 -07 01 -23 -08 COACH PROJECT LOCATION: V4ESTF I ELD SOUTH CENTER 833 SOUTH GEMTER SUITE #1540 SEATTLE, 1ALA c18188 SPACE NO. 1540 AREA: 2,390 SF SHEET TITLE: STOREFRONT ELEVATION ANI7 SECTIONS PROJECT NO. 70443 SCALE: DATE: 12-11-07 DRAWN BY: WH REVIEWED BY: GM SHEET NO. TRICARICO dill Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.corn Nicholas J. Tricarico, Architect CONSULTANTS Consulting Engineers 111 SW 5th Avenue Suite 250D Portland, Oregon 97204 503-227-3251 1 EXPIRES 1044.08 PERMIT AND LANDLORD REVIEW TENANT COMMENTS KEY PLAN S300 SPACE #1540 LEVEL 1 OF 3 2 3 4. 5 6 7 8 HSS COL. CONT. -- TO DECK @ SIM. REF. 11/5400 FOR CONN. AT TOP 3 A6" COL. CAP AT LOCATIONS WHERE COL. ENDS UNDER BULKHEAD (5) 0.145 "o LVF EACH SIDE TRIM BOX HEADER FLANGES TO EXTEND WEB OF HEADER OVER HSS COL. HSS COL. REF. PLAN (E) FLOOR DECK 3 /� 5" COL. CAP 3 /16 /16 % "O THRU BOLT PL Y4x4x0' -4" w/ 2" SLOTTED HOLE HSS POST — — REF. PLAN NOTE: 1. DO NOT DAMAGE EXISTING JOIST 2. PROVIDE (2) CONNECTIONS PER COLUMN (E) METAL DECK (E) WIDE FLANGE 3 " =1-0" 3625162 -43 BRIDGE SPANNING BETWEEN JOISTS #10 SCREWS — EACH END (TO LOCK BRIDGE INTO PLACE) (E) WF 11 3 " =1' -0" 7 — 1 -- -, - S ECTI O N A -A 3x3x18GA. BENT PLATE w/ (2) #10 SCREWS INTO BOX HEADER AND (2) 0.145 "o LVF INTO HSS COL. TOP WHERE APPLICABLE AND BOT. EVERYWHERE 1/8 NOTE: ADDITIONAL FRAMING NOT SHOWN FOR CLARITY BOX HEADER TO COLUMN CONNECTION 16 16 TOP OF POST CONNECTION BUILT UP BOX HEADER FROM (2) 10005200 --54 PL Xx3xQ w/ (2) Z —CLIP AND (2) #10 SCREWS PRE Z —CLIP (PROVIDE NON —SKID SURFACE AGAINST (E)OWJ) (E) WF PL )x2x0' -7" SHIM OR BLOCK TIGHT TO PREVENT BRIDGE FROM MOVING NOTE: REF. 2/5400 FOR CONNECTION AT BOTTOM OF WALL. L 2 -12 \% " - --_--362T150-43 ATTACHED TO BRIDGE w/ #10 SCREWS @ 12" o.c. LIGHT GAUGE FRAMING REF. PLAN WALL BRACING PARALLEL TO DECK 1"=1 0 HSS4x4 POST REF. PLAN HSS BEAM (2) IDES). y TIP. 4 BASE PL Yax8x0' -8" w/- (2) Yz" o HILTI KB3 w/ 24" MIN. EMBEDMENT ( SIDES} TYP. L4x4xY4x0' -3" ,. — - TYP. BOTH SIDES RETURN TOP AND BOTTOM TYP. HSS BEAM w/ Y4" CAP PL (2) SIDES TYP. y4 / y4 1 3"=1 POST BASE NOTE: ADD'L. FRAMING NOT SHOWN FOR CLARITY. 3 " =1' - Q" TYP. BOTH SIDES 3 /1 NOTE: ADD'L. FRAMING NOT SHOWN FOR CLARITY. 