Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D08-013 - WESTFIELD SOUTHCENTER MALL - LADY FOOTLOCKER - TENANT IMPROVEMENT
TTYYN aLu\IaDllLLrlos VOE 2T3}IDOZL003 AUYI 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 -013 Occupant /Tenant: LADY FOOTLOCKER Building Address: 304 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: 45 6 2a Is DA‘E THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 304 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: LADY FOOTLOCKER Address: 304 SOUTHCENTER MALL , TUKWILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: MARTHA MARTIN Address: 1327 POST AV, STE H , TORRANCE CA 90501 Phone: 310 328 -6300 X 104 Contractor: Name: LOCKABY ENTERPRISES LLC Address: 10925 N GANTENBEIN , PORTLAND OR 97217 Phone: 503 - 890 -6143 Contractor License No: LOCKAEL961JH DESCRIPTION OF WORK: NEW TENANT IMPROVEMENT doc: IBC -10/06 Citylk Tukwila • DEVELOPMENT PERMIT Value of Construction: $140,000.00 Fees Collected: $2,575.20 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 * * continued on next page ** Permit Number: D08 -013 Issue Date: 03/31/2008 Permit Expires On: 09/27/2008 Expiration Date: 02/13/2009 D08 -013 Printed: 03 -31 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Signature: doc: IBC -10/06 City (*Tukwila O Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End 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 L Permit Number: D08 -013 Issue Date: 03/31/2008 Permit Expires On: 09/27/2008 Date: ' I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the ormance of wor . I . authorized to sign and obtain this development permit. v J 1� -L✓( S evt /i-� (� Print Name: L Date: 3- 3` O) 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 -013 Printed: 03 -31 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 304 SOUTHCENTER MALL TUKW LADY FOOTLOCKER 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 0 Permit Number: Status: Applied Date: Issue Date: D08 -013 ISSUED 01/08/2008 03/31/2008 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: 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. 9: 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. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: 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 doc: Cond -10/06 D08 -013 Printed: 03 -31 -2008 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. 16: ** *FIRE DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 19: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 20: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 21: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 22: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 23: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 24: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 25: 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) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 nun) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 28: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having doc: Cond -10/06 D08 -013 Printed: 03 -31 -2008 • 0 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 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 m section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 29: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: 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) 31: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 32: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 33: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 34: All new sprinkler systems and all modifications to existing 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) 35: 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. 36: Local U.L. central station supervision is required. (City Ordinance #2051) 37: 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) 38: 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) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: 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) doc: Cond -10/06 D08 -013 Printed: 03 -31 -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 42: 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. 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 44: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: 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 -013 Printed: 03 -31 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: • 0 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 Print Name: /4'W? P S 0 L" t (�- 1l� doc: Cond -10/06 D08 -013 Date: 3-3/ o �- ordinances governing or local laws regulating Printed: 03 -31 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: LADY FOOTLOCKER 1: ** *BUILDING DEPARTMENT CONDMONS * ** • 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 304 SOUTHCENTER MALL TUKW PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -013 ISSUED 01/08/2008 03/31/2008 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: 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. 9: 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. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: 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 doc: Cond -10/06 D08 -013 Printed: 06-05 -2008 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. 16: ** *FIRE DEPARTMENT CONDITIONS * ** • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 19: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 20: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 21: Extinguishers shall be located in conspicuous locations where they will be readily accessible and inunediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 22: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 23: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 24: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 25: 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) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 28: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 nun) high with the principal strokes of the letters not less than 0.75 inch (19.1 rnm) wide. The word "EXIT" shall have letters having doc: Cond -10/06 D08 -013 Printed: 06 -05 -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.cidukwila.wa.us a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 29: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: 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) 31: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 32: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 33: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 34: 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 greater than 4 ft. wide. 35: 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) 36: 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) 37: 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. 38: Local U.L. central station supervision is required. (City Ordinance #2051) 39: 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) 40: 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) 41: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. doc: Cond -10/06 D08 -013 Printed: 06-05 -2008 • O City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 42: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 43: 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) 44: 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. 45: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 46: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 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 -013 Printed: 06-05 -2008 • 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: doc: Cond -10/06 D08 -013 Date: ordinances governing or local laws regulating Printed: 06-05 -2008 JAN /04 /2008 /FRI 05:30 PM Site Address: SCU CQr e r Tenant Names La cl TT) )c Y Property Owners Name: tfi el e_ rov vor ail on Mailing Addxess :I4{%" 4imv ft oI wllsht vt1. Lvs ArigeIQs r4 cion7 City Statc Name: • , a t(C k G MaH-on C Day Telephonc:'�l O •3Zi) . (05 X4" • Mailing Address:I3z \ �Q_Ave.- ?� I ` U , "COY Yra h cA otos 0.1 City state Zip >r -Mail AddressIti NM I MPe Pt•2n'Q _ Fax Ntllxtber: .3 2-b .1 I L4 r ���1►.q�►� {oX.litlot>nr E °i. Alrt•IFm0.►r�.fP� ;a nor) �lumbaii�aua�S ►`�.t�PitSitif*,fn...`�'?).: < .. -: .. '. _ ... Company Name Mailing Address: CITY OF TUKWILA Community Development Department Public Works Deportment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hair; 'u ,1 :J.CLlTti ril(E!ril,ra+ Applications and plans must be complete in order to be accepted for plan review. Applications will not be acceptedthrough the mail or by fax. **Please Print ** • FAX No. :v hp do conract. kr jtie uniUa re9ttl ,tgi a 1szrtict[ :' Contact Person: E -Mail Address: Contraotor Registration Number: :- ikt, t pb►n8 mast b� t sram/S�w[ lba i f Company Name: T AM r~°5 M. 14 A M 1 (, L i A IA Mailing AddreseF VC-€( Dr . SU I 11 0 Contact Person: bra nd d n 'Renfro titi E -Mail Address: Company Natne: M` C2-e to i I en i n caeri n MailingAddress•1 50 &raokcsLerig p ^l \Appti mtlaaaTamiu.Aprdimtioiu On i4i 634.006 - Ytrait Apnllmdh' oa AoviMJ. 9.7004 Fh tot ei�4 r c�- Stec P. 002 King Co Assessor's Tux No._. (.9 i0 "`fi ( Suite Number: I0 Floor: I New Tenant: ❑ Yes D..No Zip City Day Telephone: Fax Number: Expiration Date: l r� ► h -15n TK Zip Day Telephone: q . `11 q • ()y LO VYl Fax Number: q 7 2 • - 1 (' . V ? bz Inc• _ cl • UL --er v1I to G rt q 30 City Slntc Zip Contact Person: Luck v �Y see lay Telephone: q I"1. ; l t • -2 -32 3 E -Mail Address: Fax Number_ �� Pays 1 orb • r s y ` :,, E*imiti $ AntI.ttttrlteui6tl4: AJditiJn t t trhn ?' "%bblietnitc : e : YYtie 01 : ' '':' C.utslnKL un • p' r ;, ?` :LB(. Zhtitpauc par' . r1:1•;IF3t. ,: - , 1leu- • Zl 4 6 , Z 1t4�� i� i Al • 1 , Aac :fAli $trfisWI's~' ' olAvlt+Id G ?mjx s S ' +e r, ■ Mil ,trpt lirtl Ca i arf .; &tcllPrl i.`` F Dec + ;;• U,�raowbA ' _ JAN /04 /2008 /FRI 05:31 PM Valuation of Project (contractor's bid price): $ 14a Ot7D Scope of Work (please provide detailed information): 1 id MD • Will there be new rack storage? [S1.�...Yes FAX No. P. 003 Existing Building Valuation: $ ❑.. No If yes, a separate pcnnit and plat submittal will be required. PLANNING DIVISION: N/A Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overlumgs greater than 18 inches)._ "Fos on Accessory dwelling, provide the following: Lot Aron (stj ft): floor arta of principal dwelling: Floor arca of accessory dwelling: 'Provide do umennati Tai shoats 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 bo a change in use? ❑....... Yea j ..._.. No If"yos ", explain: VRE PROTECTION44AZARDOUS MATERIALS: 5, Sprinklers ❑ Automatic Pere Alarm ❑ . ❑ ..,...,Other (spaafy) Will there be storage or use of lyamotabte, combustible or hu2ardout materials in the building? ❑ Yes e No If "yes . attach 1tsl of materials and aramge !ocaaiores ar a separate 8 -1/2" s 11" paper Including quamitier i md ))arena! Safety Data Sheers. SEPTIC SYSTEM ❑ On - site. Septic System - For on -site septic system. pmvide 2 copies of a currant septic design approved by King County Ilealth Department. tee :'•1p,+NadimvU .1pldioai On 1iud1 • Pc,nil APPfi�E�. dm !United: 9 Pao 2 of 6 JAN /04 /2008 /FRI 05:31 PM Scope of Work (plea% provide detailed information); Water biStrlet ❑ ...Tukwila 0 .,.Water District 11125 ❑ ...Water Availability Provided Sower l)isirrct J...Tukwila ❑ ...Sewer Uso Ceoiticate 0 ...Total Cut cubic yards ❑ ...Total 1911 _ cubic yards ❑ ...Pertnanent Water Mover Site... ❑ -.Temporary Water Motor Size .- ❑ ...Water Only Mater Size ❑...Sewer Mein Extension. ....... --Public ❑ ...Water Main Extension Public - ❑...ValVuo ❑..Menton ❑...Set cr Availability Provided ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Trutk ❑ -.Cap or Remove Utilities ❑ .. Curb Cot 0.-Frontage Improvements ❑ .. Pavement Cut ❑ ,.. rraftc Control ❑ .. Looped Fire Line ❑ ..,Backfow Prevention - Fire Protection irrigation Domestic Water Q• Atr,JicuWo�Fo+m.- Applie 4010 OA lin.3 -10114 • Pvmil ApplD 5*L•3 4 9-3A FAX No, O P. 004 Call before you Dig: 1800 - 1245555 Please rcfer.IO Publ,ic.Wor1;., BullehYit#i! forte upd gSiha- lie sheet. ❑ -- Ilighlinc ❑ .. Work in Flood Zone ❑ .. Storm Druinagc ❑ ._ Renton ❑ .. Seattle Septic System_ ❑ On -site Septic System - For on -site septic system. provide 2 copies of a current septic design approved by King County Health Department. Submitted pith Application (mark bores which. aptd : 1:...Civil Plats (Maximum paper Since- 7,2° x 34 ") ❑ ...Technical Information Report (Stonti Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ -. insurance ❑ .. I?asornwrt(s) ❑ .. Maintenance Agrectnatt(s) Proposed Activilessmark boxes that applyl: 0.. Right-of-way Use -Nonprofit for less thmt 72 hours ❑ -. Right -o -way Use - Profit for loss than 72 hours ❑ ...Right - of - way Use - No Disturbance ❑ .. Right- of-way Use - Potential Disturbance ❑ . ,.Conslruation/ExcavatiotuFil1 Right- of - way Non Right -of -way WOf WO WO fl O.-Deduct Water Meter Size Private Private ❑._Trnfrio lmpaotAna} sis 0..,1 Harmless - (SAO) ❑..,}cold }larmless - (12OW) ❑ .. Grease Interceptor .. Chunneli?rstion ❑ ..Trench Exottvotion ❑ .. Utility Underg onnding FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Nydrant(s) 0 Water ❑ ..,Sower ❑ -Sewage Treatment Monthly Service Billing to: Name: Mailing Address: - RnfundBillinfi; Name: Mailing Addre s: Day Telephone: City Size Zip Day Telephone: City Act.: Zip Page 3 of 6 4./raiCT '(�e: :.:,. .. Qtr. - Unit TA . , Qtr : . ••Unit.Typer -, . (llt BOf1oi/Cotupressor.. Ql� .. Furnacc<100K BTU , NA Dandling Unit 10,II((J CEM /V//A-1 Fi r0 Damper ' ® 0-3 HP /100.000 BTU N / a Pura :tee .. J uuh. I3TU Evaporator Cooler • Dittlisei /1 3 -15 HP'500.000 BTU Floor Fu mace Ventilation Pan Connected to Single Duet Therruoxtat 2 - 15-30 HP I lift.li00 BTU Suspended/Wall/Floor Mounted Fk trr Ventilation System Wood/Gas Stove NA 30=50 HP /1,750,000 BTU Appliance Vent Uoodand Duct Emergency penetrator /r i 1 / 504- HP /1,750,00013THP/1,750,00013T1.1 Repair or Additiiyi to Heat/Rettig/Cooling System 1ncigzrater - DhaUYSta: , Other Mechanical Equipment. 6/1/X Air Handling Unit • . lo.0uil CFM t1 Incinerator - Comm/Ind JAN /04 /2008 /FRI 05:32 PM r • FAX No, Itd1CHAN1CAL CONTRACTOR INFORMATION' Company Name: TOP Mailing Address: Use: Residential: New ❑ Replacement .... ❑ Co imam ial: New .... RP Replacement .... ❑ P. 005 City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Conlrtictor Registration Number. Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 15; MO Scope of Work (please provide detailed information): / NIA/ /1V4#jj d Sy5� �i S//Al/1 T ,vA-ur s4/ /vp b v' t% r ' — GA/4X K • I 5 / «.' Fuel Tvpe: Electric .,, -.IN Gas... -❑ Other: Indicate type of mechanical work baths installcd and the quantity below: V:'v1pplicationMenuwApplienicar An tlneu -30 -Pamir Aindicadtk,.do. lieu{ Kt 1.7006 DA rngc 4 of 6 __ _ , ,O(V ,-7. ' EY.': ..1.1*iiire ' .. .: ' :' ..;...."...;",'':. Ol'..:t.7 : ....". 1. "..- 1 0 Ous piping outlets N1 Bathtub or combination bath.shower , Net Drinking fountain or vcater Gooier (per head 1. Wash fountain Bidet Food-waste grinder. comnlettiel IV/ Receptor. nu:41Tel (Joule, wasuac. domestic Ploor ttrain i Stake Dental utut. cos idor Dishwasher, domestic.. with independent drain Shower_ sin , . hei. 10 ) Lavatory . Ihinalz; Water Closet 1 Building sewer or trailer pink :zones Rain water systein — per diain (ioside buittling) / 114 Water heater ;and Or veal 1 Additional medical tzus iillots'ooneis — Si x. Cif 111Ore — industrial waste pretreatment interceptor, including its trap and VOW- except for kitchen typo grease interceptor , Repair or alteration of water piping u nd!or nnter tatting equipment 1 Repair or oh iation of drainage o vent piping / Al A tvletilail gas piping system serving ono to five inleistoutlets for specific gas JAN/04/2008/FRI 05:32 PM • FAX No. 11141118INg AND.GAS rellsc rErtmit motorte PLUMBING AND GAS PIPENG CONTRACTOR INFORMATION Company Name: Mailing Address: (Y`ApplictdiuwArenze-Applitwitus Lint•13•2006 • rumilApplintion.doc Rovisod: gloa ------- /V A tures and/or gas piping outlets being installed and the qwmtity below: Ingrit Sole P. 006 4 4' City Contact Person: Day Telephone: E-Mail Address: lax Nouribor: Contractor Registration Number Expiration Date: Valuation of Plumbing work (contractor's bid pricc) S Valuation of Gas Piping work (contractor's bid price): S Scope of Work (please provide detailed information): - rEtvitArt m f ('/ 7:4/187' &DM J oi.ma04- /j/m/' filpie/Eb 0 rein. Building Use (per Intl Building Code): Xr7;111 - 5 1/45 .5 Occupancy per Intl Building Code): ucAdritt LJliliy Purveyor Water: 1' S ewer Page 5 ti JAN /04 /2008 /FRI 05:32 PM • e,. ik . . e td #hts 1 lrca�ranl V auto of Construction — In all casts_ a value of construction amount should he entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with currant fee schedules. Expiration of Plan Review - Applications for which no permit is issued within I80 days following the date of application shall expire by limitation. Buildina end Mechanical Permit The Building Official may grant ono or more extensions of time for additional periods not exceeding 90 days eneh. The extension shall be requested in writing and justifiable cause do tin 1mted. Section 1053.2 International Building Code (currentodition). Plumbing Permit The Building Official may grant one oxtension of tinro for an additional period not exceeding ] days. The extension shall be requested in writing and justifiable cause demonstnned. Section 103.43 Uniform Plumbing Code (current edition). 1 HEREBY CERTIFY THAT t HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE= UNDER PENALTY OF PERJURY }3Y THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Signature: 0 Print Na Moiling dress: R /h- , A,hIGG , A'A tt:NppR,vnon.WOn.•Applirotivu Oa wae,3•1oOd • Pawn Appfiouioo.Joa Ravi.ut 940011 b4 FAX No. alliy - a of wa& Day Telephone: heY /N4" Date;: P. 007 //i/off 772-7/1 7X 76dS"2 State lip Page 6 of6 Parcel No.: 6364200010 Address: Suite No: Applicant: LADY FOOTLOCKER Receipt No.: R08 -02101 Initials: WER User ID: 1655 Payee: TRANSACTION LIST: Type Method doc: Receiot -06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 304 SOUTHCENTER MALL TUKW MARKET CONTRACTORS Payment Cash Descriptio ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 ]RECEIPT Amount 60.00 Total: $60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 06/13/2008 09:08 AM Balance: $0.00 Current Pmts 60.00 D08 -013 ISSUED 01/08/2008 03/31/2008 3620 06/13 9711 TOTAL 118.00 Printed: 06 -13 -2008 Parcel No.: 6364200010 Address: Suite No: Applicant: LADY FOOTLOCKER Receipt No.: R08 -01968 Initials: JEM User ID: 1165 Payee: 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 304 SOUTHCENTER MALL TUKW MARKET CONTRACTORS TRANSACTION LIST: Type Method Descriptio Payment Cash PLAN CHECK - NONRES 000/345.830 RECEIPT Amount ACCOUNT ITEM LIST: Description Account Code 120.00 Current Pmts 120.00 Total: $120.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $120.00 D08 -013 ISSUED 01/08/2008 03/31/2008 Payment Date: 06/05/2008 04:17 PM Balance: $0.00 3341 06 /06 9711 TOTAL 120.00 doc: Receipt -06 Printed: 06-05 -2008 Receipt No.: R08 - 00984 Initials: WER User ID: 1655 Payee: LOCKABY ENTERPRISE 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 Parcel No.: 6364200010 Permit Number: D08 -013 Address: 304 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/08/2008 Applicant: LADY FOOTLOCKER Issue Date: TRANSACTION LIST: Type Method Descriptic Amount Payment Check 2110 1,562.50 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts Payment Amount: $1,562.50 Payment Date: 03/31/2008 02:25 PM Balance: $0.00 1,558.00 4.50 Total: $1,562.50 0 -•5.1 n ?.71 TOTAL L. \i`k doc: Receipt-06 Printed: 03 -31 -2008 Receipt No.: R08 -00055 Initials: JEM User ID: 1165 Payee: EXPRESS PERMITS ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City �f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //wwv.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D08 -013 Address: 304 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 01/08/2008 Applicant: LADY FOOTLOCKER Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 10667 1,012.70 Account Code Current Pmts 000/345.830 1,012.70 Total: $1,012.70 Payment Amount: $1,012.70 Payment Date: 01/08/2008 11:04 AM Balance: $1,562.50 6967 01/08 9710 TOTAL 1012.70 doc: Receiot -06 Printed: 01 -08 -2008 COMMENTS: Type of Inspection: !-I IV A ■ -;% 1 n1 - . ?",)/,,Nir Date Called: .) C� i. Al'VN1C, - AN II. 4 Date Wanted: 7. 2L/ (, ) �. (.s.; 8 - 4 ��) /s/,-.¢` Requester: Phone No: P y/ n ,,-1 I a i ( r , .ti .- L ^ 1 I P ok.) / 'cv Project: L ,v/ t r ail /L,a a K F • Type of Inspection: !-I IV A ■ Address: 3 -/ 41 el 1 I Date Called: Special Instructions: Date Wanted: 7. 2L/ Ci Ca:nf m. Requester: Phone No: Dab- o13 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 -36 al Approved per applicable codes. El Corrections required prior to approval. �l0 REINSPECTION F�E REQIOIRED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: / aj « Type of Inspection: T -k.i Address: If Date Called: Special Instructions: Date Wanted: / a.m. m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Va- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 ❑ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: FA. at 1' 514 Ai- rr- Inspector: Date: ? / q_ . El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Proje t , 9 ' � �Jl�lC[ Type Inspection: 2 F .© C /� //l/ 6, Address � , 9// Date Called: Special Instructions: Date Wanted: 7 . l j - Qo a . pm� Requester: Phone 35_0 _ 4/6 8V 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 7 4 A pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: LJ $60.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: .416041M:elm ...._e.. - 2- .a.. Project: 414 1O� 7 ( .- Type of Ilpsectign: —.Z.-- G�/ \. Address: lay /77.4 // Date Called: Special lnstructions: Date anted: O 4 Requester: Phone No: 5 --'.5 °, ^9e291/ INSPECTION NO. COMMENTS: p/ Inspector: Receipt No.: INSPECTION RECORD Retain a copy with permit 4 7,a,1e.s \ n rA.VI Date:4 Date: 606 - ©/5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. 2-7 0 ❑ $60. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid -t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . :4 Proje t: c l7'G �C�f� r Type Inspection: 7, S NI k 4i /.v Ad ess: Date Called: Special Instructions: Date Wanted: • a. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION - v PERMIT O. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 •(206)431 -36Z0 COMMENTS: e t-424-A % Q i D 0 £& Inspector: r ate t, Zig Approved per applicable codes. Corrections required prior to approval. EJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: , 'c �o �, -leev� of Inspection: riogni vee. Address: 3 C / ,, -, q/ / Date Called: Special Instructions: Date Wanted 4 —40 a Requester: Phone No: UST - j - ..6 — L/6 d V INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 COMMENTS: c 94.4.),L e 0 tg- Li Approved per applicable codes. Corrections required prior to approval. Inspector: _'° Date (48501tr5 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: / ate 1�iewo 6J ,A4.3, E 0 , OAS PLaA.s. S A 1 a ti /60 4 .-41 ,.,L op t` , ` 7/ Date Called: Spe .. cial Inns Date Wanted: O 417, r^ Requester: Project: r - 2 / �; Jit'er-d of Type of 1 ection: 4 ,T,, "VC , ` 7/ Date Called: Spe .. cial Inns Date Wanted: O 417, r^ Requester: P pae-N - 8 -4'6t L/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit z ) 8 -O/ 3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. J J Corrections required prior to approval. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Inspector: 'C Date: t_ Oa Date: &.eq. 6,414111a....,14Stsk Project: d 4 �� W/ �� Lr e , Type of Inspection: �+`� � ' ✓ e sr i � // Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No s - e3: s, - 4/6g 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. ❑ Corrections required prior to approval. COM M ENTS p /A Inspector: Date: G. U El $60.04 ' INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid • 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: Proj t: r Type of Ins ection: A1r s ni /91 Date Called: Special Instructions: Date �Dlant • - 49 1 a.m. Requester: Phone No: L _535 - g0 , ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ?M De.444 /s4 a/41 /S Inspector: `y 'Date: ,n i.,))0,-0/ 3 oe ri $60.0 R SPECTION FEE REQUIRED. Prior to inspection, fee must be paid 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: .e•� 40. ..E -_ 0/ . -_ Project: / �cul� L ` /''6o T t cket Types Inspection: .- b eet4 9',/7 Address: /ea 1/ Date Called: Special Instructions: Date Wanted: f / / d . // p.m. Requester: Phone No: b3 351 Vb I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ca 0/3 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,)f4 Pte. - coo 41e 7f it cant eA_ lo/ ,e .; reef )r'ir)f 7 s%reti40I ✓i Or Date: Inspector: $60.0;r EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: L4d. fto f 1 0 ck 4 'v Type of Inspection: Fi hq J 1 Address: S sc. A4 q J I Suite #: Contact Person: i-1 k. G 4x-4 Special Instructions: Phone No.: Needs Shift Inspection: y Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: :.,eF'v-+- 4 '.. d.], ct4 F. �P'+3. 1 .. •':d.:au,�rt^�p.^3kS.PP'Y,'"a .' ... -� 3 Approved per applicable codes. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKW][LA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 rd.p m if:..R�2. lil'i.. al :L* . ?k....a yn�" «C '"� D01 PERMIT NUMBERS 444 Andover Park East. Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: C Inspector: Date: 7 - t 4 - ,D r 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 ti Project: I- A v 7,004 eg_ Type of Ins ection: i c-k Monitor: Address: - 0 L' Suite #: S S. c , "1'1,ArL C_ Con ct P rson: _ Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: g -Approved per applicable codes. ■ INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Word/Inspection Record Form.Doc 1/13/06 og -s - g.3s" 1)(39- 013 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. COMMENTS: e k � ©� g-licsS— OK, T Inspector: /AI Sys/ Date: 7/ fig Hrs.: $80.00 REINSPECTION FLEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Departtnent. CaII to schedule a reinspection. T.F.D. Form F.P. 113 Project: 1,1 c004 oc., Type of Insp ion: Address: 3 q Suite #: 5. c. ,v, ,Z Co ct Pers n: _ Special Instructions: Phone N .: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: ..---- Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Do 013 og -5 - 335" PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 roved per applicable codes. I I Corrections required prior to approval. COMMENTS: p PILO s 0/00 htiee acid q- $>�-- l l ao mp J -a-0 1 Inspector. "/y /1/ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department: Call to schedule a reinspection. Date: +la /2e)(a e Hrs.: 1 Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 r ms� Ks ' azari & ASSOCIATES, INC. June 20, 2008 Mr. Roger Toth Market Contractors, LTD 10250 NE Max Street Portland, OR 97220 Dear Mr. Toth, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION RF( F' /E® I I IN 3 0 20081 RE: Special Inspection Lady Foot Locker Tukwila, WA .)UNITY U LOPL1 ENT KA No. 066 -08161 Permit No. D08 -013 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on June 11, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, ICRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08161 DFR Template as.Kra7a1 & Associates, Inc. Superintendent /Representative: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 6 -I1- O � PROJECT # " DIN-(2-C PROJECT: t—Vi F O 0 't` I O cher LOCATION: 3 D 4 SOv -"cer 'J m°"l1 KRAZAN PROJECT MANAGER: tc" E G U _ S fie- 2 re pest +0 e erFor1M Shec �- -rlS'eeCk■t•J O F. �' r -- C t^ ec, kq.-a L3 \-1^ C.-v /44 rct C +o r o< ),Id re..,rtet)J-ed �► v r e O∎te,d (' 66.1S. 1501 Field Report.dor Q \7Ser4e �' t o e ,e— / s l t: i-ikrac,'t`or Glea,.! ir614) 11 o to S Ct Niel (7 S S`, vA9S0� E 1 ). G o o k 7•I e. w E�Ce . 3 - 3 - t o , � 1rDcA �,.� ,� 1�, vsn% ;1%M7 lnA 1 o Inn b e M e04 $ a a 1 O l -t- O �v e er l otA .e_ c i c- i coA ; u .J 4 er c-1 Equipment/Asset Number(s): To the best of my knowledge, the abo AS NOT performed in accordance with the approved plans, specifications, and regulatory requirerrs. FIELD REPORT NO: 8 212 9 CONTRACTOR: YYlgrl &± Co•i JURISDICTION: 1 U K W t 1 lq PERMIT #: TJ V 0 INSPECTOR: TO e. ( J i J awl WEATHER: (' \/er Cgt S �' TEMP: 4 S clan: Serving the Western 'united States Revision I Effective Date: 5/23/05 Thc information provided on this report is prepared for the exclusive use of the client. This report may not he reproduced in any format without the written permission of the client and Krazan & Associates. GREG RILEY PROFESSIONAL ENGINEER Structural En • ineerin • Shelvin • Calculations Pre F.f C p ` T:r . ou "°tea*' . F, . STRUCTURAL ENGINEERING CONSULTANTS 25115 AVENUE STANFORD SUITE B125 SANTA CLARITA CA 91355 TELE: 661 .287.5800 FAX: 661 .287.5855 E - MAIL: ileypea,aol.com WWW.STRUCTURALCONSULTING.COM Prizm Architects 580 Decker Drive Suite 170 Irving, Texas 75062 Project: Lady Footlocker Store # 46171 Seismic Shelving Calculations South Center Mall Space #1560 304 Southcenter Mall Tukwila, Washington 98188 Engineer of Record: Greg Riley, PE Washington P.E. # 36245 Project Engineer: Greg Riley, P.E. ; ter, GR Job Number: 08 -029 APRIL 17, 2008 EV S N 9 ared For: REVIEV C ODE COMPLIANCE APPROV RECEIVEr APR 2 8 Z008 PERMIT CENTEI 013 a ■ S / / // is //,//1!! A z ' ' / //t/< ,' / / / /%ii / ■ \ ;/;': /% /i /./'/ J ' • ■ FRONT Light Duty Shelving SIDE 1 This light duty storage rack shall comply with 2006 IBC Chapter 22, Section 2210 Steel = 36,000 psi Anchors = (2) 1/4" dia. x 2 " -min. embedded Hilti Kwikbolt 3 per ESR 1385 Bolts = A307 Base Shear, V, per 2006 IBC Section 1621.1.4 Live Load per Shelf = 100 lbs. V = 1.1 Wp /1.4 =0.79 Wp Note: 1.4 is the working stress reduction factor WDL = 10 lb /level W = 100 lb /level x 0.67 per 2007 CBC 1622.3.4.2 = 67# /level # of level = 3 V = 0. 8(3x 77 #)= 185 # - -- seismic shear per frame Shear Distribution Level W +LL) h W F 1 77 8 616 8 # 2 77 56 4312 57 # 3 77 120 9240 120 # 810# 1 = 14,168 185 # Note: The seismic shear is distributed evenly thru 3 moment resisted beams V 185 # /2 =93# Mcor(1) = V cor x h = 93# x 3 in = 279 #-in M cot(2) = (V — Fi) x h 2 = (93 —8) x 56 / 2 = 2308 #-in M col(3) = (V — Fi) x h 2 = (93 — 57) x 120 / 2 = 2160 #-in Moment Connection MCONN(3) = 2160 #-in / 2 = 1080 #-in McoNN(2) = (2308 +2160) / 2 = 2234 #-in McoNN(]) = (279 +2308) / 2 == 1293 # -in 2 NOTE: There are beams on both sides of T -Posts and This is the reason that M coI(,op) + M co!(bo,) 24# 145# 2 45 72 .5# 540# 1386# .5 540# 39# McoL. (2) McoL. (3) McoL. (3) McoL. (2) McoL. (I) Back Shelving Check DBL Rivet Beam Connection: Try 1/4" 0 rivet @ 2" Area = 0.049 " F = 55,000 psi Since the frame is assumed to resist the seismic loads as a moment resisting frame. The capacity of the rivet beam connection shall be determined. MCONN = 2234 #-in Van = 0.4 x F x Area x 1.33 Van = 0.4x 55x 0.049x 1.33x 10 = 1433# M = Van x d = 1434 x 2" = 28674-in > 2234 # -in - -- o. k. ALL. McoNN. 3 Level W hx Wx hx F (Trans) MOT X 1.25 1 77 3 231 1.5 5.6 2 77 27 2079 13 450 3 77 51 3927 25 1603 4 77 75 5775 37 3469 5 77 99 7623 49 6044 6 77 120 9240 60 9000 Use 1 /4" QS rivet @ d = 2" to rivet beam o. k. Overturning Analysis (Static Units) Live Load per level = 100 lb x 0.67 < -- 2.66 x w x d x h x 3 lb / # of levels Dead Load per level = 10 lb System if 4 ft x l ft x 12 ft # of levels = 6 with 6 levels. Width of rack = 12 " Seismic Distribution Fully Loaded 4 Use 28875 1' u �, - 20572 #in — (77 #x6levels) x 6 - 419 # p f 12 "x2 legs 185 lb. Try (2) 1/4" o x 2" embed Ramset /Redhead Wedge Anchor Allowable Tension = 565 lbs /bolt Allowable Shear = 420# /bolt (419 # /565 #) + (185 #/420 #) _= 1.18 < 1.0 x 1.33 ok (1) 1/4"o Hilti Kwik Bolt x 2" min. embed. req 'd. per Base plate ESR -1372 (Table 7) 20572in -lb. 1 REPORTTM ICC Evaluation Service, Inc. www.icc- es.orq DIVISION: 04— MASONRY Section: 04081 — Masonry Anchorage REPORT HOLDER: HILTI, INC. 5400 SOUTH 122 EAST AVENUE TULSA, OKLAHOMA 74146 (800) 879 -8000 www.us.hilti.com HiltiTech Engta'�,us.hilti.com EVALUATION SUBJECT: KWIK BOLT 3 MASONRY ANCHORS 1.0 EVALUATION SCOPE Compliance with the following codes: • 2006 International Building Code (IBC) • 2006 International Residential Code (IRC) • 1997 Uniform Building CodeTM (UBC) Properties evaluated: Structural 2.0 USES The Kwik Bolt 3 (KB3) Masonry Anchor is used to resist static and transient seismic and wind tension and shear loads in uncracked, grout - filled concrete masonry. The anchor system is an alternative to cast -in -place anchors described in Section 2107 (ACI 530) of the IBC and Section 2107.1.5 of the UBC. The anchor systems may also be used where an engineered design is submitted in accordance with Section R301.1.2 of the IRC. 3.0 DESCRIPTION The Kwik Bolt 3 expansion anchors consist of a stud, wedge, nut, and washer. The stud is manufactured from carbon or stainless steel material. The carbon steel Kwik Bolt 3 anchors have a 5 pm (0.0002 inch) zinc plating. The anchor is illustrated in Figure 1 of this report. The wedges for the carbon steel anchors are made from carbon steel, except for all ' / (6.4 mm) lengths and the 3 / -by -12 -inch, 1- inch -by -6 -inch, 1- inch -by -9 -inch and 1- inch -by -12 -inch (19.1 mm by 305 mm, 25 mm by 152 mm, 25 mm by 229 mm, and 25 mm by 305 mm) sizes, which have AISI 316 stainless steel wedges. All carbon steel components are zinc-plated. The' / , 5 / 8 -, and 3 / diameter(12.7,15.9, and 19.1 mm) carbon steel Kwik Bolt 3 and ors are available with a hot - dipped galvanized plating complying with ASTM A Copyright © 2007 Business/Regional Office • 5360 Workman Nb1I Road, Whither, Cafifomia 90601 • (562) 699 -0543 Regional Office • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 599 -9800 Regional Office • 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 • (708) 799 -2305 where: P = P = VS = V = 'Corrected May 2007 ESR -1385* Reissued January 1, 2007 This report is subject to re- examination in two years. 