3 " =1' - 0" tj 2" TYP. MAX. CNI POST TO BEAM CONNECTION V / MAX. HSS POST (REF. 11/S400 FOR TOP OF POST CONN.) PL Y4x4x0' - " Y4 CAP PL HSS BEAM ERECTION BOLT AS REQ'D. .Y4" PL BOTH SIDES SKEW PLATES AS REQ'D. BEAM TO BEAM CONNECTION t Th (E) WALL 'INDEXED ENDS' FOR PUNCH —OUT ALIGNMENT SOLID BEARING REQUIRED AT STUD END (TOP AND BOTTOM) 'INDEXED ENDS' FOR PUNCH —OUT ALIGNMENT SOLID BEARING REQUIRED AT STUD END (TOP AND BOTTOM) 3625162 -54 ® 16" o.c. NOTE: REF. ARCH. FOR ELEVATION TYPICAL STUD TO TRACK CONNECTION N.T.S. 1"=I-0" TYPICAL DOUBLE STUD N.T.S. I I I I I I I I I 1 , I I I I I I I I I I I I I I I I I I I I I I I I I I I I TOILET ROOM FRAMING S200 (1) #12 SCREW AT BOTH SIDES S200 S200 TYP. 1Y2" AT 18" o.c. OPTIONAL 1)x4 -16 GA. STRAP EACH SIDE @ 18" o.c. w/ (2) #12 SCREWS (2) #12 SCREWS AT BOTH SIDES - 18GA. BENT PL w/ (2) #10 SCREWS EACH INTO TRACK AND JOIST TYP. EACH END )" PLYWOOD w/ #10 SCREWS @ 4 O.C. EDGE AND 12" o.c. FIELD 3625162 -54 @ 16" o.c. 6005200 -43 @ 16" o.c. ACOUSTICAL CEILING TILE REF. ARCH. WALLS TO BE SHEATHED IN Y2" (MIN.) GYP. BOARD w/ #10 SCREWS @ 4" o.c. EDGE AND 4" o.c. FIELD BLOCK ALL HORIZ. JOINTS 0 4 NOTE: NOTCH FIXTURE BLOCKING AS REQ'D. TO FIT AROUND BENT PLATE. #10 SCREW EA. END (TO LOCK BRIDGE INTO ,i [LACE) (E) WIDE FLANGE BEAM 362T150 -43 w/ (2) #10 SCREWS AT EACH VERT. STUD TYP. TOP AND BOTTOM NOTE: 1. REF. ARCH. FOR WALL AND CEILING FINISHES. 2. DO NOT DAMAGE EXISTING JOIST. 3. PROVIDE TYPICAL LATERAL BRACING @ 48" o.c. REF. 3/5400 FOR DETAIL. 3 /4" 34" 4 T2 2 L1)x2x18GA. X" LESS THAN STUD WIDTH w/ (4) #12 SCREWS REQUIRED '1 NOTE: BRACING TO OCCUR AT THIRD POINTS FOR ALL STUD WALLS. (4) #10 WOODSCREWS LENGTHS TO MATCH THICKNESS OF FIXTURE MINUS )16" (DO NOT PENETRATE FIXTURE) .�a FIXTURE BY OTHERS FIXTURE ANCHOR 3 " =1' -0" TYPICAL 3 " =1' -0" 34" 4 tu- S200 WALL FINISH REF. ARCH. 18GA. BENT PLxO' -3" w/ (2) #10 SCREWS INTO WALL STUD (MIN. OF (2) PLATES PER UNIT) cn w cw � X U LL _ - 3625162 -33 @ 6' -0" o.c. LOCATE IN HIGH FLUTE OF DECK ABOVE 3625162 --43 �@ 16" o.c. COLD ROLLED TRACK D6,55ito ... " - -3 5 /e" SLIP TRACK ATTACH TO EACH STUD w/ (2) #10 SCREWS 0.145"O HILTI X —DNI LVF @ 16" o.c. . AI WALL BRACING\ c a t , cori vto - 1 3 pp8 ppR 2120118 PE 3Ptid l ? Ias � 1 TYPICAL STUD WALL LATERAL BRACING ATTACHMENT N.T.S. S200 9. 10. 11 . 12. B D TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 34th STREET NEW YORK, NY 10001 CONSULTANTS Consulting Engineers 111 SW 5th Avenue Suite 2500 Portland. Oregon 97204 503- 227 -3251 1 EXPIRES 10-24 - 12 -11 -07 01 -23 -08 PERMIT AND LANDLORD REVIEW TENANT COMMENTS KEY PLAN SPACE #1540 LEVEL 1 OF 3 COACH PROJECT LOCATION: NESTFIELD SOUTHGENTER 633 SOUTH CENTER SUITE #1540 SEATTLE, Y' A q51 SS SPACE NO. 1540 AREA: 2,390 SF SHEET TITLE: MISCELLANEOUS DETAILS PROJECT NO. 70443 SCALE: DATE: 12-11-07 DRAWN BY: WH REVIEWED BY: GM SHEET NO. S400 SIZE MAX. HEIGHT Y2" x 22 GA. 3' -0" 3 /4 " x 22 GA. 4' -3" 1" x 20 GA. 5' -0" 1Y4" x 20 GA. 7' -0" 1Y2' x 20 GA. 8' -6" 2" x 20 GA. 11' -6" 2Y2" x 18 GA. 14' -6" 3" x 18 GA. 17' -3" 3Y2" x 16 GA. 23' -3" 2 3 4 5 6 7 8 9 10 . 