153. The studs, nuts and washers of the 304 and 316 stainless steel Kwik Bolt 3 anchors are also made from stainless steel. All 304 stainless steel, 316 stainless steel, and hot - dipped galvanized Kwik Bolt 3 anchors use 316 stainless steel wedges. The stud consists of a high - strength rod threaded at one end. The standard Kwik Bolt 3 has a thread length equal to or less than three bolt diameters, while the Long Thread Kwik Bolt 3 has a thread length greater than three bolt diameters. The tapered mandrel has an increasing diameter toward the anchor base, and is enclosed by a three - section wedge that freely moves around the mandrel. In the vertical direction, the wedge movement is restrained by the mandrel taper at the bottom and by a collar at the top of the mandrel. When the anchor nut is tightened, the wedge is forced against the wall of the predrilled hole to provide anchorage. 4.0 DESIGN AND INSTALLATION 4.1 Design: Minimum embedment depth, edge distance, and spacing requirements are set forth in Table 1. Allowable stress design tension and shear loads are as noted in Tables 2 and 3. Allowable loads for Kwik Bolt 3 anchors subjected to combined shear and tension forces are determined by the following equation: (P + (V)V,) s 1 Applied service tension load (Ibf or N). Allowable service tension load (Ibf or N). Applied service shear load (Ibf or N). Allowable service shear load (Ibf or N). 4.2 Installation Requirements: Kwik Bolt 3 shall be installed in holes drilled into the base material using carbide - tipped masonry drill bits complying with ANSI B212.15 -1994 or where permitted by the tables, Hilti Matched - Tolerance Diamond Core Bits. The nominal drill bit diameter shall be equal to that of the anchor. The drilled hole shall exceed the depth of anchor embedment by at least one anchor diameter to permit over - driving of anchors and to provide a dust collection area. The anchor shall be hammered into the predrilled hole until at least six threads are below the fixture surface. The nut shall be tightened against the washer until the torque values specified in Table 1 are attained. 4.3 Special Inspection: Special inspection shall be provided in accordance with Section 1704 of the IBC or Section 1701 of the UBC when design loads are based on special inspections being provided lE REPORTS" are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement ofthe subject ofthe report or a recommendanon for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to anyfinding or other matter in this report. or as to any product covered by the report. um .,s,.eme A.q,.m t„m,ic, aunrranw Page 1 of 4 Page 2 of 4 during anchor installation, as set forth in Tables 2 and 3. Special inspection in accordance with Section 1704 of the IBC shall be provided under the IRC when special inspection is specified in Tables 2 and 3. The code official shall receive a report, from an approved special inspector, that includes the following details: 1. Anchor description, including the anchor product name, nominal anchor and bolt diameters, and anchor length. 2. Hole description, including verification of drill bit compliance with ANSI B212.15-1994 or the Hilti specification for matched tolerance diamond core bits, hole depth, and cleanliness. 3. Installation description, including verification of masonry compressive strength, and verification of anchor installation and location (spacing and edge distance) in accordance with Hilti's published installation instructions and this report. 5.0 CONDITIONS OF USE The Kwik Bolt 3 Masonry Anchors described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Anchor sizes, dimensions, and installation shall comply with this report and Hilti's published installation instructions. 5.2 Allowable tension and shear loads shall be as noted in Tables 3 through 14 of this report. 5.3 Calculations and details demonstrating compliance with this report shall be submitted to the code official for approval. 5.4 The use of anchors shall be limited to installation in uncracked grout filled concrete masonry. Cracking occurs when f f, due to service loads or deformations. 5.5 Design of Kwik Bolt 3 Masonry Anchors installed in grout - filled concrete masonry to resist dead, live, wind and earthquake load applications must be in accordance with Section 4.1 5.6 When using the basic load combinations in accordance with IBC Section 1605.3.1 or UBC Section 1612.3.1, allowable loads are not permitted to be increased for wind or earthquake loading. When using the alternative basic load combinations in IBC Section 1605.3.2 or UBC Section 1612.3.2 that include wind or seismic loads, the allowable shear and tension loads for anchors are permitted to be increased by 33 percent. Alternatively, the basic load combinations may be reduced by a factor of 0.75 when using IBC Section 1605.3.2. ESR -1385 5.7 Where not otherwise prohibited in the applicable code, anchors are permitted for use with fire- resistance -rated construction provided that at least one of the following conditions is fulfilled: • Anchors are used to resist wind or seismic forces only. • Anchors that support fire- resistance -rated construction or gravity load— bearing structural elements are within a fire- resistance -rated envelope or a fire- resistance- rated membrane, are protected by approved fire - resistance -rated materials, or have been evaluated for resistance to fire exposure in accordance with recognized standards. • Anchors are used to support nonstructural elements. 5.8 Use of carbon steel Kwik Bolt 3 anchors shall be limited to dry, interior locations. Hot - dipped galvanized and stainless steel Kwik Bolt 3 anchors are permitted in exterior exposure or damp environments. 5.9 Since an ICC -ES acceptance criteria for evaluating data to determine the performance of expansion anchors subjected to fatigue or shock loading is unavailable at this time, the use of these anchors under these conditions is beyond the scope of this report. 5.10 Special inspection shall be provided in accordance with Section 4.3 of this report when required by Tables 3 through 14. 5.11 Anchors shall be manufactured by Hilti, Inc., Feldkircherstrasse 100, Schaan, Liechtenstein, under a quality control program with inspections conducted by Underwriters Laboratories Inc. (AA -668). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC -ES Acceptance Criteria for Expansion Anchors in Concrete and Masonry Elements (AC01), dated January 2007, including seismic tests, reduced spacing tests and reduced edge distance tests. Quality control manuals. 6.2 7.0 IDENTIFICATION The anchors shall be identified in the field by dimensional characteristics and packaging. The packaging label indicates the manufacturer's name (Hilti, Inc.) and address, the size and type of anchor, the name of the inspection agency (Underwriters Laboratories Inc.), and the ICC -ES report number (ESR- 1385). A length identification code letter is stamped on the threaded end of the bolt. The length identification system is described in Table 4. ANCHOR DIAMETER (inch) EMBEDMENT DEPTH (inches) MINIMUM DISTANCE FROM EDGE OF F WALL LL (inches) TENSION SHEAR UBC With Special Inspection' UBC Without Special Inspection IBC /IRC' UBC IBC /IRC' ,/ 4 11/6 4 152 76 121 380 304 12 152 76 121 380 304 2 4 540 270 432 427 342 12 540 270 432 427 342 3/ 6 16/6 4 321 161 257 736 589 12 342 171 273 938 751 21/, 4 782 391 626 955 764 12 782 391 626 1,317 1,054 ,/ 2 2 4 628 314 502 830 664 12 667 333 533 1,464 1,171 31/2 4 905 452 724 1,051 840 12 905 452 724 2,317 1,853 5/ s 23/4 4 814 407 651 888 710 12 866 433 692 2,165 1,732 4 4 1,242 621 994 929 743 12 1,294 647 1,035 2,654 2,123 3 /4 3 /4 4 1,036 518 829 784 627 12 1,036 518 829 3,135 2,508 4 4 1,645 823 1,316 821 657 12 1,711 855 1,368 3,283 2,627 SETTING DETAILS ANCHOR SIZE 1 /, inch 3 /, inch 1 / 2 inch '/, inch 3 /, inch 1 inch Drill bit size = anchor diameter (inches) 1/4 3/8 1 /2 5 /8 3 /, 1 Wedge clearance hole (inches) 5/ 8 7/16 8/18 11 16 13 18 1 /8 Anchor length (min. /max.) (inches) 11/, 41/2 2 7 2 7 3 10 6 12 6 12 Thread length std. /long thread length (inches) 3 /, 3 7 /8 5 1 4 1 1 / 2 7 1 6 2 6 Installation: Torque guide values (ft-Ib) in concrete masonry Carbon steel: Min. Embedment Carbon steel: Std. Embedment 4 4 15 15 25 25 65 65 120 120 — — Min. base material thickness (inches) 3 inches or 1.5 x embedment depth, whichever is greater Page 3 of 4 or SI: 1 inch = 25.4 mm, 1 ft -Ibf = 1.356 N -m. TABLE 1— INSTALLATION SPECIFICATIONS' 'Installation torques are applicable for all anchors installations unless noted otherwise in this report. TABLE 2— ALLOWABLE TENSION AND SHEAR VALUES FOR HILTI KWIK BOLT 3 CARBON STEEL ANCHORS INSTALLED IN THE FACE SHELLS OF GROUT - FILLED CONCRETE MASONRY WALLS (in pounds) or Sr: 1 inch = 2b.4 mm, 1 Ib = 4.45 N. ESR - 1385 'Values valid for anchors installed in face shells of Type 1, Grade N, lightweight, medium- weight, or normal- weight concrete masonry units conforming to ASTM C 90 or UBC Standard 21 -4. The masonry units shall be fully grouted with coarse grout conforming to IBC 2103.10 and ASTM C 476 or UBC Section 2103.4 and UBC Standard 21 -19. Mortar shall comply with IBC Section 2103.7 and ASTM C 270 or UBC Section 2103.3 and UBC Standard 21 -15, Type S, N, or M. Masonry prism strength shall be at least 1,500 psi at the time of anchor installation when tested in accordance with IBC Section 2105.2.2.2 and ASTM C 1314 or UBC Section 2105.3.2 and UBC Standard 21 -17. 2 Anchors shall be installed a minimum of 1 inches from any vertical mortar joint in accordance with Figure 2. 3 Anchor locations are limited to one per masonry cell with a minimum spacing of 8 inches on center. 'Allowable loads or applied loads may be modified in accordance with Section 5.6 of this report due to short-term wind or seismic loads. 'Embedment depth shall be measured from the outside face of the concrete masonry unit. 'For intermediate edge distances, allowable loads may be determined by linearly interpolating between the allowable loads at the two tabulated edge distances. 'These tension values are only applicable when anchors are installed with special inspection in accordance with Section 4.3 of this report. 'Special inspection shall comply with Section 1704.5 of the IBC for anchorages in masonry. ANCHOR DIAMETER (inch) EMBEDMENT DEPTH5 (inches) TENSION SHEAR Perpendicular to Wall Parallel to Wall UBC With Special Inspection UBC Without Special Inspection IBC /I ' UBC IBC /IRC' UBC IBC /IRC' 1 1 2 3 646 323 517 311 249 614 491 5 /e 31 /2 852 426 682 311 249 614 491 Si 1 h STAMP ON ANCHOR A B C D E F G H I J K L M N O P Q R S T U V W X Y Z Length of From 1 2 2 3 31/2 4 4 5 5 6 6 7 7 8 8 9 9'/2 10 11 12 13 14 15 16 17 18 Anchor Up to but not , , (inches) including 2 21 3 3 4 4 5 5 6 6 7 7 8 8 9 9 1 / 10 11 12 13 14 15 16 17 18 18 Page 4 of 4 TABLE 3— ALLOWABLE TENSION AND SHEAR VALUES FOR HILTI KWIK BOLT 3 CARBON STEEL ANCHORS INSTALLED IN TOP OF GROUT - FILLED CONCRETE MASONRY WALLS'•'." (in pounds) or: mc=25.4 mm, 1 Ib =4.45 N. 'Values valid for anchors installed into top cells of Type 1, Grade N, lightweight, medium - weight, or normal- weight concrete masonry units conforming to ASTM C 90 or UBC Standard 21-4. The masonry units must be fully grouted with coarse grout conforming to IBC 2103.10 and ASTM C 476 or UBC Section 2103.4 and UBC Standard 21 -19. Mortar shall comply with IBC Section 2103.7 and ASTM C 270 or UBC Section 2103.3 and UBC Standard 21 -15, Type S, N, or M. Masonry prism strength shall be at Ieasst 1,500 psi at the time of anchor installation when tested in accordance with IBC Section 2105.2.2.2 and ASTM C 1314 or UBC Section 2105.3.2 and UBC Standard 21 -17. 'Anchors must be installed a minimum of 1 inches from edge of the block. 'Anchor locations shall be limited to one per masonry cell with a minimum spacing of 8 inches on center. 'Allowable loads or applied Toads may be modified in accordance with Section 5.6 of this report due to short-term wind or seismic loads. 'Embedment depth is measured from the top edge of the concrete masonry unit. 'These tension values are only applicable when anchors are installed with special inspection in accordance with Section 4.3 of this report. 'Special inspection shall comply with Section 1704.5 of the IBC for anchorages in masonry. or JI: 1 Inca = Zb.4 mm Mandrel - -- Area ® Nut r r -- Washer Thread Area Anchor Body Triple Segmented Wedge FIGURE 1 —KWIK BOLT 3 TABLE 4— LENGTH IDENTIFICATION CODES Anchor Installation Is Restricted to Non-Shaded Areas ESR - 1385 FIGURE 2— ACCEPTANCE LOCATIONS (NON - SHADED AREAS) FOR HILTI KWIK BOLT 3 ANCHORS IN GROUT - FILLED CONCRETE MASONRY ANCHORS Page 4 of 4 TABLE 3— ALLOWABLE TENSION AND SHEAR VALUES FOR HILTI KWIK BOLT 3 CARBON STEEL ANCHORS INSTALLED IN TOP OF GROUT - FILLED CONCRETE MASONRY WALLS'•'." (in pounds) or: mc=25.4 mm, 1 Ib =4.45 N. 'Values valid for anchors installed into top cells of Type 1, Grade N, lightweight, medium - weight, or normal- weight concrete masonry units conforming to ASTM C 90 or UBC Standard 21-4. The masonry units must be fully grouted with coarse grout conforming to IBC 2103.10 and ASTM C 476 or UBC Section 2103.4 and UBC Standard 21 -19. Mortar shall comply with IBC Section 2103.7 and ASTM C 270 or UBC Section 2103.3 and UBC Standard 21 -15, Type S, N, or M. Masonry prism strength shall be at Ieasst 1,500 psi at the time of anchor installation when tested in accordance with IBC Section 2105.2.2.2 and ASTM C 1314 or UBC Section 2105.3.2 and UBC Standard 21 -17. 'Anchors must be installed a minimum of 1 inches from edge of the block. 'Anchor locations shall be limited to one per masonry cell with a minimum spacing of 8 inches on center. 'Allowable loads or applied Toads may be modified in accordance with Section 5.6 of this report due to short-term wind or seismic loads. 'Embedment depth is measured from the top edge of the concrete masonry unit. 'These tension values are only applicable when anchors are installed with special inspection in accordance with Section 4.3 of this report. 'Special inspection shall comply with Section 1704.5 of the IBC for anchorages in masonry. or JI: 1 Inca = Zb.4 mm Mandrel - -- Area ® Nut r r -- Washer Thread Area Anchor Body Triple Segmented Wedge FIGURE 1 —KWIK BOLT 3 TABLE 4— LENGTH IDENTIFICATION CODES Anchor Installation Is Restricted to Non-Shaded Areas ESR - 1385 FIGURE 2— ACCEPTANCE LOCATIONS (NON - SHADED AREAS) FOR HILTI KWIK BOLT 3 ANCHORS IN GROUT - FILLED CONCRETE MASONRY ANCHORS letS 1 REPORTTM ICC Evaluation Service, Inc. www.icc - es.orq DIVISION: 05— METALS Section: 05090 —Metal Fastenings REPORT HOLDER: HILTI, INC. 5400 SOUTH 122 EAST AVENUE TULSA, OKLAHOMA 74146 (800) 879 -8000 www.us.hilti.com EVALUATION SUBJECT: HILTI KWIK -PRO SELF - DRILLING SCREWS 1.0 EVALUATION SCOPE Compliance with the following codes: • 2006 International Building Code (IBC) • 1997 Uniform Building CodeTm (UBC) Property evaluated: Structural 2.0 USES The Hilti Kwik -Pro Self- drilling Screws are used to connect cold- formed steel members to cold- formed steel members. 3.0 DESCRIPTION The Hilti Kwik -Pro Self - drilling Screws are self - drilling tapping screws complying with ASTM C 1513, and are case - hardened from carbon steel conforming to ASTM A 510, Grade 1022. The screws have a hex washer head and have an electroplated zinc coating complying with ASTM F 1941, or a proprietary coating. Table 1 provides screw designations, sizes and descriptions of point styles. Screws are supplied in boxes of individual screws, or in collated plastic strips. 4.0 DESIGN AND INSTALLATION 4.1 Design: Allowable fastener loads using Allowable Stress Design (ASD) for pull -out, pull -over, and shear (bearing) capacity are provided in Tables 2, 3 and 5, respectively. Instructions on how to calculate Load Resistance Factor Design (LRFD) capacities are found in the footnotes of these tables. Table 4 presents the nominal and allowable fastener tension and shear strengths for the screws. For connections subject to tension, the least of the allowable pull -out, pullover, and tension fastener strength of screws found in Tables 2, 3, and 4, respectively, must be used for design. For connections subject to shear, the lesser of the allowable shear fastener strength and shear (bearing) found in Tables 4 and 5, respectively, must be used for design. Connections subject to Copyright © 2007 ESR -2196* Issued April 1, 2007 This report is subject to re- examination in one year. Business/Regional Office • 5360 Workman Mill Road, Whither, California 90601 • (562) 699-0543 Regional Office • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 599 -9800 Regional Office • 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 • (708) 799 -2305 *Corrected May 2007 combined tension and shear loading must be designed in accordance with Section E4.5 of the AISI – NAS. The values in the tables are based on a minimum spacing between the centers of fasteners of three times the diameter of the screw, and a minimum distance from the center of a fastener to the edge of any connected part as follows: 1. In jurisdictions adopting the IBC: 1.5 times the diameter of the screw. When the distance to the end of the connected part is parallel to the line of the applied force, the allowable shear fastener strength determined in accordance with Section E4.3.2 of Appendix A of the AISI – NAS must be considered. 2. In jurisdictions adopting the UBC: three times the diameter of the screw. If the connection is subjected to shear force in one direction only, the minimum edge distance must be 1.5 times the diameter of the screw in the direction perpendicular to the force. Screw thread length and point style are to be selected on the basis of thickness of the fastened material and thickness of the supporting steel, respectively, in accordance with the manufacturer's published installation instructions. 4.2 Installation: Installation of the Hilti Kwik -Pro Self- drilling Screws must be in accordance with the manufacturer's published installation instructions and this report. The manufacturer's published installation instructions are to be available at the jobsite at all times during installation. The screws must be installed perpendicular to the work surface using a variable speed screw gun set to not exceed 2,500 rpm. The screw must penetrate through the supporting steel with a minimum of three threads protruding past the back side of the supporting steel. 5.0 CONDITIONS OF USE The Hilti Kwik -Pro Self- drilling Screws described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Fasteners are to be installed in accordance with the manufacturer's published installation instructions and this report. If there is a conflict between the manufacturer's published installation instructions and this report, this report governs. 5.2 The allowable loads specified in Section 4.1 are not to be increased when the fasteners are used to resist wind or seismic forces. 5.3 The utilization of the nominal strength values contained in this evaluation report, for the design of cold- formed steel diaphragms, is outside the scope of this report. REPORTS are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or o recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any finding or other matter in this report. or as to any product covered by me report. um ACC. fl Program �m Aoaicx sw.mwx Page 1 of 5 Page 2 of 5 ESR -2196 5.4 Drawings and calculations verifying compliance with this report and the applicable code must be submitted to the code official for approval. The drawings and calculations are to be prepared by a registered design professional when required by the statutes of the jurisdiction in which the project is to be constructed. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Tapping Screw Fasteners (AC118), dated December 2006. 7.0 IDENTIFICATION Hilti Kwik -Pro Self- drilling Screws are marked with an "H" on the top of the heads, as shown in Figure 1. Packages of Hilti Self- drilling Screws are labeled with the report holder's name (Hilti, Inc.), the fastener type and size, and the evaluation report number (ESR - 2196). Description Designation Nominal Diameter (in.) Nominal Screw Length (in.) Head Style , Point (Number) Coating S - MD 10 - 16 X 5/8 HWH #3 #10 -16 0.190 5/8 HWH 3 Zinc S -MD 10 -16 X 3/4 HWH #3 #10 -16 0.190 3/4 HWH 3 Zinc S -MD 10 -16 X 3/4 HHWH #3 #10 -16 0.190 3/4 HHWH 3 Zinc S -MD 10 -16 X 1 HWH #3 #10-16 0.190 1 HWH 3 Zinc S -MD 10-16 X 1 -1/4 HWH #3 #10 -16 0.190 1 -1/4 HWH 3 Zinc S -MD 10 -16 X 1/1/2 HWH #3 #10 -16 0.190 1 -1/2 HWH 3 Zinc S -MD 12- 14X3/4 HWH #3 #12 -14 0.216 3/4 HWH 3 Zinc S -MD 12 -14 X 1 HWH #3 #12 -14 0.216 1 HWH 3 Zinc S -MD 12 -14 X 1 1/2 HWH #3 #12 -14 0.216 1 -1/2 HWH 3 Zinc S -MD 12 -14 X 2 HWH #3 #12 -14 0.216 2 HWH 3 Zinc S -MD 1/4 -14 X 3/4 HWH #3 1/4-14 0.250 3/4 HWH 3 Zinc S- MD1/4 -14 X 1 HWH #3 1/4 -14 0.250 1 HWH 3 Zinc S -MD 1/4 -14 X 1 -1/2 HWH #3 1/4 -14 0.250 1 -1/2 HWH 3 Zinc S -MD 1/4 -14 X 2 HWH #3 1i4 -14 0.250 2 HWH 3 Zinc S -MD 12 -24 X 7/8 HWH #4 #12 -24 0.216 7/8 HWH 4 Zinc S -MD 12 -24 X 1 -1/4 HWH #4 #12 -24 0.216 1 -1/4 HWH 4 Zinc S -MD 12 -24 X 1 -1/4 HWH #5 #12 -24 0.216 1 -1/4 HWH 5 Zinc S -MD 12 -24 X 1 -1/4 HWH #5 Kwik Cote #12 -24 0.216 1 -1/4 HWH 5 Kwik -Cote S -MD 12 -24 X 2 HWH #5 Kwik Cote #12 -24 0.216 2 HWH 5 Kwik -Cote S -MD 12 -24 X 3 HWH #5 Kwik Cote #12 -24 0.216 3 HWH 5 Kwik -Cote S -MD 10 -16 X 7/8 M HWH Collated #10 -16 0.190 7/8 HWH 1 Zinc S -MD 12 -14 X 1 M HWH Collated #12 -14 0.216 1 HWH 1 Zinc S -MD 10-16 X 3/4 M HWH3 Collated #10 -16 0.190 3/4 HWH 3 Zinc S -MD 12 -24 X 7/8 M HWH4 Collated #12 -24 0.216 7/8 HWH 4 Zinc S -MD 10 -16 X 7/8 HWH Pilot Point #10 -16 0.190 7/8 HWH 1 Zinc S -MD 12 -14 X 1 HWH Stitch #12 -14 0.216 1 HWH 1 Zinc S -MD 1/4 -14 X 7/8 HWH Stitch Kwik Seal 1/4 -14 0.250 7/8 HWH 1 Kwik -Cote S -MD 8 -18 X 1/2 HWH #2 #8 -18 0.164 1/2 HWH 2 Zinc S -MD 8 -18 X 3/4 HWH #2 #8 -18 0.164 3/4 HWH 2 Zinc S -MD 10-16 X 1/2 HWH #2 #10 -16 0.190 1/2 HWH 2 Zinc S -MD 10 -16 X 3/4 HWH #2 #10 -16 0.190 3/4 HWH 2 Zinc S -MD 10 -16 X 1 HWH #2 #10 -16 0.190 1 HWH 2 Zinc S -MD 12 -14 x 3/4 HWH #3 Kwik Seal #12 -14 0.216 3/4 HWH 3 Kwik -Cote S -MD 12 -14 x 1 HWH #3 Kwik Seal #12 -14 0.216 1 HWH 3 Kwik -Cote S -MD 12 -14 X 1 -1/4 HWH #3 Kwik Seal #12 -14 0.216 1 -1/4 HWH 3 Kwik -Cote S -MD 12 -14 X 1 -1/2 HWH #3 Kwik Seal #12 -14 0.216 1 -1/2 HWH 3 Kwik -Cote S -MD 12 -14 X 2 HWH #3 Kwik Seal #12 -14 0.216 2 HWH 3 Kwik -Cote S -MD 1/4 -14 X 3/4 HWH #3 Kwik Seal 1/4 -14 0.250 3/4 HWH 3 Kwik -Cote S -MD 1/4 -14 x 1 HWH #3 Kwik Seal 1/4 -14 0.250 1 HWH 3 Kwik -Cote S -MD 1/4 -14 X 1 -1/2 HWH #3 Kwik Seal 1/4 -14 0.250 1 -1/2 HWH 3 Kwik -Cote Page 3 of 5 TABLE 1 -HILTI KWIK -PRO SELF - DRILLING TAPPING SCREWS ESR - 2196 or 51:1 Inca = . b.4 mm. 'Head configuration abbreviations are as follows; HWH = Hex Washer Head. HHWH = High Hex Washer Head. 2 For coating, Zinc = ASTM F 1941; Kwik -Cote = Proprietary coating. Steel F. = 45 ksi Applied Factor of Safety, Q = 3.0 Screw Designation Washer Head Diameter (in.) Design thickness of member in contact with the screw head (in.) 0.030 0.036 0.048 0.060 0.075 0.090 0.105 0.135 #8-18 0.335 225 271 363 453 567 680 790 1020 #10 -16 0.399 268 323 430 540 673 807 943 1210 #12- 14, #12 -24 0.415 279 337 447 560 700 840 980 1260 1/4 -14 0.500 336 • 407 540 677 843 1010 1180 1520 Steel F. = 45 ksi Applied Factor of Safety, 0 = 3.0 Screw Designation Nominal Diameter (in.) Design thickness of member not in contact with the screw head (in.) 0.036 0.048 0.060 0.075 0.090 0.105 0.135 #8-18 0.164 75 100 125 157 188 220 282 #10 -16 0.190 87 116 145 182 218 254 327 #12- 14, #12 -24 0.216 99 132 165 207 248 289 373 1/4-14 0.250 115 153 191 239 287 333 430 Screw Designation Diameter (in.) Allowable Fastener Strength" Nominal Fastener Strength (tested) Tension (P,JO)' (Ib) Shear (P, (Ib) Tension, P,. (Ib) Shear, 1,)., (Ib) #8-18 0.164 335 390 1000 1170 #10 -16 0.190 455 405 1370 1215 #12 -14 0.216 775 625 2325 1880 #12 -24 0.216 1300 760 3900 2285 1/4 -14 0.250 1525 815 4580 2440 Page 4'of 5 TABLE 2— ALLOWABLE TENSILE PULL -OUT LOADS (P /f2), pounds-force ' , 2,3.4. 5 . 1 mch = 25.4 mm, 1 Ibf = 4.4 N, 1 ksi = 6.89 MPa. 'For tension connections, the lower of the allowable pull -out, pullover, and tension fastener strength of screw found in Tables 2, 3, and 4, respectively must be used for design. 2 ANSI /ASME standard screw diameters were used in the calculations and are listed in the tables. 'The allowable pull -out capacity for other member thicknesses can be determined by interpolating within the table. "To calculate LRFD values, multiply values in table by the ASD safety factor of 3.0 and multiply again with the LRFD ( factor of 0.5. 'For F. = 65 ksi steel, multiply values by 1.44. TABLE 3— ALLOWABLE TENSILE PULL -OVER LOADS (PNOV /O), pounds-force' 2. 3. 4. 5 : 1 mch = 25.4 mm, 1 Ibf = 4.4 N, 1 ksi = 6.89 MPa. 'For tension connections, the lower of the allowable pull -out, pullover, and tension fastener strength of screw found in Tables 2, 3, and 4, respectively must be used for design. 2 ANSUASME standard screw head diameters were used in the calculations and are listed in the tables. 'The allowable pull - over capacity for other member thicknesses can be determined by interpolating within the table. "To calculate LRFD values, multiply values in table by the ASD safety factor of 3.0 and multiply again with the LRFD 13 factor of 0.5. 'For F. = 65 ksi steel, multiply values by 1.44. TABLE 4— FASTENER STRENGTH OF SCREW ESR - 2196 1 inch = 25.4 mm, 1 Ibf = 4 4 N, 1 ksi = 6.89 MPa. 'For tension connections, the lower of the allowable pull -out, pullover, and tension fastener strength of screw found in Tables 2, 3, and 4, respectively must be used for design. 'For shear connections, the lower of the allowable shear fastener strength and allowable shear (bearing) found in Tables 4 and 5, respectively must be used for design. 'See Section 4.1 for fastener spacing and end distance requirements. "To calculate LRFD values, multiply the allowable ` astener strengths by the ASD safety factor of 3.0 and multiply again by the LRFD m factor of 0.5. Steel F„ = 45 ksi Applied Factor of Safety, f) = 3.0 Screw Designation Diameter (in.) Design thickness of member in contact with Design thickness of member not in contact with the screw head (in.) screw head, 0.036 0.048 0.060 0.075 0.090 0.105 0.135 (in.) 0.036 174 239 239 239 239 239 239 0.048 174 268 319 319 319 319 319 0.060 174 268 373 400 400 400 400 #8 0.164 0.075 174 268 373 497 497 497 497 0.090 174 268 373 497 597 597 597 0.105 174 268 373 497 597 697 697 0.135 174 268 373 497 597 697 897 0.036 188 277 277 277 277 277 277 0.048 188 289 370 370 370 370 370 0.060 188 289 403 463 463 463 463 #10 0.190 0.075 188 289 403 563 577 577 577 0.090 188 289 403 563 693 693 693 0.105 188 289 403 563 693 807 807 0.135 188 289 403 563 693 807 1040 0.036 200 309 315 315 315 315 315 0.048 200 308 420 420 420 420 420 0.060 200 308 430 523 523 523 523 #12 0.216 0.075 200 308 430 600 657 657 657 0.090 200 308 430 600 787 787 787 0.105 200 308 430 600 787 920 920 0.135 200 308 430 600 787 920 1180 0.036 215 340 363 363 363 363 363 0.048 215 331 467 487 487 487 487 0.060 215 331 463 607 607 607 607 1/4 in. 0.250 0.075 215 331 463 647 760 760 760 0.090 215 331 463 647 850 910 910 0.105 215 331 463 647 850 1060 1060 0.135 215 331 463 647 850 1060 1370 Page 5' of 5 TABLE 5- ALLOWABLE SHEAR (BEARING) CAPACITY OF COLD - FORMED STEEL, lb 1, 2.3.4.5 . 1 inch - 25.4 mm, 1 Ibf - 4.4 N, 1 ksi = 6.89 MPa. 'The lower of the allowable shear fastener strength and shear bearing found in Tables 4 and 5, respectively must be used for design. 2 ANSI/ASME standard screw diameters were used in the calculations and are listed in the tables 3 The allowable bearing capacity for other member thicknesses can be determined by interpolating within the table. 4 To calculate LRFD values, multiply values in table by the ASD safety factor of 3.0 and multiply again with the LRFD 1 factor of 0.5. 5 For F„ = 65 ksi steel, multiply values by 1.44. I'aa��rtn FIGURE 1 -HILTI HEX WASHER HEAD SELF - DRILLING SCREW ESR -2196 REPORT' ICC Evaluation Service, Inc. www.icc - es.org DIVISION: 03— CONCRETE Section: 03151 — Concrete Anchoring REPORT HOLDER: ITW RED HEAD 1300 NORTH MICHAEL DRIVE WOOD DALE, ILLINOIS 60191 (800) 899 -7890 www.itw- redhead.com techsupport(ilitw- redhead.com EVALUATION SUBJECT: ITW RED HEAD TRUBOLT CARBON STEEL WEDGE ANCHORS IN CONCRETE ADDITIONAL LISTEES: ITW BRANDS 955 NATIONAL PARKWAY, SUITE 95500 SCHAUMBURG, ILLINOIS 60173 (877) 489-2726 www.itwbrands.com 1.0 EVALUATION SCOPE Compliance with the following codes: • 2006 International Building Code (IBC) • 2006 International Residential Code (IRC) Properties evaluated: Structural 2.0 USES The ITN RED HEAD TRUBOLT Wedge Anchor is used to resist static and wind, tension and shear loads in uncracked normal- weight concrete having a specified compressive strength 2,500 psi s f s 8,500 psi (17.2 MPa s f'� s 58.6 MPa). The anchoring system is an alternative to cast -in -place anchors described in the IBC. The anchors may also be used where an engineered design is submitted in accordance with Section R301.1.2 of the IRC. 3.0 DESCRIPTION The Trubolt wedge anchor is a zinc plated, torque - controlled expansion anchor, available in 1 / , and 1 / 2 -inch diameters (6.4, 9.5 and 12.7 mm). The Trubolt wedge anchor consists of a fully threaded stud, expansion clip, nut and washer. The anchor stud is cold- formed from carbon steel materials. The expansion clip is fabricated from Type 302 or Type 430 stainless steels. The standard hexagonal nut REPORTS are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation hr its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to anv product covered by the report. Copyright © 2007 ESR -2251 Issued January 1, 2007 This report is subject to re- examination in one year. Business/Regional Office • 5360 Workman Mill Road, Whittier, California 90601 • (562) 699-0543 Regional Office • 900 Montdair Road, Suite A Birmingham, Alabama 35213 • (205) 599 -9800 Regional Office • 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 • (708) 799 -2305 conforms to ANSI B18.2.2-65, and the washer conforms to ANSI /ASME B18.22.1 1965 (R1981). The anchor stud is threaded throughout the majority of its length and has a straight cylindrical section reduced in diameter, around which the expansion clip is formed. The expansion clip, consisting of a split -ring element with a "coined" groove at each end, is shown in Figure 1. During installation of the anchor, the expansion clip engages the walls of the concrete as the wedge portion of the stud is forced upward against the interior of the clip. 4.0 DESIGN AND INSTALLATION 4.1 Strength Design: Design strengths must be determined in accordance with ACI 318 -05 Appendix D as modified by IBC Section 1908.1.16 and this report. Design parameters are provided in Table 3. Strength reduction factors (0 as given in ACI 318 Section D.4.4 must be used for load combinations calculated in accordance with Section 1605.2 of the IBC. Strength reduction factors (4)) corresponding to ductile steel elements may be used. 4.1.1 Requirements for Concrete Breakout Strength in Tension: The nominal concrete breakout strength in tension in regions where analysis indicates no cracking is calculated in accordance with ACI 318 Section D.5.2.6. See Section 4.1.3 in this report for limiting tension values for a single anchor. 4.1.2 Requirements for Critical Edge Distance: In applications where c < c and supplemental reinforcement to control splitting of the concrete is not present, the concrete breakout strength in tension for uncracked concrete, calculated according to ACI 318 Section D.5.2, must be further multiplied by the factor 4Jadge as given by the following equation: c w edg e = - C G 044 Me111.11 ',fly= MOM (1) where c z c uria from Table 3 whereby the factor wed need not be taken as less than 1.5 h . For all other cases, w ed g a = 1.0. Values for the critical c edge distance c must be taken from Table 3. 4.1.3 Requirements for Pullout Strength in Tension: The pullout strength for a single anchor in uncracked concrete must not exceed the values given in Table 4. 4.1.4 Requirements for Static Shear Capacity V In lieu of the values of V as given in ACI 318 Section D.6.1.2(c), the shear values given in Table 3 of this report must be used. Page 1 of 6 Page 2 of 6 ESR -2251 4.1.5 Requirements for Minimum Member Thickness, Minimum Anchor Spacing and Minimum Edge Distance: In lieu of ACI 318 Section D.8.3, values cf cmin and s, as given in Table 3 of this report must be used. Additional combinations for minimum edge distance c and spacing s may be derived by linear interpolation between the given boundary values. 4.2 Allowable Stress Design: Design resistances for use with allowable stress design load combinations calculated in accordance with Section 1605.3 of the IBC, must be established as follows: R ellw , ASD = •N,/1.4 (3) Where N represents the limiting design strength in tension (N or shear (N as noted in Table 3 in this report. Allowable stress design values for static shear and tension are noted in Tables 5 and 6. Limits on edge distance, anchor spacing and member thickness, as given in Table 3 of this report, must apply. The appropriate strength reduction factors 4) are noted in Table 3. In lieu of ACI 318 Sections D.7.1, D.7.2 and D.7.3, interaction must be calculated as follows: For shear loads Vs0.2 • Va row , ASD the full allowable load in tension T„,,, , ASD may be taken. For tension loads T s0.2 • T eirow , Aso, the full allowable load in shear V Asp may be taken. For all other cases: T V + s 1.2 (4) T allow,ASD V a11ow,ASD 4.3 Installation: The anchors must be installed in accordance with the manufacturer's installation instructions and this report. Embedment, spacing, edge distance, and concrete thickness are shown in Tables 2 and 3. Holes must be predrilled in concrete with a compressive strength from 2,500 to 8,500 psi (17.2 to 58.6 MPa), using carbide - tipped masonry drill bits complying with ANSI B212.15 -1994. The nominal drill bit diameter must be equal to the anchor diameter. The drilled hole must exceed the required embedment in concrete as noted in Table 2. The hole must be cleaned with pressurized air prior to installation of the anchor. A standard hexagonal nut and washer must be used over the material being fastened and the nut tightened (three to five turns) until the minimum installation torque, as specified in Table 2, is reached. 4.4 Special lnspection: Special inspection is required, in accordance with Section 1704.13 of the IBC. The special inspector must be on the jobsite continuously during anchor installation to verify anchor type, anchor dimensions, concrete type, concrete compressive strength, hole dimensions, anchor spacing, slab thickness, anchor embedment and tightening torque. 5.0 CONDITIONS OF USE The ITW Red Head Trubolt Wedge Anchors described in this report comply with the codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Anchor sizes, dimensions, and installation are as set forth in this report. 5.2 The anchors must be installed in accordance with the manufacturer's published instructions and this report in uncracked normal- weight concrete having a specified compressive strength, f',, of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa). 5.3 The values of f', used for calculation purposes must not exceed 8,000 psi (55.1 MPa). 5.4 Loads applied to the anchors must be adjusted in accordance with Section 1605.2 of the IBC for strength design, and in accordance with Section 1605.3 of the IBC for allowable stress design. 5.5 Strength design values must be established in accordance with Section 4.1 of this report. 5.6 Allowable design values are established in accordance with Section 4.2 of this report. 5.7 Anchor spacing and edge distance, as well as minimum member thickness, must comply with Table 3. 5.8 Prior to installation, calculations justifying that the design loads comply with this report, and are Tess than or equal to the applied loads, must be submitted to the building official for approval. 5.9 Since an ICC -ES acceptance criteria for evaluating data to determine the performance of expansion anchors subjected to fatigue or shock loading is unavailable at this time, the use of these anchors under such conditions is beyond the scope of this report. 5.10 Anchors used to resist seismic loads are limited to locations designated as Seismic Design Categories A and B. 5.11 Anchors may be used to resist short-term loading due to wind forces. subject to the conditions of this report. 5.12 Where not otherwise prohibited in the code, Trubolt wedge anchors are permitted for use with fire- resistance -rated construction provided that at least one of the following conditions is fulfilled: • Anchors are used to resist wind forces only. • Anchors that support a fire- resistance -rated envelope or a fire- resistance -rated membrane are protected by approved fire- resistance -rated materials, or have been evaluated for resistance to fire exposure in accordance with recognized standards. • Anchors are used to support nonstructural elements. 5.13 Use of zinc - coated carbon steel anchors is limited to dry, interior locations. 5.14 Anchors are manufactured under an approved quality control program with inspections by PFS Corporation (AA -652). 6.0 EVIDENCE SUBMITTED 6.1 Data complying with the ICC -ES Acceptance Criteria for Expansion Anchors in Concrete and Masonry Elements (AC193), dated October 2005 (ACI 355.2) for use in uncracked concrete. 6.2 A quality control manual. 7.0 IDENTIFICATION The concrete anchors are identified by their dimensional characteristics, the anchor size, and by the length code stamped on the anchor, as indicated in Table 1. Packages are identified with the anchor type and size, the manufacturer's name and address, and the name of the quality control agency (PFS Corporation). LENGTH ID MARKING ON ANCHOR HEAD UNITS A B C D E F G H I J Length of anchor, 'ranch (inches) From inches (mm) 1 1/2 (38.1) 2 (50.8) 2 1/2 (63.5) 3 (76.2) 3 1/2 (88.9) 4 (101.6) 4 1/2 (114.3) 5 (127.0) 5 1/2 (139.7) 6 (152.4) Up to, but not including inches (mm) 2 (50.8) 2 1/2 (63.5) 3 (76.2) 3 1/2 (88.9) 4 (101.6) 4 1/2 (114.3) 5 (127.0) 5 1/2 (139.7) 6 (152.4) 6 1/2 (165.1) Page 3 of 6 ESR -2251 wedge fully threaded stud expansion clip hex nut FIGURE 1—ITW RED HEAD TRUBOLT WEDGE ANCHOR TABLE 1— LENGTH IDENTIFICATION SYSTEM washer length code dog point Page 4 of 6 ESR -2251 /anch di r � n 4 0 o fully threaded stud r U � G torque= Ti (3 to 5 turns) FIGURE 2 -1TW RED HEAD TRUBOLT WEDGE ANCHOR (INSTALLED) TABLE 2— INSTALLATION INFORMATION hmin Symbol Units Nominal Anchor Diameter (in.) 1/4 3/8 1/2 Anchor outer diameter d inches (mm) 0.25 (6.4) 0.375 (9.5) 0.5 (12.7) Nominal carbide bit diameter dbit inches 1/4 3/8 1/2 Embedment depth h inches (mm) inches (mm) 1 1/2 (38) 2 (51) 2 (51) 2 1/2 (64) 1 3/4 (44) 2 1/2 (64) 2 5/8 (67) 3 3/8 (86) 1 7/8 (48) 2 3/4 (70) 3 3/8 (86) 4 1/4 (108) 6 (152) Min hole depth h Min slab thickness hmin inches (mm) 4 (102) 4 (102) 5 (127) 5 (127) Installation torque Tinst ft-lb (N 4 ( 25 ( 55 (75) Reference hole diameter dh inches (mm) 5/16 (7.9) 7/16 (11.1) 9/16 (14.3) Page 4 of 6 ESR -2251 /anch di r � n 4 0 o fully threaded stud r U � G torque= Ti (3 to 5 turns) FIGURE 2 -1TW RED HEAD TRUBOLT WEDGE ANCHOR (INSTALLED) TABLE 2— INSTALLATION INFORMATION hmin DESIGN INFORMATION SYMBOL UNITS NOMINAL ANCHOR DIAMETER 1/4 3/8 1/2 Anchor O.D. d in 0.250 0.375 0.500 mm 6.4 9 5 12.7 Effective min. embedment h,, in 1 1/2 2 1 3/4 2 5/8 1 7/8 3 3/8 mm 38 51 44 67 48 86 Minimum member thickness hmu, in 4 4 4 5 5 6 mm 102 102 102 127 127 152 Installation Torque Tins, ft-lb 4 25 55 N -m 5 34 75 Crucial edge distance cs, in 2 5/8 3 2 5/8 5 1/4 2 3/4 6 3/4 mm 67 76 67 133 70 171 Minimum edge distance c min in 1 1/2 1 1/2 1 1/2 1 1/2 3 3/4 3 3/4 mm 38 38 38 38 95 95 Minimum anchor spacing s„,, In 1 1/2 1 1/2 1 1/2 1 1/2 3 3/4 3 3/4 mm 38 38 38 38 95 95 Min. hole depth in concrete ha in 2 2 1/2 2 1/2 3 3/8 2 3/4 4 1!4 mm 51 64 64 86 70 108 Min. Specified Yield Strength fY Ib/in 55,000 N /rnm 379 Min. Specified Ultimate Strength f„ lb/in 75,000 N /mm 517 Effective tensile stress area A A,, ir1 0.032 0.078 0.142 mm 20.5 50.0 91.5 Effective shear stress area A :. in 0.032 0.078 0.142 mm 20.5 50.0 91.5 Steel strength in tension NS Ib 2385 5815 10645 kN 10.6 25.9 47.3 Steel strength in shear VS Ib 1430 2975 3490 4450 6385 kN 6.4 13.2 15.5 19.8 28.4 Pullout strength, uncracked concrete N P Ib See Table 4 kN Anchor Category 1 Effectiveness factor k,,,, uncracked concrete 24 Axial stiffness in service load range a 1 Ib /in 14,651 9,385 17,515 26,424 32,483 26,136 kN /mm 2.6 1.6 3.1 4.6 5.7 4.6 Coefficient for variation for axial stiffness in service load range 34 47 28 45 17 33 Strength reduction factor 4 for tension, steel failure modes 0.75 Strength reduction factor 4, for shear, steel failure modes 0.65 Strength reduction factor 4) for tension, concrete failure modes, Condition 13 0.65 Strength reduction factor 4, for shear, concrete failure modes, Condition B 0.70 Page 5 of 6 ESR -2251 TABLE 3—ITW TRUBOLT WEDGE ANCHOR, DESIGN INFORMATION or SI: 1 inch = 2 5.4 mm, 1 lbf = 4.4E. N, 1 psi = 0.006895 Mpa. For pound -inch units: 1 mm = 0.03937 inch. All anchors are classified an ductile in accordance with 01 of ACI 318. Nominal Anchor Diameter (in.) Embedment Depth (in.) Concrete Compressive Strength fc = 2,500 psi fc = 3,000 psi fc = 4,000 psi fc = 6,500 psi 1/4 1 -1/2 2 1,392 1,525 1,610 1,822 2 3/8 1,706 1,869 1,947 2,151 3/8 1 -3/4 2 -5/8 2,198 2,408 2,621 3,153 2 -5/8 1/2 3,469 3,800 3,936 4,275 1/2 1 -7/8 3 -3/8 2,400 2,629 3,172 4,520 3 -3/8 4,168 4,520 4,520 4,520 Nominal Anchor Diameter (in.) Embedment Depth (in.) Concrete Compressive Strength fc = 2,500 psi 646 fc = 3,000 psi 708 fc = 4,000 psi 747 fc = 6,500 EL 846 1/4 1 -1/2 2 792 868 905 999 3/8 1 -3/4 1,021 1,118 1,217 1,464 2 -5/8 1,611 1,764 1,827 1,985 1/2 1 -7/8 1,114 1,221 1,473 2,100 3 -3/8 1,935 2,100 2,100 2,100 F S Nominal Anchor Diameter (in.) Embedment Depth (in.) Allowable Load 1 /4 1 2 664 3/8 1 -3/4 1,382 2 -5/8 1,619 1/2 1 -7/8 2,067 3 -3/8 2,965 Page 6 of 6 TABLE 4-ITW TRUBOLT WEDGE PULLOUT STRENGTH (N (pounds) or SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 0.006895 MPa. 'Values are for single anchors with no edge distance or spacing reduction. 2 Condition B applies where supplementary reinforcement in conformance with ACI318 -02 Section D.4.4 is not provided, or where product pullout or pryout strength govems. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. TABLE 5-ITW TRUBOLT WEDGE ANCHOR ALLOWABLE STATIC TENSION (ASD), NORMAL WEIGHT UNCRACKED CONCRETE, CONDITION B (pounds) TABLE 6-ITW TRUBOLT WEDGE ANCHOR ALLOWABLE STATIC SHEAR (ASD) (pounds) For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. Values are for single anchors with no edge distance or spacing reduction. ESR -2251 or : 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 0.006895 MPa. 'Values are for single anchors with no edge distance or spacing reduction. 2 Condition B applies where supplementary reinforcement in conformance with ACI318 -02 Section D.4.4 is not provided, or where product pullout or pryout strength govems. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. Page 6 of 6 TABLE 4-ITW TRUBOLT WEDGE PULLOUT STRENGTH (N (pounds) or SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 0.006895 MPa. 'Values are for single anchors with no edge distance or spacing reduction. 2 Condition B applies where supplementary reinforcement in conformance with ACI318 -02 Section D.4.4 is not provided, or where product pullout or pryout strength govems. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. TABLE 5-ITW TRUBOLT WEDGE ANCHOR ALLOWABLE STATIC TENSION (ASD), NORMAL WEIGHT UNCRACKED CONCRETE, CONDITION B (pounds) TABLE 6-ITW TRUBOLT WEDGE ANCHOR ALLOWABLE STATIC SHEAR (ASD) (pounds) For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. Values are for single anchors with no edge distance or spacing reduction. ESR -2251 or : 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 0.006895 MPa. 'Values are for single anchors with no edge distance or spacing reduction. 2 Condition B applies where supplementary reinforcement in conformance with ACI318 -02 Section D.4.4 is not provided, or where product pullout or pryout strength govems. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. ICC Evaluation Service, Inc. www.icc - es.org Legacy report on the 1997 Uniform Building Code DIVISION: 05— METALS Section: 05090 —Metal Fastenings DARTS BRAND SELF - DRILLING /SELF- TAPPING STEEL SCREWS COMPASS INTERNATIONAL POST OFFICE BOX 4876 ANAHEIM, CALIFORNIA 92803 1.0 SUBJECT DARTS Brand Self- Drilling /Self- Tapping Steel Screws. 2.0 DESCRIPTION 2.1 General: DARTS Brand screw fasteners are manufactured from heat - treated steel and have a coating consisting of phosphate and /or electroplated zinc. Screws are self - drilling /self- tapping steel screws available in various nominal shank diameters ranging from 0.138 to 0.250 inch (3.51 to 6.35 mm), with nominal shank lengths varying from 7 /,, to 3 inches (11.1 to 76 mm) with smooth or knurled shanks. The screws are available in head styles of pan, hex washer head, pancake, flat, wafer and bugle. The screws comply with SAE J78 -79 and ASTM C 954 -98. 2.2 Connection of Steel Members: Allowable fastener loads using Allowable Stress Design are as shown in Table 1. Allowable values are for a single shear connection consisting of two steel sheets of the same material type and thickness. Steel sheets must conform with ASTM A 653 SS Grade 33 with a minimum 33,000 psi (228 MPa) yield strength for minimum uncoated thicknesses of 0.0359 inch and 0.0478 inch (0.91 mm and 1.21 mm); and Grade 50 with a minimum 50,000 psi (345 MPa) yield strength for minimum uncoated thicknesses of 0.0747 inch and 0.1046 inch (1.90 mm and 2.66 mm). The fasteners are for metal -to -metal connections of cold - formed steel wall framing and trusses designed in accordance with Chapter 22, Division VII, of the 1997 Uniform Building Code TM . ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service. Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2006 LEGACY REPORT ER-5202 Reissued March 1, 2006 Business/Regional Office • 5360 Workman Mill Road, Whiter, Cafifomia 90601 • (562) 699 -0543 Regional Office • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 599 -9800 Regional Office • 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 • (708) 799 -2305 2.3 Installation: DARTS self - drilling /self- tapping screw fasteners are installed without predrilling holes in the receiving member of the connection. Fasteners of No. 4 through No. 10 screw diameter must be installed with a screw gun having a maximum speed of 2,500 rpm, with 1,800 rpm for fasteners of No. 12 and ' /;inch (6.4 mm) screw diameter incorporating a depth- sensitive or torque - limiting nose piece. Installed fasteners must protrude through the attached members three full threads beyond the attached members. The distance from the center of a fastener to the edge and end of a stud or track shall not be less than three times the screw diameter. The minimum edge and end distance from connections subjected to shear force in one direction only may be reduced to 1.5 times the screw diameter in the direction perpendicular to the force. 2.4 Identification: Fastener heads are marked with the Compass International logo as noted in Figure 1. Each box of fasteners has a label bearing the DARTS brand name, fastener description, head style, size, point type, length, quantity, country of origin, evaluation report number (ER- 5202), and screw gun RPM recommendation as noted in Figure 2. 3.0 EVIDENCE SUBMITTED Data and reports of tests in accordance with the Acceptance Criteria for Tapping Screw Fasteners (AC118), dated July 1996 (editorially revised August 1999). 4.0 FINDINGS That the DARTS Brand Self- Drilling /Self- Tapping Steel Screws described in this report comply with the 1997 Uniform Building Coder"' (UBC), subject to the following conditions: 4.1 Fasteners are installed in accordance with the manufacturer's instructions and this report. 4.2 Allowable shear and tension values comply with Table 1. 4.3 Allowable loads may be increased due to duration of Toad such as wind or earthquake forces. This report is subject to re- examination in two years. Page 1 of 2 STEEL CONNECTING MATERIAL GAGE THICKNESS' (in.) 20 18 16 14 12 Size No. Nominal Minimum Point Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Screw Head O.D. Type' Diameter (in.) (in.) #6 0.138 0.302 SD #2 168 81 251 138 423 231 452 220 436 320 #8 0.164 0.322 SD #2,3 222 93 330 143 458 302 533 352 534 363 #10 0.190 0.384 SD #2,3 225 83 344 155 629 230 624 337 660 575 #12 0.216 0.398 SD #3 232 123 326 141 622 294 829 379 884 497 1 / 4 inch 0.250 0.480 SD #3 242 120 351 137 689 219 920 386 1,102 591 Page 2 of 2 . 1 Inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa LETTERS CI NOTATING COMPASS INTERNATIONAL c OT PANCAKE ►AW, HEX WASHER HEAD MODIFIED TRUSS FIGURE 1— MARKINGS ON FASTENER HEADS TABLE 1— ALLOWABLE SCREW LOADS'• ER -5202 'Steel members shall conform to Section 2230, A3, of the UBC. • 20 ga, 18 ga —ASTM A 653 Grade 33 SS with a minimum yield strength of 33,000 psi. • 16 ga, 14 ga, 12 ga —ASTM A 653 Grade 50 SS with a minimum yield strength of 50,000 psi. 'Allowable screw loads are based on test methods provided in AISI CF 92 -1, "Test Methods for Mechanically Fastened Cold- Formed Steel Connections." Safety factor is 2.5. 'SD = Self -drill point. `Allowable shear values are based on two steel sheets of the same material type, thickness and minimum yield strength. 'Steel thickness is the thickness for a single sheet. PART NO.: 73 o . S2E_ 12X2 HEX WASHER SELFORILUNG. a POINT Pe4f# OTT: 2111 KW.: 35 LBS AS . Uµ0 SC REWS E 0.W.: 78 LOS ICC- ESREPOaT NO.: SE LFG� L •ADS MtWAR USA ]Spp SOYleitIWOOM FIGURE 2— LABELING ON BOXES OF FASTENERS "'EMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D08 -013 DATE: 06 -09 -08 PROJECT NAME: LADY FOOTLOCKER SITE ADDRESS: 304 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 3 After Permit Issued DEPARTMENTS: B DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Notation: Documents/routing slip.doc 2 -28 -02 v( REVIEWER'S INITIALS: REVIEWER'S INITIALS: I 11 6. b40 Fire' Prevention Structural Incomplete Structural Review Required APPROVALS R CORRECTIONS: Approved Approved with Conditions DUE DATE: 06-10 -08 Not Applicable n C No further Review Required DATE: DUE DATE: 07 -08-08 Not Approved (attach comments) n DATE: Planning Division Permit Coordinator Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -013 DATE: 04 -28 -08 PROJECT NAME: LADY FOOTLOCKER SITE ADDRESS: 304 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: BUirdi g D ihtls i on Public Works ❑ Structural Complete Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COP PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: APPROVA R CORRECTIONS: Fire Prevention Incomplete n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Planning Division Permit Coordinator DUE DATE: 05 -01 -08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required DATE: DUE DATE: 05 -29 -08 n Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • PERMIT COORD COPY 0 PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D08 DATE: 04 PROJECT NAME: LADY FOOTLOCKER SITE ADDRESS: 304 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: / Bui Jng Division Public Works n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: Fire Prevention n Planning Division Incomplete No further Review Required DATE: DATE: Permit Coordinator n DUE DATE: 04-24-08 Not Applicable n n DUE DATE: 05-22-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: ACTIVITY NUMBER: D08 -013 DATE: 01 -08 -08 PROJECT NAME: LADY FOOTLOCKER SITE ADDRESS: 304 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Bui •Eng Division P blic Works Complete Comments: • PERMIT COORD COPY '11' PLAN REVIEW/ROUTING SLIP TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 611 c 14k103 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n n Permit Coordinator 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: DUE DATE: 02-07-08 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: tAte., 14- 14 4 Planning g Division Not Applicable n REVISION O. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS ` � I � t -5 (MrL � � �� C 6Y- PC Summary of Revision: �b 05 PA-V-- f l Ifi► I�,}(LuOM� asioWer l t o i..ti(r , Received by: „As M 1 p K t t REVISION DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS '1- D � (MrL C 6Y- Summary of Revision: AO C-A p p . CAI,G 1 Received by: / . a c s . ) A4 t 9t.( c REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 3 to-5 - (MrL Summary of Revision: 1 4 A v‘e-e4441 C i" (l ro. S+0 ctt. rt o - 1 Received by: JN5,,.,,3 Mc uk , ref — 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 S ummary of Revision: Received by: PROJECT NAME: SITE ADDRESS: A AA 1,6 1 a, REVISION LOG PERMIT NO: I p-ot 2 i ORIGINAL ISSUE DATE: (please print) (please print) (please print) (please print) (please print) City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. Date: 6 -?-N ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # '3 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: `{ Fuo (Lo c- Project Address: 30'1 Sou C L— Contact Person: , AS°ii M /1)K / Fi Phone Number: S a 3 35d'r l fc4 8 i f Summary of Revision: ADD ( ► i cxl O7- A-C r GEl l b J S'-'-& Sheet Number(s): 3 . d 46 .O "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: _L. t i Entered in Permits Plus on 0 6 /a '/ Y \applications\fonns- applications on iine\revision submittal Crated: 8 -13 -2004 • 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http : //www.cLtukwila.wa.us Plan Check/Permit Number: Dog Steven M. Mullet, Mayor Steve Lancaster, Director IFIEGEIVt0 CITY OF TUKWILA JUN n 4_200R . €r' I • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http : //www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Created: 8-13 -2004 Plan Check/Permit Number: DOS - 6/3 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # g- Revision # Z after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ro a [ oGl` e- Project Address: 2E S z-t � e-, t- /� //, T� ,� �,�, / , 6)/1 i� /? Contact Person: )C r, Red Phone Number: 3/o ' - 361) X /1) / Summary of Revision: Sheet Number(s): 5 t+ t• D 5 L4 Z .6 "Cloud" or highlight all areas of revision including date o r ision Received at the City of Tukwila Permit Center by: air Entered in Permits Plus on JA-).-I - o lapplicationsVomu- applications on line revision submittal Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: oar 1 c e -- Project Address: 30 ee-.e4' Vl14 /1 1 / & , W k 9 ? Contact Person• Phone Number: '3 le - -c / a I Summary of Revision: Ads " V e -1-; �� 410 64,e- 1/04 # 1 Stare ra. On 1 - Re-o 1 se, S e f er,+ a z; kV ci r4 � , �. 4 rte - d e-LL, , - Re e4�►1- �, tip. p (e t.v 1 S e �# cot k rk n t, vl 1 me S d,+ vt � i ens O Cv 1 u rr, n .4 0 I I o sr., rc. d r-x, ( S oe- - Re_.v; se- 1; (�J Entered in Permits Plus on o f A tt \applications\forms- applications on linelrevision submittal Created: 8 -13 -2004 Q oar: corl• • a Plan Check/Permit Number: - b1) — O ) `� Sheet Number(s): U ; l) 1, L 2 1. 14 2. A i r l Aa. a "Cloud" or highlight all areas of revision including date o rev4sio Received at the City of Tukwila Permit Center by: , /� 01/04 Steven M. Mullet, Mayor Steve Lancaster, Director cnvofn nomLA APR 21 2009 PERMIT CEMTEF, 3.0 r d A d AGA 3 -31 [Date] Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant improvement permit for [ ], Tukwila Permit No. is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy 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 Divisio This condition is hereby acknowledged by: ij v� 7 Acknowledgement to be signed by the responsible officer of the tenant Title. '4 L4 Tenant Name: - or Coo / /e., Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Z i Hosebibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) - 3 1 . 5 1 3 Sink, wash fountain, circle spray 4 3 flush valve, 1 GPF 5 2 _Urinal, Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 1 Igo Water closet, tank or valve, >1.6 GPF 8 4 i Non Res ential d Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new sewer customers. The charge is collected semi - annually. All future new service which uses metropolitan sewage facilities shall be subject to a billings can be prepaid at a discounted amount. capacity charge. The amount of the charge is established annually by the Questions regarding the capacity charge or this form should be referred to King County Council at a rate per month per residential customer or King County's Wastewater Treatment Division at (206) 684 -1740. residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for (Please print or type Owner's Name 101i'j 411 PI''' (Last. First. Middle dit�� �� 25 Subdivision Name 1�3�� Subdiv. # Block # Building Name (if applicable) Property Street Address City, State, Z I P I J % - W t 1 Q W A ' e I be) Owner's Phone Number ( Owner's Mailing Address (if different from above) A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = 20 (IM 0 1�_Y ►...� Total Fixture Units I 1 o,55 RCE For King County use Account # Monthly Rite $iiMonth Due ?s Property Tax ID # Party to be Billed (if different from owner) Party's Mailing Address: City or Sewer District Date of Connection Side Sewer Permit # or Property Contact Phone # ( Demolition of pre- existing building? ❑ Yes ❑ No Type of building demolished Sewer disconnect date B. Other Wastewater Flow MAD (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equival ts: I U (add A & B) CI OF T( E rug JAN 0 8 2908 PEWIT CENTER A B King County RCE r. .cr.,.,,er Department of Natural Resources and Parks RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative Print Name of Owner // Representative Date (D I /03 /0e) egOat- aroma MGr+-rn 01 License Information License LOCKAEL96111-I Licensee Name LOCKABY ENTERPRISES LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602343835 Ind. Ins. Account Id #1 Business Type LIMITED LIABILITY COMPANY Address 1 10925 N GANTENBEIN Address 2 City PORTLAND County OUT OF STATE State OR Zip 97217 Phone 5038906143 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/8/2004 Expiration Date 2/13/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 WESTERN SURETY CO 14574440 04/01/2004 Until Cancelled $12,000.00 04/08/2004 Business Owner Information Name Role Effective Date Expiration Date LOCKABY, JAMES PARTNER/MEMBER 04/08/2004 Look Up a Contractor, Electric 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. Page 1 of 2 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= LOCKAEL961 JH 03/31/2008 RESPONSIBILITY SCHEDULE & NOTES FooT LiocKER, INC • a d Y oot ocker SCOPE OF DN1151X ,NISH INSTAL. 79b'011ddb' ION REMARKS LANDLORD TENANT 1010b211NO MINIM LANDLORD 1Nb`N31 TENANT CONTRACTOR DIVISION I: GENERAL DATA BARRICADE • • AS REQUIRED BY LANDLORD PER L.L. DESIGN CRITERIA DIVISION II: SITE CONSTRUCTION DEMOLITION • • DIVISION III: CONCRETE CONCRETE PATCHING • • CREATE SMOOTH LEVEL SURFACE TO ACCEPT NEW FLOOR'G DIVISION IV: MASONRY MASONRY • • DIVISION v: METALS STRUCTURAL METAL FRAMING • • LIGHT GAUGE METAL FRAMING • • UNISTRUT • • FOR SUSPENSION OF AUDIO EQUIPMENT 4 LIGHTING EXPANSION JOINTS • • AREA SITE PLAN MALL KEY PLAN REVEALS BRAKE METAL • • SEE FINISH SCHEDULE DIVISION VI: WOOD 4 PLASTICS ROUGH FRAMING • • LAYOUT, MATERIALS, FURRING, BLOCKING, 4 ETC. FINISH CARPENTRY • • WOOD CASED OPENINGS • • DIVISION VII: THERMAL 4 MOISTURE PROTECTION WATERPROOF MEMBRANE • • 5ATT INSULATION • • A5 REQUIRED IIIFFF-- SC ROOFING PENETRATIONS • • DIVISION VIII: DOORS 4 WINDOWS METAL DOORS 4 FRAMES • • • F TO DOOR SCI-EDULE RE ER D R EO LE ix MERVIT 5 DOOR HARDWARE • • REFER TO DOOR SCHEDULE Z/ c ' � / , FITTING ROOM DOORS FRAME 4 HARDWARE • • rr------ n J MACY'S ACCESS PANELS • • � � Q � �� ,� r ST GLASS DOORS AND LOCKS • • fi SOLITNCENTER MALL I'W1LA PKWY o z STOREFRONT GLAZING, HEADS 4 BASE • • EXIT DOOR PANIC HARDWARE /LOCK SET • • Y (Y Z � O 181 E -I I JCPENNEY a DIVISION IX: FINISHES SOLITNCENTER MALL STORE k461-11 m � - ACOUSTICAL CEILING • • INC. COMPLETE SUSPENSION SYSTEM 4 TILES GYPSUM BOARD, FRAMING AND ACCESSORIES • • REVERSE IMAGE VNYL GRAPHICS • • COORDINATE W/TENANT SIGN MFG/ INSTALLER z TILE - SETTING MATERIALS 4 ACCESSORIES • • L SEARS SALES AREA FLOORING 4 ADHESIVE • • REFER TO SPECIFICATION SHEET GI.1 FOR PREPERATION VINYL COMPOSITE TILE • • 71-N7/11 VINYL WALL COVERINGS • • VINYL BASE • • PAINT 4 PAINTING • • I LADY FOOTLOCKER WALL 4 CORNER GUARDS • • / SPACE #1560 LEVEL 1 of' 3 _s4_ WALK -OFF MAT • DIVISION X: SPECIALTIES PROJECT DIRECTORY CODE INFORMATION LIST OF DRAWINGS TOILET ROOM ACCESSORIES • • INC. GRAB BAR, DISPEN5ER5, MIRRORS 4 SHELVES STOREFRONT SIGN • • PROVIDE PANEL 4 BLOCKING FOR SIGN INSTALLER 4 ELEC. CONNECTION STOCK ROOM 51-ELVING 5Y5TEM5 • • INC. SHELVING, HANGROD5, LADDERS 4 MGR'S DESK TENANT APPLICABLE CODES: SI -IEET GI.@ 51-IEET TITLE COVER SHEET REVISION DATE AND NO FITTING ROOM BENCH TOP 4 COAT HOOK5 • • 0 4/ 09/8 0 /\ /�� / \ /n� LADY FOOT LOCKER FOOT LOCKER INC. 112 W. 34th STREET NEW YORK, NY 10120 PROJECT DESIGNER: LISA LIO TEL: 212 -120-3812 EMAIL: 11ioeFootIock r.com PROJECT CONSTRUCTION MANAGER JAY FOWLER TEL: 163 -494- 0128 FAX: 763 - 494 -9317 PLEASE DIRECT ALL INQUIRES TO PROJECT GON5TRU ION MANAGER SHOPPING CENTER INFORMATION ALL WORK DONE UNDER TH15 CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND CONSTRUCTION CRITERIA OF THE LANDLORD, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL AUTHORITIES HAYING JURISDICTION_ ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY TENANT'S CONTRACTOR ALL PERMITS AND LICENSES NECESSARY FOR NE EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR 13Y THE 'TENANT'S CONTRACTOR(S). APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: APPLICABLE CODES: (INCLUDING LOCAL AMENDMENTS) MIRRORS (FITTING ROOM 4 TOILET ROOM) • • .1 . BANNER TRACK SYSTEM • • G1.1 ARCHITECTURAL SPECIFICATIONS STOREFRONT WOOD PANELS • • REFER TO STOREFRONT DRAWINGS G1.2 MECHANICAL 4 ELECTRICAL SPECIFICATIONS DIVISION xI: EQUIPMENT - D1.0 DEMOLITION PLAN DIVISION XII: FURNISHINGS A1.0 CONSTRUCTION PLAN 4/ 09/8 SALES FLOOR DISPLAY FIXTURES • • AI.1 PARTITION TYPES 4/ 09/8 PERIMETER WALL OUTRIGGERS 4 PANELS • • 41.2 CONSTRUCTION DETAILS 4/ 09/8 CA51 -I WRAP, BACKWRAP MILLWORK • • 413 CONSTRUCTION DETAILS 4/ 09/8 MANAGER'S DESK • • A1.4 SEISMIC DETAILS DIVISION XIII: SPECIAL CONSTRUCTION 42.0 STOREFRONT PLAN AND ELEVATION 4/ 09/8 DIVISION XIY: CONVEYING SYSTEMS 1 BUILDING CODE: WASHINGTON STATE BUILDING CODE 2006 MECHANICAL CODE: WASHINGTON STATE MECHANICAL CODE 2006 ELECTRICAL CODE: NEC 2005 PLUMBING CODE: WASHINGTON STATE PLUMBING CODE 20 06 FIRE CODE: NFPA,. OTHER CODES: ADA F� OCCUPANCY GROUP: A2.1 STOREFRONT 4 SIGN DETAILS 4/ 09/8 DIVISION XV: MECHANICAL 422 STOREFRONT SIDE ELEVATION 4/09/8 SPRINKLER PIPING 4 HEADS • • • RELOCATE HEADS A5 NEEDED A3_0 FINISH PLAN 4/ @9/8 --- FIRE EXTINGUISHER(S) • • 45 REQUIRED BY LOCAL CODE SOUTHCENTRE MALL 304 SOUTHCENTRE MALL TUKWILA, WASHINGTON 98188 1 44.0 INTERIOR ELEVATIONS 4/ 09/8 � �p1� 99x � w �.Ad 4 � PLUMBING (SAN, DCW, DHW) • • PLUMBING FIXTURES • • A5.@ FIXTURE PLANS 4/ @9/8 q •�,1� t� ®���� DIFFUSERS 4 GRILLES • • CONTACT: ANDREW CIARROCHI TEL 2@6- 246 - @423 FAX: 2 @6 - 244 -86 @1 A FIXTURE SECTIONS AND DETAILS � - ����� V�1� M- MERCANTILE Permit No. CONSTRUCTION TYPE =: Plar review approval is subjea to errors and Omsk MECHANICAL EQUIPMENT • • A5.2 GASHWR4P AND B4CKWRAP DETAILS 1 111,K 7n1 .r '' , 1 ._ AIR CURTAIN • A6-m REFLECTED CEILING PLAN 4/ 09 /5 FIRE DAMPERS • WALL AND /OR COMBFNATFON SMOKE/FIRE DAMPERS LANDLORD INFORMATION ns. 1 TYPE 11 -B, UNPROTECTED NON- COMBUST11�roval o f Construct documents not author the Violation of any WESTFIELD CORPORATION @ ELECTRICAL POWER PLAN 4/ 09/8 J--C1,'` pi' 'Toy �t�9�, TOILET EXHAUST FAN, DUCTWORK, ROOF CAP • • AIR BALANCE REPORT • 116 01 WILSHIRE BLVD IITH FLOOR LOS ANGELES, CALIFORNIA 9@ @25 TENANT COORDINATOR: DAVID VAN GREUNINGEN T AX: 3 9 5 1 @ ARCH I TE adored or Q approved Feld Copy and Millions is .� t- 4 :: •edr B:` - 1 MISCELLANEOUS ELECTRICAL DETAILS 4/ @9 /S UILD - TEMPERATURE CONTROL SYSTEM • • E2.@ ELECTRICAL LIGHTING PLAN 4/ @9/8 SMOKE ALARM 4 CONTROLS • COORDINATE W/ LANDLORD 4 LOCAL CODES E3@ ELEGTRIGAL POWER RISER 4 SCHEDULES 4/ @9/8 .--- .-..