12. (E) METAL ' DECK 1 (E) WF,= NOTE: DO NOT DAMAGE EXISTING JOIST #1D SCREW EACH END (TO LOCK BRIDGE INTO PLACE) (E) WF 3"=1 COMPRESSION PIPE STRUT SIZE SCHEDULE COMPRESSION PIPE STRUT SIZE SCHEDULE SECTION A -A A T S500 SHIM OR BLOCK TIGHT } TO PREVENT BRIDGE \ FROM MOVING #12 SCREW 8GA. WIRE 3625162 -43 7....... „------ BRIDGE SPANNING BETWEEN JOISTS �8GA. WIRE KICKER CONNECTION DETAIL 1 c ; - ‘4 9 ,9 Coy 9 t b DWono •0 co NOTES: 1. VERTICAL STRUT MAY BE STEEL STUD, BLACK IRON, EMT CONSTRUCTION TYPES OR OTHER APPROVED GOOD FOR CONSTRUCTION. REF. 4/S500 FOR COMPRESSION STRUT SIZES. 2. REF. 2/S500 FOR BRACING DETAIL. N.T.S. DRILL 5 f32" HOLE FOR A" BOLT AND LOCK NUT AFTER CEILING IS LEVELED (4) DGA SPLAY WIRES AT 45° 12 GAGE © 12' -0" c.c. MIN. BOTH DIRECTIONS MAIN RUNNER N.T.S. EMT COMPRESSION STRUT TIGHT TO STRUCTURE ABOVE. COMPRESSION STRUT REVD. AT EACH SEISMIC RESTRAINT 12' -0" o.c. EACH WAY. REF. 4/5500 FOR COMPRESSION STRUT SIZES. SUSPENSION SYSTEM FOR GYPSUM BOARD CEILING AS MANUFACTURED BY USG INTERIORS. MAIN TEE HEAVY DUTY 1 916" USG #RMX12 GYPSUM BOARD N.T.S. z NOTE: REF. 2/S500 SIM. FOR BRACING DETAIL. 8 GA. VERT. WIRE HANGER @ 8' -0" o.c. MAX. EACH WAY TYP. (REF. 5/S400 FOR ATTACHMENT TO (E) STRUCTURE) CEILING PANELS TYP. SUSPENDED A.C.T. CEILING 8 GA. HANGER WIRE 3 /4" E.M.T. COMPRESSION STRUT AT EACH SEISMIC CONNECTION 4' —O" o.c. EACH WAY TIGHT TO STRUCTURE ABOVE EMT NOTCH INTO MAIN RUNNER REF. 4/S500 FOR STRUT SCHEDULE. SEISMIC LOCKING PIN CROSS TEE (1Y2" CROSS CHANNEL AT SIM.) SUSPENDED CEILING BRACING ANCHOR TO TOP OF STEEL FRAMING OR PANEL POINT OF TOP CHORD OF JOISTS 8 GA. VERT. HANGER WIRE EMT SLEEVE TO ACCOMMODATE STRUT DRILL 932" HOLE FOR X" BOLT AND LOCK NUT AFTER CEILING I5 LEVELED (4) DGA SPLAY WIRES © 45° 1Y2" CROSS CHANNEL HEAVY DUTY USG #RCX4 SUSPENDED DRYWALL CEILING S201 MAR 21 2008 H. .,c I FEF SHEET TITLE: SCALE: SHEET NO. TRICARICO • Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 34th STREET NEW YORK, NY 10001 CONSULTANTS EMI Consulting Engineers 111 SW 5th Avenue Suite 2500 Portland, Oregon 97204 503 -227 -3251 1 EXPIRES 10 - 24.08 12-11-07 01 -23 -08 PERMIT AND LANDLORD REVIEW TENANT COMMENTS KEY PLAN SPACE NO. 1540 CEILING 1ETAILS DRAWN BY: WH PROJECT NO. 70443 REVIEWED BY: GM S500 SPACE #1540 LEVEL 1 OF 3 COACH PROJECT LOCATION: YIESTF I ELD SOUTH CENTER 6,33 SOUTHCENTER SUITE #1540 SEATTLE, WA 88188 AREA: 2,390 SF DATE: 12-1 1 -07