� sate �p� �5 E4m MISCELLANEOUS ELECTRICAL DETAILS 4/ @9/8 DIVISION WI: ELECTRICAL l (�j4 ®� Tukwila .q� ,.. �w z ... _ Ml_@ MECHANICAL PLAN 4/ @9/8 MAIN SERVICE CONDUIT • • • VERIFY W/ RISER AND IN FIELD MAIN SERVICE WIRING • • • VERIFY W/ RISER AND IN FIELD M MECHANICAL DETAILS 4/m/8 JAMES M. HAMILL, AIA 58(d DECKER DRIVEa�4� SUITE 11@ TYING, TEXAS, 15 @62 CONTACT: DENNIS HONAKER TEL: (912) 114 - @42@ FAX: (9l2) 1i4- @282 PROJECT COORDINATOR °`9���.a� STORE TAB U LATI 0 N MAIN OYERCURRENT DEVICE IN LL ELEC RM • VERIFY W/ RISER AND IN FIELD METER REQUIREMENTS VERIFY W/ RISER AND IN FIELD -- � - R EV SIQNS ty� CONDUIT, WIRING 4 DEVICES VERIFY W/ RISER AND IN FIELD AREA 5Q. FT. CALCULATION OCCUPANT LDAp RATIO �',ar� s an a ade to th • Of wo� ith t pier o LIGHTING Tuwila BUiiding r Division � j�P�`TE PERMIT �t�1'E R evisins wi ll o require a new appr g!n REQUIRED FOR: and m ay in additional plan re'. va' FIXTURES /LAMPS • SEE PLAN A6 @ /V ERIFY W/RISER AND IN FIELD MAIN TELEPHONE CONDUIT • VERIFY W/ RISER AND IN FIELD SALES AREA: 1212 sca FT/ 3m PERSONS 42.4 o 59 % TIME CLOCK • • VERIFY W/ RISER AND IN FIELD STOCK AREA: -165 sa Fr/ 3mm PERSONS 2b 35 % AUDIO SYSTEM • K PAUL ARCHITECT, INC. 2660 SHERWDOD HEIGHT DRIVE OAKVILLE, ONTARIO, L6J 118 CONTACT: JOHN DEGIULI TEL (9 @5J 331 -98m@ FAX: (9 05) 331 -1986 ENGINEER NON -SALES AREA: 121 SR FT/ 300 PERSONS @_4 6 % [(Mechanical g Electrical Plumbing RECEIVED REvisiON rGas Piping CITY OF ' UK IL �---. City of Tukwila APR 2 1 2008 E I " ' l � I � � PERMIT CENTER DATA CONDUIT • • TOTALS 2,164 45,4 100 % DATA CABLING (LAN) • • 2 55 TPRDYIDED GCUPANTS OR MORE THAN 50 REQUIRES 2 EXITS CASH WRAP GABLE 4 RELATED CONNECTORS • • CASH WRAP CONDUIT 4 TERMINATION • • REGISTERS, COMPUTERS, PRINTERS, ETC. • • TENANT ELECTRICAL PANELS • • VERIFY W/ RISER AND IN FIELD TENANT ELECTRICAL TRANSFORMER • • VERIFY W/ RISER AND IN FIELD M- RETAIL ENGINEERING, INC. 150 BROOKSEDGE BLVD. WESTERVILLE, 01410 43081 CONTACT: WAYNE KRYSTEK TEL: 611 -818 -2323 FAX: 611- 818 -2331 POWER TO SIGN • • VERIFY W/ RISER AND IN FIELD SYMBOLS ABBREVIATIONS ALARM 4 CONTROLS • • VERIFY W/ RISER AND IN FIELD BURGLAR SYSTEM 1 • FIRE ALARM SYSTEM • • DETAIL NUMBER /LETTER AF.F. ABOVE FINISH FLOOR LAY. LAVATORY R0_ ROUGH OPENING BRG. BEARING MFR. MANUFACTURER RU-G. ROLL UP GRILLE BLDG. BUILDING MAX. MAXIMUM SIM. SIMILAR 5.0S. BOTTOM OF SOFFIT MIN. MINIMUM SPEC. SPECIFICATION CLG. CEILING MISC. MISCELLANEOUS SQ. SQUARE C.L. CENTER LINE N.I.G. NOT IN CONTRACT STD. STANDARD CONST. CONSTRUCTION O.C. ON CENTER TYP_ TYPICAL DIA. DIAMETER DPP. OPPOSITE U.N.O. UNLESS NOTED DIM DIM. DIMENSION PL. PLATE OTHERWISE EQ. EQUAL R, RAD. RADIUS PERT. VERTICAL FT. FEET RG.P. REFLECTED CEILING V.IF. VERIFY IN FIELD FLUOR FLUORESCENT PLAN W/ WITH GA. GAUGE pl=Q'p REQUIRED W/O WITHOUT G.C. GENERAL CONTRACTOR REV_ REYI5ION WD. WOOD G.W.B. GYPSUM WALL BOARD Rl"I- ROOM k, HT_ HEIGHT HQ - HORIZONTAL 1. TENANT'S CONTRACTOR 15 RESPONSIBLE FOR THE SCOPE OF OR DISCREPANCIES SHOULD BE BROUGHT TO TENANT PROJECT 2. ALL G- SHEETS RELATE TO ALL TRADES AND VENDORS. 3. TENANT'S CONTRACTOR 15 TO PROVIDE SCHEDULE AND PROJECT SUPPLIER/INSTALLER, SIGNAGE MANUFACTURER, LIGHTING SUPPLIER 4. FOR MATERIALS PROVIDED BY OTHERS, TENANT'S CONTRACTOR IF TENANT'S CONTRACTOR FAILS TO DO 50, THE TENANT'S CONTRACTOR 5. TENANT'S CONTRACTOR 15 RESPONSIBLE TO COORDINATE PROPER OFF - LOADING CARPET FROM DELIVERY TRUCK 6. TENANTS CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL COMPLETE. 1. TENANT TO PROVIDE TENANT CONTRACTOR WITH A COPY OF VENDOR SUPERINTENDENT. S. TENANT'S CONTRACTOR TO FURNISH TENANT PROJECT MANAGER a : ' i . e - • ■ r-r•' c MANAGER'S ATTENTION PRIOR TO SUBMISSION CALENDAR TO TENANT'S PROJECT MANAGER AND MISCELLANEOUS LOW VOLTAGE INSTALLERS). 15 TO RECEIVE AND 15 TO REPORT MISSING 15 RESPONSIBLE FOR CO5T5 RELATED RECEIPT OF ALL TENANT SUPPLIED ITEMS EXISTING FIXTURES THAT ARE TO REMAIN FROM ORDER RELEASE PACKAGE. TENANT'S WITH AS -BUILT DW65. REFLECTING ACTUAL OTHERWISE NOTED IN THE RESPONS1BLITY SCHEDULE ABOVE. ANY QUESTIONS OF A BID. TO SHARE WITH OTHER VENDORS (E.G_- FIXTURE SUPPLIER, FLOORING ITEMS DR DAMAGES TO TENANT PROJECT MGR WITHIN 48 HOURS OF RECEIPT. TO REPLACING MISSING OR DAMAGED TENANT FURNISHED MATERIALS. INCLUDING BUT NOT LIMITED TO HAVING ALL NECESSARY EQUIPMENT FOR THE TEMPORARY LOCATION BACK TO THE SITE AFTER CONSTRUCTION 15 CONTRACTOR TO ENSURE THAT THIS 15 MAINTAINED ON SITE BY FIELD CONDITIONS UPON COMPLETION OF JOB. CALL OUT Au ‹ REVISION LANDLORD NOTES DETAIL SHEET IDENTIFIER e SECTION - ELEVATION 49 ■ EQUIPMENT 1 1. TENANT CONTRACTOR TO VERIFY LOCATION AND GET IDENTIFIER APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTFfELD ON -SITE TENANT COORDINATOR BEFORE REF. TO EQUIPMENT. WALL SCHEDULE PROCEEDING WITH WORK 2- ALL COLOUR AND MATERIAL SELECTIONS MUST MEET ALL SECTION • RED To PARTITION C EDULE DOOR I CODE REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS. PLAN O IDENTIFIER MINIMUM CLEARANCE REF- TO ODOR SCHEDULE 1 DETAIL FINISH COLUMN MINIMUM IDENTIFIER FP -1 GRID LINE CLEARANCE 5 CL •R REF. TO DOOR SCHEDULE FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 -0420 PROJECT CO- ORDINATOR: 4 PAUL P A R T N E R S H I P Al TORONTO • CALGARY • V A N C O U V E R 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6.1 7Y8 1- 888 - 855 -5061 fax (905)337 -1986 Emphasis On Excellence ENGINEER M. Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 SEAL NO. 1 REVISIONS DESCRIPTION REVISED AS PER LANDLORD AND CLIENT COMMENTS DATE 04/09/8 DATE: 12/17/07 SCALE: AS NOTED GROSS AREA: 2,164 SQ. FT. SALES AREA: 1,272 SQ. FT. PROJECT # : 0711105 DRAWN BY: L.T. Lady Foot Locker • SOUTHCENTER MALL 304 SOUTHCENTER MAL T TU KW I LA, Y A, 98188 SPACE #1560 STORE No. 46171 SHEET TITLE COVER SHEET SHEET NO. Gi .0 GENERAL NOTES DIVISION I GENERAL REQUIREMENTS/ GENERAL CONDITIONS (CONT.) DIVISION III CONCRETE DIVISION VIII DOORS & WINDOWS (CONT.) DIVISION IX FINISHES (CONT.) I. VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS. BRING ANY DEVIATIONS TO THE ATTENTION OF NE TENANT'S PROJECT MANAGER 2. ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCING THE WORK FAILURE TO DO SO SHALL PLACE FULL RESPONSIBILITY FOR ANY ERROR5 UPON THE CONTRACTOR 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, AND /OR EASEMENTS, EXISTING UTILITIES, AND ANY UNDERGROUND OR SURFACE STRUCTURE OR CONDITIONS PRIOR TO COMMENCING THE WORK 4. UPON COMPLETION OF THE WORK, PROVIDE AND INSTALL A WALL FRAME WITH CLEAR PLEXI FACE OVER THE MANAGER'S DESK CONTAINING THE CERTIFICATE DF OCCUPANCY. 5. UPON COMPLETION OF THE WORK, PROVIDE AND INSTALL A P.V.C. TUBE A5 SPECIFIED IN THE PLANS WIN A COMPLETE COPY OF THE AS -BUILT CONSTRUCTION DOCUMENTS. 6. SEE RESPONSIBILITY SCHEDULE TO CLARIFY RESPONSIBILITIES 1 =0R SPECIFIED WORK K - CLEAN UP AT TURNOVER: THE STORE 15 TO BE PROFESSIONALLY CLEANED AND LEFT fN "READY FOR SELLING" CONDITION. STOREFRONT, LIGHTS, STORE FIXTURES, ADJACENT NEUTRAL PIERS AND LANDLORDS' BULKHEAD ARE TO BE GLEANED OF ALL DUST, GLUE, GROUT, AND MISAPPLIED PAINT. REMOVE ALL PROTECTIVE COVERINGS AND ALL CONSTRUCTION MATERIALS A5 DIRECTED BY THE PROJECT MANAGER HVAC FILTERS TO BE CHANGED FOLLOWING CLEANING. L - INSURANCE: SECURE, PAY FOR AND MAINTAIN, DURING CONSTRUCTION AND FIXTURING WORK WITHIN LEASED PREMISES, ALL OF THE INSURANCE POLICIES REQUIRED AND IN AMOUNTS AS SET FORTH HEREIN. WORK SHALL NOT COMMENCE UNTIL ALL REQUIRED INSURANCE HAS BEEN OBTAINED AND CERTIFICATES OF SUCH INSURANCE HAVE BEEN DELIVERED TO THE= LANDLORD AND TENANT. THE LANDLORD MUST BE NAMED A5 "ADDITIONAL INSURED ". CERTIFICATE OF INSURANCE 51-IALL COVER WORK PERFORMED BY THE CONTRACTOR, EACH SUBCONTRACTOR AND ALL MAJOR SUPPLIERS. THE TENANT GENERAL CONTRACTOR AND SUBCONTRACTORS REQUIRED MINIMUM COVERAGE AND LIMITS OF LIABILITY ARE AS FOLLOWS: 1. WORKMEN'S COMPENSATION INSURANCE INCLUDING PAYMENT TO THE EMPLOYEES OF THE CONTRACTOR, COMPENSATION PROVIDED BY THE WORKMEN'S COMPENSATION LAWS OF THE STATE N WHICH THE WORK 15 BEING PERFORMED, WITH LIMITS OF NOT LESS THAN $2,000,000. 2. CONTRACTOR'S PUBLIC LIABILITY INSURANCE, HAVING LIMITS OF NOT LESS THAN $2,000,000. 3 . CONTRACTOR'S PROTECTIVE LIABILITY INSURANCE, HAVING LIMITS OF NOT LESS THAN $2000000. 4. GENERAL THIRD PARTY PROPERTY DAMAGE INSURANCE, HAVING LIMITS OF NOT LESS THAT $2,000,000. 5. CONTRACTOR TO FURNISH A HOLD HARMLESS CERTIFICATE FOR VENATOR GROUP INC. 6. LIMIT TO BE ADJUSTED WHERE REQUIRED BY LANDLORD FOR ADDITIONAL COVERAGE ONLY TO MEET CRITERIA LISTED IN TENANT CRITERIA BOOKLET, OR 45 DISCUSSED IN PRE - CONSTRUCTION MEETING WITH LANDLORD REPRESENTATIVE. M - INDEMNIFICATION: TO THE FULLEST EXTENT PERMITTED BY LAW, THE CONTRACTOR 5HALL INDEMNIFY AND HOLD HARMLESS THE LANDLORD, TENANT, AND ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES. INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK, PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LO55 OR EXPENSE 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY OR TO DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS OF USE RESULTING THEREFROM. N - MISSING/DAMAGED FREIGHT: 1. OPEN BOXES WITH OBVIOUS DAMAGE. 2 . BEFORE SIGNING THE FREIGHT BILL, NOTE SPECIFICALLY THE ITEM(5) DAMAGED OR MISSING. (EXAMPLE) -(4) PANELS - PERIMETER WALL DAMAGED. DO NOT JUST NOTE "I CARTON DR PALLET DAMAGED." 3. AFTER THE PROBLEM 15 NOTED ON THE FREIGHT BILL, HAVE CARRIER'S DRIVER ALSO SIGN IT. THIS WILL VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF DAMAGE. 4. THERE ARE TIME =S WHEN DAMAGE 15 DISCOVERED ONLY UPON UNPACKING THE FREIGHT. IN ORDER TO RECEIVE PAYMENT IN SUCH CASE, WE MUST PROVE THAT THE FREIGHT WAS DELIVERED IN DAMAGED CONDITION. THEREFORE, ALL CARTONS MUST BE INSPECTED FOR SIGNS OF DAMAGE OR ABUSE, AND IF FOUND, THE FREIGHT BILL SHALL BE NOTED AND SIGNED AS IN 1 AND 2 ABOVE. 5. SEND ALL REQUIRED DOCUMENTATION VIA FAX TO VENATOR PURCHASING MANAGER OR PROJECT MANAGER WITHIN 48 HOURS OF TAKING RECEIPT OF MATERIALS. IF TENANT'S CONTRACTOR FAILS TO FOLLOW THIS PROCEDURE, TENANT'S CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RELATED TO THE REPLACEMENT OF MISSING OR DAMAGED "TENANT FURNISHED" MATERIALS. A - PATCHING (WHEN REQUIRED): I. MINIMUM 3000 P51 CONCRETE FILLER AND PATCHING WHERE EXISTING SLAB HAS BEEN REMOVED FOR UNDER SLAB CONDUITS, PLUMBING, EC. B - CONCRETE SLAB: 1. INSTALL MINIMUM 3000 P5I CONCRETE WITH 6" X 6" - UJI.4 X W1.4 W.WF. At MID LEVEL OVER 6 MIL. VAPOR BARRIER (AT SLAB ON GRADE CONDITIONS OR ADHERE TO LOCAL GODS REQUIREMENTS). INSTALL CONTROL JOINTS AT MAX. 200 5F. B - STOREFRONT GLAZING: 1. GLAZING, 1/2" THIGK CLE=AR TEMPERED GLASS (OR AS INDICATED ON DRAWINGS), POLISH ALL EXPOSED EDGES. 2. PROVIDE AND INSTALL KAWANEER CLEAR GLAZING CLIPS OR BUTTONS A5 REQUIRED BY LOCAL CODE. 3. REFER TO DETAILS FOR GLAZING BASE AND HEAD CHANNELS. C - GLASS AND GLAZING: 1. MIRRORS SHALL BE 1/4" CLEAR PLATE PROVIDED AND INSTALLED BY THE CONTRACTOR WITH CONTINUOUS CHROME J -CLIP, STYLMARK #420068 OR EQUAL, TOP AND BOTTOM (MITERED CORNERS) AND ADHESIVE RECOMMENDED BY MIRROR MANUFACTURER SEAL ALL EDGES WITH CLEAR SILICON CAULK, ALL SIDES. D - ACCESS DOORS: 1. PROVIDE FLUSH TYPE METAL ACCESS DOORS MIN 16" X 20 ", OR AS SPECIFIED ON THE DRAWINGS, MANUFACTURE=D FROM # 14 GA. STEEL, COMPLETE WITH FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM # 16 GA. STEEL, WITH ANCHORS. 2. INSTALL ACCESS DOORS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED VALVES, AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTI AND AS APPROVED BY THE TENANT'S PROJECT MANAGER 3. ACCESS DOORS SHALL BE SUITABLE FOR INSTALLATION IN THE SPECIFIED WALL AND CEILING MATERIALS. 4. ACCESS DOORS LOCATED IN FIRE -RATED WALLS, FLOORS, CEILING -FLOOR OR GELLING -ROOF ASSEMBLIES SHALL BE UL FIRE RATED LISTED AND LABELED. 5. PROVIDE KEYED LOCK AT ALL ACCESS DOORS IN COMMON AREAS. 6. FINISH TO MATCH ADJACENT SURFACES. E - STOREFRONT CLOSURE: 1. INSTALLATION AND SUPPORT OF ROLL -UP GRILLE OR SECURITY GATE MUST COMPLY WITH LOCAL CODES. 2. REMOVE OBSTRUCTIONS THAT WILL HINDER INSTALLATION OF GRILLE. COORDINATE DELIVERY AND INSTALLATION WIN INSTALLER 3. PROTECT GRILLE FROM DAMAGE BEFORE, DURING, AND AFTER INSTALLATION E - CARPET: 1. CARPET, TERRAllO 5TRIP, AND /OR REDUCER MUST BE NEW MATERIALS AND MUST CONFORM TO ALL CODE REQUIREMENTS AND INDUSTRY QUALITY STANDARDS. 2. PREPARE FLOOR SURFACE TO ELIMINATE HOLES, CRACKS OR BUMPS. ALL EDGE CONDITIONS AT MALL FLOOR AND CARPET TO BE FLOATED UP FOR SMOOTH, EVEN TRANSITION. 3. CARPET SHALL BE TURNED OVER CLEAN AND WITHOUT STAINS OR SNAGS DUE TO CONSTRUCTION WORK PROTECT CARPET BEFORE, DURING, AND AFTER INSTALLATION. 4. INSTALL ALL CARPET AS PER "CARPET INSTITUTE" RULES AND GUIDELINES. F - VINYL COMPOSITION TILE/VINYL BASE: L I/8 X 12" X 12 VINYL RESILIENT TILES WITH 4" (OR 6) HIGH X 1/8 „ THICK, TOP -SET, STRAIGHT VINYL BASE AT CARPET AND COVE AT VINYL TILE. (PRE FORMED CORNERS ARE REQUIRED). SEE FINISH SCHEDULE FOR SPECIFIED MATERIALS. 2. FILL ALL CRACKS, JOINTS, ETC. N 5U5 -FLOOR WITH CRACK FILLER APPROVED BY FLOORING MANUFACTURER INSTALL ALL MATERIALS WITH WATERPROOF TYPE ADHESIVES A5 RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIALS AND SURFACE INVOLVED. 3. SLABS OR SUB- FLOORING TO BE MOISTURE TESTED AND RESULTS COMPARED TO MANUFACTURERS RECOMMENDED INSTALLATION GUIDELINES. ANY PROBLEMS DUE TO MOISTURE TESTING TO BE REPORTED TO TENANT'S PROJECT MANAGER IMMEDIATELY. G - CERAMIC TILE: 1. PROVIDE AND INSTALL CERAMIC TILE WHERE INDICATED. 2- THICKNESS OF FLOORING MATERIALS MAY VARY. PROVIDE A MORTAR BED THAT RESULTS IN A FLUSH FLOOR FINISH CONDITION. 3. INSTALL TILES USING RECOMMENDED METHODS OF THE "TILE CONTRACTORS ASSOCIATION OF AMERICA" AND THE "TILE COUNCIL OF AMERICA INC." USING THE THIN SET METHOD. TILE JOINTS ARE TO BE 1 /S" WIDE. 4. CAREFULLY CLEAN ALL WORK (ALL GROUT FILM MUST BE REMOVED) AND REPLACE OR REPAIR ANY DAMAGED WORK AND LEAVE IN PERFECT CONDITION USE NO ACID AGENT OR DEVICE THAT WILL MAR SURFACE. H - PREFINISHED WOOD PANELS 1. INSTALL PREFINISHE ' WOOD PANEL WITH SOLID OAK EDGES PER DRAWINGS OR AS DIRECTED BY TENANT'S PROJECT MANAGER 2. PROVIDE BLOCKING PER DETAILS AND PER MANUFACTURER'S INSTRUCTIONS. 3. COLOR PATTERNS SHOULD FOLLOW OUTLINE IN FINISH SCHEDULE AND INTERIOR ELEVATIONS. DIVISION IV MASONRY A - NO WORK UNDER TI-115 SECTION UNLESS REQUIRED FOR PROPER CUTTING AND REPAIR OF BUILDING SHELL. IN THIS EVENT, ALL WORK SHALL BE PERFORMED TO THE HIGHEST LEVELS OF QUALITY AND CRAFTSMANSHIP AND 5HALL BE COORDINATED WITH LANDLORD'S REPRESE=NTATIVE. DIVISION V METALS SPECIFICATIONS A - METAL STUDS: 1. 20 GA. MINIMUM AT NON-SALES WALLS, AT STOREFRONT OR WALLS WITH DECKS ABOVE, 2. 2 5 GA MINIMUM, AT 16" O.G. MAXIMUM AT TYPICAL PARTITIONS UNLESS OTHERWISE NOTED. 3. PROVIDE ALL FASTENERS, SCREWS, BOLTS, CLIPS, ANCHORS, ANGLES, BRIDGES, BRACKETS, SLEEVES, ETC., AS REQUIRED. B - STRUCTURAL STEEL AND /OR HEAVY GAUGE METAL FRAMING: 1. INSTALL FRAMING, CONNECTION PLATES, SCREWS, BOLTS, ETC. A5 SHOWN IN THE PLANS AND DETAILS. G - PROTECTIVE CORNER GUARDS: 1. PROVIDE AND INSTALL METAL CORNER GUARDS AT ALL OUTSIDE CORNERS IN NON-SALES AREA (2" x 2" x 42 "). SPACKLE AND SAND SMOOTH. D - REVEALS: 1. INSTALL METAL REVEALS SIZE AND LENGTH 45 MAY BE INDICATED ON THE PLANS. BLOCKING OR BACKING AS REQUIRED TO SECURE SHALL BE PROVIDED. 2. PAINT OR FINISH PER PLANS. E - EXPANSION JOINTS - INSTALL 45 PER PLANS AND MFR'S RECOMMENDATIONS: 1. USG 053 FOR CEILINGS AND WALLS, AS MAY BE INDICATED IN NE DRAWINGS. 2. 100 OR 200 SERIES AS REQUIRED FOR APPLICATION (OPTIONAL 1 DEPTH) WITH ELASTOMERIC FILLER TO MATCH FINISH A5 MANUFACTURED BY CDNSFEC SYSTEMS INC., MUNGY, PA (111) 546 -5541, (800) 859 -S453 F - UNISTRUT SPACE FRAME GRID SYSTEM A5 REQUIRED FOR LIGHTING, TV MONITORS, CEILING ACCESSORIES OR MECHANICAL SYSTEMS SUSPENSION: 1. PROVIDE AND INSTALL PER MANUFACTURES SPECIFICATIONS WITH ALL ACCESSORIES REQUIRED FOR A COMPLETE JOB. 2. SUPPORT WITH THREADED RODS AND NUTS FROM STRUCTURE A5 REQUIRED OR DETAILED. 3. CONTACT UNISTRUT SPACE FRAME SYSTEMS AT (630) 713 -3460. DIVISION I GENERAL REQUIREMENTS/ GENERAL CONDITIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE AND OPERATIONAL TENANT SPACE INCLUDING, BUT NOT LIMITED TO ALL FINISHES, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION. A - COORDINATION: L OBTAIN A COPY OF THE TENANT CONTRACTOR GUIDELINES I- IANDRDOK AND COMPLY WITH THE REQUIREMENTS. NOTE IN PARTICULAR THE 1■5URANCE REQUIREMENTS, MALL CONSTRUCTION PROCEDURES, UTILITY LOCATIONS, TEMPORARY REQUIREMENTS, MALL CONSTRUCTION PROCEDURES, TEMPORARY BARRICADE WALLS, CONSTRUCTION MATERIALS, HAUL OFF, AND PERMIT INFORMATION. 2. COORDINATE UJORK WITH THE UJORK OF OTHER TRADES, THE LANDLORD'S FORCES, AND GENERAL CONTRACTOR, TO AVOID CONFLICTS AND EXPEDITE THE COMPLETION OF THE PROJECT. 3. NO WORK SHALL COMMENCE WITHOUT CONSENT OF THE LANDLORD. B - PAYMENT AND WAIVER OF LIENS: ALL PAYMENTS MADE TO THE TENANT'S GENERAL CONTRACTOR FOR THIS PROJECT ARE TO BE ALLOCATED FOR THIS PROJECT ONLY FOR PAYMENTS TO SUBCONTRACTOR'S, MATERIAL SUPPLIERS, AND AGENTS AUTHORIZED BY SPECIFIC CONTRACTORS TO PERFORM WORK OR SUPPLY MATERIALS TO THI5 PROJECT. THE TENANTS' GENERAL CONTRACTOR 15 REQUIRED TO SUBMIT PARTIAL WAIVERS OF LIEN FOR 1-15 WORK 45 WELL AS FOR 1-415 WORK, ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS. THE FINAL TEN PERCENT RETENTION ON THI5 PROJECT MUST INCLUDE SIGNED AND EXECUTED WAIVERS OF LIEN INDICATING 100% COMPLETION AND 100% PAYMENT IN FULL BY ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS. A LIST OF ALL SUBCONTRACTORS, INCLUDING ADDRESS AND PHONE NUMBER, ARE TO BE PROVIDED TO THE STORE AND TO THE TENANT'S HOME OFFICE. C - QUALITY OF WORK: ALL WORK SHALL BE PERFORMED IN A SAFE AND WORKMAN LIKE MANNER IN ACCORDANCE WITI -1 ACCEPTED CONSTRUCTION STANDARDS AND °SJ -L4. REQUIREMENTS. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE PLANS UNLESS A VARIANCE 15 APPROVED BY THE TENANT AND ALL AUTHORITIES HAVING JURISDICTION. ALL EQUIPMENT 4 MATERIALS UNDER THE CONTRACT ARE TO BE NEW UNLESS OTHERWISE SPECIFIED IN THE PLANS. D - CODE COMPLIANCE: IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE CERTAIN THAT ALL WORK 15 IN COMPLIANCE WITH ALL CODES, ORDINANCES, AND REGULATIONS OF ALL PUBLIC AUTHORITIES HAVING JURISDICTION ( ELF. -NFL., ETC.). E - DIMENSIONS, UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED FROM FINISHED TO FINISHED FACE OF MATERIALS, FACE OF STOREFRONT, OR LEASE LINE. VERIFY ALL PROPOSED DIMENSIONS TO BE CONSISTENT WITH FIELD CONDITIONS. ADVISE TENANT'S PROJECT MANAGER OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND ACTUAL JOB CONDITIONS BEFORE COMMENCING THE WORK ALL ANGLES SHALL BE 90 OR 45 DEGREES, UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DOCUMENTS. F - S1-101F DRAWINGS: 1. SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH CONTRACTOR REQUIRES, PLUS TWO COPIES, TO THE TENANT'S PROJECT MANAGER FOR APPROVAL. 2. SUBMITTALS MUST BE SCHEDULED 50 AS NOT TO IMPEDE THE PROGRESS CF THE WORK 2. MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS, AND OTHER DATA. SUPPLEMENT MANUFACTURER'S STANDARD DATA TO PROVIDE INFORMATION SPECIFIC TO THIS WORK 3, INDICATE SPECIAL UTILITY AND ELECTRICAL CHARACTERISTICS, UTILITY CONNECTION REQUIREMENTS, AND LOCATION OF UTILITY OUTLETS FOR SERVICE FOR FUNCTIONAL EQUIPMENT AND APPLICANCES. 4. IDENTIFY VARIATIONS FROM CONTRACT DOCUMENTS AND PRODUCT OR SYSTEM LIMITATIONS WHICH MAY AFFECT THE CONSTRUCTION PROGRESS. 5. DIRECT ALL SUBMITTALS TO THE TENANT'S PROJECT MANAGER G - GUARANTEE: GUARANTEE IN WRITING ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF COMPLETION AND ACCEPTANCE BY THE TENANT. ALL WORK SHALL CONFORM TO REQUIREMENTS OUTLINED IN THE LANDLORD'S SPECIFICATION TO LESSEE AND SHALL BE APPROVED BY THE LANDLORD. FURNISH THE FOLLOWING UPON COMPLETION OF WORK: 1. CERTIFICATE OF OCCUPANCY 2. GENERAL CONTRACTOR'S AFFIDAVIT 3. GENERAL CONTRACTOR'S RELEASE OF WAIVER OR LIEN 4. AN EXECUTED AND ACKNOWLEDGED RELEASE OF MECHANICAL LIENS WITH RESPECT TO DEMISED PREMISES EXECUTED BY THE TENANT'S GENERAL CONTRACTOR AND EVERY SUB CONTRACTOR AND SUPPLIER OF LABOR AND MATERIALS ENGAGED IN TENANT'S WORK 5. ELECTRICAL INSPECTION CERTIFICATE 6. UNDERWRITER'S APPROVAL CERTIFICATE FOR THE ELECTRICAL WORK 1. HVAC WARRANTY 8. OPERATIONS MANUALS FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT. H - SUPERVISION: PROVIDE A FULL TIME, QUALIFIED SUPERVISOR ON THE JO8 SITE ANY WORK REQUIRED TO BE COMPLETED DURING NON - BUSINESS HOURS SHALL BE INCLUDED IN THE BID. NOTIFY MALL MANAGER PRIOR TO PERFORMING ANY NON - BUSINE=SS HOUR WORK 1_ UTILITIES: ARRANGE AND PAY FOR ALL TEMPORARY UTILITIES. VENATOR MANAGEMENT DEPARTMENT WILL ESTABLISH OR TRANSFER SERVICE UNDER THE VENATOR NAME UPON COMPLETION OF CONSTRUCTION AND TURNOVER FOR MERCHANDISING. J - TELEPHONE: INSTALL AN ON SITE JOB TELEPHONE AND FAX MACHINE DURING THE ENTIRE CONSTRUCTION PERIOD AND NOTIFY THE TENANT'S PROJECT MANAGER IMMEDIATELY OF THE TELEPHONE AND FAX NUMBERS. TENANT MAY OBTAIN LOCAL AND LONG DISTANCE TELEPHONE SERVICE FROM ITS PROVIDER OF CHOICE. K - TRASH REMOVAL: THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL OF ALL TRASH, RUBBISH AND SURPLUS MATERIALS FROM THE JOB SITE. DIVISION IX FINISHES A - GYPSUM DRYWALL: 1. PROVIDE AND INSTALL ALL GYPSUM DRYWALL SYSTEMS COMPLETE WITH PARTITION MATERIALS, ETC. A A5 FRAMING. CEILING SUSPENSION! 5, AND RELATES ACCESSORIES, PARTS, S SHOWN O N THE DRAWINGS AND A5 SPECIFIED. OHE INSTALL ALL MATERIALS PER THE MFR'S SPECIFICATIONS AND RECOMMENDATIONS. 2. GYPSUM DRYWALL: U.S. GYPSUM 5/8" THICK FIRE CODE SHEET ROCK (TYPE "X ") PANELS OF STANDARD QUALITY OR APPROVED EQUAL. 3. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE. 4. ACCESSORIES AND TRIM: U.S. GYPSUM BOARD OR GOLD BOND SYSTEM OF COMPONENTS AND PERFORATED TAPE. ALL METAL TRIM SHALL BE PERFORATED FLANGE TYPE FOR COMPOUND FINISH. B - CEILING SYSTEMS: 1. FURNISH AND INSTALL CEILING SYSTEMS COMPLETE WITH SUSPENSION SYSTEM AND RELATED ACCESSORIES AS SHOWN ON DRAWINGS AND 45 SPECIFIED. 2. ALL LIGHT GAUGE METAL FRAMING AND CEILING SUSPENSION COMPONENTS FOR SOFFITS, GYPSUM BOARD AND LAY -IN CEILINGS SHALL BE ANCHORED TO THE STRUCTURAL JOISTS AND BEAMS ONLY. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR PROVIDING AND INSTALLING ANY ADDITIONAL FRAMING REQ'D. 3. SUSPENSION SYSTEMS SHALL BE ADEQUATE TO SUPPORT LIGHTING FIXTURES, CEILING GRILLES, DIFFUSERS AND OTHER TYPICAL CEILING ACCESSORIES. PROVIDE SYSTEM COMPONENTS FROM A SINGLE MANUFACTURER 4. INSTALL CEILING AND SUSPENSION SYSTEMS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND ALL APPLICABLE BUILDING CODE REQUIREMENTS, FINISH CEILING SHALL SE LEVEL WITH JOINTS, SNUG AND SQUARE, AND IN PERFECT CONDITION. . MATERIALS AND FINISHES a. REFER TO REFLECTED CEILING PLAN FOR SPECIFICATION OF MATERIALS. b. REFER TO FINISH PLAN FOR SPECIFIED CEILING FINISH. c. LEAVE ONE CASE OF CEILING TILES FOR LATER REPLACEMENT. d. CEILING WHERE NOTED ON FLANS SHALL BE 1 HOUR RATED AND 51-IALL CONSIST OF CLASS "A" TILES WITH SUSPENSION GRID, HARDWARE, CLIPS, ETC. NECESSARY TO ACHIEVE RATING. C - PAINTING, FINISHING, AND WALL COVERING: 1. PROVIDE A SATISFACTORY FINISH THROUGHOUT, UNLESS SPECIFICALLY DIRECTED OTHERWISE IN THE DRAWINGS, COVER ALL SURFACES THOROUGHLY AND EVENLY. IF TI-1E NUMBER OF COATS SPECIFIED DOES NOT ACCOMPLISH THE INTENT, APPLY ADDITIONAL COATS OF SPECIFIED MATERIAL TO PROVIDE SATISFACTORY COVERAGE. SEE FINISH SCHEDULE FOR SPECIFICS. 2. USE ONLY THE PAINT AND RELATED MATERIALS SPECIFIED. 3. PREPARE BY GLEANING ALL SURFACES FREE OF LOOSE DIRT AND DUST PREPARE ALL METAL SURFACES IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN SPECIFICATIONS. 4. PAINTED DRYWALL SHALL RECEIVE ONE COAT OF LATEX PRIMER AND TWO COATS OF SPECIFIED PAINT. TINT PRIMER TO APPROXIMATE OF THE FINAL COAT. TOUCH UP ALL SUCTION SPOTS OR HOT SPOTS AFTER THE APPLICATION OF THE FIRST COAT AND BEFORE APPLYING A SECOND COAT, TO PRODUCE AN EVEN RESULT IN THE FINISH COAT. DRY ALL COATS THOROUGHLY BEFORE APPLYING SUCCEEDING GOATS. FOLLOW MFR 5 RECOMMENDATIONS FOR RE -GOAT TIME SEAL ALL DRYWALL SURFACES BEHIND MIRRORS AND BUILT -IN COMPONENTS. S. PUTTY ALL NAIL HOLES, COUNTER SUNK SCREWS, BOLTS, FILL CRACKS, ETC. BEFORE APPLYING FINISH. 6. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 1. BEFORE STARTING FINISH WORK, REMOVE HARDWARE, ACCESSORIES, PLATES, LIGHTING FIXTURES AND SIMILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR SUCH ITEMS. S. PAINT ALL RADIATION COVERNGS, CONVECTORS, REGISTERS, LOUVERS, GRILLES, EMERGENCY LIGHTS, SPEAKERS, TRIM LIGHTS, EXPOSED PIPING, ACCESS DOORS, VENTS, FIRE EXTINGUISHER CABINETS, EQUIPMENT MOUNTING BOARDS, ETC. UNLESS OTHERWISE NOTED OR DIRECTED. 9. MAKE FINISH WORK UNIFORM OR APPROVED FINISH, SMOOTH, FREE or RUNS, SAGS, AND DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS 51-IARP AND CLEAN WITHOUT OVERLAPPING. 10. WALL COVERINGS: REFER TO THE FINISH SCHEDULE AND FINISHES A5 NOTED ON DRAWINGS FOR LOCATION AND EXTENT. a. ALL MATERIAL TO BE INSTALLED BY SKILLED WORKMEN, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. b. SEAL DRYWALL BEFORE APPLICATION OF WALL COVERING WITH LATEX PRIMER c. WALL COVERING ADHESIVES ARE TO BE PREMIXED A5 RECOMMENDED BY THE MANUFACTURER FOR NE SPECIFIC SURFACES. d. LEAVE FINISHED INSTALLATION FREE OF BLISTERS, WRINKLES OR OTHER DEFECTS. ALL SEAMS 51-1ALL BE TIGHTLY CLOSED. MATCH ADJACENT STRIPS AS REQ'D, CONSISTENT WITH PATTERN SELECTED. e. IF CLEANING 15 REQUIRED, USE ONLY MATERIALS AND METHOD RECOMMENDED BY THE MANUFACTURER F. UNROLL AND CHECK WALL COVERING FOR DEFECTS IMMEDIATELY UPON DELIVERY. g. DO NOT HANG DEFECTIVE WALL COVERING. ALERT TENANT'S PROJECT MANAGER OF DEFECTIVE MATERIAL AND COORDINATE APPROPRIATE ACTION. D - FIBERGLASS REINFORCED PANELS: 1. PROVIDE AND INSTALL 1 /8" FIBERGLASS REINFORCED PANELS ON SURFACES 45 SHOWN ON PLANS. 2. CONSULT FINISH SCHEDULE FOR MANUFACTURER'S COLOR AND NUMBER INSTALL PER MANUFACTURER'S RECOMMENDATION. DIVISION X SPECIALTIES A - PERIMETER WALL OUTRIGGER SYSTEM: L INSTALL PREFASRICATED/PREFINISHED PERIMETER WALL MERCHANDISING AND DISPLAY SYSTEM PER DRAWINGS. 2. PROVIDE IN -WALL BLOCKING A5 NEEDED TO PROVIDE ADEQUATE SUPPORT. 3. INSTALL OVER FINISHED WALL SURFACE PER MANUFACTURERS INSTRUCTION B - LAVATORY ACCESSORIES: 1. FURNISH AND INSTALL BATHROOM ACCESSORIES (SEE 5CHEDULE) "BOBRICK" OR EQUAL. 2. ACCESSIBLE ACCESSORIES - PROVIDE ALL HANDRAILS, FIXTURES, ETC. REQUIRED BY CODE. CONFIRM REQUIREMENTS PRIOR TO INSTALLATION. 3. INSTALL IN -WALL BLOCKING A5 NEEDED TO PROVIDE ADEQUATE SUPPORT FOR ACCESSORIES. G - SIGNS /SIGNAGE: 1. INSTALL ALL TEMPORARY SIGNS AND BANNERS AS REQUIRED, BASED UPON INSTRUCTIONS OF TENANT'S PROJECT MANAGER. D - AUDIO/VIDEO SYSTEMS: 1. REFER TO MANUFACTURER'S SPECIFICAITONS AND INSTALLATION INSTRUCTIONS. E - STOCKROOM MOBILE /SHELVING SYSTEM: 1_ CONFIRM CODE COMPLIANCE WITH TENANT PROJECT MANAGER PRIOR TO SHIPMENT AND INSTALLATION. F - FITTING ROOM ACCESSORIES: 1. PROVIDE IN -WALL BLOCKING AS NEEDED TO PROVIDE ADEQUATE SUPPORT. 2. INSTALL OVER FINISHED WALL SURFACE PER MANUFACTURER'S INSTRUCTION. 1 REVIEWED .J` F CODE rnMDI T t rni� DIVISION VI WOOD & PLASTICS A - CARPENTRY 4 BLOCKING: BEFORE USING WOOD FRAMING OR BLOCKING OF ANY TYPE, CONFIRM CODE RESTRICTIONS. IF USE OF WOOD 15 PERMITTED BY REQUIREMENTS, ADHERE TO THE FOLLOWING GUIDELINES: L USE NEW LUMBER BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER WHICH IT UJA5 PRODUCED. ALL MATERIALS SHOULD HAVE FACTORY EDGES AND CORNERS. 2. LAYOUT CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINI5WE0 WORK INSTALL BLOCKING, HAILERS, FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS REQUIRED. BRACE, PLUMB AND LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY SECURE N PLACE WITH SUFFICIENT FICIENT NAILS, SPIKES, SCREWS AND BOLTS AS NECESSARY. 3. FURNISH AND INSTALL ROUGH AND FINISHED PLYWOOD, FURRING, SUPPORTS, ETC. 4. FURNISH AND INSTALL ALL ROUGH HARDWARE, ANCHORS, BOLTS, ETC. AS REQUIRED FOR CARPENTRY WORK 5. ALL EXISTING DR NEW WOOD SHALL BE FIRE RETARDANT AND MUST BE IDENTIFIED WITH A UL LABEL CERTIFYING THIS CLASSIFICATION. B - MILLWORK 1. RECEIVE AND INSTALL ALL PRE - FINISHED MILLWORK AND CABINETS, PANELING, ODORS AND FRAMES, ETC., A5 SHOWN ON DWGS. DR A5 DIRECTED. 2. CUT, FIT AND INSTALL ALL MILLWORK AND SET PLUMB AND TRUE IN ACCORDANCE WITH ASSEMBLY /INSTALLATION DRAWINGS PROVIDED. 3. BACK OUT FLAT TRIM TO PREVENT WARPING. DRILL WHERE NECESSARY TO PREVENT SPLITTING. 4. CONFIRM BLOCKING REQUIREMENTS WITH VENDORS PRIOR TO CLOSING UP ALL ASSEMBLIES. DIVISION I I SITE CONSTRUCTION A - VERIFY EXISTING CONDITIONS AND LOCATIONS OF UTILITIES, ROOF DRAINS, HVAC EQUIPMENT, ETC., PRIOR TO COMMENCING THE WORK B - DEMOLITION: 1. SCOPE OF WORK NIS 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 NE DRAWINGS AND SPECIFIED HEREN. IN GENERAL, THE ITEMS TO BE PERFORMED UNDER TI-115 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 A5 SPECIFIED ON THE DRAWINGS. FOR TAKE -OVER PROJECTS VENATOR REP. MAY ELECT TO RE -USE EXISTING STOCK AREA CONDITIONS FOR PROJECTS INVOLVING EXISTING VENATOR OWNED STORES. IN SUCH CASE VERIFY WITH VIENATOR CONSTRUCTION MANAGER BEFORE REMOVAL AND CONSTRUCTION. 2. DISCONNECTION OF SERVICES a. EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION UJORK SHALL BE RE- ROUTED AS NECESSARY TO PROVIDE TEMPORARY CONTINUATION SERVICE. b. DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN AN APPROVED MANNER c. SPRINKLER SHUT -DOWN SHALL BE COORDINATED WITH THE BUILDING PRIOR TO EXECUTION OF WORK 3. ABANDONED CONDUITS AND OTHER UTILITIES WIRING 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 NEW CONSTRUCTION 4. DEMOLITION OPERATIONAL PROCEDURES 51-1ALL BE OPTIONAL WITH CONTRACTOR INSOFAR THAT PROCEDURES DO NOT INFRINGE ON THE APPROVED WORK SCHEDULE OR SALVAGE REQUIREMENTS. WHERE SALVAGING 15 REQUIRED, PROCEDURES SHALL BE SUCH THAT THE MAXIMUM AMOUNT OF SALVAGE WILL RESULT. MATERIALS AND EQUIPMENT TO BE SALVAGED, IF ANY, ARE LISTED BELOW. 5. DISPOSAL OF MATERIALS, EQUIPMENT, AND DEBRIS a. MATERIALS AND 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 REQUIRED FOR REUSING NE ITEMS. RECONDITIONING AND INSTALLING OF SUCH ITEMS ARE SPECIFIED IN THE DRAWINGS AND APPLICABLE SECTIONS OF THESE SPECIFICATIONS. ANY SUCH ITEMS 51-1ALL BE PACKAGED AND PROPERLY STORED AND PROTECTED UNTIL TIME FOR THEIR U5E. b. MATERIALS AND EQUIPMENT NOT TO 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. 6. CLEAN UP SALVAGED MATERIALS SHALL NOT BE SOLD AT THE SITE. CONTRACTOR SHALL DISPOSE OF ALL DEBRIS RESULTING FROM DEMOLITION OPERATIONS. THE CONTRACTOR SHALL LEAVE THE PROPERTY, THE ADJACENT TENANT SPACES AND THE BUILDING IN A CLEAN CONDITION, SATISFACTORY TO LOCAL AUTHORITIES AND TENANT PROJECT MANAGER Y. Y ' APPROVED DIVIS XI EQUIPMENT JAN 24 2008 A - THE UJORK UNDER TI-115 SECTION 15 TO BE INSTALLED ACCORDING TO 51-10 d Of Tukwila DRAWINGS AND SPECIFICATIONS OF THE ASSOCIATED MANUFAGTUR BUILDING D 10 i B - REFER TO RESPONSIBILITY SCHEDULE ON Gl.m FOR PARTIAL LIST OF ITEMS. • DIVISION VII THERMAL & MOISTURE PROTECTION DIVISION XI I FURNISHINGS A - VAPOR BARRIER: 1. 1. PROVIDE AND INSTALL 6 MIL PO LYETHYLENE BELOW ALL REQUIRED PATCH AREAS AT SLAB ON GRADE CONDITIONS AND 4 MIL. POLYETHYLENE AT WALLS THAT RECEIVE BATT INSULATION. B - ELASTOMERIC CRACK BRIDGING: 1. PROVIDE AND INSTALL ELASTOMERIC CRACK BRIDGING A5 MANUFACTURED BY NATIONAL APPLIED CONSTRUCTION PRODUCTS, INC., P.D. BOX 1266, CUYAHOG4 FALLS, OHIO 44223± PHONE 213- 928 -3414, OR APPROVED EQUAL. C - BATT INSULATION: 1. PROVIDE AND INSTALL MINIMUM R -13 FRICTION FIT, FULL BATT INSULATION AS MANUFACTURED BY OWENS- CORNING FIBERGLASS OR EQUAL WHERE INDICATED ON DRAWINGS. D - WATERPROOF MEMBRANE: 1. PROVIDED AND INSTALL A (M) 30 MIL. (MIN) WATERPROOF MEMBRANE. EXTEND A MINIMUM OF 4" UP VERTICAL SURFACES IN TOILET R" ISJOR AS REQUIRED BY LANDLORD. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. E - FIREST❑PPING: 1. PROVIDE AND INSTALL UL TESTED FIRESTOPPING ASSEMBLIES A5 ARE APPLICABLE FOR EACH CONDITION ENCOUNTERED. IN THE ABSENCE OF TESTED ASSEMBLIES, PROVIDE FIRESTOPPING ASSEMBLIES 45 RECOMMENDED BY THE FIRESTOPPING SYSTEM MANUFACTURER'S STAFF ENGINEERS AND AS APPROVED BY AUTHORITIES HAVING JURISDICTION. 2. PROVIDE FIRERATED ENCLOSURES FOR ALL NON - PROTECTED STRUCTURAL MEMBERS AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. ALL EXISTING SPRAY FIREPROOFING SHALL BE PATCHED AS REQUIRED TO MAINTAIN REQUIRED RATING. A - RECEIVE, ASSEMBLE AND PLACE OFFICE, NON - SALE EQUIPMENT, AND DISPLAY FIXTURES, IN ADDITION TO SALES FLOOR FURNISHINGS AND FIXTURES.: REFER TO MANUFACTURER'S SHOP DRAWINGS AND SPECIFICATIONS. B - FOR SALES FLOOR PERIMETER WALL SET: (U SPANNER BAR AND (1) SHELF ONLY SHALL BE SET PER 2' -0" PERIMETER WALL PANEL PANEL SECTION. INSTALL SPANNER BAR +/- 2' -0" FROM TOP AND SHELF +/- 2' -0" FROM BOTTOM. THE REMAINING SPANNER BARS AND SHELVES TO BE STORED IN BOXES AT THE AT THE BASE OF FIXTURE FOR FINAL INSTALLATION BY STORE OPERATION PERSONNEL. DIVISION XI II SPECIAL CONSTRUCTION A - NO ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WITH TENANT'S PROJECT MANAGER DIVISION XIV CONVEYING SYSTEMS A - NO ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WITH TENANT'S PROJECT MANAGER DD e i3 rye-,- -„ "� s^'�' , . i �,� A .q a, ,i .N 0 3 i,, 1✓I;�l " 31 L;Hi`•' i a DIVISION VIII DOORS & WINDOWS A - DOORS AND HARDWARE: I. INSTALL ALL DOORS, FRAMES AND HARDWARE AND RELATED PARTS AND MATERIALS A5 INDICATED ON THE DRAWINGS. 2. HOLLOW METAL FRAMES: K.D. MINIMUM 16 GA. SIZE, SHAPE AND PARTITION TYPE PER DOOR SCHEDULE. 3. LABELED DOORS: WHERE REQUIRED, PROVIDE U.L. LABEL DOORS AND FRAMES PER APPLICABLE STATE AND LOCAL BUILDING CODES. 4. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED AND DETAILED AND AS PER MANUFACTURER'S RECOMMENDATIONS. 5. REFER TO THE DOOR SCHEDULE FOR SPECIFICATIONS. FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 --0420 PROJECT CO- ORDINATOR: Fi r : ! P A U L P A R T N E R S H I P 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 1 -888- 855 -5061 T O R O N T O • CALGARY + V A N C O U V E R fax (905)337 - 1986 Emphasis On Excellence ENGINEER M- Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 SEAL NO. REVISIONS DESCRIPTION DATE DATE: 12/17/07 SCALE: AS NOTED GROSS AREA: 2,164 SQ. FT. SALES AREA: 1,272 SQ. FT. PROJECT # : 0711105 DRAWN BY: L.T. Lady Foot Locker PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #1560 STORE NO. 46171 SHEET TITLE ARCHITECTURAL SPECIFICATIONS SHEET NO. Gi .1 DIVISION XV MECHANICAL DIVISION XV MECHANICAL (CONT.) DIVISION XV MECHANICAL (CONT.) DIVISION XV MECHANICAL (CONT.) DIVISION XVI ELECTRICAL (CONT.) SEC. 15000 - MECHANICAL GENERAL PROVISIONS A. SLEEVES 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE FLOOR, WALL DR INSTALLATION EACH SLEEVE SHALL EXTEND t IT'S RESPECTIVE FLOOR, PARTItfDN AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR, RATED WALLS AND/OR FLOORS SHALL SE 2. ALL SLEEVES AND OPENINGS THROUGH FIRE R FIRE SEALED WITH CALCIUM SILICATE, SILICONE ATE FOAM, "3M" FIRE RATED SEALANTS DR EQUAL, 5O AS TO RETAIN TI-4E FIRE RATING OF TI-1E FLOOR OR WALL. CONFORM TO U.L. ASSEMBLY RATING OF FLOOR OR WALL. 3. SLEEVES IN SEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL SE No. 22 USG. GALVANIZED STEEL MINIMUM. 4. DUCT SLEEVES TO BE MINIMUM 14 GAUGE STEEL. B. HANGERS: 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC, NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING OR DUCTWORK HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH 51-ALL BE LOCATED WHERE TI-ET DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, ACCESS ODORS AND OTHER EQUIPMENT SERVICE REQUIREMENTS AND /OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING 5HALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- ELECTRICALLY SEPARATED FROM ONE ANOTHER G. ELECTRICAL MOTORS: 1. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR TH15 EQUIPMENT. UNLESS THEY ARE FACTORY INSTALLED ON THE UNIT, ALL STARTERS AND ASSOCIATED WIRING AND SAFETY SWITCHES FOR SUCH MOTORS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. STARTERS SHALL MEET ALL REQUIREMENTS AS DEFINED IN THE ELECTRICAL DIv151DN OF THE SPECIFICATIONS. 2. DESIGN, CONSTRUCTION AND PERFORMANCE GHAF:AGTERISTIGS OF MOTORS SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF LATEST NEMA, ANSI, (SEE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS SHALL SE SUITABLE FOR OPERATION ON VOLTAGE VARIATION OF PLUS DR MINUS 10%, 40 DEGREES C AMBIENT TEMPERATURI =- HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. D. LOW VOLTAGE (24 VOLT) WIRING: 1. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR HIS EQUIPMENT. THIS WORK INCLUDES ALL TRANSFORMERS AND DEVICES TO MAKE TI-115 A COMPLETE FUNCTIONAL SYSTEM. 2. ALL WORK IS TO CONFORM TO THE LATEST ADDITION NEC AND TO DIVISION 16 ELECTRICAL SPECIFICATIONS. 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE ELECTRICAL SUBCONTRACTOR 4. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE. E. RELOCATION OF EQUIPMENT: 1. RELOCATION OF EXISTING WATER, GAS, WASTE, \'ENT, OR DRAINAGE LINES TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROP05AL. 5EC. 15300 - SPRINKLER SYSTEMS A. SPRINKLER SYSTEM: 1. SUBMITTALS: a. PROVIDE DATA ON SPRINKLERS, VALVES, AND SPECIALTIES, INCLUDING MANUFACTURERS CATALOG INFORMATION. SUBMIT PERFORMANCE RATINS, ROUGH -1N DETAILS, WEIGHTS, SUPPORT REQUIREMENTS, AND PIPING CONNECTIONS. b. S HOP DRAWINGS: I. SUBMIT W IMP DRAWINGS OF FIN15uED CEILING AREAS INDIGACING ONLY SPRINKLER LoCAC. SUBMIT COORDINATED WITH CEILING -1E cEILI DNL 2. INDICATE HYDRAULIC CALCULATIONS, DETAILED PIPE LAYOUT, HANGERS AND SUPPORTS, SPRINKLERS, COMPONENTS AND ACCESSORIES. INDICATE SYSTEM CONTROLS. c. SUBMIT SHOP DRAWINGS, PRODUCT DATA, HYDRAULIC CALCULATIONS TO AUTHORITIES HAYING JURISDICTION (INCLUDING BUT NOT LIMITED TO THE FIRE MARSHALL AND LANDLORD) FOR APPROVAL. SEC. 15400 - PLUMBING A. PLUMBING EQUIPMENT: 1. REFER TO M SHEETS FOR EQUIPMENT AND FIXTURE SCHEDULES. B. GENERAL PIPING REQUIRMENTS: 1. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL SE PROVIDED BY THE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND NOTIFY THE TENANT'S CONSTRUCTION MANAGER IF CONDITIONS ARE NOT 45 SHOWN ON THE OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR MUST VERIFY THE OPERASILITI OF ENTIRE SYSTEM PRIOR TO TIE IN A5 FOLLOWS: a, SNAKE SANITARY FOR DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE, b. TEST WATER PRESSURE TO INSURE MINIMUM OF 50 PSI. 2. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. 3. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. 4. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE. G. PIPING: 1. SANITARY PIPING - NO PVC ALLOWED (STORM PIPING AS REQUIRED). a. WASTE, DRAIN AND VENT PIPING SHALL BE 5ERYICE WEIGHT, CAST IRON SOIL PIPE. VENT PIPING ASDVE FLOOR 2" oR SMALLER MAY SE GALVANIZED STEEL. b. JOINTS: BELOW FLOOR SLAB - COMPRESSION TYPE PLASTIC SEAL CHUB AND SPIGOT). ABOVE FLOOR SLAB - NEOPRENE SEALING SLEEVE WITH STAINLES5 STEEL SHIELD AND CLAMP WITH APPROVED NEOPRENE - BASED LUBRICANT, (HUBLE55). GALVANIZED VENT - SCREWED JOINTS WITH TEFLOW TAPE ON MALE THREADS. E. PITCH WASTE LINES 2" AND SMALLER NOT LESS THAN 1/4" PER FOOT. PITCH LARGER MAINS Not LESS THAN 1 /5" PER FOOT. d. INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN DIRECTION, AT INTERVALS NOT OVER 50 FEET, AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY LOCAL CODE. GLEANOUTS SHALL NOT BE INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC PERMISSION SY TENANT'S CONSTRUCTION MANAGER± BUT WHERE NECESSARY, THE WALL COVERS ARE TO BE STAINLESS STEEL AND THE FLOOR COVERS ARE TO BE BRASS (FLUSH WITH FINISHED FLOOR). PRDYIDE COVERS WITH INSET AREA FOR CARPETED FLOOR LOCATIONS. ALL CLEAN -OUT LOCATIONS SHALL BE APPROVED BY THE TENANT'S CONSTRUCTION MANAGER e. INSULATE ALL HORIZONAL RUNS OF PIPING LOCATED IN CEILING SPACES WHEN APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. f. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 12" ARMSTRONG "ARMAFLEX" PIPING INSULATION OR TRUEBRO MODEL 102W "HANDI LAY GUARD" INSULATION KIT, 2. CO CONDENSATE PIPING SHALL BE TTPE "L" DRAWN COPPER TUBE WITH 95 -5 TN- ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER PfTCINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS. 3. POTABLE WATER PIPING: a. BELOW GRADE: TYPE 'K', ANNEALED TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND SMALLER BRAZE ALL JOINTS. b. ABOVE GRAPE: TYPE 'L' DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95 -5 TIN - ANTIMONY SOLDER ND c. INSTALL AIR CHAMBER SHOCK ABSORBERS IN PIPING SYSTEM TO PREVENT NOISE ,AND DAMAGE DUE TO WATER HAMMER. d. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE_ PROVIDE SHUT OFF VALVES IN THE SUPPLY PIPING TO EVERT FIXTURE. PROVIDE ACCESS DOORS WHETS NECESSARY. e. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE, REFER TO PLANS TO DETERMINED IF WATER METER IS REQUIRED. f. SECURE PIPE AT ANGLE STOPS. g. PRDYIDE FLEXIBLE INSERTS AT ALL PIPE PENETRATIONS THROUGH FRAMING TD KEEP PIPES FROM HITTING FRAME WHEN IN OPERATION. 4. GAS PIPING: a. PROVIDE A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A GAS SYSTEM I5 REQUIRED. b. LOW PRESSURE (14" W.C. AND BELOW) GAS LINES SHALL BE SLACK STEEL, SCHEDULE 40, ASTM 4-120, WITH MALLEABLE THREADED FITTINGS FDR 2" AND SMALLER, AND WITH WELDED JOINTS FOR 2 -12" AND LARGER MEDIUM PRESSURE (ABOVE 14" W.C) 51-1ALL HAVE WELDED JOINTS. c, PROVIDE A GA5 COCK, DIRT LEG, AND UNION CONNECTION TO EACH PIECE OF EQUIPMENT. PROVIDE GAS METER AND /OR REGULATOR AS REQUIRED. REGULATOR TO BE VENTED TO THE EXTERIOR d. PITCH PIPING AT A UNIFORM GRADE OF 1/4 IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 PEET. SUPPORT AS REQUIRED BY LANDLORD CRITERIA, AS DETAILED ON DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE, WHICHEVER IS MORE STRINGENT. e_ GAS PIPING EXPOSED ON ROOF MUST BE PAINTED WITH RUST - INHIBITING PAINT. f. INSTALLATION, TESTING AND PUTTING OP GAS PIPING SHALL SE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 CODES. g• CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH THE LOCAL GAS COMPANY AND THE MALL'S MANAGER PRIOR TO BID. SEC. 15400 - PLUMBING (CONT.) C. PIPING (CONT.): 5. INSULATION: a. INSULATE ALL WATER AND INTERIOR CONDENSATE PIPING WITH 1" THICK (K =0.23 c 15 F) SNAP -ON FIBERGLASS PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATINGS OF 50. 'APPROVED MANUFACTURER MANVILLE MICRO-LOK 6. TEST 4 STERILIZATION: a. LEAKAGE TESTS SHALL BE PER LOCAL CODES, MINIMUM AS FOLLOWS: 1. TEST POTABLE WATER PIPING AND CONDENSATE PIPING AT 125 PSIG FOR SIX HOURS. 2. TEST DRAIN, WASTE, VENT PIPING SY A 10' WATER COLUMN FOR TWO 1- (OURS. ALL JOINTS SHALL BE GAS AND WATER TIGHT. 3, TEST GAS PIPING PER NFPA 54 CODES. 4. STERILIZE POTABLE HOT AND COLD WATER LINES UPON COMPLETION OF SYSTEM. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. SEC. 15100 - HEATING, VENTILATION AIR CONDITIONING A_ NVAG EQUIPMENT: 1. PRIMARY HEATING, VENTILATION AND AIR CONDITIONING UNITS: a. PRIMARY HEATING, VENTILATION, AND AIR CONDITIONING UNITS ARE TO BE BY YORK AS SCHEDULED. ALL COMPRESSORS ARE TO INCLUDE A 5 -YEAR EXTENDED WARRANTY. b. EQUALS EQUIPMENT ONLY IF NOT AVAILABLE THROUGH REASONABLE EFFORT. c. ALL EQUIPMENT SHALL SE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. d. EQUIPMENT SHALL SE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST NAVE A CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. �. SECONDARY DRAIN PANS ARE REQUIRED TO SE INSTALLED BENEATH ALL INDOOR AIR CONDITIONING EQUIPMENT WITH THE EXCEPTION OF vAv BOXES. SECONDARY PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS, AS REQUIRED. CONDENSATE SHALL SE DIRECTED To MOP SINK OR AS SPECIFIED ON PLANS. 2, VARIABLE AIR VOLUME BOXES (VAV): a. WHERE SHOWN ON DRAWINGS, PROVIDE YAY SDXES COMPLETE WITH CONTROLS, HEATING COILS (FANS AS REQUIRED). ALL DUCT CONNECTIONS FLEXIBLE DUCT/PIPE CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR. 3. TOILET EXHAUST FANS: a. WHERE SHOWN ON DRAWINGS, PROVIDE A TOILET EXHAUST FAN UNIT COMPLETE WITH GRAVITY BACK DRAFT DAMPERS. ALL DUCTWORK, ROOF OPENINGS AND CAPS NECESSARY TO PROVIDE A COMPLETE EXHAUST SYSTEM 51 --TALL SE PROVIDED BT THE CONTRACTOR REFER TO PLANS FOR APPLICABILITY. 4. SASESDARD, CABINET, AND UNIT HEATERS: a. WHERE SHOWN ON DRAWINGS, PROVIDE ELECTRIC HEATERS COMPLETE WITH ELECTRIC HEATING COIL, CONTROLS, AND INTEGRAL THERMOSTAT. 5. INLINE PUMPS: a. WHERE SHOWN ON DRAWINGS PROVIDE AN INLINE CLOSE COUPLED PUMP(5), BRONZE FITTED, PUMPS SHALL BE FURNISHED WITH BRONZE CASE WEARING RINGS, BRONZE SHAFT SLEEVE AND MECHANICAL SHAFT SEAL RATED FOR PUMPS To BE SD CONSTRUCTED THAT THEY MAY BE MOUNTED IN A HORIZONTAL OR vERTICAL PIPE LINE. MOTOR TO BE 1150 RPM UNLESS NOTED OTHERWISE. 6. VIBRATION ISOLATION DEVICES: a. VIBRATION ISOLATION DEYIGES 51-1ALL BE PROVIDED IN ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT ( FANS, ROO UNITS, AIR HANDLERS, FAN POWERED YAY SDXES, ETC) AND STRUCTURE. b. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING DEYIGES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. c. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING" THE ISOLATOR d. GOECK HANGER ROD SIZE PoR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. e. CONSULT MANUFACTURER FOR APPLICATION DATA 1. CURBS AND STEEL FRAMING FOR SUPPORT: a. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURS& AND STEEL FRAMING REQUIRED TO INSTALL ALL -VAC EQUIPMENT AS DESCRIBED OR IMPLIED ON THE DRAWINGS. CURBS SHALL BE A MINIMUM OF 14" HIGH, DF THE SAME MANUFACTURER OF THE EQUIPMENT SUPPORTED. INSULATE UNDER THE COMPRESSOR SECTION TO PREVENT CONDENSATION. ALL CURBS MUST SE INSTALLED SO THAT TOP OF CURBS ARE "DEAD" LEVEL. ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ACCORDANCE TO THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. S. METAL DUCTWORK: a. NO FIBERGLASS DUCT ALLOWED. b. ND DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER SIGNIFICANT DEVIATIONS FROM DESIGN MUST BE APPROVED BY TENANT'S CONSTRUCTION MANAGER PRIOR TO FABRICATION OR INSTALLATION_ ALL DUCT TENA ARE N BE CTION MANAGER UNLESS NOTES FABRICATION ALL DUCT STANCHES TO DIFFUSERS ARE TO BE ROUND RIGID DUCT. (FLEXIBLE DUCT CONNECTIONS TO THE DIFFUSER ARE NOT TO EXCEED 5' -0 "). c. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR DUCTS WITH „ GALVANIZED SHEET STEEL, IN ACCORDANCE WITH SMACNA HYAC DUCT CONSTRUCTION STANDARDS" OF TI-4E LATEST EDITION. CONFORM TO THE REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS, AND JOINT TYPES AND INTERVALS. d, EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: (VERIFY WHETHER RETURN OR EXHAUST DUCT IS POSITIVE oR NEGATIVE PRESSURE). 1. SUPPLY DUCTS: 2 INCHES WATER GAUGE, POSITIVE PRESSURE. 2. RETURN AND EXHAUST DUCTS: 2 INCHE=S WATER GAUGE, NEGATIVE PRESSURE. PRESSURE TEST DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE 4 SYSTEM THAT DOES NOT EXCEED '% LEAKAGE OR LESS AS STATED BY PRESSURE CLASS RATINGS IN SMACNA STANDARDS. e, AS A MINIMUM, CRLSSSREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3 /S" WIDE X 3/16" DEEP ON 12" CENTERS TO PREVENT VIBRATIONS. f. INSTALL DOUBLE THICKNESS TURNING VANES IN ALL RIGHT ANGLE ELBOWS. 9 INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 PEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS DN EACH SIDE OP FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OP 16 FEET AND AT EACH FLOOR NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL COPES MR BY LANDLORD. h. WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE A5 MINIMUM 1-1/2"x1-1/2" XI /S" STEEL ANGLE FRAMES AT EACH SIDE OP OPENING. THE ANNULAR SPACE SETWI =EN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY ASSEMBLY EIRE RATING. i. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL SE SEALED AIR TIGHT WITH DAP CMC DUCT SEALER JOINTS ALSO 5HALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. k DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. I. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE 5ERYICE OR INSPECTION. IF THE AccE55 PANEL LOCATION IS EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BT THE TENANT'S CONSTRUCTION MANAGER PRIOR TO INSTALLATION. LAY -IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FRAMES MAY SE USED AS ACCESS LOCATIONS. m. FLEXFSLE GDNNEGTIDNS: 1. FLEXIBLE COLLARS SHALL BE PRDYIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED YAY BOXES, ETC.) AND DUCTS DR CASINGS. ALSO, PROVIDE FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS. 2. FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE - COATED FLAMEPROOF FABRIC. PRDYIDE ADEQUATE JOINT FLEXIBILITY To ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. 3, FLEXIBLE CONNECTION IS TO BE RATED FOR THE OPERATING PRESSURE OF THE g�-STEM n. FIRE DAMPERS: 1. PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. DAMPERS 5HALL BE DESIGNED FOR H HORIZONTAL OR VERTICAL FLOW OF AIR A5 REQUIRED. FIRE DAMPERS SHALL SE UL LABELED. 2. FIRE DAMPERS 51-IALL HAVE THE BLADES GUI or THE AIRSTREAM AND A 1650 °F FUSIBLE LINK, TYPE A, AS MINIMUM. AND CODE REQUIREMENTS. SSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER UL 4, PROVIDE DUCT ACCESS DOORS IN AN ACGESSABLE LOCATION FOR ALL FIRE DAMPERS. DOOR 15 TO BE 20 GA GALVANIZED DOOR WITH QUICK - OPENING LATCH AND PIANO HINGE. o. FLEXIBLE AIR DUCT: 1, FLEXIBLE AIR DUCT Si -4ALL BE 1" INSULATED CLASS 1 AND RATED FOR THE OPERATING PRESSURE OP THE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND BE INCLUDED 45 SUCH IN THE BID. 2. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH PRIOR APPRDYAL FROM TENANT'S CONSTRUCTION MANAGER 3. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5' -0" IN LENGTH AT ANY ONE LOCATION. p. SUPPLY AIR TAKE -OFF FITINGS: 1. PROVIDE CONICAL OR "BELL- MOUTH" TAKE -OFFS FROM MAIN DUCTWORK TO ROUND BRANCHES. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 2. PROVIDE 45° RECTANGULAR TAKE -OFFS FROM MAIN DUCTWORK TO RECTANGULAR SRANCIES. 1. DAMPERS: 1. PRDYIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS To FACILITATE AIR BALANCING. 2. WHERE ACCESS TO BALANCING DAMPER 15 RESTRICTED, YOUNG'S REGULATORS SHALL BE USED. 3. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR, RELIEF AIR, OR RETURN AIR DUCTS ARE TO BE OF OPPOSED BLADE TYPE. ALL OUTSIDE AIR DUCT DAMPERS MUST ALSO BE OF THE LOW LEAKAGE TYPE_ 4. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO SE HONEYWELL DAMPERS. r, DIFFUSERS, GRILLES AND REGISTERS: 1. PROVIDE DIFFUSERS GRILLES AND REGISTERS A5 SCHEDULED. DEVICES TO BE COMPLETE WITH DAMPERS FRAMES AND ALL ACCESSORIES. FINISH A5 INDICATED. 2. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED CEILING PLAN. 3. APPROVED MANUFACTURERS: tICUS IS SPECIFIED, EQUALS BY METALAIRE OR KRUEGER 15 ACCEPTABLE. s. MEDIUM PRESSURE DUCT 1, WHERE DUCTWORK 15 SPECIFICALLY NOTED AS MEDIUM PRESSURE, IT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS FOR A PRESSURE RATING OF 3 INCHES WATER COLUMN MINIMUM OR LARGER AS REQUIRED BY LANDLORD. 2. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDITION OF SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT AND WITH THE LANDLORD'S CRITERIA. 3. ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY TO THIS SECTION SEC. 15700 - HEATING, VENTILATION 4 AIR CONDITIONING (CONT.) S. METAL DUCTWORK (CONT,): t. DUCTWORK INSULATION INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A. 2. DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INSULATE SUPPLY AND RETURN AIR RECTANGULAR DUCTWORK WHERE SHOWN ON PLAN. DUCTWORK SHALL 5E INTERNALLY INSULATED WITH I" THICK, 1-1/2 L. DENSITY LINER (C=0_28 g 15°F). LINER IS TD HAVE A COATED SURFACE EXPOSED To AIRSTREAM TO PREVENT EROSION. APPLY ADHESIVES AND MECHANICAL FASTENERS AS RECOMMENDED BY SMACNA AND THE MANUFACTURER TO PREVENT LINER SEPARATION FROM THE DUCT. ALL TRANSVERSE EDGES TO BE COATED WITH ADHESIVE. 3. ALL ROUND AND OUTSIDE AIR DUCTWORK ABOVE THE CEILING SHALL BE EXTERNALLY INSULATED WITH A MINIMUM OF I "THICK, 1 -1/2 L. DENSITY (R =56) DUCT WRAP WITH VAPOR BARRIER VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. ALL JOINTS MUST BE TAPED So THAT ND INSULATION FIBER IS VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS. 4. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF No HIGHER THAT 50 WHEN TESTED IN ACCORDANCE Wltl -I ASTM C 411, OR A5 REQUIRED BY LOCAL CODES. Li. SYSTEM CLEANOUT 1. DUCTWORK AND AIR HANDLING EQUIPMENT IS TO BE CLEANED OUT AND BLOWN OUT BEFORE PAINTING 15 STARTED BY THE GENERAL CONTRACTOR 2. PLIERS MUST BE IN UNITS AT ANY TIME PANS ARE OPERATED. 9. HYDRDNIC PIPING-:: a. PROVIDE A COMPLETE HYDRDNIC PIPING SYSTEM IF APPLICABLE, REFER TO PLANS TD DETERMINE IF A HYDRDNIC SYSTEM IS REQUIRED. b. HYDRDNIC PIPING FOR CHILLED WATER AND /OR HEATING WATER AND /OR CONDENSER WATER SHALL BE ASTM 4 -120, SCHEDULE 40, ERW, BLACK STEEL PIPE WITH PLAIN ENDS. INSTALL STEEL PIPE WITH WELDED JOINTS WHERE PIPE IS 2 -1/2 INCH AND LARGER INSTALL STEEL PIPE WITH THREADED JOINTS AND FITTINGS OR INSTALL TYPE "K" ANNEALED TEMPERED COPPER TUBE WITH SLEDS JOINTS FOR 2 INCH AND SMALLER PIPE. PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR METALS. ALL PIPING SHALL BE IN STRICT GONFDRMANGE WITH ASTM, ASA, AND LANDLORD'S REQUIREMENTS, WHICHEVER I5 MOST STRINGENT. UNIONS OR FLANGES MUST BE USED AT EQUIPMENT CONNECTIONS WHERE SERVICE OR REMOVAL MAY BE REQUIRED. c, ALL PIPING AND EQUIPMENT SHALL BE PRESSURE TESTED WITHOUT LEAKAGE AT A MINIMUM PRESSURE OF 125 PSI. d. ALL HYDRDNIC PIPING AND EQUIPMENT CONNECTED TO THE HVAC PIPING SYSTEM SHALL BE CLEANED AND FLUSHED. REMOVE, GLEAN, AND REPLACE STRAINER SCREENS. FILL TENANT'S SYSTEM WITH DOMESTIC WATER AND VENT ALL PIPING AND EQUIPMENT PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM. CONTRACTOR SHALL NOT FILL TENANT'S SYSTEM WITH WATER FROM TWE LANDLORD'S SYSTEM UNLESS SPECIFICALLY INSTRUCTED TO DO 50 FROM THE LANDLORD'S FIELD REPRESENTATIVE. e. PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM, CONTRACTOR SHALL OBTAIN WRITTEN GDNPIRMATIDN PROM THE LANDLORD'S FIELD REPRESENTATIVE, THAT ALL TESTING, FLUSHING, AND PROPER FILLING OF THE TENANT'S SYSTEM HAS BEEN COMPLETED IN ACCORDANCE TO THE LANDLORD'S REQUIREMENTS AND THAT THE TENANT'S SYSTEM IS READY TO BE CONNECTED TO THE LANDLORD'S SYSTEM. F. VALVES: 1_ GATE VALVES, 2 -INCH AND SMALLER: GLASS 150, BODY AND UNION BONNET OF ASTM S 62 CAST BRONZE WITH THREADED OR SOLDER ENDS, INTEGRAL SEAT, RENEWABLE SOLID BRONZE WEDGE DfSC, RISING STEM, SCREWED BONNET AND RE- PACKABLE UNDER PRESSURE, BALL VALVES ARE ACCEPTED AS AN EQUAL SUBSTITUTION. 2. GATE VALVES, 2-1/2 INCH AND LARGER: GLASS 125 CAST IRON EDDY, RENEWABLE BRONZE SEATS AND SOLID WEDGE DISC, RISING STEM, FLANGED ENDS, AND RE- PACKABLE UNDER PRESSURE. 3. SWING CHECK VALVES, 2 -INCH AND SMALLER CLASS 150, CAST BRONZE BODY AND CAP CONFORMING TO ASTM B 62 WITH HORIZONTAL SWING, Y- PATTERN, RENEWABLE BRONZE DISC, AND HAYING THREADED OR SOLDERED ENDS. 4. SWING CHECK VALVE, 2-1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY AND BOLTED CAP, HORIZONTAL SWING, RENEWABLE BRONZE DISC, FLANGED ENDS AND CAPABLE DF BEING REFITTED WHILE CHE VALVE REMAINS IN THE LINE. 5. COMBINATION BALANCING AND SHUT -OFF VALVES: BELL 4 GOSSETT CIRCUIT SETTER WIT( -I LOCKING SETPOFNT. A CIRCUIT SETTER BALANCE WHEEL MUST BE INCLUDED WITH 0 4 M MANUAL. 6. FLOW METER: BELL AND GOSSETT THERMOFLO INDICATOR MODEL TFI. e. PIPING SPECIALTIES: 1. PRESSURE/TEMPERATURE TEST PLUGS (PETE'S PLUG) - 1/4 INCH NFT FITTINGS TO RECEIVE EFT( -TER A TEMPERATURE OR PRESSURE PROBE, 1/S INCH O.D. FITTING AND CAPS SHALL BE BRASS WITH VALVE GORE OF NORDEL, RATED AT 400 PSIG, 0°F TO 200 °F. 2. STRAINERS - "Y" PATTERN STRAINERS, 125 PSIG, CAST IRON 1SODY WITH PERFORATED STAINLESS STEEL SCREEN, THREADED FOR 2 INCHES AND SMALLER, FLANGED PDR 2-1/2 INCHES AND LARGER SCREEN OPENING SIZE AT 0033 INCH FOR HEATING AND 1/S INCH FOR CHILLED OR CONDENSER WATER PROVIDE WITH SLOWDOWN 'VALVE WITH HOSE END FITTING. 3. THERMOMETERS - 'LIGHTSTAT' MODEL THE -AVU, AUTOMATIC SETBACK, TWO STAGE I -TEAT, TWO STAGE COOLING TI- IERMOSTAT. TNERM05TAT SHALL BE FULLY COMPATIBLE WITH HVAG UNIT USED FOR PROJECT. 4, MANUAL AIR VENTS - 1 /S" COIN - OPERATED VENT. PROVIDE AN AIR CHAMBER CONSISTING OF A 3/4" NIPPLE AND BUSHINGS. h GENERAL INSTALLATION: L INSTALL WATER MAINS WfflOUT PITCH. USE ECCENTRIC REDUCING COUPLINGS AT CHANGES IN SIZE WITH THE TOP OF PIPES AT SAME ELEVATION. MAKE CHANGES IN DIRECTION WITH FITTINGS. 2. BRANCHES TO UNITS BELOW MAINS TO BE TAKEN FROM BOTTOM OF MAINS AT A 45 DEGREE ANGLE, PITCH DOWNWARD TOWAF'D UNITS. BRANCHES To UNITS ABOVE MAINS TO SE TAKEN FROM TOP OF MAINS AT A 45 DEGREE ANGLE PITCHED UPWARD TOWARDS UNITS. PITCH NOT LESS THAN I" TO 10 FEET. 3. HANGERS SHALL SE SIZE AND INSTALLED FOR THE OUTSIDE DIAMETER OF THE INSULATED PIPE. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE IANC�ER AND PIPE INSULATION. 4, HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DIELECTRICALLY SEPARATED FROM ONE ANOTHER 5. SEE PLANS FOR APPLICABLE DETAILS. 6. ALL PRESSURE PIPING SYSTEMS INSTALLED SHALL CONFORM TO THE REQUIREMENTS OF THE STATE PIPING AND WELDING CODES. 1, INSTALL VALVES AT LOW POINTS FOR DRAINING EACH SYSTEM AND INSTALL MANUAL VENTS AT ALL HIGH POINTS OF EQUIPMENT AND PIPING IN THE SYSTEM TD PROPERLY REMOVE ENTRAPPED AIR i. INSULATION: I. ALL HYDRDNIC PIPING FOR CHILLED WATER AMID /oR HEATING WATER, VALVES, FITTINGS, AND ACCESSORIES SHALL SE INSULATED. FOR PIPE SIZES UP TO 2 INCHES, INSULATE WITH 1 INCH THICK CK =023 v 15 °F FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. FOR PIPE SIZES 2 -12 INCHES AND LARGER INSULATE WITH 1-1/2 INCH THICK CK =023 �+ 15 °FJ FIBERGLASS INSULATION WITH ALL 5ERYICE JACKET AND VAPOR BARRIER 2. INSULATION AT ALL HANGERS FOR PIPING 2-1/2 INCHES AND LARGER SHA S I A AND NON- COMPRE551BLE. 3. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING or NOT MORE THAN 25 AND A, SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 TO CONFORM WITH THE REQUIREMENTS OF THE NFPA. 10. REFRIGERANT PIPING: a. PROVIDE A COMPLETE REFRIGERANT PIPING SYSTEM BETWEEN INDOOR FAN UNITS AND OUTDOOR CONDENSING UNITS, IF APPLICABLE. PROVIDE OIL, REFRIGERANT CHARGE AND TEST SYSTEM. REFER TO PLANS TO DETERMINE IF A REFRIGERANT PIPING SYSTEM I5 REQUIRED. b MATERIALS: I. REFRIGERANT PIPING SHALL BE TYPE "L" DRAWN GDPPER TUBING (ASTM BSS), WROUGHT COPPER OR CAST BRONZE FITTINGS (ANSI 81622), WITH SILFDS -5 SOLDERED JOINTS. 2. SERVICE VALVES, CHARGING PORTS, FILTER - DRIER, SIGHT GLASS, AND A tHERMDSTATIC EXPANSION VALVE (TXV) SHALL BE INSTALLED FOR EACH SYSTEM AS A MINIMUM. BODY c. INSTALLATION: 1. SIZE LINES WITH ADEQUATE LIFT TRAPS AND DOUBLE SUGTIDN RISERS AS NECESSARY TO MEET THE NEEDS OF EQUIPMENT SPECIFIED, FIELD CONDITIONS, AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS, 2. PRESSURE TEST FOR LEAKS WITH AN INERT GAS AT 250 P5fG. REDO LEAKING JOINTS AND RETEST UNTIL SYSTEM 15 TIGHT. EVACUATE GAS AND CHARGE SYSTEM. RE -TEST SYSTEM AND CHECK FOR LEAKS WITH HALIDE LEAK DETECTOR ALL LEAKING JOINTS MUST BE COMPLETELY RE -DONE UNTIL No LEAKS EXIST, 3. UPON COMPLETION OF TESTING, BUT BEFORE INSULATION IS APPLIED, PIPING MUST BE INSPECTED BY A REPRESENTATIVE OF THE LOCAL GOVERNING AUTHORITY AS NECESSARY. 4. REFRIGERANT LINES SHALL BE INSULATED WITH 1 INCH THICK RUBATEX OR ARMSTRONG REFRIGERANT PIPE INSULATION IN ACCORDANCE WITH INDUSTRY STANDARDS. SEC. 15920 - TESTING ADJUSTING a BALANCING , A. SYSTEM TESTING, ADJUSTING, AND BALANCING: GDNT 15 CURRENT LICENSED L ASSOG ATED SALANGI COUNCIL (AABC) oR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NESS) BALANCING CONTRACTOR NO OTHER BALANCE REPORTS WILL EE REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST REGENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL BE MADE BY THE HYAC CONTRACTOR 2. THE HYAC CONTRACTOR SHALL INSTALL NEW FILTERS IN ALL UNITS PRIOR TO THE AIR BALANCE, THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION. 3. BALANCE AIR AND WATER QUANTITIES TO WITHIN 5% OF THAT INDICATED ON THE DRAWINGS. ANY REQUIRED CHANGES IN SHEAVES, BELTS, PULLEYS, DR THE ADDITION OF DAMPERS REQUIRED TO ACHIEVE SPECIFIED FLOW RATES SHALL BE PERFORMED BY THE HYAC GONCR4CTOR WITH ND ADDITIONAL COST TO THE TENANT. 4. THE BALANCE REPORT SHALL INCLUDE A5 A MINIMUM THE FOLLOWING INFORMATION: a. AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR b. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES_ c. MAKE AND MODEL NUMBERS DF ALL HYAC EQUIPMENT TESTED. d. AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNIT. e. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. f. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. g . oET51DE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. EL WATER BALANCE DATA INCLUDING GPM WITH INLET AND OUTLET TEMPERATURE AND PRESSURE READINGS (WHERE APPLICABLE). I. MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. J. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). k. INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. 5. ALL CONTROL SEQUENCES SHALL BE TESTED (INTERLOCKED EQUIPMENT, SMOKE DETECTORS, SMOKE EVACUATION, ECONOMIZER, ETC.) AND OPERATING STATUS RECORDED IN THE REPORT_ 6. THREE COPIES DF THE BALANCE REPORT SHALL BE SUBMITTED THROUGH THE GENERAL CONTRACTOR TO THE TENANT'S CONSTRUCTION MANAGER FOR APPROVAL. SEC. 15920 - TESTING, ADJUSTING 4 BALANCING (CLNT,) A. SYSTEM TESTING, ADJUSTING, AND BALANCING (CONT.): 1. THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING AND BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED IN THESE DRAWINGS. THE BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT THE TENANT DEEMS NECESSARY AT NO ADDITIONAL COST TO THE TENANT. S. FINAL BALANCE REPORT SHALL BE INCLUDED IN TI-E OPERATION 4 MAINTENANCE MANUALS. B. FINAL I-4VAC INSPECTION: 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE TENANT SHALL HAVE THE RIGHT TO AN INDEPENDENT HYAC CONTRACTOR INSPECT THE FINISHED HYAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SF CIFICATIDNS, AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT HYAC CONTRACTOR UP To PLANS AND SPECIPICATIDN REQUIREMENTS AT NO COST TO TENANT. SEC. 16100 - A. CONDUITS: I. CONDUIT LOCAL GODS AREAS, COMPRESSION 2. FLEXIBLE LIGHT FIXTURES, GROUNDED Mc/FLEX AVOID THE LOCATED a. MINIMUM FLEX CONDUIT ABOVE, IP SHALL FIELD INSTALLATION). ELECTRO- SHALL BE 51 -TALL SE CONCEALED b. PAINTING WIRING METHODS SHALL BE STANDARD STEEL RIGID, IMC OR EMT (THIN WALL) ACCORDING TO AND LANDLORD REQUIREMENTS. CONDUIT SHALL SE CONCEALED N FINISHED EXCEPT AS OTHERWISE APPROVED BY ARCHITECT. EMT CONNECTIONS SHALL SE OR SET SCREW TYPE. CONDUIT OR TYPE MC GABLE SHALL BE USED FOR FINAL CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT ONLY± AND WHERE SO USED TO SE WITH A SEPARATE FULL SIZED GREEN GROUNDING CONDUCTOR. FINAL TYPE CONNECTIONS SHALL BE LIMITED TD 5' -0" IN LENGTH (ARRANGE CIRCUITS SO AS TO USE OF JUNCTION fSOXES ABOVE DRYWALL CEILING AREAS, JUNCTION BOXES ABOVE LAY -IN CEILINGS ARE ACCEPTABLE). SIZES OF CONDUITS 5I -4ALL SE 3/4" FOR STANDARD CONDUIT, AND 1/2" FOR (1/2" STANDARD CONDUIT AND 3 /5" MC CABLE MAT BE USED AS SPECIFIED ACCEPTABLE WITH LANDLORD AND LOCAL CODES, ELECTRICAL CONTRACTOR COORDINATE WITH LANDLORD 4 INSPECTION AGENCIES PRIOR TO ELECTRIC METALLIC TUBING (EMT) 5I-ALL BE GALVANIZED oR GALVANIZED. FITTINGS SHALL BE SET SCREW OR COMPRESSION TYPE, FITTING AS MANUFACTURED BY REGEL, STEEL CITY, RAGO, T 8 B, EFCOR OR EQUAL. EMT USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE SUSPENDED CEILINGS OR IN INTERIOR PARTITIONS. OF ELECTRICAL CONDUITS, ETC., IF REQUIRED, WILL SE BY THE GENERAL of RDMEX oR SX IS NOT PERMITTED, CONDUIT HANGER SPACING SHALL BE 5' -0" FOR 3/4" THRU 1 -1/4" AND 10' -0" FOR 4" CONDUITS. DO NOT SUPPORT CONDUIT FROM THE CEILING SYSTEM. A 310 AWG PULL WIRE OR NYLON PULL STRING IN ALL EMPTY CONDUITS. ALL RACEWAYS To THE BUILDING STRUCTURE IN A RIGID AND SECURE MANNER, SUCH AS "CADDY CLIPS" oR EQUAL. AND COUNTER FLASH ALL RACEWAYS WHICH PENETRATE THE ROOF OR USE PITCH INSURE THAT PENETRATIONS ARE COMPETELY WEATHERPROOF, ALL RACEWAY EXPOSED TO THE WEATHER SHALL BE WEATHERPROOF. PRIOR APPROVAL BY IS REQUIRED TO ADD ADDITIONAL EQUIPMENT LOADS TO STRUCTURE DR TD IN EXISTING ROOF. NOTIFY LANDLORD'S ROOFING CONTRACTOR AT LEAST 72 TO ANT REQUIRED ROOF WORK BE SINGLE CONDUCTOR COPPER WITH 600 VOLT INSULATION. MINIMUM WIRE BE 12 AUG, ALL WIRE AND CABLE SHALL BE NEW AND SMALL BE BROUGHT TO IN UNBROKEN PACKAGES. ALL WIRING OF ANY TYPE SHALL BE IN CONDUIT. No WIRE ALLOWED FOR *10 AND *I2 AWG SIZES. (INCREASE CONDUCTOR BY ONE SIZE 150' INCREMENT OF DISTANCE FROM THE PANEL SQARD FOR 120 VOLT CIRCUITS.) WIRING SHALL BE TOWN OR THIN. ALUMINUM CONDUCTORS ARE NOT 51-1ALL BE EQUAL TO SCOT-1LOCK FOR *S AND SMALLER, AND EQUAL TO -TITS" FOR *6 AND LARGER OF SHARED NEUTRALS 15 ACCEPTABLE FOR LIGHTING AND RECEPTACLE CIRCUITS IN ACCORDANCE WITH N.E.G. *310, AND LOCAL CODES. - TRAN5M1551ON 4 DISTRIBUTION SYSTEM: AND INSTALL A COMPLETE WIRED GROUNDING SYSTEM FOR ELECTRICAL AND GIRGUITS AS SHoWN oN THE DRAWINGS AND DESCRIBED GENERALLY BELOW. CONDUCTORS SHALL SE GREEN, WHERE EXPOSED IN PANEL, OUTLET, BOXES, ETC. AND NON - CURRENT CARRYING METALS TO SE GROUNDED, CONDUIT TO BE ELECTRICALLY CONTINUOUS. ALL LOCK NUTS MUST CUT THROUGH ENAMELED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON - CURRENT CARRYING ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED SEPARATE GROUNDING CONDUCTOR IN EACH CONDUIT, 12 MINIMUM, OR AS SHOWN ON POR PANEL FEEDERS BOND TWE GROUNDING CONDUCTOR TO THE CONDUIT, ENTERING AND LEAVING THE CONDUIT. ALL GROUND CLAMPS SHALL BE PENN -UNION SIMILAR TO "GPL" TYPE. CONDUIT GROUND BUSHINGS 5HALL BE THOMAS 4 BETTS SIMILAR To *3500 SERIES WITH NYLON INSULATED THROAT. DEVICES 5HALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER THE DUTL>;T SOX AND THE DEVICE GROUNDING TERMINAL. METAL0T00MEtAL BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A EITHER SURFACE MOUNTED BOXES DR FLUSH TYPE BOXES. ALL JUNCTION BOXES, BOXES AND PULL BOXES SHALL BE BONDED TO THE CONDUIT SYSTEM. ALL CONDUIT SHALL BE JUMPER-ED WITH A GROUND CONDUCTOR CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FROM LANDLORD'S LOCATION AND PROVIDE LIGHTING, POWER AND WIRING AS REQUIRED TO APPLICABLE TEMPORARY WIRING, FUSES, ETC, SHALL BE REMOVED UPON OF THE PROJECT. PROVIDE GROUND FAULT PROTECTION AS REQUIRED BY LOCAL CODES. ELEGTRIGAL SETYIC)= AS SHOWN ON THE DRAWINGS, FIELD VERIFY EXACT PRIOR TO BIDS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE OR POWER COMPANY 5HALL IO PROVIDED O THE D POW ICAO CONTRACTOR GDORDINATE ENTIRE INSTALLATION WITH LANDLORD AND POWER COMPANY AS (PRDYIDE EQUIPMENT THAT IS COMPARABLE WITH AVAILABLE FAULT CURRENT PROVIDE "CABLE LIMITERS" IF NECESSARY FOR ETC. SYSTEM COORDINATION). FIELD EXACT TYPE, SIRE, LOCATION, REQUIREMENTS, ETC. OF EXISTING POWER AND OF X FACILITIES PRIOR TO BIDDING PROJECT. PRDY1510N5 FDR NEW t)= LEPTONS SERVICE A5 REQUIRED, AND 45 INDIC TED ON SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN TENENT'S PREMISES SHALL BE AS REQUIRED FOR A COMPLETE TELEPHONE SYSTEM. OUTLET BOXES SHALL BE MINIMUM WITH SING DEVICE Co RE LE DE E VER AND TELEPHONE PLATE. CLOSELY FIELD WITH TENANT'S PROJECT MANAGER To AVOID CONFLICTS. - LIGHTING FIXTURES AND LAMPS 51-ALL 8E FURNISHED A5 SCHEDULED. THE ELECTRICAL SHALL INSTALL ALL FIXTURES AND LAMPS. FLUORESCENT FIXTURES 51-IALL BALLASTS WITH EFFICIENCY FACTORS IN ACCORDANCE WITH "NATIONAL ENERGY CONSERVATION AGT OF 1951, AMENDMENTS OF 19SS ". FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE YIA ALL THREAD STRUT, AND NOT SUPPORTED BY CEILING SYSTEM. ' REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 4 2000 C' Of Tu km B 'WING DM-10M r h / aw O 0 7 ''!p� F'.. ; � .., ('.IT` ,.:- 1 , : ?E A JAN 0 8 ?, DIVISION XVI ELECTRICAL CONTRACTOR 3. THE USE 4. MANIMUM SEG, 16050 - BASIC ELECTRICAL MATERIALS 4 METHODS A. WIRE DEYIGES: 1. LAN N O WIRING DEVICES AND GDVERPLAtES SHALL BE SELECTED 8Y ARCHITECT (SEE PLAN NOTES FOR ADDITIONAL INFORMATION). a, RECEPTACLES SHALL BE 20 AMP, 3 -WIRE GROUNDING TYPE EQUAL To RUSSELL 5362. b. SWITCHES SHALL BE 20 AMP SPECIFICATION GRADE, RATED AT 120 OR 211 VOLT AS REQUIRED. c. SPECIAL DEVICES SHALL BE A SPECIFICATION GRADE. d. ALL DEVICE GOVERPLATES SHALL BE STAINLESS STEEL, s FLOOR BOXES TO BE HUSBEL *S- 2527/29 WITH 5 -3925 BRASS COVER (OR EQUAL BY "STEEL CITY ") AND HUBBELL 5362 RECEPTACLE (UNLESS OTHERWISE NOTED). f. EQUAL SY ARROW -HART, GENERAL ELECTRIC, BRYANT, PASS 4 SEYMOUR, OR SIERRA. S. PANEL BOARDS AND SAFETY SWITCHES: 1. PROVIDE BRANCH CIRCUIT PANELS WHICH SHALL BE OF THE BOLTED CIRCUIT BREAKER TYPE WITH SOLID COPPER BUSSING FULL SIZED NEUTRAL, 25% GROUND SUSSING, OVERALL HINGED /LOCKABLE DOOR, AND TYPWRITTEN DIRECTORY INSIDE DOOR ALL SERVICE ENTRANCE EQUIPMENT SHALL BEAR THE MANUFACTURER'S LABEL WHICH SHALL STATE THAT THE EQUIPMENT 15 RATED FOR SERVICE ENTRANCE APPLICATION IN ACCORDANCE WITH N.E.G. *230 -10. LOAD BALANCE ALL ELECTRICAL PHASE AT PANELS AND SWITCHBOARDS. TWO AND THREE POLE BREAKERS SHALL BE COMMON TRIP TYPE. WHEN USED A5 SWITCHES IN 120V. AND 211Y. LIGHTING CIRCUITS, FURNISH TYPE "51U ' BREAKERS IN ACCORDANCE WITH N,E,G. * 240 -8313, SQUARE D OR EQUAL BY GOULD ITE, CUTLER - HAMMER, WESTINGHOUSE, CHALLENGER, FEDERAL PACIFIC OR GENERAL ELECTRIC (OR APPROVED EQUAL) 2. PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NONFUSED, AS CALLED FOR ON DRAWING5 AND AS REQUIRED ST CODE. (FUSES AS MANUFACTURED BY SUSSMAN, CHASE SHALUMUT, WESTINGHOUSE, ECONOMY FUSE CO., OR LITTLE FUSE CO. ARE ACCEPTABLE.) DISCONNECT SWITCHES THAT ARE INSTALLED AT AIR CONDITIONING EQUIPMENT, HEAT PUMPS, ETC. SHALL BE FUSED IN ACCORDANCE WITH THE EQUIPMENT'S NAME PLATE REQUIRMENTS PER NEC. 440 -21 E 110 -35. SWITCHES SHALL SE HEAVY DUTY, QUICK MAKE /QUICK BREAK TTPE, FUSIBLE OR NON - FUSIBLE, WEATHERPROOF AS INDICATED ON THE DRAWINGS, OR AS REQUIRED BY LOCAL CODES. LOAD AND HORSEPOWER RATED AS MANUFACTURED BT SQUARE D, GOULD ITE, CHALLENGER, CUTLER HAMMER, WESTINGHOUSE, FEDERAL PACIFIC, OR GENERAL ELECTRIC (OR APPROVED EQUAL). 3. MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED FOR FRACTIONAL HORSEPOWER MOTORS THAT DO NOT REQUIRE AUZILIARY CONTROL. SINGLE PHASE STARTERS SHALL BE SQUARED OR EQUAL. THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD DEVICE IN EACH PHASE MATCHED TO MOTOR NAMEPLATE RATING. MAGNETIC MOTOR STARTERS (MINIMUM SIZE 1) SHALL BE USED PoR ALL SINGLE PHASE AND THREE PHASE MOTORS RATED ABOVE 12 I-P OR THAT REQUIRED AUZILIARY CONTROL. PROVIDE CONTROL DEVICES (CONTACTS, TRANSFORMERS, ETC) fN STARTERS AS REQUIRED FOR INTERLOCKS, COORDINATE WITH MECHANICAL AND /OR TEMPERATURE CONTROL CONTRACTORS. COMBINATION STARTERS,WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES. C. BOXES: 1. OUTLET BOXES AND COVERS 5HALL SE GALVANIZED, ONE -PIECE PRESSED STEEL KNOCKOUT. 2. JUNCTION, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, CODE GAUGE SIZE. 3. INSTALL BOXES RIGIDLY ON BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THE CONDUIT SYSTEM. ALSO PROVIDE SUITABLE /PROPER SOX ENTENSIONS TO EXTEND BOXES To FINISHED PACES DP WALLS ETC. ALL OUTLET BOXES TO HAVE SUITABLE BLOCKING BEHIND THEM TO MINIMIZE THE DEFLECTION THAT OCCURS WHEN PLUGGING/UNPLUGGING INTO THESE DEYIGES, 4. WHERE A 211 VOLT LIGHT SWIC-1 15 GANGED WITH A 120 VOLT RECEPTACLE PROVIDE A SUITABLE DIVIDER OR SEPARATE JUNCTION BOXES IN ACCORDANCE WITH NEC. AND LOCAL CODES. D. STEP -DOWN TRANSFORMER: 1 PROVIDE A DRY-TYPE CR4NSFORMER OF THE ENCLOSED \'ENTfL S TYPE WITH KVA AND D EGREE RATINGS S GALLED FOR E DRAWINGS AND WITH COILS DESIGNED FOR 150 DEGREES C. RISE AB01/E A 40 DEGREE G. AM WITH 100 % OF RATED LOAD CONNECTED TO THE SECONDARY, GLASS 1-4 INSULATION AND MINIMUM OF SIX STANDARD FULL CAPACITY TAPS (TuJo ABOVE AND POUT BELOW NORMAL) SOUND LEVEL/DECIBELS 51-ALL BE IN UAL VIBRATION-DAMPENING ATI WITH "NEMA" MOUNTS AND INSTALLATION SHALL INCLUDE MARFOUND OR EQUAL VIBRATION- DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FDR PRIMARY AND SECONDARY CONNECTIONS TO MINIMIZE SOUND (MOUNT TRANSFORMER ON SEPPARATTE E v VI BRATION ISOLATORS, THESE ARE ADDITONAL ITONAL S VIB IBRATION ISOLATORS AND ARE USED IN CONJUNCTION WITH ANY INTEGRAL FACTORY INSTALLED VIBRATION ISDLATDRS.) AS MANUFACTURED BY SQUARE D, HEAVY DUTY, ACME, GENERAL ELECTRIC OR WE ST INGHDUSE. E. LICsI- ETINC� CONTACTORS: OF LIGHTING SHALL BE AE INDICATED 3 T DRAWINGS, CONTACTORS FOR YPE 'L' IN A NEMA 1 ENCLOSURE, ELECTR , ELECTR ICALLY OPERATED, AND SQUARE D GLASS 599 03, T ELECTRICALLY 1 -HELD. EQUALS BY SIEMENS -ITE, GENERAL ELECTRIC, OR WESTINGsHOUSE, No EXCEPTIONS. TIME SWITCHES FOR CONTROL oP SHOW WINDOW LIGHTING AND SIGNS SHALL BE TORK MODEL NO. W200 (FOR 2 POLES) OR NO. W300 (FOR 3 POLES), 1 DAY TYPE, WfTH RESERVE POWER, OR EQUIVALENT BY SANGAMO OR PARAGON. E INSTALLATION: 1_ ALL ELECTRIC WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE POR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. HANGERS 51-ALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND 51-IALL BE FASTENED TO BUILDING STEEL, CONCRETE OR MASONRY, BUT NOT PIPING OR DUCTWORK, ALL CONDUIT SHALL BE CONCEALED WHEREVER POSSIBLE. EXPOSED CONDUITS SHALL SE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN LINES OR BEAMS AND SEPARATED AT LEAST 3 INCHES FROM WATER LINE WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH LINES. ALL CONDUCTORS SHALL BE IN CONDUIT, DUCTS DR DTOER CODE APPROVED RACEWAYS. 2, ALL LINE AND LoW VOLTAGE POWER AND CONTROL WIRING (EXCEPT HYAC LOW VOLTAGE WIRING) INCLUDING CONNECTIONS TO MOTORS, DAMPERS, INTERLOCKING, ETC, 5HALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR (ALL LINE VOLTAGE WIRING, CONDUIT, AND FINAL CONNECTIONS FROM THE POWER SOURCE THRU THE STARTER/DISCONNECT ETC. TO THE MOTOR OR EQUIPMENT IS THE RE5PDN51Bf1_fTY OF THE ELECTRICAL CONTRACTOR ALL HYAC RELATED LOW VOLTAGE CONTROL WIRING, CONDUIT AND INAL CONNECTIONS 15 THE RESPONSIBILITY OF THE MECHANICAL/TEMPERATURE CONTROL CONTRACTOR, UNLESS OTHERWISE NOTED ON THE PLANS). 3• DO ALL CUTTING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THE ELECTRICAL DIVISION, AND CUTTING SHALL HAVE PRIOR APPROVAL DF THE LANDLORD SLEEVES SI -TALL EXTEND AT LEAST TWO (2 ") INCHES ABOVE FINISHED FLOOR AND ALL SLEEVES, OPENINGS, ETC., THRU FIRE RATED WALLS AND FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SLICONE "RTV" FOAM, "3M" FIRE RAID SEALANTS OR EQUAL BY HILTI AFTER CONDUIT /CABLES INSTALLATION 50 A5 TO RETAIN THE FIRE RATING. 4. THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES AS TD NAME AND /DR FUNCTION± DISTRIBUTION PANELS, LIGHTING PANELS, MOTOR STARTERS AND DISCONNECT p SWITCHES. NAMEPLATES TO BE APPROXIMATELY 1" X 2" IN SIZE AND BE ITH PDP RI VETS OR SCREWS, FASTENEED D WITH 5, THE LOCATION OF OUTLETS AND EQUIMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND TI-+E ARGHITECT/TENANT PROJECT MANAGER 51 -TALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS DR FIXTURES BEFORE THEY ,ARE INSTALLED WITHOUT ADDITIONAL COST, 6- PROTECT ALL FIXTURES /EQUIPMENT AGAINST DAMAGE FROM LEAKS, ABUSE, ETC., AND PAY COST OF REPAIR OR REPOACMENt OF FIXTURES OR EQUIPMENT MADE NECESSARY BY FAILURE TO PRDYIDE SUITABLE SAFE GUARDS OR PROTECTION. 1. MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. AFTER ALL EQUIPMENT HAS BEEN INSPECTED AND APPROVED, COMPLETION CLEAN ALL EQUIPMI =NIT PRDYIDED UNDER TI-115 WORK JUST PRIOR TO COMPLETION OF PROJECT. F C E ITATE ANY /A NECESSARY EOEGCRfOOL COORDINATE PRIOR WORK THAT IS REQUIRED TO FACILITATE THE NEW INSTALLATION FIELD COORDINATE PRIOR TO BIDS. REMOVE AND /OR MODIFY EQUIPMENT, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION( ANY EQUIPMENT DR DEVICE REMAINING IN USE AFTER PART OF THE EQUIPMENT OR DEVICES HAVE BEEN REMOVED ARE TO BE RECONNECTED TO EXISTING oR NEW CIRCUITS AND LEFT IN WORKING ORDER FEEDERS To PANELS AND WIRING TO OTHER EQUIPMENT TO BE ROUTED CONGEALED IN FINISHED AREAS. coQ PINATE ANY DISRUPTFDN or ELECTRICAL OR TELEPHONE SERVICES WITH LANDLORD AND TENANT PROJECT MANAGER TO AVOID CONFLICTS. 1 -1/2" THRU 5, LEAVE 6. SECURE USING FASTENERS 1. FLASH POCKETS. SYSTEMS LANDLORD MAKE HOLES HOURS PRIOR S. WIRE: 1. WIRE SHALL SIZE 5HALL THE SITE STRANDED FOR EVERY a. GENERAL PERMITTED. 2, WIRE CONNECTORS T 4 B "LOCK 3, THE USE IF INSTALLED 5EC. 16300 A. WIRED GROUND I. FURNISH EQUIPMENT 2. ALL GROUNDING SWITCHSLARD, 3, ALL ENCLOSURES SYSTEM DR PAINTED METALS CLAMPS. 4, RUN A DRAWINGS. WHERE OR EQUAL, DR EQUAL, 5. ALL BETWEEN CONTACT BOND FOR OUTLET FLEXIBLE B. SERVICES` 1, ELECTRICAL DESIGNATED FACILITATE COMPLETION N.E.G. AND 2. PRDVIDI= REQUIRMENTS LANDLORD CLOSELY REQUIRED. LEVELS, VERIFY TELEPHONE 3. MAKE THE DRAWINGS. D. CONDUIT PROVIDED 4 SQUA COORDINATE SEC. 16500 A. LIGHTING: 1. LIGHTING CONTRACTOR HAVE HPF APPLIANCE 2. LIGHT AND UNI- FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 -0420 PROJECT CO- ORDINATOR: A U L P A R T N E R S H I P T O R O N T O • CALGARY ■ V A N C O ll V E R 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 1- 888 - 855 -5061 fax (905)337 -1986 ENGINEER Emphasis On Excellence M•I9etail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 SEAL DEC 1 8 2007 -14 f _ V• % �ti - h, 2 A, • :AZ( `°C" +• NO. REVISIONS DESCRIPTION DATE DATE: 12/17/07 SCALE: AS NOTED GROSS AREA: 2,164 SQ. FT. SALES AREA: 1,272 SQ. FT. PROJECT # : 0712260 DRAWN BY: Lady Foot Locker PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #1560 STORE No. 46171 SHEET TITLE MECHANICAL & ELECTRICAL SPECIFICATIONS SHEET NO. G1.2 . �� / � ' — `iii. ° �� � _ ��� � • 1� FOOT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 RVI N G, TEXAS 75062 PHONE: (972) 714 -0420 �i��priU PROJECT CO- ORDINATOR: P A U L P A R T N E R S H I P ,.z =k TORONTO • CALGARY • VANCOUVER 2660 V Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 1- 888 -855 -5061 fax (905)337 -1986 LEASE LINE I �� � ~ _ _ ■ ' U " ' ' � i � # ~ „ r a w � � G - 0 — i i 1 /' I 1 TEMPORARY STOREFRONT — HATCH INDICATES AREA OF NEW TOILET ROOM. REFER TO Al.m 1 LEASE LINE �� 1 BARRICADE BY TENANT G.G. AT TENANT'S EXPENSE AS PER LANDLORD SPECIFICATIONS. 1 P I % ENGINEER LEASE LINE PROVIDED DIMENSIONS ARE FOR REFERENCE ONLY. vERIFY ALL CONDITIONS IN FIELD AND OBTAIN NECESSARY APPROVALS FROM LANDLORD PRIOR TO COMMENCEMENT OF DEMOLITION. — Emphasis On Excellence M-Fietail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 ST 7 REMAIN EXISTING PROTE CT DURING RUCTURAL DEMOLCOLUMNS ITION TO AND CONSTRUCTION. MAINTAIN INTEGRITY OF EXISTING FIRE RATING. LEASE LINE SEAL f D W REMAIN EXISTING PATCH RATED AND Rf = EMISING PAIR ALL AS TO REQUIRED TO ACHIEVE/MAINTAIN REQUIRED FIRE RATING. ,„.,,,, 2910 R GIST. JAMES M. HAMILL STATE OF WASHINGTON i i ;. f i - i 7 - 00) ..... REVISIONS NO. DESCRIPTION DATE DEMOLITION PLAN SCALE: 1/4" = 1' -O" DATE: 12/17/07 DEMOLITION NOTES 0 N/A SCALE: - SCALE: AS NOTED PRIOR TO COMMENCING ANY WORK CONFIRM WITH THE LANDLORD THAT THE SPACE 15 THE DESIGNATED SPACE AS SHOWN IN THE DRAWINGS. REPORT ANY DISCREPANCIES TO THE PROJECT MANAGER CONFIRM LOCATION OF ALL LEASE LINES WITI -1 LANDLORD REPRESENTATIVE PRIOR TO DEMO. COORDINATE WORK AND SCHEDULE WITH THE E LANDLORD OR DESIGNATED AGENT. PROTECT ALL AREAS NOT INCLUDED IN THE WORK ANY DAMAGE THAT OCCURS AS A RESULT OF THE WORK SHALL BE REPAIRED TO A LIKE NEW CONDITION e G.C. EXPENSE (SEE SPECIFICATION)_ NOTIFY THE TENANT PROJECT MANAGER AT ONCE OF ANY UNFORESEEN HAZARD OF ANY KIND BEFORE DEMOLITION 15 COMPLETE THE REMOVAL AND /OR HANDLING OF HAZARDOUS MATERIALS (E.G_ - A.G.M.) 15 NOT PART OF THIS WORK IF ANY DISTURBANCE OF HAZARDOUS MATERIAL 15 ANTICIPATED BY THI5 WOK, AUTHORITIES MUST BE NOTIFIED 4 PRESCRIBED PROCEDURES MUST BE FOLLOWED. NO ALTERATION'S TO THE EXISTING STRUCTURAL MEMBERS ARE ALLOWED UNLESS SPECIFICALLY NOTED. ALL CONDITIONS AND DIMENSIONS SHOWN ARE FOR REFERENCE ONLY AND MUST BE FIELD VERIFIED AT THE SITE. UPON COMPLETION OF DEMOLITION, ALL CONDITIONS AND DIMENSIONS ARE TO BE CHECKED FOR VARIANCES. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE TENANT PROJECT MANAGER ANY UNNOTED EXISTING CONDITIONS WHICH MAY CONFLICT WITH THE PROPOSED NEW WORK AND MAY REQUIRE MODIFICATION, RELOCATION AND OR REMOVAL SHALL BE IDENTIFIED AND REPORTED TO THE TENANTS PROJECT MANAGER AT ONCE REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR SCOPE OF NEW WORK AND TO CONFIRM TERMINATION AND /OR REMOVAL OF EXISTING FIXTURES, DEVICES AND SERVICES. ANY MODIFICATION TO EXISTING SPRINKLER SYSTEM MUST BE APPROVED BY LOCAL FIRE MARSHALL AND COORDINATED WITH LANDLORDS REPRESENTATIVE. EVALUATE THE EXISTING TOILET ROOM (CONFIGURATION AND FIXTURES) TO DETERMINE THE LIMIT OF SERVICEABLE ELEMENTS. TOILET ROOM AND PLUMBING FIXTURES MUST MEET ALL APPLICABLE CODES (SEE SHEET A13) AND THE FIXTURES MUST BE IN GOOD CONDITION. COORDINATE W/TENANT P.M. PRIOR TO ANY DEMO. COORDINATE WITH ANY LANDLORD VENDOR OR CONTRACTOR TO DETERMINE THE EXTENT OF WORK FOR ROOFING, PLUMBING, FIRE - PROTECTION, SMQKE EXHAUST, ETC ANY INFORMATION SHOWN IS TO BE VERIFIED IN FIELD. MAINTAIN AND /OR REPAIR ALL FIR= RATED ASSEMBLIES AND SEPARATIONS (WALL, FLOOR, CEILING, OR BETWEEN ADJACENT SPACES ETC.) TO MAINTAIN REQUIRED FIRE RATING AS REQUIRED BY ANY CODE OR REGULATION. PROVIDE AND /OR MAINTAIN FIRE STOPPING 45 REQ'D BY CODE. REPAIR ANY DAMAGE THAT OCCURS DURING DEMOLITION TO ANY ASSEMBLY SCHEDULED TO REMAIN GROSS AREA: 2,164 SQ. FT. SALES AREA: 1,272 SQ. FT. PROJECT # : 0711105 REVIEWED 0€� (E E ED FOR 1 I APPROVED JAN 2 4 2008 DRAWN BY: L.T. Lady Foo Locke r City Of Tukwila 1 B ILE) NG DP JO N PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KW I LA, WA, 98188 SPACE #1560 STORE NO. 46171 LANDLORD DEMOLITION OBLIGATIONS LEGEND 1. LANDLORD TO LAVE PREMISES IN ERCOM CLEAN CONDITION, COMPLETE �ITI-I: = DEMI5!NCI JS4LL STUDS EXISTING INTERIOR WALL OR DEMISING WALL TO REMAIN SHEET TITLE DEMOLITION PLAN SHEET NO. D1 .0 SMOOTI LEV L CONCRETE 1=L00 SL EXISTING - _ TENANT =EMPTY TL�� = TENANT =V 4C STU6 = -I, STUI5= V4V CONDUIT =ON INS S � IN SYSTEM FOR `GIFT` 1DUCT FROVID FOR L I UTILITIES LOCATION. � L _ ° TO ING SAFETY REAR j4 COOL AIR SYSTEM O= SPACE OR AND A5 PER (CMU) TO REMAIN '=�� ''� EXISTING INTERIOR WALL, DEMISING W LL • - ` - ' -7 - :,6 A OR OTHER ITEM TO PE RE1`1OYED Jr,NO8 ?,,� 3JUJ -_-01\,..1 t._;0\ 6 R 13 FOOT LOCKER 3 INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK NY 10120 ARCHITECT: JAMES M. HAM I LL, A.I.A. 580 DECKER DRIVE, SUITE 170 RVI N G, TEXAS 75062 PHONE: (972) 714 -0420 PROJECT CO- ORDINATOR: ,„__ .4 d I K P A U L P A R T N E R S H I P • ::`_; TORONTO • CALGARY • VANCOUVER 3Y 1 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 1- 888 - 855 -5061 fax (905)337 -1986 4,12 ALCOVE I PASSAGE �- 1 oR E LEC. TOILET Roots 1 -5 • EQUIP A2.2 2 3 PAID PANELS 2' , _ -6 5 6 I �� y4 � 4 �4 � rr =; 1 1 t k I 6 , _3 /1 I @ w W 1 `--`) U A13 Cy 610 = in �• . � ! .Yi�y�4� 1 0 Ill " OC 4 6 . -m � ►4/II ya 4 � A2 I 1 Q -rrrrr� � ���� 4 1 J �4 Qy44$4 2A .-. �`_ J _ I ` ' r 0 1 l ) © l�ri � i�ii� � i s i � � w 4 �dY e 5 ;1 5 , 3 ,_ 0 • I i — 4 - O " _ i � _ - 4 ii 4 , Adz _ - . R r _ 3' 1' -8" I I 6 - . i r - ~ A4 ~ _ A2.0 -0" Al2 ~ II A1 .z AL I Al2 - _- '— I , 11.1,1 .I- I ' ,n a _ _ ,p r a O — , �� - I■M AJAENT TENANT Ill OE I j " I: M Retail En Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 11 Al2 i � ~ - 12 � 0 e I I LEASE LINE I � II 1 A1.2 43 •! �� I WATERPROOF MEMBRANE BELOW TOILET ROOM FLOOR MUST BE WATER TESTED AND APPROVED BY ON - SITE OPERATIONS MANAGER © ' I � � - � ! 10A I DOOR GLOSUIRE LINE I I 412 I II I II I I I I ll 1 I I STOCK AREA I .A " '4� SALES AREA ( I 7 r A13 Q 5' -0 I i9 SEAL �� 291 "c1�A'P. ►i% ,� r C � ►1' / ,Q !AM S • Ni W p srA GRAB BARS TO BE SUPPLIED AND INSTALLED G. BY G. AS REQUIRED. ac. TO ADHERE TO ALL LOCAL AND STATE CODES. /1 — i I I A2.0 FITTING ROOM I ' I LINE DF CEILING I TRANSITION (ABOVE) . �I I I I , I I I /�/� i//� � 1 RETROFIT FAUCET. REFER TO NOTES ON A13 ]J4 p O A3 I r II i : I 1' -9" I I 24 PANELS 9 2' -0" C.C.. 42' -0" I 35' -9 1 /8" -i 5 48' -9" SALES AREA ME � FOR CO COMPLIA 1, DE APPR®VD t APR ` '' 2S Cif BUILDING 9IVISI �i�_ REVISIONS ADJACENT TENANT ' 1 lowipi NO. DESCRIPTI ON DATE 1. REVISED AS PER 04/09/8 LANDLORD AND CLIENT COMMENTS D mime Dt 5 • 12/17/07 SCALE: AS NOTED GROSS AREA: 2,164 SQ. FT. �ATITI�N DETAILS SEE S T'S E°T ,o„ 41.1 SALES AREA: 1,272 SQ. FT. PROJECT # : 0711105 . DRAWN BY: L.T. CONSTRUCTION PLAN SCALE: 1/4" — 1' -0" Ldy a Foot I_. e r CONSTRUCTION NOTES DOOR AND FRAME SCHEDULE DOOR HARDWARE NOTES DOOR HARDWARE NOTES -- ADA INSPECT THE CONDITION OF EXISTING DEMISING PARTITIONS . EXTERIOR GLAZING WALLS AND PROVIDE FULL HEIGHT #FINISHED PARTITION TO UNDERSIDE OF DECK AS REQUIRED. PATCH AND REPAIR TO ACHIEVE OR MAINTAIN REQ'D FIRE RATING - TAPE AND SPAKEL TO PREPARE FOR FINISHES UPON POSSESSION OF THE PREMISES, ENTIRE SPACE DIMENSION SHALL BE VERIFIED. GL. SHALL SUBMIT NOTED DISCREPANCIES To THE OWNER, ARCHITECT, AND MILLWORK CONTRACTOR WITHIN 3 DAYS OF THE START OF CONSTRUCTION. WHEN RE -USING EXISTING DRYWALL CONSTRUCTION, PATCH AND REPAIR WALLS AS NECESSARY TO ENSURE ONE HOUR RATING, PATCH ALL VOIDS INCLUDING DECK FLUTES WITH NON - COMBUSTIBLE MATERIALS. STOREFRONT IS TO BE SUPPORTED FROM THE FINISHED FLOOR OR BY STRUCTURAL MEMBERS ONLY AND ARE NOT TO BE ATTACHED TO OR SUPPORTED BY NE BULKHEAD OR SIGN6AND. ONLY APPROVED HORIZONTAL BRACING TO NE STRUCTURE WILL BE ALLOWED. REFER TO LANDLORD CRITERIA DETAILS. ALL SLAB PENETRATIONS MUST BE APPROVED IN WRITING BY THE TENANT COORDINATOR PRIOR TO THE COMMENCEMENT OF WORK GENERAL CONTRACTOR SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHIN THE TENANTS PREMISES ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PR EVENT POSSIBLE DAMAGE. ALL DIMENSIONS ON PLAN FOR NEW INTERIOR WALL LAYOUTS ARE FROM FINISHED WALL TO FINISHED WALL UNLESS NOTED OTHERWISE. PATCH 4 FIRE STOP G.W.B. PARTITIONS AS REQ'D BY LOCAL CODES. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. ALL PENETRATIONS OF FIRE RESISTIVE FLOORS OR SHAFT WALL5 SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UL STANDARDS FOR THROUGH PENETRATIONS FIR E STOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCI-IITEGT. SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS AND JAMBS A5 REQUIRED TO MAKE ASSEMBLY RIGID. PROVIDE 4 INSTALL BROWN PAPER COVERING TO THE STOREFRONT GLAZING DURING MERCHANDISING, MOBILE SHELVING UNITS WHEN SPECIFIED - PROVIDE A SMOOTH LEVEL FLOOR FOR INSTALLATION OF UNITS. 1 DOOM NUi'1PER DOOM TYPE �g /,41.2; SIZE /LOCATION FINISH FRAME MAT. -DW. �R. I-1 /J DETAIL THizESH DETAIL RATING REMARKS 1. ALL HARDWARE REPRESENTS THE INTENDED QUALITY, STYLE AND APPEARANCE. 2. IF NEW, ALL HARDWARE IS TO BE 260 FINISH. DOOR HARDWARE SHALL BE MOUNTED AT NOT LES TH AT 36 OR MORE THAN 48" ABO FLOO 3 PROVIDE WEATHER STRIPPING AND ADA THRESHOLD AT EXTERIOR DOORS. ALL THRESHOLDS SHALL NOT EXCEED I/1" MAX HEIGHT. 4. A NEW SECURITY EXIT DEVICE WILL BE FURNISHED AND INSTALLED BY SECURITY SOLUTIONS, 405-316-16��. TENANT G.G TO PROVIDE POWER SUPPLY (120V SINGLE P CONNECTION FOR THE ALARM INSTALLED ADJACENT TO THE PANIC BAR ON THE HINGE SIDE OF THE DOOR FRAME. PULL THE LOW WATTAGE WIRE FROM THE LOCK TO TERMINAL STRIP IN THE POWER SUPPLY. 5. TENANT G.C. COORDINATE WITH GRILLE MFGR AND SHALL VERIFY THAT GRILLE INSTALLATION MEETS ALL LANDLORD AND TENANT REQUIREMENTS. 6. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE U5E OF A KEY OR ANY SPECIAL KNOWLEDGE oR EFFORT. 1. HARDWARE AT SERVICE DOOR SHALL BE BUILDING STANDARD AS WHEN REQUIRED BY THE LANDLORD CRITERIA S. UNDER CUT TOILET ROOM DOOR 1" TO PROVIDE AIR FLOW. 9• REPLACE DAMAGED OR MISSING HARDWARE REPLACE LOCK G AN ENDERS D PROVIDE TENANT WITH (2) NEW KEYS 10. REPLACE U- CHANGE CYLINDERS ON STOREFRONT DOORS . GRILLES WHEN EXISTING AND PROVIDE TENANT WITH (2) KEYS (BY SECURITY VENDOR). ADA 4.135 DOOR WIDTH AND HEIGHTS: REQUIRED IT DOORWAYS Aft TO FIAVE A CLEAR OPENING NOT LESS THAN 32 INCHES WIDE. FOR HINGED DOORS, THE OPENING 15 MEASURED WITH THE DOOR AT A 90- DEGREE ANGLE FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS, INCLUDING AUTOMATIC DOORS, HAS TO PROVIDE THE 32 -INCH CLEAR OPENING. DOOR HEIGHTS ARE REQUIRED TO BE A MINIMUM OF Be INCHES. ALTHOUGH SECTION 33 RELATES TO REQUIRED EXITS, ARTICLES 6 THROUGH 14 ALSO REQUIRE SPECIFIC AREAS TO BE ACCESSIBLE. DOORS TO THESE AREAS WOULD ALSO HAVE TO HAVE A 32 -INCH CLEAR OPENING, ADA 4,13,8 THRESHOLDS: THRESHOLDS ARE REQUIRED TO BE NO MORE THAN 1 /2" INCH HIGH. BEVEL OR SLOPE THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING 45 DEGREES SD THAT NO SINGLE VERTICAL GRANGE OF ELEVATIONS EXCEEDS 1/4" INCH. ADA 4'13.9 HARDWARE HAND ACTIVATED DOOR OPENING HARDWARE 15 REQUIRED TO BE CENTERED BETWEEN 30 AND 44 INCHES HI LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH 6 ARE IN A PATH OF TRAVEL NAVE TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE LOCKED EXIT DOORS ARE REQUIRED TO OPERATE AS DESCRIBED ABOVE IN THE DIRECTION OF EGRESS. ADA 4.13.10 CLOSERS: THE MAXIMUM FORCE TO OPERATE DOORS CANNOT EXCEED 8.5 LBS. FOR EXTERIOR DOORS AND 3 LBS. FOR IN TERIOR DOORS, REQ'D FIRE DOORS M AY REQUIRE UP To 15 LBS. PRESSURE. THE PRESSURE IS TO BE MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING DOORS. COMPENSATION DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE REQEMENTS. REQUIREMENTS. ADA 4.14 ENTRANCES: ALL PRIMARY ENTRANCES To BUILDINGS AND FACILITIES ARE REQUIRED TO BE MADE ACCESSIBLE. A PRIMARY ENTRANCE 15 DEFINED AS "ANY ENTRANCE To A FACILITY, WHICH HAS A SUBSTANTIAL FLOW OF PEDESTRIANS TO ANY SPECIFIC MAJOR FUNCTION OF THE FACILITY," HANDICAPPED RECESSED DOORMATS ARE REQUIRED TO BE ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. ADA 430 ENTRANCE SIGNS: ALL BUILDINGS ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED. TO BE VISIBLE TO PERSONS ALONG APPRDAGHING PEDESTRIAN WAYS. RECEIVED ��T� o�TU�>� APR 21 2008 PERMIT CENTER 0 E 3 -0 X 10 -0 X 1/2 1 1"f ILL _ 1 1IA3.P� - MALL TO SALES �j _ - - _ _ _ - _ _ g 3' -0" X 6' -8" X 1 1/8" STOCK TO TOILET fi TD LP -2 WOOD 3 - (/A3.0 - SSE NOTE S G 3' - 0" X 4' - 9" X 13/4" PASSAGE TO FITTING PRE -F=IN. PRE -FAB WOOD 4 1/A1.2 - - F IOUNT noon FOR r -4' CLEAR AT 9TM. ouINER VENDOR To SUPPLY DOO HFNN I_ocKSET 4 TRIM. �c To INSTALL Q '�' 3' -0" X 1' -0" X 1 3/4" PASSAGE TO EXIT PTD LP -2 METAL 5 - 5/A1.2 - 4 5 1 IN SEE NOTES 4 P ^ • J T S O UTH C E NTE R MALL 304 SOUTHCENTER 1 MAL e DENOTES AN EXISTING DOOR ALL HARDWARE TO COMPLY LUIT1-1 ADAAG AND LOCAL HANDICAPPED CO DE REQUIREMENTS ALL EGRESS DOORS SHALL 13E OPERABLE F=ROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE TU KWI LA '► A 931 S$ SPACE #1560 STORE NO. 46171 SETS M._.,./ SET NO. 1 SET NO 2,4 SET NO. 25 SET NO. 3 SET NO. 4 SET NO. 5 CR LSE Co. OR EQUAL TEL: 1-80(D-421-644 BOTTOM DOOR RAIL:'CR6556126 TOP DOOR RAIL: VR 5155t25 LOUC CRL EURSERIE5PATCH LOCK 'EUR6 FULL FIANDLES: CRL BRUSHED 5TAMLE5S P 9IISH 84" EXTRA LENGTH LADDER STILE a4cK -TO -SACK FULLS TLO LEn FLOOR Mawren TYPE'GRL831� rr, F I. PE `FOR E55 FR�Il5H: (55) BRUSFEL7 STAINLESS DOOR TO EGRESS: 11/2 - PAIR OF BUTTS 1 - LATCH SET - WA LL ST OP - SILENCERS 2 - KIGKPLATES. I - cLoSER NON - EGRESS DOOR: 1 1/2 - PAIR OF BUTTS 1 - COMB LATCH/ LOCK 1 - W ALL STOP 3 - SILENCERS 2 - KICK PLATES. 1 - CLOSER 11/2 - PAIR OF BUTTS 1 - COMB LATCH/ LOCK 1 - WALL STOP 3 - SILENCERS 2 - KICK PLATES. I - WALL STOP S ATIN CHROME (3) STANLEY F119 FREE- SWING BUTT HINGES, SATIN CHROME �� 4-1/2"x4-1/2" FIN 26D (1) SCHLAGE F -10 JAll PASSAGE LATCH, LEVER TYPE SATIN C HROME, FIN 626 (1) HD DOOR STOP ( INTEGRAL WITH HINGE /BUTT) FOR FITTING ROOM DOORS ONLY (1) DOOR STOP 11/2 - PAIR OF BUTTS PANIC HARDWARE SET -A, B, C OR D I - WALL STOP 2 - KICK PLATES 1 - SURFACE M" ITD. DR (3/ -IR DOOR) 1 - CLOS I - PEEP HOLE 1 - WALL STOP SATIN CHROME INSTALL UNITS PER MFG. INSTRUCTIONS AND GUIDELINES. ADVISE PROJECT CONSTRUCTION MANAGER IMMEDIATELY SHOULD ANY FIELD CONDITIONS IMPACT PROPER INSTALLATION SHEET TITLE CONSTRUCTION PLAN SHEET NO. A1 • 0 BUTTS: MCKINNEY STANDARD WEICx 4T S KNUCKLE SILENCER: IVES, NO. 20 BEARING HINGES 4 7152114, 4 -1/2" X 4" # LEVEL 1 SECURITY SPEC. ENCLOSED MALL STORES COMB_ LOCK /LATCH: ILCO UNICAN 1021 LATCH SET: SARGENT 8 LINE LEVER TYPE REDUCER STRIP: SEE SILL DETAILS PANIC HARDWARE SET "A" LOCK SET: SARGENT LINE LEVER TYPE 11230F000F PANNEX EXIT DEVICE - ALARMED/FIRE RATED /AC POWERED PRIVACY LOCK SET: SARGENT 10 LINE LEVER TYPE 1DL14182800 DOOR LOOP - FOR AG POWER CLOSER: RUSSWIN DC22000 1F51100000 POWER SUPPLY (NO BATTERY) UJALL STOP: !YES #401 I/2 - 5321:7 FINISH 316i303A4c2 MORTISE CYLINDER - FOOTLOCKER 36, K204FAGTRY FACTORY COMBINATION KEY KICK PLATE: IVES, #8400 12" x 3" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 -0420 PROJECT CO- ORDINATOR: 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 1- 888 -855 -5061 P A U L P A R T N E R S H I P TORONTO • CALGARY • V A N C O U V E R fax (905)337 -1986 ENGINEER Emphasis On Excellence M. Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 SEAL NO. 1 REVISIONS DESCRIPTION REVISED AS PER LANDLORD AND CLIENT COMMENTS DATE 04/09/8 DATE: 12/17/07 SCALE: AS NOTED GROSS AREA: 2,164 SQ. FT. SALES AREA: 1,272 SQ. FT. PROJECT # : 0711105 DRAWN BY: L.T. Lady Foot Locker - • SOUTHCENTER MALL 304 SOUTHCENTER MAL T TU KWI LA, Y A, 98188 SPACE #1560 STORE NO. 461 SHEET TITLE PARTITION TYPES SHEEP NO. Al .1 EXISTING FULL HEIGHT DEMISING WALL STUDS W/ (1) "X" 3 5/8" TOP TRACK 3 - 5/8" TOP TRACK 3 5 /S" TOP TRACK TOVAVAMMk LAYER OF 5/5" TYPE GWB ON TENANT'S SIDES OF 6" x 22 GA. MTL. STUDS 0 24" O.C. WALL MUST / CONFORM ACCORDINGLY) TO 1 -HOUR FIRE RATING (UL465 OR UL 419 AND LOCAL CODES. 'ISING PATITION DECK DECK DECK DECK 0 $ - FIN. CLG. $ FIN. 01-G.$ - $ GWB ON BOTH SIDES TO STOP 6" BELOW DECK FOR RETURN AIR PLENUM FIN_ CLG. GWBON BOTH SIDES TO STOP 6" BELOW DECK FOR RETURN AIR PLENUM - FIN. CLG. D L $ \ STOPPING AT ALL ,_,__ __ _L $ FIRE STOPPING AT ALL , , , _ \ , , EXISTING WALL EXISTING UJALL TO REMAIN. PATCH AND FIRE CEILING LINES WHERE REQUIRED BY CODE 3 5/5" 20 GA. MTL_ STUDS e 16" O.C. WITH (1) FIRE STOPPING AT ALL CEILING LINES WHERE REQUIRED BY CODE - 0 / CE ILING LINES WHERE REQUIRED BY CODE REPAIR AS REQUIRED TO MAINTAIN EXISTING FIRE GWP WITH BELOW LANDLORD'S RATING ON ADJACENT AND ANY NEW FINISHES_ INTERIOR PARFTIONS AND PARITIONS TENANTS TO STOP 6" CLEAR DECK ABOVE TO ALLOW FOR HYAC (RETURN AIR FLENUMN). 15 ING PARTITION 3 5/5 x 20 GA MTL. FRAMING g 16" D.C. "TYPE (1) LAYER 5/5" -X" G_WB_ RUN FROM SLAB TO 6" PAST FINISH CEILING LINE "TYPE �! 0 x LAYER 5 /S" "TYPE -X" G.W.B. TYP. EACH SIDE- RUN UP FROM SLAB TO 6" ABOVE FINISHED CEILING TRACK DEMISING 43 0 - (1) LAYER 5/5 -X" GYP- BD. RUN FROM SLAB TIGHT TO DECK ABOVE. TRACK EXISTING FULL HEIGHT DEMISING WALL TO REMAIN. WALL MUST CONFORM TO 1 - HOUR FIRE RATING / 3/5" x 20 GA. MTL. HAT CHNL ' 16" O.C. W/ (1) LAYER 5/5" "TYPE -X" G.W_B. ON TENANT SIDE- FROM SLAB UP TO 6" ABOVE FINISHED CEILING. ENSURE ALL GWB STOPS 6" BELOW UNDERSIDE OF DECK FIN. FLR 3 5/8" x 20 GA. MTL. STUDS 6 16" O.C. WITH (1) LAYER 5/5" "TYPE -X" G.W.B. TYP. EACH SIDE- RUN FROM SLAB TIGHT TO DECK ABOVE. U.L. DESIGN U465. 3 /S" TRACK (U1_465) AND LOCAL CODES. PATCH AND REPAIR AS REQ'D TO MAINTAIN EXISTING FIRE- RATING AND 42 ANY NEW DE FINISHES. [SING FA TITFON 3 -5/5" BOTTOM FIN. FLR 3 -5/5" BOTTOM FIN. FLR -5 BOTTOM FIN_ FLR $ INTEID� $ '224' $ PARTITION EXISTING MASONRY DEMISING WALL To REMAIN_ REPAIR AS REQ'D TO MAINTAIN EXISTING FIRE- RATING. PREPARE WALL FOR ANY NEW ,ifil FINISHES. �E�I�fN� PARTITION r�Mill= & _ _ - _ - - - - A` 1 RATED OUR IkTERIOR TITIAN =li IN 1� �TITION � •NTLFCFATITFON - � Al PARTITION TYPE "A " PARTITION TYPE "B" PARTITION TYPE "C" PARTITION TYPE "D" PARTITION TYPE "E" NOTE: AT PARTITIONS AND /OR FURRING (SALES AREA SIDE ONLY) REFER TO PERIMETER WALL FIXTURE SYSTEM DETAILS FOR METAL STRAPPING (BLOCKING) REQUIREMENTS '''''' �i ��' ®Q �� ��® p� � ��� 1 FQR 1 ' -����� " CA ® � � 0 DD 8 rr op RECEIVED clrr OF Tl0!(WiLA OFTUK APR 1 ZOOS PERMIT CENTER 3 5 /S" TOP TRACK DECK SERVICE CORRIDOR - $ FIRE STOPPING AT ALL CEILING LINES WHERE REQUIRED BY CODE 3 5/5" x 20 GA. MTL. STUDS e 16" O.G. WITH (1) LAYER 5/5" "TYPE-X" G.W.B. TYP. - U.L. DESIGN U465_ 3/4" FIRE RETARDANT PLYWOOD DEMISING PARTITION 1 X 4 WOOD TRIM 3/4" FIRE RETARDANT PLYWOOD ' , AI2 i / _ JOISTS e 4' -9 3/4" - TENANT SPACE z 0 i th o \� II I c _ \ FEN5 , \ 0 6" METAL 16 " D.G. 5/S" TYPE 11 X" G.W.B. FIRE 6 META L JOISTS 16" D.C. 5/5" TYPE "X" G.W.B. FIRE RATED CEILING a in 0 i FINISH TO MATCH EXISTING RATED CEILING 3 5/5 METAL STUDS 016" R -19 BATT INSULATION 6" METAL FRAMING 01611 O.C. W/ 5 /5 G.W_B_ (FIRE RATED) BOTH SIDES TRACK O.C. W/ 5/5" G.W.B. (FIRE RATED) BOTH SIDES TRACK CONDITIONS - CONTACT MALL REPRESENTATIVE FOR FINISH REQUIREMENTS 3 5/5" BOTTOM TRACK / FIN_ FLR 3 -5/S" BOTTOM FIN_ FLR 6 BOTTOM NOTE: PLUMBING WALL TO USE 6" METAL STUDS FOR PIPE CHASES FIN_ FLR ■ $ $ SERVICE ALCOVE INT RIO FA T I ION INT; _ I OR PARTITION PI 4TFQR FL 5 f NG JSAL L PARTITION TYPE "G" PARTITION TYPE "H" PARTITION TYPE "K" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 -0420 PROJECT CO- ORDINATOR: 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 1- 888 -855 -5061 P A U L P A R T N E R S H I P TORONTO • CALGARY • V A N C O U V E R fax (905)337 -1986 ENGINEER Emphasis On Excellence M. Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 SEAL NO. 1 REVISIONS DESCRIPTION REVISED AS PER LANDLORD AND CLIENT COMMENTS DATE 04/09/8 DATE: 12/17/07 SCALE: AS NOTED GROSS AREA: 2,164 SQ. FT. SALES AREA: 1,272 SQ. FT. PROJECT # : 0711105 DRAWN BY: L.T. Lady Foot Locker - • SOUTHCENTER MALL 304 SOUTHCENTER MAL T TU KWI LA, Y A, 98188 SPACE #1560 STORE NO. 461 SHEET TITLE PARTITION TYPES SHEEP NO. Al .1 16 GA. MIN. BRAKE METAL WRAP W/ NO EXPOSED SILICONE OR FASTENERS ON 1/2" NON -COMB. PLYWOOD OVER 6" X 20 GA. METAL FRAMING. PAINT LP -1 16 GA. MIN. BRAKE METAL WRAP W/ NO EXPOSED SILICONE OR 3/4" NON-COMB. PLYWOOD 5/S" G.WB. ON 3 5/S" X 20 GA. METAL FO OT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK N Y 1012 0 ' ' 011. FASTENERS ON 1/2" NON -COMB- PLYWOO OVER 6" X 20 GA. METAL FRAMIN�c. rn `- �,_ \ `" x I `� ` War FRAMING (TIP.) INSTALL CORNER ,.;� FIN. GLG. 1 GUARD OVER ACRYLIC WALL PANEL (WHERE REQUIRED) (TYP.) 1 X 4 WOOD TRIM 3 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 I RVI N G, TEXAS 75062 PHONE: (972) 714 -0420 1 110..1€ ACRYLIC WALL (WHERE REQUIRED) r(TYP) PANEL ��,.�.�� // 5 /s " W$. ow �" MTL FRAMING 016 "O.G. F ( C I 4 5 /S" &B.S. ON 3 5/S" MTL FRAMING alb" 0.O. ° 2" X 2" X 12" GUARD WI ALUMINUM 5/8" G.W.B. ON 3 5 /8" X 20 - � J - 1 J J GA. METAL FRAMING f(TYP.) HIGH CORNER CLEAR BRUSHED FINISH PROJECT CO- ORDINATOR: 3 5/S" x 20 GA. MTL. STUDS 16" O.G. WITH (1) LATER 5/S" TYPE "X" GWB TYP. EACH SIDE. REFER TO 41.0 FOR SPECIFIC WALL TYPE. P A U L P A R T N E R S H I P ry T O R O N T O • C A L G A R Y • V A N C O U V E R 2bb0 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 1- 888 - 855 -5061 fax (905)337 -1986 (1,, DECK DETAIL SCALE: 1 /2" = 1'-O" ALCOVE DETAIL SCALE: 3/4" = 1' -0" T • R N E R R D — SCALE: 3" = 1' -0" ,mE FRYREGLET X N - ALE < r 5/8" TYPE STYLEMARK x'120058 S-IO W4LL Al2 PANEL MOLDING XDM -625 -625 MINIMI7P nIMFNPInN W/ RATED COLUMN SCHE ENGINEER FINISH AS SCHEDULED TO FINISHED CLG SHOEWALL PANEL - INSTALL CENTERED ON COLUMN. PROVIDE BLOCKING AS REQ'D .1. FINISH A5 SCHEDULED TO FNISHED CLCs - r -- �� -� 1O'G ANDDIZEDF INN IS Sc 7 ----- "\ _ J � NON RATED ENCLOSURE NON RATED ENCLOSURE S P R AT ON FIRE PROOFING r RUN FROM FLOO �� „ TO CEILING "X" G.W.B. CORNER TRIM SATIN O -,OI - 1 EQ EQ , "020 FINISH - TRIM 4° TO ' " AFF. 5/S" TYPE X Cs.WB• C OLUMNS - 3 1 -10UR5 UL2G3 DESIGN NO. X�9Pa G IRDERS - 2 HOURS UL2�o3 ❑ESIGN NO. D`�m2 B EAr1 - 2 HOURS UL2ro3 DES NO. D9@2 M Retail Engineering, Inc. TEL Emphasis On Excellence 750 Brooksedge Blvd. o 1 4 818 t 61 FAX: 614.818.2337 111 I/4" MI ON MASTIC J- M OLDIN -0 GS SATIN X020 H • N E z ZI= O� o • z CZ O 11 TrP- FOUR I 7P AND 1IRROR RA TED ENCLOSURE pill" CORNERS , , �� !'i• A.F.F. 1- , FURRING z l l l - f � - rll TYPICAL COLUMN ENCLOSURE TD BE TIGHT AS POSSIBLE TO COLUMN UNLESS OTHERWISE GALLED OUT ON SHEET 41.0. - "AFF J ✓ MINIMIZE DIMENSION wr►iwwwww,��� ■ i�■i�w1 � I / I I I i � 4 r1 2 1i i h �� �� � l APIIP ENCLOSUR TO DETAIL THIS SHEET 5/8" "X" GW. MOLDING TYP- FOUR FINISH 3 5IDE51 ENCLOSURE TD DETA 9 / 41 2 SHEET TIM BY GG BEHIND MIRROR CORNERS / / 000 } 10A4 412 CONER TRIM I WALL 845E AS SCHEDULED ¶o 412 1/4 MIRROR ON MASTIC WITH J- MOLDING AT TOP AND BOTTOM. REFER TO CONER TIM WALL BASE AS C � NOISNEWICJ EZIW1NI1-1 1 \ wr SEAL g!O R EG 4/413 � � , e' / TAME` M• MI LL q F YJASH , GTON _ - . 11/ �I 111011 I i� !� I / � i;' % /�� ; 1I : I/4 MIRROR I (TYP ! , I 0 - .01 1 �� // I • � / / / � �! PIP / �� � � COLUMN REFER 9/412 PAINTED TPE 1OE j 5/8" G.W.B. ON 2 I/2" MTL. FRAMING TIGHT TO COLUMN PAINTED P -1 FROM 10' -0 TD GLG EXISTING STUCTURAL COLUMN VERIFY SIZE IN FIELD 412 ' CO LUMN � I RE i THI CONER i j _ �' '' ��' U � •. � 1 ..�. � ` \ MINIMIZE DIMENSION _ DE IL RE P ROO FI NG 9B O —� -y MINIMIZE =I SCHEDULED DIMENSION ` w "�` ■ ' 1 "X" MINIMIZE DIMENSION � -A — '( REVISIONS ( �T COLUMN ELEVATION � b b 1 N A / _ ~ ��0 COLUMN ELEVATION .. 0: COLUMN ENCLOSURE D ETAIL SCALE:11 /2 =1-0" _ Oa �� _ —`rl T COLUMN ENCLOSURE DETAIL SCALE:11 /2 "= 1' -0 " •LUMN EN DETAIL L• URE SCALE: 1 1/2" =11-0" No. DESCRIPTION DATE 1. REVISED AS PER 04/09/8 • REFER TO DOOR AND SET SCHEDULES A1.0 1 1/2 ° -m I /2" LANDLORD AND CLIENT COMMENTS FIN. GLG. 2 I 3 ' -ID ° 412 NOTE: HARDWARE I `9 SHEET 2 3 2 „ 3 y -0 Mill ` IN FIELD. CORNERS. SALES ms s° 9 ' - 0 " OPEN A.F.F. BRUSHED 3' 0° s ° • � ' ° " s ° .1 STAINLESS STEEL TOP 5 /8" G.W.B. ON 3 5/8" MTL FRAMING PASSAGE Al RAIL a FINISHE❑ CEILING DATE: 12 -' \ ��� \ '' i � ' i `\ \ � '' i � ' i / / / Ai SCALE: AS NOTED I H /I v- z 1 ,,zn t 1 � 3" x 3/4" SOLID OAK FRAME 1 412 STAINLESS GENERAL CONTRACTOR 11 G ROSS AREA: 2,164 SQ. FT. PIN. CLG. SALES AREA: 1,272 SQ. FT. ~ i u � 41 r M ORTSED FIELD ONLY) STEEL DOOR TO CUT CASING MI ALL G 412 0 ` ON -�-.. �1N� ® �1�� PROJECT # : 0711105 5/S" 3 5/S" MTL G.WB. X FRAME d B , PASSAGE `� SALES AREA DRAWN BY: L.T. BRUSHED 1" X 4-1/8" POPLAR JAMB PREPARE 3/4" X 2" POPLAR PREPARE FOR W DOD DOOR FOR PAINT STAINLESS STEEL BOTTOM RAIL - 20 G�% �.�� ® �� WV ' 0 pR �1� . ���-° �' .� - �_ S' -m" AF-F- III:. OPEN DOOM i n , � La d Foot La cer HOLLOW CORE METAL DOOR T�r"I� A" HOLLOW GORE WOOD DOOR Doo T�1"I�E ' ' OOi� PREFIN RIFT SOLID CORE GLAZED DOOR CUT OAK DOOR PULL SIDE VARIES T IDE "G" METAL DOOM' I- A�ME DOOR TYPE '� �� PARTIAL ELEVATION i�� WOOD CASINGS PLANE SMOOTH PRIOR TO WOOD TRIM PAINT FITTING ROOM STOREFRONT ENTRANCE AT WOOD CASING PAINTING - 1/2" 2" 4 - I /S " II , • S) DOOR TYPES AND FRAMES SCALE: 3/8" = 1' -0" �; HEADER DETAIL -- SCALE: 3" = 1'0" — 6) DETAIL AT CASED OPENING SCALE: 3" = 1' -0" 5/8" Gila ON 1/2" 1/2 " P 10 • J T SOUTHCENTER MALL 304 SOUTHCENTER MAL 5/8" G1113. ON 3" 3' -0" 2 " 3" 1/2" "N.,/ 3 5/8" METAL FRAMING 2 H 3 5/8" METAL FRAMING - E 1/2 2 n FITTINCx ROOM Al2 TU KWI LA, A, 98188 SPACE #1560 STORE N O . 461 71 wry I 5/8" G.U. . ON 3 5 /8" X 20 GA. MTL FRAMING (TYPJ i---1 O �� Z 'JD' !u fl " I° I I I 1 FIN. GLCs. I!',ir +� FIN. GLG. � . iI } N m Zr - �� 4 - ---- - N s NON PASSAGE PASSA C E FITTING RO01 I 1100 ■_ , 1 -SALES `� -O APP. SHEET TITLE CO N STR U CTI O N DETAILS Al • 2 SHEET NO. Z■ 2" PASSAGE MORTISED FOR 3 5/8" X 5/8 G.W 20 GA. 20 MTL FRAMING (PIP.) 9' - A.F.F. FRE- . 14 r HINGES (DOOR ONLY) 5/8" G ON RECEIVED ,. III p -W.B. 3 5 /8" X 20 GA CITY OF T UKWIL4 W4LLCOYERING CORNER BEAD (BEYOND) WRAP DYERING PREFIN 1" X 4 -1 /S" POPLAR WOOD DOOR JAMB MTL FRAMING (TYP) APR 212005 PROVIDE ANCHORS THREE (3) PER JAMB CORNER BEAD R BE PREFIN. 3/4" X 3" PEES ilIT CENTER POPLAR WOOD TRIM PREFIN. 3" x 3/4" OAK FRAME DOOR JAMB (BEYOND) STIFFENER SCREWS AT 24" 0.C. G.WB. ( &1 DOOR HEAD SCALE: 3" = 1' -0" t 4� DOOR JAMB SCALE: 3" = 1' -0" _.,/ r3 HEADER DETAIL SCALE: 3" =1' -0" ' 2) HEADER DETAIL SCALE: 3" =1' -0" ( 1 ; DETAIL AT FITTING ROOM DOOR SCALE: 3" = 1' -0" TOILETROOM ACCESSORIES SCHEDULE TOILETROOM GENERAL NOTES fQ O 1 ILo CKER INC 1. GRAB BARS - BOBRICK B -6506 SATIN FINISH WITH CONCEALED MOUNTINGS IF NEW TOILET ROOM IS IDENTIFIED ON PLANS: 1 1/2 DIAMETER (TEL: 818 - 982 -9600) TOILET ROOM TO BE LOCATED N LOGICAL LOCATION TO LANDLORD'S WATER AND SEWER LINES. PLANS ASSUME CONDITIONS WHICH MAY BE INACCURATE. TEN G.C. TO FIELD VERIFY LOCATION OF EXISTING CONDITIONS AND NOTIFY TENANT P. IF CHANGES ARE NECESSARY. TEN. G"C. TO VERIFY LOGO ?ION AND ORIENTATION OF EXISTING TOILET ROOM(5) (IF ANY) AND UTILIZE WHEN POSSIBLE EXISTING IPLUI WALLS AND PLUMBING LINES TO MNff EXCESSIVE WORK AND NOTIFY TENANT REP. IF CHANGES ARE NECESSARY. PROVIDE AND WALL A (M) 30 MIL. (MIN.) WATERPROOF MEMBRANE. EXTENDED A MINIMUM OF 4" UP VERTICAL SU(2FAGE5 N TOILET ROOf OR AS REQUIREp >3Y LANDLORD. PROVIDE AND NSTALL A FLOOR DRAN IF NOT EXISTING. PROVIDE AND INSTALL MARLITE FIBERGLASS REINFORCED PANEL (FRP) WANSGOAT TO 4' -0" AFF. REFER TO SHEET A3.0 FOR FINISHES SEAL FULL AROUND ALL EDGES m ADJOINING MAT'LS WITH CLEAR SILICONE (WOOD BASE TO WALLS MIRROR TO WALLS, BENCH TO WALLS ETC) IF 'EXISTING TOUT ROOFi' IS IDENTIFIED ON PLANS: 2. TOILET TISSUE DISPENSER - BOBRICK B -2840 SURFACE MOUNT WITH SHELF (TEL: 818- 982 -9600) STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK NY 10120 3. MIRROR - BOBRCK B- 165 -2436 STAINLESS STEEL MIRROR 24" X 36" (TEL: 518- 982 -9600) 4. SOAP DISPENSER - TO BE PROVIDED BY STORE OPERATIONS AT THE TIME OF STORE OPENING. 5. SHELVES AND STANDARDS ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 -0420 (2) 12" DEEP 4' -0" WIDE 11/2" SHELF - PLASTIC LAMINATE (6) SIDES ON M.D.F. e 6' -0" A.F.F. ON (2) GARGY 604 STANDARDS WITH (4) GARCY 12" 686 BRACKETS IF TOILET ROOM I5 IDENTIFIED AS ' EXISTNG' ON PLANS, TEN. G.G. TO VERIFY ACTUAL EXISTING CONDITIONS AND REPORT TO TENANT REPRESENTATIVE AS TO CONDITION OF ALL FIXTURES AND ACCESSORIES. THE TENANT REP. WILL DETERMINE IF ANY NEW WORK 15 TO BE DONE IN EXISTING TOILET Roots. PLUMBING FIXTURES 6. FAUCET DELTA MODEL °2131 CLASSIC TWO HANDLE SPECIALTY FAUCET WITH THREADED SPOUT. ADA COMPLIANT. 4" CENTERS. SUPPLIED AND INSTALLED BY GC. GC 15 ALSO TO PROVIDE I SIX -FOOT LAUNDRY HOSE. USE ONLY WHEN MOP SINK 15 NOT EQUIP OR NO NEW TOILET ROOM 15 INDICATED. NOTE: ALL TOILET ROOM ACCESSORIES FINISHES TO BE 4 '4 STAINLESS UNLESS OTHERWISE IDENTIFIED. NOTE: ALL ACCESSIBLE TOILET ROOM ACCESSORIES MUST BE INSTALLED IN COMPLIANCE WITH ADA AND LOCAL CODES FOR MOUNTING HEIGHTS AND LOCATIONS. SEE NOTES THIS SHEET. NOTE: TENANT G.G. TO INSTALL NON-COMBUSTIBLE BLOCKING AS REQUIRED FOR ALL ACCESSORIES. R MECHANICAL SHEET(S)FOR EXTENT QF PLUMBNG WORK ALL NEW PLUMBING FIXTURES UNLESS OTHERWISE SPECIFIED ON PLANS ACCESSIBLE TOILET ROOM DETAILS PROVIDED FOR FNISH REQUIREMENTS ONLY. IN THE EVENT AN ACCESSIBLE TOILET ROOM 15 TO BE PROVIDED, REFERENCE "ADA TOILET ROOM REQUIREMENTS ", BELOW ADA 4.16 LAVATORY FAUCET RETROFIT NOTE WATER CLOSET: THE HEIGHT IS REQUIRED TO BE A MINIMUM OF 11 INCHES AND A MAXIMUM OF 19 INCHES MEASURE TO 7HE TOP OF Ti- E SEAT. FLUSH CONTROLS ARE TO BE OPERABLE BY AN O5CILLATNG HANDLE WITH A MAXIMUM OPERATING FORGE OR 3 LBF OR BY A REMOTE LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON 15 TO BE LOCATED SO IT IS OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT. HANDLE ON TOILET NOT TO EXCEED 44" AFF. THE REQUIREMENTS FOR TOILET COMPARTMENTS DEFEND ON THE SIZE of THE WATER CLOSET. SO IT IS IMPORTANT TO KNOW WHAT TYPE ONE IS USING WHEN DESIGNING THE TOILET ROOM. WATER CLOSETS MU57 BE A lb GALLON FLUSH FIXTURE. ADA 4_19 DELTA MODEL t213l CLASSIC TWO HANDLE SPECIALTY FAUCET WITH THREADED SPOUT. ADA COMPLIANT, 4" CENTERS. SUPPLIED AND INSTALLED BY G.C. G.C. IS ALSO TO PROVIDE (1) SIX -FOOT LAUNDRY HOSE. PROJECT CO—ORDINATOR: : 4,. : . ^ , . K . P A U L P A R T N E R S H I P €' TORONTO C A L G A R Y • V A N C O U V E R 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 1 888 855 5061 fax (905)337 -1986 TOP TRIM CAP CUT IN FIELD PARTITION -REFER TO - CUT NELPLAS PANEL IN FIELD TYP. SUPPLIED IN 96" LENGTHS EXTEND SCHEDULED WALL COVERING 6" BEYOND NELPLAS PANEL - TO 3' -6" A.F.F. MITER ALL CORNERS LAVATORY: PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON LA WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES WIDE WITH 8 INCHES MINIMUM DEPTH AT THE TOP. PROVIDE TOE CLEARANCE At LEAST 30 NG4E6 WIDE, TO 9 INCHES ABOVE THE FLOOR' AND 11 INCI -IES DEEP FROM THE FRONT OF THE LAVATORY. .. HEIGHT LIMITATIONS ARE SPECIFIED FROM THE TOP OF THE LAVATORY BY THE FEDERAL ARCHITECTURAL A•ID TRANSPORTATION BARRIERS COMPLIANCE BOARD (ATBC B) PROVIDE A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES IN FRONT OF THE LAVATORY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDERNEATH LAVATORY. NSULATE OR COVER 140T WATER AND DRAIN PIPES UNDER LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. FAUCET GONTRI.)LS AND OPERATING MECHANISMS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND GAN NOT REQUIRE GRASPI, PNGHMG DR TWSTING OF THE WI5T. THE FE REQUIED TO ACTIVATE COOLS 15 NOT TO EXCEED 5 L LEV- OPRATE, PUSH -TYPE, AND ELECTNICA CONTOLLED MCHAISMS ARE EXAMPLES OF A GGEPTALE DE51N5. SF- LONr VALVE5 AE AL LOWED IF T H F4UGET REMANS OEN FOR AT L AST 10 SECONDS. `DA OUTSIDE CORNER CUT IN FIEL• GUARD I INSIDE CUT IN �� CORNER GUARD FIELD ,-- I ` I PARTITION TYPES / EXTEND SCHEDULED WALL � GOINI :YOND NELLAS n PANEL - AFF q8 ENGINEER G fL INSTALL T 5 PANL AND GOB IAS PER MFG. CTIONS WALL BASE A5 5CHEULED INSTALLED OVER NELPLAS PANEL FINISHED FLOOR 4' -0" TYP. PANEL HT INSTALL NLPLAS S PANL AND COER GUARS PER MFG. INSTRUCTIONS I IJ 11 It GRAB BARS: LOCATE GRAB BAS ON EAH SIE, OR ONE SIE AND THE BACK OF THE WATER GL0ET. 33 INGNES AOVE AND PALLL TO THE FLOOR GB EiARS AT THE SIDE ARE Tp BE AT LEAST 42 INCHES THE FONT END P01TIOED 24 INCHS N f Ot OF THE WATER CL0T. GRAB BAS AT THE BACK GAN NOT BE LESS THAN 36 INCHE5 LOG. TWE DfAMETER oR WIDTH OF TE GRIPPNG SUACE IS REQUIRED TO BE I I/4 TO I I/2 INGNES, OR THE SHAPE IS TO PROVIDE AN EQUIVALENT GRIPPINCs SU ACE. IF GR4S BARS ARE MOUNTED AJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAS BAR 15 TO BE 1 1/2 INCHES. GRAB BARS SHALL NOT ROTATE AND SHALL WIT( - (STAND 250 LBS/FT BENDING, SHEAR AND TENSION. GRAB BARS AND ANY SURFACE ADJACE TO THE CAN NOT HAVE ANY SHARP OR ABRASIVE ELEMENTS. EDGES ARE TD HAVE A MNIMUM OR US INCH. G ADA 419 ■ IN1E WAINSCOT CONER TIM GAP GUARD OUTSIE CONER GUARD WALL BASE AS SCHULED INSTALLED OVER NELPLAS PANEL Emphasis On Excellence M- Retail Engineering, Inc. 750 BrOOkSed e Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 . lilt NELPLAS 04" T HK NELPLAS 04" 11-1K K ACRYLIC PANEL NELPLAS 04" THK ACRYLIC PANEL EXTEND WALL ACRYLIC PANEL C.c7V'G 6" B EYOND ACCESSORIES WHERE SANITARY NAPKI WASTE RECEPTACLES AND SIMILA D ISPENSNG AND DISPOSAL FIXTURES ARE PRI7YIDED. AT LEAS ONE OF EACH TYPE 15 TO BE LOCATED WITH ALL OPERA[3LE= PARTS, NCLUDING CON SLOTS, WITHIN 40 INCHES FROM THE FLOOR MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES FROM THE FLOOR ACCESS. TOILET ROOMS SHALL WAvE TOILET PAPER ACCESS. TOILET ROOM STALLS SHALL HAVE TOE DISPENSERS MID. AS SHOWN. HT. SHALL BE I' -9• CLEARANCE AT THE FRONT PARTITION 4 AT LEAST APP., DISPENSERS SHALL NOT PROJECT BEYOND THE ONE SIDE PARTITIONS OF 9" APP. IF SUCH SPACE FRONT OF THE WATER CLOSET. DISPENSERS THAT 15 NOT PROVIDED, LENGTH 4 WIDTH OF STALL CONTROL DELIVERY OR DO NOT PERMIT CONTINUOUS SHALL BE INCREASED BY 9 °NEACH DIRECTION SHALL NOT BE USED ALL DOOR ARE TO SWING OUT ADA 4.30 NELPLAS P ANEL - TO 3' 4," A.F.F. SEAL 2910 i , r JAMES i . Ait11LL STATE 0 y /' S INGT N r i f - 9D ` J FLOW CORNER GUARD 9D ' ' CORNER GUARD NOT TO SCALE i 9C ' TRIM CAP NOT TO SCALE 1 9B � SECTION O N SCALE:1 /2 " =1' -0" ( 9A ' ELEVATION SCALE � 9 N E L P LAS /KYD EX PANEL DETAILS SCALE: AS NOTED SIGNS: TOILET ROOM DOORS SHALL BE CLEARLY LABELED BY A UNISEX SYMBOL, SECURELY FASTENED. 1' -6" 3' -6" 1' -6" 3' -0" 6" / 3 - 0 " LAVATORY f SHELVES AND SURFACE MTD STANDARDS \ 4' -0" PAINTED GUJB REFER TO FINISH PLAN 1 J HEX NUT 4 FLAT WASHER MTG. PLATE T LINE OF 51-IELF ABOVE REVISIONS - I:.)r i NO. DESCRIPTION 12 G. X 3" X 3 FL. ANCHOR PLATE 11/2" 1 1 /z' f / / - - - - VISED REVISED AS PER 04 04/09/8 / ADA GRAS BARS SEE nFTdII Tul. ALIP u u D Lu K w Q 7 ] u.i T ❑ LANDLORD AND I 1/2" DIA. G RAB BAR I 3' -0" ii 1 a IS GRAB BAR . / / / 1 5 ' -b" ■ CLEAR RADIUS CLIENT COMMENTS 3' -4" / ` J 12" 3,-6,1 I 42" GRAB BAR 36" GRAB BAR 8 err / r � . 6" MAX. F- O r ` ; '- lb'OOSNIVf11 „O-,i7 1 1 Q Ix j ALUM. HANDRAIL RETURNED TO CORNERS TO SMOOTH e 4' -0" O.C. m' ` x a y 0 \ COVER PLATE \ / 413 Y / } X Q -= - MOUNTING PLATE „ 11/2 DIA. \ \ � 1 � � z — 'NIW HEZ - I 1162 r = 'T' x �; „ WENDS -3 5/8 20 GA. MTL- . WALL ALL STUD CONT. ATTACHED TO REST BE GROUND 's-- 1 'NIW iiLZ \ �J n, - T,P. DISP � \ / _ _ , J d n, _ BRACKET MAX t-� L _ — \} WATER CLOSET DATE: 12/17/07 = WALL REFER AO E 3 5/8" 20 GA. MTL. SCALE: AS NOTED STUD e 16" O.C. WALL BRACKET 5/8" GYP- W. 1 I KNEE SPACE DASHED AREA INSULATED PIPE WRAP 6' -9" / I � 6° MAX TOE ' Is" Is" FINISH PLAN ` 4' -0" MIN. GROSS AREA: 2,164 SQ. FT. / \ SALES AREA: 1,272 SQ. FT. n PROVIDE 12 "DIA X 1/4" r / 6' -9" BRAILLE UNISEX SIGNAGE & ADJ. TO TOILET ROOM DOOR , I MOUNTED 5' -0" A.F.F. MINIMUM /� ( - I' -6" PROJECT # : 0711105 DRAWN BY: L.T. TOILETROOM GRAB BAR DETAILS SCALE: 3 " -1' -0" I TOILET ROOM ELEVATIONS SCALE: 1/2 " =1' -O" I' TOILET ROOM PLAN SCALE: 1/2 " =1' -O" La Foot Locker SEE CONT. "J" MOLD ELEV. / 1 % 1/4" PLATE MIRROR W! POLISHED EDGES ,, FIN. CLG _ FIN CL OR 36 "X80" MIRROR � � EQ. E Q. Al2 ����� �` Q CO s / / — 4 „ 1_ " 3 PJ ,_ �� 1 5 ��a �; 9� \.. • ' �� ` � � �� .F ,10 �� S ACCESSIBLE '-8' I-1. } 1 O R ' 1 1 �� 3' W. X 6 -S H. MIRROR (REFER TO DETAIL 4 /AI.3) WOOD BENCH (REFER TO DETAIL) RECEIVED CITY 0'F TLI�CWILA APR 1 2008 PERMIT CENTER I I / "J" HOOK PANEL AS RED I AL SEE 1 1 ; 1 MOLD TO HAVE A BRUSHED CLEAR FINISH SEAL ALL OPEN EDGES W/ CLEAR SILICONE CONT, "J" MOLD f F ROOM \ \ - 7 INSTALL PREFINISHED WOOD BENCH TOP -SEAL ALL OPEN EDGES W/ CLEAR SILICONE DOOR (REFER TO DETAIL I/A1.2) _ - BENCH BENCH WALL BASE P .. • T SOUTHCENTER MALL 304 SOUTHCENTER MAL 2' -0" ... A S SCHEDULED �� HOOK PANEL DETAIL TO « CONTINUOUS WOOD CLEAT ' � \ ELEVATION 1 I - I ELEVATION 2 O AI \ ' ' . - ELEV. Q w 413 / / 5' -0" CLEAR PATH SECTION @ MIRRO SCALE: 6 " =1' -O" TU K V V I LA Y A 98188 SPACE #1560 STORE NO. 4 6 1 7 1 + + + . • WALL COVERING OVER r� FIN. CLG _ - FIN. GLG $ ft HOOK PANEL Q EQ � . \/ 1/2" PLWOOD ON 3 5/" MTL FAMING 2 ''" WALL COVERING � A5 SCHEDULED I8 "X80" MIOR ACCSSILE FR ONLY DOOR AND JAMBS REFER TO DOOR SCHEDULE ■ OPEN - / 1-0" 1-0° 4" \ AI3 , • AS r N N ` .' �,' , � `,\ � � ��� - ■m= \ 'n '� \ \ SHEET TITLE CONSTRUCTION DETAILS SHEET NO. Al .3 SUPPORTS, BLOCKING, PLYWOOD ARE TO BE SUPPLIED BY TEN. G.G. ct HOOK PA NEL 6l 9 9 9 J _ -_ © 32" PANTED MDF. 5" 3 /4 "thk PA 1' -ll" / . x x PANEL SEMI GLOSS PAINTED FRONT @_, O 1 AND ALL EDGES CHARCOAL GREY I - ~ C CHROME 100K OSF # 993- BRUSHED CHROME NOOKS D BENCH ` ` NOTE: MOUNT +400K PANEL t0 WALL WITH PROVIDED HARDW WHO ARE INDICATED ON PLANS. SCOW PANEL FIRMLY TO WALL STUDS, WHO ONLY GNE ti J WALL BASE f - f ELEVATION 3 AS SCHEDULED ELEVATION 4 w 5' -0" AI3 ,` I� WALL STUD CAN SE LOCATED, 154.11 >=1 f Ia -LY TOILE BOLTS SHALL BE WED. SEAL ALL EPG W/CL1=4R SILICONE FITTING ROOM BENCH SCALE: 1 1/2 " =1' -0" ® FITTING RM. HOOK PANEL SCALE: 1 1/2 " =1' -O" Q FI TTING ROOM ELEVATIONS SCALE: 1/4 " =,' O" ( f I FITTING ROOM PLAN SCALE: 1/2 " =1' -O' SUSPENDED CEILING NOTES METAL STUDS BRACE CHART TABLES NOTE; Fool LOCKER INC. (ALL HANGERS TO BE #S GALV. WIRE AT 2' -0" O.G. IF CEILING SYSTEMS ARE NOT CONNECTED TO PARTITIONS) A. PROVIDE LATERAL SUPPORT WITH N0.12 GA. WIRES SPLAYED IN 4 DIRECTIONS, 90 DEGREES APART. CONNECT AT MAIN RUNNER WITH 2 -0" OF CROSSRUNNER AND TO STRUCTURE ABOVE AT ANGLE NOT TO EXCEED 45 DEGREES FROM PLANE OF CEILING. THESE LATERAL SUPPORTS TO BE 12' -0" D.G. WITH POINT 4' -0" FROM EACH WALL. B. ALLOWANCE TO BE PROVIDED FOR LATERAL MOVEMENT OF SYSTEM. MAIN AND CROSS RUNNERS MAY BE ATTACHED TO ADJACENT WALLS WITI -I CLEARANCE BETWEEN WALL AND RUNNER AT REMAINING 2 WALLS. LIGHT FIXTURES RECESSED NOT OVER OVER 56 L155. AND PENDENT NOT OVER 20 LBS_ MAY BE POSITIVELY ATTACHED TO CEILING SYSTEM RUNNERS WITH SCREWS OR BOLTS. AIR DIFFUSERS NOT OVER 20 LBS. MAY BE POSITIVELY ATTACHED TO CEILING SYSTEM RUNNERS WITH SCREWS OR BOLTS. AIR DIFFUSERS NOT OVER 30 LBS. RECEIVING NO EXTRA LOAD FROM DUCTWORK MAY BE POSITIVELY ATTACHEp TD CEILING WITH SCREWS OR BOLTS. G. LIGHTING FIXTURES: FURNISH AND INSTALL COMPLETE WITH LAMPS BALLASTS AND REQUIRED MOUNTING HARDWARE. PRIOR TO ORDERING FIXTURES, VERIFY MOUNTING METHODS AND FINISHES. ALL FLOURE5CENT FIXTURES MOUNTED IN "T” BAR CEILINGS TO BE INDEPENDENTLY SUSPENDED WITH 2 10 STEEL WIRES DIAGONALLY- INSTALLATIONS IN FIRE -RATED AREAS TO BE DONE ACCORDING TO CODE REQUIREMENTS. D. CONTRACTOR TO PROVIDE COMPRESSION STRUT AT 12' -0" O.C. 1. ALL METAL STUDS TO BE CEMCO LC.B.D. #5403 -P 3 5 /S" x 25 GA. AT 16" O.G. THROUGHOUT STORE AND 3 5/5" X 25 GAUGE AT 16" o.c. AT STOREFRONT UNLESS NOTED OTHERWISE. ALLOWABLE UNBRACED HEIGHT AS PER CHART BELOW. METAL STUD SIZE MAXIMUM UNBRACED HEIGHT TABLE NO. 1 MINIMUM SIZE OF THE BRACING MEMBER FOR CEILING MAXIMUM SPACING OF THE BRACE WALL HEIGHT 6' -0" 8' -0" E TIE TWO ADJACENT WALL TO CEILING MAIN AND CROSS RUNNERS MIN. N <r UP TO 10' 12 GA WIRE 12 GA WERE STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 3 5/S x z5 GA. 113 3 5/5 X 20 GA. 14 3 5/8" X 16 GA. 18' -0" 6" X 25 GA. 16' -0" 6" X 20 GA. 21' -0" 6" X 16 GA. 25' -ID" 2. ALL CONNECTION AND FASTENERS TO BE AS PER DETAILS. ALL MANUFACTURERS AND LC.B_D. "° TO BE STRICTLY ADHERED TO BY G.G. UNLESS APPROVAL FOR EQUAL SUBSTITUTION 15 RECEIVED FROM THE BUILDING DEPARTMENT. 3. ALL GYP. WALL BOARD TO BE 5 /5" TYPE "X" THROUGHOUT. ATTACH w/ 1" TYPE 5 DRYWALL SCREWS 12" O.G. VERTICALLY AT STUDS AND S" O.G AROUND PERIMETER. 12' 10 GA WIRE 10 GA WIRE* 14' 10 GA WIRE 25 GA STUD r J - o 0 0 16' 10 GA WIRE 25 GA STUD * USE WITH 20 GA HEAD RUNNER TABLE NO. 2 90° 90° 0 ..0— si O O ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 -0420 _ 11_ P NISN CEFLINC NT. a " �� 5/8 TYPE X G CEILING - ALLOWABLE 5PAGING FOR 1" LONG FASTENERS, INCHES PARTITfON HEIGHT (FT.) TRACK NO. IS GAUGE NO. 20 GAUGE . 22 AU NO GAUGE . AU 24 NO. GAUGE NO . LOAD NORMAL TO WALL SURFACE (psi) O O 5 10 15 5 10 15 5 10 15 5 10 15 5 10 15 5 il� 6 42 42 42 42 42 42 42 42 33 42 31 24 42 23 15 O 0 ; , 3 /S" S 42 42 34 42 42 31 42 31 25 42 21 15 34 11 11 3/8 „ MIN. OR 10 42 41 21 42 3S 25 42 30 20 42 22 14 21 13 9 „ CLEAR CROSS RUNNER MAIN RUNNER 12 42 34 22 42 31 21 42 25 l6 31 1S 12 23 11 15 / / 12' -0" O.G. \ 4'-0" MX.--- 14 42 29 19 42 21 1S 42 21 14 31 15 10 19 95 6.5 PROJECT CO-ORDINATOR: 16 42 25 11 42 23 15 31 18 12 21 13 9 11 S.5 5.5 ELEVATION FLAN • K : 4 = ' A U L P A R T N E R S H I P T O R O N T O • C A L G A R Y • V A N C O U V E R 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 1 -888- 855 -5061 fax (905)337 -1986 (8 SUSPENSION PLAN AND ELEVATION SCALE: N.T.S. 3 5/8" x 25 ELECTRICAL METALLIC TUBING (EMT) ONLY* HANGERS: HANGERS FOR SUSPENDED CEILINGS SHALL BE NOT LESS THAN THE SIZES SET FORTH IN TABLE No. 41 -A, FASTENED TO OR EMBEDDED IN THE STRUCTURAL FRAMING, MASONRY, OR CONCRETE. HANGERS SHALL BE SADDLE TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. LOWER END OF FLAT HANGERS SHALL BE BOLTED WITH 3/S" BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN FART OF THE HANGER. GA. w/ SIZE (DIAMETER) L (MAX. HEIGHT) 1/2" 4' -0" 3/4" 5' -2" 1" 6' -6" 1 1/4" 8' -6" 1 1/2" 9' -l0" 2" 12' -0° * NOTE: STRUTS OTHER THAN EMT, MAY (1) 3/16" 3 /S" END. ATTACH w/ #S SCREWS (2) #S AT EACH FAR AT EACH TO TRACK AT 24" O.G. 3 5/8" t ENGINEER T _ NOTE: ' M•Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 ALL 2' x 2' CEILING LIGHT FIXTURES AND 2' x 2' HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MINIMUM OF TWO (2) HANGERS AT OPPOSITE REFER TO MINIMUM UNBRACED STUD HEIGHTS IN NOTES THIS SHEET REQUIRE ENGINEERING CALCULATIONS. r — vi CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. y EXISTING STRUGTU- CONTINUOUS 18 GA. DEEP w EMT TIGHT TO STRUC U + 3 5/8" DIAGONAL BRACING UNLESS OTHERWISE 2 - #10 SCREWS EA. DIAGONAL x 25 GA. METAL AT NOTED FRAMING NOTES SIZE, TO STRUCTURE (SEE REVIEWS COMPLIANCE APPROVED JAN Il�It'� 4' -0" AND GAUGE, DETAIL) ABOVE_ SEE MAX. H TURE HT EIG SCHEDULE BELOW. LEG TRACK #8 SCREWS EACH SIDE OF STUD (TYP.) 3 5/S" METAL STUDS SEAL 45' A 12 GA VERT. HANGER WIRE AT S" FROM TOP PER MANUFACTURER'S TURN CEILING GRID LEVEL SETTING ) N ? II- V RECOMMENDATION AT 16" O.G. PARALLEL �� STRUCTURE PRIOR TO TUBE_ DRILL 5/32" HOLE AND INSTALL 1/8" BOLT AND LOCKING NUT. l LAY -IN CLG PER ICk30 #513 �,;5 �� R� / �� � ' �� , JAMES M. HAMILL STATE 0 WASH NGTON 0 7 ‘...q., �� 1L I j � INSTALL BOLT TO SECURE ONE TU OTH S TUBE TO THE OTHER TUBES SHALL LAP ONE ANOTHER AT LEAST 45° � ___v 5 ■ 4 _ f �� � EXISTING STRUCTURE MET4L STUD REFER TD 3 5/8" X 20 GA. W/ 1 PLANS FOR AND SPACING SECURE ABOVE SLOT END OF TUBE TO FIT OVER MAIN RUNNER (4) SPLAY WIRES, SPLAYED 90° FROM (1) 3/16" 2 PAP. AT EACH END, ATTACH TO TRACK w/ #S SCREWS AT 24" O.C. REVISIONS NO. DESCRIPTION DATE 4" IN FULLY EXTENDED POSITION. AND :1111111011110 EACH OTHER CEILING PLANE -N7\ CONTINUOUS 18 GA DEEP LEG TRACK #S SCREWS 1 MAIN RUNNER 7/5" CHANNEL FURRING AT 16" D.G. GROSS TEE Nj/ 1 /2" CLEAR SECURE TO FRAMING w/ MIN. 8 GA. 3 5 /8" MTL. STUDS EACH SIDE OF STUD (TYP.) CEILING SUSPENSION LAY -IN CEILING NOTE_ PROVIDE 2" LONG HORIZONTAL LEG 6 NOTE: NOTE; SYSTEM J FINISH CLG. ET k •R AT 16" O.C. � p 1 BRIDGING AT S" FROM TOP PER MANUFACTURER'S RECOMMENDATION CODE PERIMETER WALLS FOR SUSPENDED CEILING CONSTRUCTION COMPRESSION STRUT REQUIRED AT CEILING AND 3/4" GAP AT END TILES AND SUPPORT SUPPLIED AND EACH SEISMIC RESTRAINT AT INSTALLED BY LANDLORD. G.G. 12' -0" O.C. EACH WAY, OR EVERY TO MAKE MODIFICATIONS 144 S.F. OF CEILING AREA PER C.W.P. CEILING PERPEND ICUL,4R 1 TO STfRLGTURE LAY - IN OR G .W.B. V CEILING " 2 4 200B Of �fU ►jld DIVISION AS REQUIRED FOR NEW U.B.C. STANDARDS 47 -18. L4Y— IN GEL INCAS PARTITIONS. I.G.B.O. NO. ER -2244 DATE: 12/17/07 SCALE: AS NOTED GROSS AREA: 2,164 SQ. FT. 0 SUSPENSION DETAILS SCALE: N.T.S. (0) CONNECTION DETAIL SCALE: 3" = 1' -0° BRACING DETAIL SCALE: 3" =1 -0" SALES AREA: 1,272 SQ. FT. EXISTING DECK EXISTING DECK PROJECT # : 0711105 DRAWN BY: L.T. La F oot Locker V A I I SECURE TO STRUCTURE ABOVE (SEE DETAIL) 3 FINISH AS PER PLANS AND SECTIONS METAL STUD FRAMING 41.4 51M. BOTTOM OF LAY-IN OR GWS. CEILING 45 SHOWN ON PLANS A1 STRUCTURE �� BRACE TO STRUCTURE (IF NOT EXISTING) SEE CHARTS ON THIS SHEET REFER TO NOTES AND PLANS FOR SIZE, GAUGE, AND SPACING #S SCREWS EA. SIDE OF STUD TO TRACK (TYP_) 3 5/S" OR 6" (SEE PLANS) CEMCO 25 GA. TRACK (TYF.) UNLESS NOTED OTHERWISE B.D. *ER 1115 CONCRETE SLAB EXISTING DEMISING WALL (SEE DETAIL) LUMEN FINISH CLG. , ir 5 /8" SUSPENDED G.W.B. OR LAY -IN CEILING -...-------- G.W.B. ON 3 5 /5" METAL SCUDS AT 16" x 25 GA. o_c. —�- FIN. CLG. - n j J BRIDGING AS PER MANUFACTURER'S REQUIRED PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KWI LA, WA, 98188 SPACE #1560 STORE NO, 4 6171 RECOMMENDATION 5/S" G.W.B. ON �� S' -0" AFF. Ii G.W.S. CEILING METAL STUD FRAMING A5 REQUIRED 5/8" TYPE "X" Gala B ON 5/5" i 3 5/S" x 25 GA. METAL STUS AT 1" D.G, UL x,1_465 DUCT PENETRATIONS REQUIRE FIRE DAMPERS FLOOR FINISH 4 AI rF��! S 411111 EXISTING DEMISING WALL 5/8 TYPE X GIB. ON 3 5 /5" x 20 GA. METAL STUDS 16" 0.0 #11 -465 �rP CONCRETE AT SLUL AB !-r•' , - = i ' ; ; , ;Ir JAN 0 g 2'1 /8 -ONE HOUR RATED ° L q ° ° d ° ° ° 4 ° 4 q ° .111 DIA. HILTI POWDER d 4 ° ACTUATED FASTENER w/ FIRE CORRIDOR SHEET TITLE SEISM DETAILS SHEET NO. Al I C .4 - 4 ° ° 4 3/4' EMBEDMENT AT 24" O.C. ICBO #ER 2358 FIRE-STOP ALL PENETRATIONS 3 AL CONCRETE SLAB c 4 a . a4 �.+ i Vir e . C L_t_ ig:1 ( g 4 CONNECTION DETAIL SCALE: 3" = 1'_0" Q FLOOR TRACK DETAIL SCALE: 3" = 1' -O" 0 SECTION @ 1 HR RATED CORRIDOR SCALE: 3/4" = 1' -0" DEMISING WALL SECTION SCALE: 3/4" = 1' -0" 1 11 1 1 1 1 1 1 � _...„___ c II Jr7-II ock ____ Ci ul ..,_ \\ / , , I I , \ \ , \ / \ _a] EQ. EQ. 0 C -i CD CD GRAPHIC GLASS \ CD Iadyf00 ;' t kero60G0 \ CD l ad.yf ootic,rker. c- -U c L . t / I v _- 1 1 r-7 I/4" 4' -10 1/4" 172 5/8" 8' -4 1/4" 2 5 /81!, 5' -5 1/2" V2" TEMPERED GLASS BUTT JOINT- ALL EDGES GROUND 4 POLISHED HOLD MIN I/8" SPACING BETWEEN GLASS PANELS MITERED COINER AT GLAZING BASE (BEYOND) 1/8" MIN. PLAN DETAIL AT GLAZING LINE OF CEILING TRANSITION (ABOVE) 16 GA. MIN. BRAKE METAL WRAP W/ NO EXPOSED SILICONE OR FASTENERS 1/2" NON -COMB. PLYWOOD OVER 6" X20 GA METAL FRAMING. 1/2" TEMPERED GLASS BUTT JOINT - ALL EDGES GROUND 4 POLISHED 1 /5" MIN - 1/4" MAX. SPACING BETWEEN GLASS PANELS GLAZING BASE (BEYOND) DETAIL AT ROLLING GRILLE OPENING 5/8" TYPE "X" GWB ON METAL FRAMING EXISTING STRUCTURAL COLUMN DETAIL AT NEUTRAL PIER SCALE: 3" = 1' -0" SCALE: 1 1/2" = 1 -0" SCALE: 1 1/2" = 1 -0" MALL NEUTRAL PIER EXISTING DEMISING WALL REFER TO PARTITION TYPES 3/4" NON -COMB. PLYWOOD ON METAL FRAMING 16 GA. MIN. BRAKE METAL WRAP W/ NO EXPOSED SILICONE OR FASTENERS (3) - 3 5/8" X 18 GA. BEARING STUDS FOR METAL JOIST ABOVE - 5EE SHEET A2.1 SCALE: 1 1/2" = 1' -O" CL - 9 11' -6" A.F.F. EQ EQ EQ 2' - 0" X 2' - 0" FLUSH MOUNTED FIRE RATED METAL ACCESS PANEL W/ CONCEALED I- IINGE5 FOR STOREFRONT SIGNAGE AND GRILLE ACCESS. LOCATION TO BE VERIFIED BY G.G. LP -4 3' -0 m cv CL -2 11' -0" APP. 3' -0" EQ EQ EQ 0 W 0 SCALE: 1/2" = 1' -0" STOREFRONT ELEVATION NEW MALL NEUTRAL PIER 1/2" TEMP. GLA55 W/1/8" MAX GAPS 1/4' - m 1/4" (2) EQUAL PIECES OF I' -0 1/4' 6' -0" FINISHED OPENING 20' -I LEASE DIMENSION 11_, 1 1/4" ■ LINE OF SIGNAGE (ABOVE) (SEE SHEET A2.1 FOR DETAILS) 1/2" TEMP. GLASS W/ 1/8" MAX GAP t- 7f, LINE OF POST ENCLOSURE (BEYOND) POST ENCLOSURE FINISH: I— r EQ 2' -0" 2 EQ PCS. OF GLASS 11 2' -0" 2' -0" 20' -1" LEASE LINE DIMENSION STOREFRONT SIGNAGE ILLUMNINATED INDIVIDUAL REVERSE LIT CHANNEL LETTERS. SEE SIGN MFG. DRAWINGS FOR DETAILS FER TO DETAIL II /A2.1 2' -0" 2' -0" 2' -0" 2' -0" 2 EQ PC5. OF GLASS EQ. 3/4" ALUMINUM REVEAL CONTINUOUS PREFINISHED WOOD PANELS WITH SOLID OAK EDGE AT TOP AND BOTTOM. ENTRY DOOR TOP AND BOTTOM RAIL, TYP. LINE OF MALL COLUMN (BEYOND) 1/2" TEMPERED GLASS (TYP.) POST ENCLOSURE FINISH: BRUSHED STAINLESS STEEL DOOR PULLS, MOUNTED 11" AFF., TYP. C REVERSE IMAGE VINYL GRAPHIC (REFER TO DETAIL 131,42.1) BRAKE METAL WRAP FINISH: ( S 6" GLAZING SYSTEM BASE FINISH:.�� SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1' -0" STOREFRONT / SIGNAGE NOTES: I. INSTALL PREFINISHED MAPLE WOOD PANELS WITH CONTINUOUS SOLID OAK EDGE AT TOP AND BOTTOM INSTALL PER FIXTURE MFG. INSTFZJCTIONS. 5 FRO 0 B RO BY .L0 - r 4 - IOR ON5 - TIO 2. SIGNAGE MANUFACTURER TO SUPPLY AND INSTALL ILLUMINATED INDIVIDUAL REVERSE ANNEL LIT LETTER SIGN. REFER SIGN MFG DRAWINGS FOR DETAILS. 3. SIGNAGE MANUFACTURER TO SUPPLY REVERSE IMAGE VINYL GRAPHIC TO INSIDE OF STOREFRONT GLAZING - INSTALL WHERE INDICATED ON FLANS - SEE SIGN MFG DRAWINGS FOR DETAILS. 4. SUPPLY AND INSTALL BRAKE METAL WHERE INDICATED ON PLANS. ALL BRAKE METAL TO BE 16 GA. MIN. FINISH TO BE (LMT -I). NO EXPOSED FASTENERS ARE ALLOWED, SEAL BOTTOM EDGES W /CLEAR SILICONE. TOP EDGES TO BE IN5TALLED W/TIGHT EDGE TO CEILING. NO CUT EDGES. SU6MIT SHOP DRAWINGS AND METAL SAMPLES TO TENANT PROJECT MANAGER FOR APPROVAL PRIOR TO FABRICATION. ALL BRAKE METAL HORIZONTALS AND VERTICALS ARE TO SE SEAMLESS TO 2'. IF 12' GOODS ARE NOT AVAILABLE, GC 15 TO CONTACT FOOT LOCKER CONSTRUC PROJECT MANAGER PRIOR TO PROJECT START. 5. SUPPLY AND INSTALL 3/4" X 3/4" MIN. 16 G4. INDICATED ON PLANS WITH NO VISIBLE FASTENS 6. SUPPLY AND INSTALL GLAZING CLIPS 'tsC2R BY AMERICAN PRODUCTS INC. FINISH: SATIN CLEAR *1101 FOR USE WITH GLAZING 12' -0" OR HIGHER OR AS REQUIRED PER LOCAL 8. GUFF EM , DI •5E, CHANNEL AND HEADER INSTALL PER MFG. INSTRUCTIONS. - FINISH TO MATCH (FMT -I) MODEL NUMBERS TO BE DETERMINED. SUPPLY AND INSTALL NON - COMBUSTIBLE BLOCKING A5 REQUIRED. 9. REFEIR TO FINISH SCHEDULE SHEET A3.0 FOR COMPLETE STOREFRONT FINISHES. 10. GC TO SUPPLY AND INSTALL 3M SCOTCHGUARD MOO (CLEAR) ON EXTERIOR SHOPPING CENTER GLASS STOREFRONTS. RECEIVED CITY OF TUKVVILA APR 212008 PERMIT CENTER FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 -0420 PROJECT CO- ORDINATOR: 1 -888- 855 -5061 P A U L P A R T N E R S H I P TORONTO • CALGARY • V A N C O U V E R 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 fax (905)337 -1986 ENGINEER Emphasis On Excellence NI-Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 SEAL NO. 1 REVISIONS DESCRIPTION REVISED AS PER LANDLORD AND CLIENT COMMENTS DATE 04/09/8 DATE: SCALE: GROSS AREA: SALES AREA: PROJECT # DRAWN BY: 12/17/07 AS NOTED 2,164 SQ. FT. 1,272 SQ. FT. 0711105 L.T. Lady Foot Locker SOUTHCENTER MALL 304 SOUTHCENTER MAL T TU KWI LA, Y A 98 SPACE #1560 STORE No. 46171 SHEET TITLE STOREFRONT PLANS & ELEVATION SHEET NO. A2 . o L115 OF MALI_ CEILING 7v4" 2 6" 18" METAL / / / FOOT LOCKER INC. J = PREFINISHED WOOD may PANELS WITH SOLID OAK EDGE AT TOP 4 BOTTOM. 5 /S" TYPE "X" GWB INSTALLED TO METAL FRAMING. / / / , Ea EQ 1' BLOCKING AS REQUIRED STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 — �� � ► Ir - MALL BULKHEAD M REUYEALM 3/4" x 3/4" - JOISTS W/ 3 548" x 20 GA. S AT TO T TO TRACKS P AND BOTTOM 5/8" TYPE "X" GWB N 6TALLE TO METAL FRAMING. PREFINISHED WOOD PANELS WITH SOLID OAK EDGE AT TOP 8 BOTTOM. - I SOLID OAK EDGE ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 -0420 1" X 1" BLACK METAL CHANNEL ATTACHED TO BLOCKING POST ENCLOSURE (BEYOND) 5/8" GOB. PAINTED (LP -4) 1 PREFINISHED WOOD PANELS WITH SOLID OAK EDGE AT TOP BOTTOM. 5/8 TYPE "X" GWB INSTALLED TO METAL FRAMING. 1 - CLEAR SILICONE SMOOTH FINISH 1/2" THK CLEAR TEMP. GLASS I NON-COMB NON B SOLID OAK EDGE — BLOCKING PAINTED SOFFIT LP -4 8 GLAZING HEADER DETAIL SCALE: 6 " =1' -0" SOLID OAK EDGE 1" X 1" BLACK METAL CHANNEL ATTACHED TO BLOCKING i 3 1 /S" PROJECT CO— ORDINATOR: K , : P A U L P A R T N E R S H I P TORONTO r CALGARY • VANCOUVER cam§''• -.Nt- 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L67 7Y8 1- 888 - 855 -5061 fax (905)337 -1986 5/8" GYP. CLG. PAINTED (LP -4) CLEAR SILICONE CAULK FOR SMOOTH FINISH 1/2" THKCLEAR 0 GLAZING HEAD DETAIL , , SCALE: 6" 1 -0 STOREFRONT DETAIL @ BULKHEAD SCALE: 6" = 11-0" STOREFRONT DETAIL @ OPENING SCALE: 6" = 1' -0" LEASE LINE L� 1/4" 2" 1/2" TEMPERED SAFETY GLASS GLAZING VINYL (GRAY) ENGINEER GLAZING 1" 1" 1/4" SETTING BLOCK - — Emphasis On Fxrellence M.Retail Engineering, Inc. Wes Westerville, Ohio Blvd. 43081 TEL: 614.818.2323 r FAX: 614.818.2337 &" GLAZING BASE fr. EXTEND MALL FLOORING TO MEET SILL SASE ALUM. ANCHOR A O i CHANNEL q \ RAMSET TO FLOOR SALES AREA FLOORING 0 N/A SCALE: - l 9 J ��� /// N/A SCALE: - SEAL ■ - l AM, M. HAMILL ST '1', , WASH! GTO ,- :% 1 4 4 0 4 o EXISTING GONG. SLAB; v ° STOREFRONT SIGN NOTES TENANT SIGN CONTRACTOR TO SUPPLY AND INSTALL INDIVIDUAL ILLUMINATED REVERSE CHANNEL LIT LETTERS - WITH METAL RETURNS SIGN CONTRACTOR TO CHECK ELECTRICAL CIRCUIT PROVIDED FOR EACH TENANT' SIGN. SIGN CONTRACTOR TO SUBMIT (2) SETS OF SIGN DESIGN AND SHOP DRAWINGS FOR APPROVAL BY TENANT. 1 4 GLAZING BASE DETAIL 1 SCALE: 6" - ' -0" 0 N/A SCALE: - e SIGN CONTRACTOR TO SUBMIT (4) SETS OF SIGN SWOP DRAWINGS TO LANDLORD, BUT ONLY AFTER APPROVAL BY TENANT. SIGN CONTRACTOR SHALL OBTAIN A SIGN PERMIT FROM THE LOCAL GOVERNING AUTHORITY PRIOR TO INSTALLATION, SIGN CONTRACTOR MUST HAVE INSURANCE ON FILE WITH MALL TENANT COORDINATOR AT TIME OF CHECK -IN \ 'X' Q 15' -0" AFF. ,.\\6 \ 1�, A REVISIONS 5/8 "TYPE G.WB. TO DECK, ABOVE (FIRESTOPPED AT ALL PENETRATIONS (WHERE NOT EXISTING) NO. DESCRIPTION DATE 1. REVISED AS PER 04/09/8 15 -8 " 15' -o" AFF. \ , • 5/S TYPE G.W.B. TO DECK X ABOVE (FIRE6TOPPED AT ALL PENET RATIONS P LANDLORD AND CLIENT COMMENTS � U/5 MALL BULKHEAD U/5 N4 BULKHEAD � ^ � i • I 0 6 ■ 3/4" ALUMINUM REVEAL % 6 3 5/8 X 20GA DIAGONAL BRACING 46" O.G. TO STRUCTURE ABOVE. 3 5/8" X 20 G. MTL FRAMING *) 3/4" ALUMINUM REVEAL I - 0 © 0 j 0 j • r 0 + i A2.1 C: 0 A2.1 % PREf=1NISHED / N O N -COMB. 0 0 B 16" O.G. TO STRUCTURE ABOVE STOREFRONT SIGN Mil= SEE SIGN MFG. DRAWINGS FOR DETAILS WOOD PANELS j WITH SOLID P EDGE oM a • A T BANNER TRACK SYSTEM RE=FER TO SHEET A6 m 411) STOREFRONT SIGN INSTALLATION NOTES NOT TO SCALE: A 12' -0" AFF % , i ; D ATE: 12 17 07 / / 12' - 0" AFF PREFINISHED WOOD PANELS WITH SOLID TOP 5 OAK EDGE 42J , FIN. GLG $ 11' -6 AFF. F IN. CLG 11' -0" A.F.F. / 1� i ► j SCAL AS NOTED FIN. CLG a BOTTOM. 421 5 11' -0" A.FF. i 1 lq GROSS AREA: 2,164 SQ. FT. U/5 TENANT SOFFIT � U/5 TENANT SOFFIT 1 2' -6 3/4" \ LP -4 INTERIOR SIGN NOTES SALES AREA: 1,272 SQ. FT. LP -4 BACKSIDE AND UNDERSIDE 5/8" TYPE "X" G.W.B. ON BACKSIDE OF SOFFIT REFER TENANT SIGN CONTRACTOR TO SUPPLY AND INSTALL PIN MOUNTED BLUE SINTRA LETTERS WHERE INDICATED ON PLANS. SIGN CONTRACTOR TO SUBMIT (2) SETS OF SIGN DESIGN AND SHOP DRAWINGS FOR APPROVAL BY TENANT. SIGN CONTRACTOR TO SUBMIT (4) SETS OF SIGN SHOP DRAWINGS TO LANDLORD, BUT ONLY AFTER APPROVAL BY TENANT. SIGN CONTRACTOR SHALL OBTAIN A SIGN PERMIT FROM THE LOCAL GOVERNING AUTHORITY PRIOR TO INSTALLATION, SIGN CONTRACTOR MUST HAVE INSURANCE ON FILE WIN MALL TENANT COORDINATOR AT TIME OF CHECK- IN. PROJECT # : 0711105 2 - 6" X 18" GA. METAL JOISTS WITH 3 5/8" X 20 GA. TRACKS AT TOP AND BOTTOM TO INTERIOR ELEVATIONS LP OF SOFFIT 5/8" G.W.B. ON 3 5/8" X 20 GA. METAL 3 5/8 X 20 GA. METAL FRAMING DRAWN BY: L.T. FRAMING RECESSED LIGHT FIXTURE -4 UNDERSIDE OF SOFFIT REFER TO SHEET A6.0 TRACK Lady F oot LIGI -ITING REFER TO SHEET 46.0 PATCH FITTING, FINISH: BRUSHED STAINLESS STEEL MAL_ 3'-�" l'-11/4" 5' -8" 1 TENANT SALTS AREA .-� , - i a h© 4LL TENANT SAL -5 AREA � ® F 6 � ' :. �® p .t.,„ ® ®� 0, PP 1/2" TEMPERED GLASS 2 a o I 1/2" TEMPERED GLASS o I I — \ COLUMN ENCLOSURE t?‘ r ? F\ ioWt y CC VS -. DOOR COLUMN ENCLOSURE Q BACKWRAP SIGN INSTALLATION NOTES NOT TO SCALE: D� LEASE LINE BRUSHED STAINLESS • •J T SOUTHCENTER MALL 3O 1 MAL LEASE LINE . (BEYOND), FINISH: 430 1015° VINYL GRAPHIC INSTALLATION NOTES TENANT SIGN CONTRACTOR TO SUPPLY AND INSTALL WHITE= VINYL REVERSE IMAGE GRAPHIC ON TENANT SIDE OF GLASS WHERE INDICATED ON STOREFRONT ELEVATION. SIGN CONTRACTOR TO SUBMIT (2) SETS OF SIGN DESIGN AND SHOP DRAWINGS FOR APPROVAL BY TENANT. SIGN CONTRACTOR TO SUBMIT (4) SETS OF SIGN SHOP DRAWINGS TO LANDLORD, BUT ONLY AFTER APPROVAL BY TENANT SIGN CONTRACTOR SHALL OBTAIN A SIGN PERMIT FROM THE LOCAL GOVERNING AUTHORITY PRIOR TO INSTALLATION, SIGN CONTRACTOR MUST HAVE INSURANCE ON FILE WITH MALL TENANT COORDINATOR AT TIME OF CHEC . GRAPHICS APPLIED DIRECTLY TO THE STOREFRONT GLASS MUST HAVE MATCHINT LETTERS AND FEATURES ON BOTH SIDES OF GLASS TO CREATE A FINISHED LOOK WHEN VIEWED FROM EITHER SIDE. STEEL DOOR PULLS Iadyfootpp® TU KWI LA, A, 98188 SPACE #1560 STORE NO. 46171 NOTES: ROLLING GRILLE TO REMAIN IN AN OPEN AND SECURE POSITION DURING STORE HOURS. TENANT GRILLE CONTRACTOR TO SUPPLY 4 INSTALL METAL ANGLE BRACING FOR ROLLING GRILLE ROLLING GRILLE TO BE SELF SUPPORTING ATTACHMENT TO MALL STRUCTURE FOR LATERAL SUPPORT ONLY. REFER TO STOREFRONT/ 51GNAGE NOTES SHEET A2.0 FOR ADD'L INFORMATION 6" GLAZING BASE A2.1 6" GLAZING BASE SHEET TITLE STOREFRONT AND SIGN DETAILS A2.1 SHEET NO. / / FINISHED FLOOR 'I I FINISHED FLOOR 1 -5 `\ y r RECEIVED CITY OF TUKWI� n m uil ulinnu innm nnnmm�nummm�unummmnumunuunninuinuninmm�nnnlnni , M Z008 MALL FLOORING TENANT FLOORING APR 21 MALL FLOORING x STORE FLOORING PROVIDE SMOOTH CONTINUOUS TRANSITION BETWEEN TENANT FLOORING AND MALL FLOORING FLASH PATCH AS REQUIRED. INSTALL MALL FLOORING PROVIDE SMOOTH CONTINUOUS PERMIT CENTER TO CLOSURE LINE TRANSITION BETWEEN TENANT FLOORING AND MALL FLOORING FLASH PATCH AS REQUIRED. EC:{WV@ s ER a @ p a --- Th j : co L,N - CI) VINYL GRAPHIC INSTALLATION NOTES NOT TO SCALE: U SECTION AT GLAZING SCALE: 3/4" 1' -0" O AT ENTRANCE SCALE: 3/4 " =1' -0" m 1' -10" 2' -0" 2' -0" L 13' -5 1/2" 2'- 2' -0" 2' -0" STOREFRONT SIGNAGE ILLUMNINATED INDIVIDUAL CHANNEL LETTERS. SEE SIGN MFG. DRALUINGS FOR DETAILS REFER TO DETAIL II /A2,1 2 2 ' -0" 2' -0" Foot ladyfootl[ elver C0111 20' -6" 5 EQ. PCS. OF GLASS Ea t 3' -0" 2' -0" Ea 2' -0' 2' -0" 2 ' -0" 2' -0" Locker 2' -0" 2' -0" 13' -5 1/2" 2' -0" 2' -0" 1 1/4" 2' -0" 2' -0" 2' -0" 2' -0" 2'-0" 2'-0" 13' -5 1/2" 2' -0" 2' -0" LWC -2 4' -0 1/2" Ea 2' -0" 2' -0" m 3/4" 3' -0" 12' -0 1/4" LEASE LINE DIMENSION 3/4" ALUMINUM REVEAL CONTINUOUS PREFIN151 -1ED WOOD PANELS WITH SOLID OAK EDGE AT TOP AND BOTTOM. 6" BASE FINISH: EQ 2' - 0" BRAKE METAL WRAP, TYP. FINISI - I: 2' -0" 2' -0" 13' -5 1/2" 2' -0" DUB ft- DO STOREFRONT / SIGNAGE NOTES: 1. INSTALL PREFINISHED MAPLE WOOD PANELS WITH CONTINUOUS SOLID OAK EDGE AT TOP AND BOTTOM INSTALL PER FIXTURE MFG. INSTRUCTIONS. FR 0 B RO 0 2. SIGNAGE MANUFACTURER TO SUPPLY AND INSTALL ILLUMINATED INDIVIDUAL REVERSE HANNEL LIT LETTER SIGN, REFER SIGN MFG DRAWINGS FOR DETAILS. 3. SIGNAGE MANUFACTURER TO SUPPLY REVERSE IMAGE VINYL GRAPHIC TO INSIDE OF STOREFRONT GLAZING - INSTALL WHERE INDICATED ON PLANS - SEE SIGN MFG DRAWINGS FOR DETAILS. 4. SUPPLY AND INSTALL BRAKE METAL WHERE INDICATED ON FLANS. ALL BRAKE METAL TO BE 16 GA. MIN, FINISH To BE (LMT -I). NO EXPOSED FASTENERS ARE ALLOWED, SEAL BOTTOM EDGES LU/CLEAR SILICONE. TOP EDGES TO BE INSTALLED WiTIG-1T EDGE TO CEILING. NO CUT EDGES. SUBMIT SHOP DRAWINGS AND METAL SAMPLES TO TENANT PROJECT MANAGER FOR APPROVAL PRIOR TO FABRICATION. ALL BRAKE METAL HORIZONTALS AND VERTICALS ARE TO BE SEAMLESS TO 12'. IF 12' GOODS ARE NOT AVAILABLE, GC IS TO CONTACT FOOT LOCKER CONSTRUC4 . PROJECT MANAGER PRIOR TO PROJECT START. 5. SUPPLY AND INSTALL 3/4" X 3/4" MIN. 16 GA. INDICATED ON PLANS WITH NO VISIBLE FASTENS OR NS TIO b. SUPPLY AND INSTALL GLAZING CLIPS , GC2R BY AMERICAN PRODUCTS INC. FINISH: SATIN CLEAR 1101 FOR USE WITH GLAZING 12' -0" OR HIGHER OR AS REQUIRED PER LOCAL 8. SUPPL + 1"' •1 L - NG Y -a ING EM DI = •SE, • WE • E 'H' CHANNEL AND HEADER INSTALL PER MFG. INSTRUCTIONS, - FINISH TO MATCH (FMT -U MODEL NUMBERS TO BE DETERMINED. SUPPLY AND INSTALL NON - COMBUSTIBLE BLOCKING AS REQUIRED, 9. REFER TO FINISH SCHEDULE SHEET A3.0 FOR COMPLETE STOREFRONT FINISHES. 10. GC TO SUPPLY AND INSTALL 3M SCOTCHGUARD MO0 (CLEAR) ON EXTERIOR SHOPPING CENTER GLASS STOREFRONTS. RECEIVED CITY OF TUKWILA APR 212008 PERMIT CENTER STOREFRONT SIDE ELEVATION SCALE: 1/2" = 1' -0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 -0420 PROJECT CO- ORDINATOR: 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 1- 888 - 855 -5061 P A U L P A R T N E R S H I P T O R O N T O • CALGARY • V A N C O U V E R fax (905)337 -1986 ENGINEER Emphasis On Excellence M- Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 SEAL NO. 1 REVISIONS DESCRIPTION REVISED AS PER LANDLORD AND CLIENT COMMENTS DATE 04/09/8 DATE: SCALE: GROSS AREA: SALES AREA: PROJECT # : DRAWN BY: 12/17/07 AS NOTED 2,164 SQ. FT. 1,272 SQ. FT. 0711105 L.T. Lady Foot Locker P J T SOUTHCENTER MALL 304 SOUTHCENTER MAL TU KWI LA, Y A, 98188 SPACE #1560 STORE No. 46171 F OOT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714-0420 PASSAGE CONTINUE MF -1 TO STOCK SIDE OF DOORWAY. NO W LWG -1, LAC-1 _ .� WIDE TRANSITION DEVICES ARE PERMITTED BETWEEN g LYB_1 LT -1 T ROOM MALL TILE AND TENANT FLOORING. WHEN EXTENDING MALL TILE TO F CT A.C.T. W LP -4 CH 11' -0" AFF. B LV5-1 TENANT BASE TILES MUST BE FULL TILE. IF TILE IS CUT CF PREFINISHED PROJECT CO- ORDINATOR: ti j l �� P A U L P A R T N E R S H I P rt � _ : :, F: i ce ` TORONTO • CALGARY • VANCOUVER • - -. :.F 2660 Sherwood Heights Dr, Suite 200, Oakville, Ontario, L6J 7Y8 1 888 - 855 - 5061 fax (905)337 - 1986 F LT -1 CT GWB IT MUST BE REMOVED AND •oy 42 /47 REPLACED WITH FULL TILE. CH S' -@" AFF. � CF LP -4 ���� i �4 L -FRP TO 4' - @" _ ( LAG-1 i4,4�y�4o � ■ - y4zov J ���� J � J J J � J � / % 3 • _� °��/ � J J J J J J J SERVICE 43 • ex =1 = I1 � //.U4// �/ Y1fp 3 �i L/y ��` DOOR SIGNAGE 2 CONTINUE LT -1 43.0 E, SUPPLIED % INSTALLED BY LANDLORD, A3_0 BY 51GNAGE TO STOCK SIDE OF DOORWAY Or \ I 1 ` - - =w- A3_0 / CONTRACTOR AS PER REQUIREMENTS —Ton" � _ _ _ ����� � L � _ 1 I i�� I r LANDLORD � a ' / ENGINEER r� — I -- e � LP -3 - i___ ` - LP -2 : . LVB -1 _ L vB 1 r iJ 4343 ~ CNTRE I I © L __ ;i j Emphasis On Excellence M Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 (---3-- '� � L GROUT LINE OF LT -I IN 44 @ CP © Alk 11 •$$111" � i � li STOREFRONT OPENING ON 1 CLOSURE LINE AND WORK � pII���G� LVB -1 A4.@ A4.0 I OUTWARDS. REFER TO 5/43.0 FOR DETAILS. �r OPENING 420 LVB -1 FITTING ROOM A4-.@ W LWC -1 1 EXTEND MALL FLOORING SEAL .g90 JAM S M. HAMILL S A.1 ;'F r NA , ING ON 4.-1 /._ r - -- / J ' B LVB -I CO 1 1 II 1 TO DOOR CLOSURE LINE F LT -1 - .. 1 1 CT A_C.T. �, LVB -1 CH I1' -m" A.FF. i gh GP PREFINISHED 1 I I LVB I(LP -2 A 3@ � 1 I J 3 _ J l A3.@ - STOCK ROOM SALES AREA W LP -1 W LP -1, LP -2 B LV5 -1 B LvE3 -1 REVISIONS F POLISHED SLAB F LT -1 CT OPEN CT ACT NO. DESCRIPTION DATE C1 DECK CI--I 11 -6 A.F.F. 1. REVISED AS PER 04/09/8 GE N/A CF PREFINISHED. LANDLORD AND CLIENT COMMENTS coD ‘ APR i� 7r I�*. ow 5 9 973 F 6...... D b Ga 0141--------5A DATE: 12/17/07 SCALE: AS NOTED GROSS AREA: 2,164 SQ. FT. SALES AREA: 1,272 SQ. FT. FINISH PLAN SCALE: 1/4" = 11--0" PROJECT # : 0711105 NOTE: G.G. TO CREATE SMOOTH, FLUSH TRANSITION BETWEEN TENANT AND METAL TRANSITION STRIP FINISH NOTES SEE ELEVATIONS (SHEET A4.0J LADY FOOTLOCKER FINISH SCHEDULE FOR SALES AREA FINISHES DRAWN BY: L.T. 1. ALL PARTITIONS AND SURFACES TO BE PAINTED UNLESS OTHERWISE NOTED. 2. ALL DOORS AND FRAMES TO BE PAINTED ARE TO MATCH COLOR OF WALL TO ROOM UNLESS OTHERWISE NOTED± DOOR FROM PASSAGE TO NON -SALES PAINT AS INDICATED ON DOOR SCHEDULE 3. ALL FINISHES TO BE APPROVED BY OWNER PRIOR TO INSTALLATION 4. ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR FINISHES SHALL BE SMOOTH AND FLUSH. UP WALLS A MINIMUM OF 4 5. PROVIDE A WATERPROOF MEMBRANE AT TOILET ROOM UNDER SPECIFIED TILE FLOORING THE MEMBRANE SHOULD CONTINUE ROLL-OUT AND MUST BE ROLL OUT TYPE (NOBLESEAL OR EQUAL). 6. PROVIDE A RAISED HANDICAP ACCESSIBLE THRESHOLD AT TOILET ROOM DOOR FOR WATER RETAINAGE. 1. PAINT TRIM 4 DO FOR FITTING ROOM 4 PASSAGE: LP -5 CALLOUT MANUFACTURER DESCRIPTION COMMENTS FURNISHED BY INSTALLED B`r LINE OF NON -SALES WALL BEYOND METAL TRANSITION STRIP PAINT L dY Foot Locker : � • •. ... WALL FINISH G.G. TO GLUE VINYL BASE TO PTO. GWB. LVB -1 LP-i DEVOE /GLIDDEW ICI ICI 1452 ETHEREL - 111 / EGGSHELL (LIGHT BLUE) SALES AREA .G TENANT G. TENANT G.G. SGHLUTER SGHIENE -A SALES AREA TILE 5 /8" W GS DEVOE /GLIDDEWIGI ICI 1509 SOPHISTICATED BLUE - 69 /EGGSHELL (MEDIUM BLUE) SALES AREA TENANT G-C. TENANT G.G. CONCRETE SLAB MALL FLOORING. :723 DEVOE /GLIDDEN/ICI ICI 1495 BLUE ANGELS - 69 / EGGSHELL (DARK BLUE) SALES AREA (SALES /STOCK WALL) TENANT G.C. TENANT G.G. SCHLUTER RENO -Y CERAMIC TILE CONCRETE SLAB C -4 ) DEVOE /GLIDDEWICI ICI 2012 SWISS COFFEE/EGGSHELL MP*501'Y 83/51 SOFFIT, TOILET ROOM TENANT G.C. TENANT GC. OVER ! -� DEVOE /GLIDDENACI ICI 1491 INTERCOASTAL GRAY / SEMI GLOSS M1=50BB 16/031 DOOR AND TRIM, BASE TENANT G.C. TENANT G.G. M TA STUDS E L D DEVOE /GLIDDEN/ICI ICI 1614 DEEP ONYX/EGGSHELL (BLACK) MP 00NN 01/000 GRILLE OPENING TENANT G.c. TENANT C c. 9 4 A ° ' , p v ° ° ° ° ° ° ° v ° a .a p ° ° � V 4 ° ° ° ` 9 a gyp_ r WHITE PRIMER STOCKROOM TENANT ac. TENANT GC. . CAL ASS E ^ � • ° m ° ' , • . . .9 ' . • ° . • °° • TILE MALL TILE c 1/2" TK. (MIN.) TEMPERED GLASS BUTT - JOINED WITH 1/8" GAPS STOREFRONT GLASS TENANT G.C. TENANT C. FLASH PATCH AS FROSTED TEMPERED GLASS BUTT- JOINED WITH 1/8" GAP UPPER STOREFRONT GLASS ONLY WHEN RUIRED. REFER TO NOTES SHEET A2.0 REQUIRED. TENANT G.C. G-C. G.c. TENANT .C. RECZ'D CONCRETE SLAB TILE ALL FINISH 1 �� AalliZ ELF ill- + ��. �.rr• �� - DAU ■N G- � ■ . Ail■ ■ �...�. ��i�:r=t ITT �r Oi- ��� T T � l. N _ - _ C - P C• T J SOUTHCENTER MALL 304 SOUTHCENTER 1 MAL 40 WOLF GORDON 0 5p-086 - SCUFFMASTER TO MATCH COLOUR OF MAPLE PANELS SERVICE DOOR ALCOVE TENANT GC. TENANT C.C. � Now- -Iw M4 C H A Y L MAV ' "BUFFED SATIN j' � �"■ � � � . Gc. MALL TILE TO TILE SS,CALEO„ TILE TO CONCRETE SCALE: AO - BASE DETAIL 3CAI FINISH KEY MARLITE LIGHT GREY FRP -P151 FIBERGLASS REINFORCED PANEL GLASS "A" RATED TENANT G.C. TENANT G.C. TOTAL PLASTICS, INC. NELPLAS 52160, COLOR: STONE (MEDIUM GREY) 48" X 56" X .04" ACRYLIC PANEL TOTAL PLASTICS, INC -.JIM JACKSON (800) 382 -4635 PURCHASE MATERIALS, ADHESIVES ETC. FROM TOTAL PLASTICS, INC. INSTALL PER MFG. INSTRUCTIONS TENANT G TENANT G.C. I /S" NOMINAL 1/8" (ZOOM NAME TUKWILA, Y A 98188 SPACE #1560 STORE NO. 4 6 1 7 1 FLOORING - / j SCHLUTER IC CERAMIC TILE REFER !C FINIS( -1 SCHEDULE) A UJ WALL FINISH PORTOBELLO TICIANO GRIGIO BY PORTOBELLO 18 X IS BOUT To MATCH LATICRE CIS STEr?LI1�C SILVER VINYL COMPOSITION TILE 51904 STERLING IMPERIAL TEXTURE STANDARD EXCELONI2" X 2 X 1 /8" CONTACT: DAMIEN HOLDER AT ASSOCIATED 212 -633 -0250 NON -SALES AREAS ONLY TENANT TENANT G.c. TENANT GC. G. TENANT Gc. B B ASEBO4RD _ LINE OF TOILET ROOM WALL BEYOND ARMSTRONG F FLOOR FINISH AZROCK VINYL COMPOSITION TILE v5 -249 DAISY SOLIDS (YELLOW) DEMARKATING EMER EGRESS IN STOCK RM TENANT G.G. TENANT G C. CT GEILINC� TYPE ■ z 0 z E0- -, 1 "X4" WOOD BASE PANTED LP -5 SALES AREA BASE (WHEN SPECIFIED) TENANT G.C. TENANT G.G. METAL TRANSITION STRI RENO - CH CE I L INCs HE I HT JOHNSONITE 4" VINYL PARTITION BASE 1 /8 "TH. #63 "BURNT UMBER" SALES AND NON -SALES PARTITION BASE TENANT G -G- TENANT G.G. cF CE f L INCA FINISH SHEET FINISH SHEET NO. TITLE �N • 0 PER MALL CRITERIA MATCH MALL FLOORING IN COLOR, TEXTURE AND PATTERN coNTACT MALL REP. FOR SPECIFICATION AND AVAILABILITY, INSTALL TO CLOSURE LINE TENANT Cx.G TENANT C>_G. CONCRETE VCT i FINISH MISCELLANEOUS r Fr Lam_, MILLWORK MFG. PREFINISHED STAINED WOOD MAPLE FINISH (CONTACT : VA DESIGN JOIN BROWN 908 - 15 -3000 STOREFRONT 51GNBAND TENANT TENANT GC. SUB-FLOOR PREPARATION , • • , a 4, 4 . , • . o . • . <° . • • . . . a • ' ° RECEIVED CITY OF TUKWILA APR 21 2008 PERMIT CENTER C ONCRETE SLAB vCT REQUIRED MOISTURE TESTS MUST BE PERFORMED ON ALL CONCRETE SUB - FLOORS REGARDLESS OF GRADE LEVEL OR WHETHER OR NOT TI-1E CONCRETE IS FRESHLY POURED OR 15 CLASSIFIED AS AN OLDER SLAB- MOISTURE TESTING SHOULD BE GROUT (REFER TO FINISH SCHEDULE) r PERFORMED BY ASTM F 1869 CALCIUM CHLORIDE TEST WITH MOISTURE LEVELS NOT TO EXCEED FIVE (5) POUNDS PER TWENTY -FOUR (24) HOURS PER ONE THOUSAND (1000) SQUARE FEET OR ASTM F 2110 IN SITE RELATIVE HUMIDITY TEST WITH READINGS WITH MOISTURE LEVELS WHEN MEASURED BY THIS METHOD, NOT EXCEED SEVENTY FIVE (15) PERCENT. A WRITTEN MOISTURE TEST REPORT IS TO BE SUBMITTED TO THE FOOT LOCKER PROJECT MANAGER WITHIN (5) DAYS THE TEST GROUT DETAIL 6 TILE TO CONCRETE SCALE: 3" = 1 11 Is ADMINISTERED - . . . \ \ 1 FOOT LOCKER I NC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 - PR FINI51 -4ED UJQOD PANELS ARCHITECT. JAMES M. HANIILL, A.I.A. 580 DECKER DRIVE, SUITE 170 I RVI N G, TEXAS 75062 PHONE: 972 714 -0420 12 �. � LP-4 � � SOF FINGL e T ` / / � 7 i� / / / 5� TNANT ' � -- � � i i l I Q TYP. ,• 1 I � !_EASE LINE 1 1/2" TEMPERED / GLASS PROJECT CO- ORDINATOR: y 'P A U L P A R T N E R 5 H I P --- -�?' --- TORONTO • CALGARY • VANCOUVER 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 1- 888 - 855 -5061 fax(9O5)337 -1986 �\ , r r r r r - r , ./ ` LVB -1 ENGINEER 4�) INTERIOR ELEVATION SCALE: 1/4 = 1' -0" . Emphasis On Excellence M• Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 tJfr1. " SEAL - JAMS T ,T • �: 1NASHI GTON: f __ \\ / II , 4J'.F. _ ,� N. CLG EXIT SIGN MOUNTED RETURN RETURN U/5 TI =NAN T SOI�IT h h I I:uD 1 / / / / / / // / / . - ., T R I I ON IUALL, CENT RED ABOVE OPENINCx 4 t �� Q U/5 TENANT GR4PI -41C REFE(2� \TO .2 � E}(►T / f ' " l P• 4 � .� 1 \®/ = / \/ OMEN / \ \ 1• GASED OPENING I REVISIONS NO. DESCRIPTION DATE © 1. REVISED AS PER 04/09/8 LANDLORD AND C : CLIENT COMMENTS . - LVS 1 \— \ - 1D' -m" BAGKUJRAP 5UOUND 4J 4J . — 1 \ ® P ppROV ' I l j1ir . 9R A Th r h r r). vv ‚- (JL) ... LVS 1 3 i 2 A52 452 DATE: 12/17/07 SCALE: AS NOTED GROSS AREA: 2,164 SQ. FT. SALES AREA: 1,272 SQ. FT. INTERIOR ELEVATION SCALE: 1/4" = 1' -0" (9 INTERIOR ELEVATION SCALE: 1/4" = 1' -0" PROJECT # : 0711105 ELEVATION KEY NOTES DRAWN BY: L.T. 1 Q IN -WALL CONTINUOUS BL OC KING FOR PERIMETER WALL S REFER TO FIXTURE DETAILS Q C45ED OPENING REFER TO CONSTRUCTION DETAILS Q PERIMETER WALL SYSTEM REFER TO FIXTURE DETAILS YINYL CsRAPNICS REFER TO SI&NAGE DETAILS Q BRAKE METAL ENCLOSURE REFER TO STOREFRONT DETAILS L Foot Lock ,_ PREI= 1N154 > =D ' OOD PANELS j / /�/ ��, �i.�'�/i.� I F IN �II P: • J T SOUTHCENTER MALL 304 SOUTHCENTER 1 MAL U/5 TENANT SOFFIT LI"1F Q „ ' Q YP- 1 - - : � t - - • i l' : ; # ; . ; UP : � C 1 -1 TUKWILA, Y A, 98188 SPACE #1560 LEA5E LINE t 1 STORE N0. "T� 1/2" GLA55 1 TEMPERED 1 • , , ., ,. , . .. 12 SHEET TITLE INTERIOR E 1 EVATI O N SHEET NO. S ■ ��_ RECEIVED cITY O F T UKWILA APR 212000 PERM T CENTER o INTERIOR ELEVATION SCALE: 1/4" = 1' -0" _ • FOOT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAM I LL, A.I.A. 580 DECKER DRIVE, SUITE 170 I RVI N G, TEXAS 75062 PHONE: (972) 714 -0420 PROJECT CO- ORDINATOR: ft ArA elegiftrAF 11 Affrazgas K= P A U L P A R T N E R S H I P .ti3 y f TORONTO • CALGARY • VANCOUVER 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 1- 888 - 855 -5061 fax 905 337 -1986 4' X 1 �' N - `� = �41Yy I7 PANELS 4 13 ' � -��� �� / 2'X12' a � IAr A ~f - SHO I z -m OC. 341-0" �7 S S � _ e �-', i r (NI 1 1 1,' -- -5_ 4' X 12' �/ " " , f / / i / X- Cr\ 4' X 12' N / X / \ 1 1 \ / 8 2 2D 14 1 r — 5 ' ►SALE 08- ( - -�. 08 � 1 \ I 1 '�PE ALE ��• WF -3 •' 1 — — , AS.1 R 2 I/ 11 II � .I ■ - ��� ♦q 1 -__� \ Y. 12' 4' X 12' 4' X 12' 1 Mi - \ UC�66 / �� /F 1 :- I �::i ( � I .�:' • ,a N � / _ 1- ; U e \ — U1F -3� =S AL 1..1 X 12' 4' X 12' 4X 12' 12 l �g� �8� - ENGINEER 5 I 2'X12' I w I 12 2 ' X 12' 2 _ � ���+ ! ( , J : ) / LLm05 e� s II 11 X D 2C 4' 4' 4'X12' 4'X12' i 4'X12' 4'X12' 4'X12' 12 � 'e Emphasis On Excellence ..Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 A5.1 4'X12' I �� T II II \ U.F1066 / - ` f .- 3 /4FEi`1 U1F06� LE UJF a II wF�� 3' -4" _ ' rw st, �' 1/ I II 1 LE - II _ 2 - O U ,� o m 0 a 3 /AFE1 TALE 1 15 MIN 2 4 C11 Ca E E X X Ca E X m Ca E X m In E X m ea E X m CCI E X m In E x m m X m m X m m X m E all X m E co X m al E X ria E X m co E X m cia E X m 3 _q �„ WF 3 /4FE1"IALE I CV X - X a• 4" M IN. _ I — _ \ s II @@ � � X 1 I / r r \—\ 1 cc„ ( / / \ 1 W �\ F ,��` ► _ EO : C °MP CODE O VE APR 7 A 70 0 0 IDING 0 Si 1, v SEAL . 2910 �1 ,_ `; ``R . '- JAMES M• HAMIL O @ X X 4 :1- X b- @ X b- 6l X <t 6l X b- 6 X <r @ X 4 X 6 X -I- B X - 6� X - -6 X 4 `� X b- Q X -71- b X <t b X -1- b X -cr 6`Z X X b- 4 I N Z1 it 1 -- I N X _ N X 7,4_ @ - J (r) © fiti \ / - - A5.2 A5 2 A.I % A5.1 I UP- /4F) =r1AL X X � ' TYP 1 / .1- b- X _ � � (� 2'X12' 4' X 12' 4 X 12' • ' X 2' 4' X 12' 4' X 12' b 4' X 12' 4' X 12' P S S . S S 51 S S S ' S S S S S S S alMlbal•lbalnip ; figuiw O I 6 PANE 5 9 2' - 0.C. � = 12'- " SWOEWALL ci oe REVISIONS NO. DESCRIPTION DATE 1. REVISED AS PER 04/09/8 LANDLORD AND CLIENT COMMENTS DATE: 12/17/07 SCALE: AS NOTED GROSS AREA: 2,164 SQ. FT. SALES AREA: 1,272 SQ. FT. FIXTURE PLAN SCALE: 1/4" = 1' -o" PROJECT # : 0711105 STORE INFORMATION EQUIPMENT SCHEDULE FIXTURE SCHEDULE DRAWN BY: L.T. CODE DESCRIPTION REMARKS 1 WALL FIXTURE SYSTEM TO MANUFACTURER'S INSTALLATION GUIDE SQUARE FOOTAGE CALCULATIONS 2 STOCK 51-1ELVING UNIT 4 ROLLING LADDERS FURN BY TENANT INST. BY G.C. Lady Foot Locker FIXTURE SYMBOL CODE QTY. FIXTURE NAME FIXTURE SYMBOL CODE QTY. FIXTURE NAME 5Q. FT, SQ. FT. RATIO CEILING HEIGHT 3 HANG ROD UNIT B ROLLING LADDERS FURN BY TENANT INST. BY G.G. o5 WF001 - PERIMETER SQUARE POST W=215 1 LEASE LINE SIGN HOLDER 4 i TANAGER DESK UNIT FURN BY TENANT SEE ELECTRICAL SHEETS os WF01oL - SILVER PERFORATED PANEL WF216 1 BANNER HOLDER SALES AREA: 1,212 S9fo 11 -&" FITTING RM FIXTURES BENCH TOP HOCKS STOREFRONT FOOT LOCKER SIGN FURN BY TENANT INST. BY G.C. FURN BY TENANT SEE SHEET A2.0 �' M WFOm1 3 PERIMETER SQUARE POST WF215 -C - LEASE LINE SIGN HOLDER ul/ CASTERS STOCK AREA: 165 35% N/4 6 WFID11 2 IRROR PARTITION PANEL WF216 -C - BANNER HOLDER ul/ CASTERS 11P001MC 55 P' R IMETER STANDARD POST MENU - SANDAL FIXTURE (NOT SHOWN ON PLANS) (NOT FOR NEW STORES) SUPPORT AREA: 127 6% VARIES FITTING M MIRROR FURN SY GC_ INST. BY G.C. 5 oR 7 WF012MC 41 P- RFORATED METAL PANEL MENU FILE CABIN FURN BY TENANT INST. BY GC. lL -012RO -133 3 LAY BENCH UN-UTILIZED AREA: STOREFRONT FRONTAGE: --- - - - S WF -SFR 1 CLEARANCE FOOTWEAR RACK (NOT SHOWN ON P LANS) DRINKING FOUNTAIN REFER TO MECWANICAL DRAWINGS g ; • J T SOUTHCENTER MALL 304 SOUTHCENTER MAL 201-1" WFLIFESTYLE UJF052L 2 3 LIFESTYLE WINDOW TABLES LADY 3 TIER BAT TABLE WF -3/4 FEMALE 5 5 FORM 3/4 FEMALE W/ STAND (1) PER WINDOW, (1) PER BAT Mop SINK NOT USED 1 LEASABLE AREA: 2,164 100 °ra FIRE EXTINGUISI -IEIR BY GC. PER CODE - MOUNT AS DIRECTED BY FIRE DEPT. 11 WFI,a3L 1 LADY STRAIGHT GASNWRAP I /8" MASONITE, FURN BY VENDOR INSTALLED BY C.C. MOUNT TO BACKSIDE OF STOCK FIXTURE 12 WF053LK I LADY CIRCULAR METAL SOCK BIN 01051_ 1 LADY BACKWRAP UNIT TU KWI LA, A 95188 SPACE #1 560 STORE NO. 46171 13 VIDEO /AUDIO PLATER FURN BY TENANT REFER TO INST. BY TENANT E DU. .GS ^ STORE PAIRS TABULATION WFD65 2 2 -WAY FIXTURE DRAWING STORAGE TUBE REFER TO DETAIL s / A5.2 14 W°104L 1 LADY BACKWRAP SURROUND (MODIFIED) SHELVING HEIGHT LINEAR FT. O= SHELVING PAIRS PER LINTER FOOT PAIR MOBILE STOCK SHELVING }REFER TO MANUFACTURERS INSTALLATION GUIDE IS WFD065 FN - KIT FOOTWEAR MAY W/ OKAPI -TIC CHANNEL WFIO3SPF - SPECIAL CAS1WRAP MANAGER'S CHAIR FURN BY TENANT le ���� REGULAR SHELF UNITS 12' -0" 149' 40 5,960 NUMBER OF PAIRS CALCULATED e 40 ). WF066 4 3 -WAY IXTURE SHEET TITLE FIXTURE PLAN P LA 11 401 1 FITTING RM. DOOR 4 JAMBS (SEE DOOR SCHEDULE) REGENED n� ar(of e�« NOTE, WHEN NEW STOCKROOM SHELVING ELVING 15 SPECIFIED,TNE TENANT C.C. IS TO ASSESS MAXIMUM ALLOWABLE SHELVING HEIGHT± MAIN- TAINING MIN. 24" CLEARANCE TO CLG ABOVE± AND REPORT TD FOOTLOCKER CONSTRUCTION MANAGER UPON CO"MENCEMENT OF PROJECT. D 11 HANGROD UNITS - 10 12' PAIRS PER LINEAR FOOT FOR 12 HIGH SHELVING. W°085L 2 LADY DUAL SHOE TABLE WF014 1 ACCESSIBLE FITTING APR 21 ZUU ROOM BENCH MISCELLANEOUS UNITS 10' -0 - NUMBER OF PAIRS CALCULATED 0 29 FOOT WFIDS�L 4 LADY 18" CIRCULAR SHOE TABLE WF402 1 r rr°iar�' o C.,' ' FITTING M. NOOK PANEL MOBILE SHELF UNITS 1 II 10 -0 143 � 29 4,141 PAIRS PER LINEAR � 11 FOR 10 -0 HIGH SHELVING. � � 1 � � SHEET NO. • 0 TOTALS 292' 10,101 TARGET PAIRS: 0,036 r Do FOOT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 -0420 PROJECT CO— ORDINATOR: K ' P A U L P A R T N E R S H I P TORONTO . CALGARY • V A N C O U V E R 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 1- 888 - 855 -5061 fax (905)337 -1986 ENGINEER Emphasis On Excellence M•Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 SEAL 2910 — 'GIS '0 �� 'C - CT �" JAMES M. HAMILL STATE OF WASHINGTON i f d7 2' -0" 2' -0" FtE�ED VARIES APP.,,;; CODE COMP LIANCE REVISIONS NO. DESCRIPTION DATE f ROOF DECK "• APPROVED JAN 2 200g PARTITION T I I'I ' I FIN. City Of Tukwila 4 IL _ II IIII �' I �DSN U . �K . iR VIEW 411 (- PLAN JI EW ■ II 12 D I 16 NA METAL 7 / / , a' -6" AFF. DATE: 12/17/07 c STRAPPIN ' \ / G.W.B. / 3 /5" NAT CHANNEL SCALE: AS NOTED GROSS AREA: 2,164 SQ. FT. 11/32" D TNRU O- OI HO (3 P/F ■ SALES AREA: 1,272 SQ. FT. 1SOd ..L veeveveL oo m�_memeee e em��m oovo°aeevoeeve e m m _ � 1°. ( fI� RO 1° op II °1 ° I 0o oo ° 1 1 u n. °. D. oe 0' 01 01 o� o a a, 01 of I I 0! ' FOR FucKS (OFF CENTER. OF BRACKE - 1SOd 11L - ,6 \ / 4 1 1 a / PROJECT # : 0711105 DRAWN BY: L.T. cg OF BRACKET AND 1 3' -O" OR MIN. DIM. 5TRAPPING - VERIFY WITH FIXTURE MFG. DECK OR CEILING DECK OR CEILING 1' -O" / ALLOWED BY CODE EQ. EQ. 2' -0' / DECK MTL. STRAPPING Lady / / LINE OF MTL STRAPPING TO PARTITION MOUNTING BRACKET BOL L D OR CEILING DECK OR CEILING 1' —O" E D DECK OR GEILINC� 1'_0" f 0 CI -LAIN SUSPENDED FLUOR LIC 00 00 CONTINUOUS 12" WIDE I6 GA METAL STRAFING BENEATH G.W.B. SALES 2 "" SQ 1' CAA 1 SIDE TWIN ,. SLOTS 0.1S X 5/8 F + � r 1 xvw n0 a VARIES DEPENDING UPON STOCK REQUIREMENTS AND CEILING I -ITS (SEE FLAN) \ \ 911L S�RAR TOPS KNOCK DC SYSTEM W/ AND HANG ROD (REFER TO LOCATION INSTALL PER TYP. DOUBLE G.C. c u > ° E O OF SF {ELYfi INTERSECT ROW. SHELVINGz MASONITE BACKSIDE. ROLLING L AISLE AS MANUFACTURED BY , _...A.. ROLLING LADDER CO_, INC. 2 1' -O" CJ - - „PJI-, £ 1 „ 1 r + / tI „,,,,, TYPICAL WOOD p t C:.C. TO WIRE 0 PROVIDED LIGHT FIXTURE LAMINATED MGR_ DESK L ti 110 ZL 1 n o n o 2 ' /` ` . PREFAB. PAP — PARTITION j u en ==== eeveeveevee v eee ZZZZ eveevo :Z ZZ em -mm e vee ve v00000m----- m--- m------------ ooeeeeeee 01 o; a1 II I I I; v. v. II ol of oe OR 0a 01 01 II I I II In PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER P IS n f \V V i �nr TU 1 \ Y V ILA WA 98188 SPACE #1560 STORE NO. 4 171 � II. II / ,� / / /,t � ` I ° PANEL HOLD ATTACHED TC PANEL W/ HEX. SOCK BUTTON HEAL SCREW X 1” L . . tDa 1 'OE `— PREFABRICATED/ PRE1= 1N15NED WALL FIXTURE SYSTEM - INSTALL PER FIXTURE MFG. INSTRUCTIONS, SECU BAS PLATPLATE r pi �` / • �\ m r--, -. II • REF TO L 4DDER INSTALLATION MANUAL PRIOR TO INSTALLING. TO FLOOR fir' 7rr3 rI�' I 1L „m -1 , SHELF QUANTITIES PER UNIT UNIT HEICzl4T " OF SHELVES SHEET TITLE FIXTURE SECTIONS AND DETAILS SHEET NO. A5 .1 . FIN. FLOOR . . . �„ . . FIN_ FLOOR � ' ' o i i, Jr,l 8 : ��� 1r -a" 6 �' -O" O.G. 1m' -m" Sm2'- O "O.C. 6 " 8'-O" 4 g 2' -O" O.C. OC BACK OF POST �z<lo �LI 1 tH \ ` m' —m " -1 r 1 B FRONT ELEVATION 14 SECTION I0'_0" I-1 14ANCROD 12' -ID' 1-1 14ANC OD ►ID'_O" H SI-Il= LYING 12 1-1 SHELVING $ @SEOTION- MGR. DESK 2 SECTION HANGROD UNIT @-) SECTION AT SHELF UNIT 2 TYP. SECTION AT SHELVING UNITS NOTE: REFER TO FIXTURE PLAN FOR STOCK 514ELYINC UNIT SIZES, QUANTITY AND CONFIGURATION. G.G. TO INSTALL PER MANUFACTURERS INSTRUCTIONS. 0 STOCK SHELVING DETAILS SCALE: 1/2 " =1' -O" 0 WALL SYSTEM DETAILS SCALE: 3/4 " -1' -0" it2: FOOTLOCKER INC. 3/4" FIDE RETARDANT TREATED 3/4" PLYWOOD BLOCKING IN WALLS STRUCTURE FOR SECURING BACKWRAP PIES_ PLYU J� f SEE ELECTRICAL PLANS FOR POWER REQUIREMENTS 1 : m 0 WOOD PANELS APPLIED TO STRUCTURE (NO VISIBLE • I Y If m - , Z II II II II II 11 II II II II II II 1 II II II _ *1: DETACH BACK RAILS a _ RAILS_ OR COLUMNS SIDES. REGISTER USING SCRELUS, COLUMNS WITH FINISH NAILS SECUE To RAILS FROM #3: PLACE BULKHEAD --11 II n fj I n u RDII II n STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK NY 10120 38 NN— I/4" PRE -CUT HOLE FIXTURE., TI 8 FIX-LIRE FOR LIGHT r 4' -9" EQUAL 1'_,a„ FASTENING) 1' -0" / A5.2 EQUAL ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 -0420 a' �, 1 . , \ OVERHEAD PANELS COLUMNS. 4 USE SPLICE TO SECURE TO 4: WOOD PANELS OVER 4 - - BACKWRAP SURROUND PLAN SCALE: 1/2" =1' -0" 34 PROJECT CO- ORDINATOR: FS' PAUL P A R T N E R S H I P T O R O N T O • C A L G A R Y • V A N C O U V E R 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, 1..6J 7Y8 1-888-855-5061 fax (905)337 -1986 452 1=1N. CEILING „ „ ,,,,, ,,, , ,,,,, III 1111 ,,,,,, ,,,,,, ,,,,,,,,,,,,,,,,, ,,,,, ,,,,,,,,, ,,,,,,,, , _ 7 q II 11 I ? s � F11 D CEILING um - �f , Q 4 QA Lwp -1 � / ,pr, ! //w w 0 H 1/4" SINTRA LETTERS FROM COLUMNS 4 SECURE TO WALL. ENSURE PROPER BLDGfCING IN WALL. \ ._.--"---- ' 1z" OUT FOR EL ACCESS e Bt PANEL 1- 1 SCRI iBE " NIGH BASE PROVIDED AS FLOOR REQUIRES ATTACH TO COLUMNS. PLYWOOD STR _ - W__.-- /// / �% Il -,z 1 ' _ r 1 i rk I MOUNTED TO WALL (BY SIGN VENDOR) I�//A . END OF I 1 Lady i t n o© Lt.0 1 ENGINEER PANEL BEYOND SINTRA LOGO - PREFINISHED WOOD `4 PANEL SYSTEM - cv r ..„ ,, LWD -1 i li ' i! er I P� A �..�I GRAPH IC 24" X 23 -1/2' GRAPHIC GRAD 24" X 23 -1/2' GRAPHIC RAP X 23 -1/2' 12 _ ,42.1 _ LWD -1 �I 1 Emphasis On Excellence M•Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 - E Q. r7 G IIC PROVIDED B TENANT : �. / �' ,452 / 2 \ Ii ZmY / will I, E Q. / SE BY FIXTURE V3 R, INSTALLED B B. CRAP COUNTER TOP AND 1 „0- ,Z 1 291 7/ 0 !� II9 -1Z 1 I J _ r r BACKWRAP L L _ T l SEAL a��o f' STEREI►: l A/ JAMES M. STATE OF WASH N ' / 07 CABINET • 52) NOTE, ENSURE PROPER LEVELING 4 ALIGNMENT OF ALL PIERS AS REQUIRED. I I I r \ . . 1 " (ID SECTION z" Q I -OII 0 FRONT ELEVATION I i 1 REVISIONS BACKWRAP SURROUND ISOMETRIC NOT TO SCALE BACKWRAP SURROUND ELEVATIONS SCALE: 1/2 " =1' -0" NO. DESCRIPTION DATE 8' -2 3/4" / " 8' -3" WORK SURFACE C.C. TO SCRIBE IN FIELD / / / �� E ' S S C E COD PR° JAS f Cl�11 `, ULDI 3" ; 7' -9" BACKWRAP CABINET 3" y 8' -2 3/4" / 2' -5" 3' -4 3/4" 2' -5" / 1'- 111/4" 1'- 111/4" 1'- 111/4" 1'- 111/4" y T - 5" 3' -4 3/4" 2' -5" / WRITING SURFACE WRITING SURFACE / / / / m _I L E. EQ. 11119 - iL L . 3' -C, 1/4" 12/1 7/07 t _. W n ° ? 3 N \ / ,- , - ' �� . ` � � , .`` • � . - .,' ,' •' VENEER DOORS 1 1/2" W X 2�" L �� LOOSE END FILLER G.C. TO SCRIBE ON SITE (QTY_ 2) 99" L LOOSE BASE 5" FOR SCRIBING SCALE: AS NOTED u �' — /..� .- C . -,, .... _ ��_` - , : • .�- .' ,' GROSS AREA: 2,164 SQ. FT, rn z 0 Q d SALES AREA: 1 272 SQ. FT. ' , PROJECT # : 0711105 DRAWN BY: L.T. �\ I . . . . . . - I . \ -- , . L ady Foot CASHWRAP FRONT ELEVATION SCALE: 3/4 " =1' -0" • CASHWRAP REAR ELEVATION SCALE: 3/4 " ^1' -0" D BACKWRAP FRONT ELEVATION SCALE: 3/4 "= 1'--0" PROVIDE HANDLE ON THE TOP CAP TO EASE THE REMOVING OF THE GAP. COORDINATE HANDLE 8' -3" WORK SURFACE G.C. TO SCRIBE IN FIELD � 01. P.LAM. CLAD WORK SURFACE SASE CAB. SIDE 1/2" FILLER KICK B ASE ��� f'. :�,�..:' =- r T. ' .:: -1.; . ; ,F A SPEC WITH FOOTLOCKER CONSTRUCTION MANAGER 4-,48" AF,,.. 1/4" DIAMETER THRU BOLT WITH TOGGLE ``' �Q " (TYP OF 2) A52 8' -2 3/4" PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KW I LA, WA, 98188 SPACE # 1560 STORE NO. 46171 G.W.B. LABEL kl ZL I 2 x 4 `tkl■ / 2'_5" 3' -4 3/4" 2' - r-e" BACKWRAP CABINET ' -� I 1 -5" / / 3'/ /3' "x "x I I / WRITING SURFACE 3/4 2" POPLAR ;��'�'„ 3/4 PLYWOOD TRIM PAINT n Jr al 4 ;t m n 0 D �r n ,,. , D ,� ,, d I PAN HEAD SCREWS b 6? . m . ` \ / / / / . _ _ \ / / \ / METAL STRAP (TYP M E SEE ELECTRICAL PLANS FOR POWER SIGNAL REQUIREMENTS OF 2) //� / \ / 1/2" DIA. HOLE IN BTi"1 GAP " b DIAMETER PVC TUBE ` T _ � PVC BOTTOM CAP GLUED IN JAN JAN 0 8 A . u �ry,��E 2 ��. , I �Fi = �' PLACE, C. TO DRILL 1/2" PLAN DIA. HOLE IN CENTER OF - SHEET TITLE CASHWRAP & BACKWRAP DETAILS SHEET NO 1\5 • 2 BOTTOM CAF 45 ELEVATION NOTE: UPON COMPLETION OF PROJECT GENERAL CONTRACTOR MUST RUN A NEW BLUEPRINT SET FOR THE COMPLETED STORE DRAWINGS (ARCHITECTURAL, MECHANICAL AND ELECTRICAL) AND PLACE BLUEPRINTS INTO THE PLAN TUBE HOLDER LABEL (WITH CLEAR TAPE) STATING: THIS TUBE CONTAINS STORE DRAWINGS AND IS NOT TO SE REMOVED WITHOUT THE CONSENT OF THE STORE MANAGER. TENANT G.C. TO SUPPLY AND INSTALL DRAWING TUBE ASSEMBLY WHERE INDICATED ON PLANS. 45.2 DRAWING TUBE SCALE: 1- 1/2 " =1' -0" 9 CASHWRAP PLAN SCALE: 3/4" =1' -0" 0 BACKWRAP PLAN SCALE: 3/4 " =1' -O" e C ENTRE GRID LAYOUT IN FOOT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 -0420 _ P ROJECT CO-ORDINATOR: CL -1 e ' -0" AFF. WIDTH AND WORK OUTWARDS. START GRID PATTERN WITH 1 K P A U L P A R T N E R S H I P TORONTO • C A L G A R Y • V A N C O U V E R 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 1-888-855-5061 fax (905)337 -1986 EQ J CL -1 m 11' -0" AF.F. FULL TILE AND WORK LENGTHWISE. EQ 1�a� CL -1 a 11' -0" AFF.I CL -1 e 12' -6" AFF.I � 1 C1_ -4 0 8' -0" AFF. - ` iI ii/1uI. GL -1 12' -0" AFF_ I ■ ■■ 1 6I-6" - 2B EQ Q - - - -J ■ L O► . A Al2 ' Al2 �,pp....�� / /....yy I/ __11 - - - X75 / / � ` �y (mil .. ti A2.L ENGINEER MAW NI N ,41.2 2 ' - - " � � � ra) r to n. —� / ■ ■I I■ 1 0 : 1 4I-6" 5' - 0" - @" � ' O Emphasis On Excellence M•Retail Engineering, Inc. 9 g' 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 ■ ■ ■' I \ I 1 TYP. TYP. CL-2 11' 6" A.P.F. I —� - H H ± - - - + -- - - -- ± ---- - -� - -- —� + - - - -1 - L — — — — � ■ ■ ■ � I S - @" TYP. B I I 111111 [ ■■ . ® L— - - - -�— 1 CL-2 e 11 AF.F.I 41 -0" 1 y -0" e - >i Z -'--' '--' ---'-----'--' ` 1 P. I]lll� O 11111 I I I I — — EQ E �� 1 I _ --I r T r I II I II I II I I I I 1 I I I ' 1 11 1 11 1 11 1 1 4' I T I u 'I I `I I 1 ti r T ?_ 1 I 11 II I II b 2 FLUSH MOUNTED HRE SEAL r /F Y ', -�� 'Si. A i �� ...h�'.: '� RCE / JAMESM. .. HLL . , ITATE 0' i,•ASHINGTAI >:. a =` it 1 !!� , r T T ,. CLG. GRID - 1 I 1 1- T -I 1- T -11 1 I I II I 1 O ® , 2' @" X -0" 1 RATED METAL ACCESS PANEL W/ CONCEALED HINGES FOR STOREFRONT I 11 1 I „ I I I II 1 11 1 II 1 1 II I I 4 , A5 2 IA AN I A SS SGNGE D GRILLE ACCESS. r -1 -6" - I I I . _ + I II LOCATION TO »E VERIFIED BY G.G. ` TIP - I / - -- - -- -I- - TYP. -±�� +� ± ��+��� , `�} O ® I I BANNER TRACK SYSTEM i - 1� 111 1I I 11 I 1 II I 11 _L _IL 11 111 IF il I 1 I I I I I 11 I 11 I 1 I I I I HH . �� . _ . •. . '. 1' I 1 1 I I I 11 I I I I 1 6,1 1 I I I II I 1 1 I 1 I I I I 6' - @" O .G. T YP. I I ' II (SEE DETAIL BELOW) 1 I II II I II I I_ _L JL _L JL _L JI_�J I LJ-JL I 1 I 11 II I I I I I I I I I L_L J 1 _IL IL - ' 1 1 1 1 0 II '1II rimer y A6.0 TYP. CHAIN MOUNTED FIXTURES MOUNTED 2' -0" ABOVE TOP SHELF (TYP) � LIGHT FIXTURES LOCATED IN BACK- WRAP SURROUND . — REVISION S NO. DESCRIPTION DATE 1. REVISED AS PER 04/09/8 CODE APPVL°1E 0 1.. ' f t' 3 - c D D i B ,0 is LANDLORD AND CLIENT COMMENTS DATE: 12/17/07 SCALE: AS NOTED GROSS AREA: 2,164 SQ. FT. SALES AREA: 1,272 SQ. FT. PROJECT # : 0711105 DRAWN BY: L.T. La dy Foot Loc ker REFLECTED CEILING PLAN SCALE: 1/4" ^ 1 -0" REFLECTED CEILING PLAN NOTES LIGHT FIXTURE SCHEDULE CEILING TYPE SCHEDULE CL -X a X'-XX" AFF. I EMERGENCY LIGHTS TO BE INSTALLED ON SEPARATE CIRCUIT. SMOKE /HEAT DETECTOR SPACING SHALL COMPLY WITH THE REQUIREMENT OF NFP.4 12 -E. THE INSTALLING CONTRACTOR SHALL SUBMIT A CEILING PLAN SHOWING THE LOCATION OF THE DETECTORS TO THE FIRE MARSHALL FOR APPROVAL BEFORE STARTING WORK, IF REQUIRED BY LOCAL AUTHORITIES. REFER TO FINISH SCHEDULE SPEC 4 INTERIOR ELEVATIONS FOR FINISHING 4 PAINTING REQUIREMENTS. THE POSITION OF THE TRACK 15 TYPICALLY SET OUT FROM PERIMETER WALL AS INDICATED. UPON COMPLETION OF JOB, CONTRACTOR SHALL BALANCE THE AIR AND SUBMIT CERTIFIED COPY OF AIR BALANCE REPORT TO THE TENANTS PROJECT MANAGER G.G. TO ADVISE TENANT PROJECT MANAGER OF MAX CLEAR HEIGHT N STOCK ROOM PRIOR TO PROJECT COMMENCING. THIS IS TO ALLOW THE HEIGHT OF THE STOCK ROOM SHELVING TO BE MAXIMIZED GC. SHALL FIELD EXAMINE THE CONDITION OF EXISTING TENANT DEMISING PARTITIONS 4 EXTERIOR GLAZING WALLS AND PROVIDE FULL HEIGHT 4 FINISHED PARTITION TO UNDERSIDE OF ROOF DECK AS REQUIRED. ALL EXPOSED PARTITIONS AT SALES AREA MUST BE TAPED, SPACKLED AND PAINTED N THEIR ENTIRETY. FIRE SPRINKLER SYSTEM: EXISTING SPACE FIRE SPRINKLER SYSTEM TO BE MODIFIED PER NEW TENANT SPACE DRAWINGS AS REQUIRED BY NFPA STANDARDS AND LOCAL CODES. ALL AREAS TO BE ORDINARY HAZARD GROUP II OCCUPANCY WITH FIRE SPRINKLER FABRICATION DRAWINGS TO BE SUBMITTED BY TENANT FIRE PROTECTION CONTRACTOR TO BUILDING DEPARTMENT SPRINKLER HEADS WILL BEFORE WORK COMMENCES. ALL SP BE SEMI - RECESSED CHROME TYPE CENTERED IN 2X2 CEILING GRID. SPRINKLER HEADS - NOTE: SYMETRICAL PATTERN TO ALIGN W/ CEILING ELEMENTS. CALLOUT DESGRIPITION TYPE SYl`180L MANUFACTURER DESCRIPTION LAMP TYPE SYMBOL MANUFACTURER DESCRIPTION CL -1 2' x 2' NON - DIRECTIONAL ACOUST. TILE: ARMSTRONG FINE FISSURED MEDIUM TEXTURE 0 1833, ANGLED -DIRE EDGE, FIRE GUARD CLASS 'A' PANEL ON NEW PRELUDE 15/16" EXPOSED TEE GRID HEIGHT INDICATED ON PLANS. I HR RATED CEILING. INSTALLED BY TENANT G.C. F1 SIMKAR GI- f2132B11 -LINV S' - 2 LITE TANDEM 1 FLUORESCENT STRIP PH2 `��' r° �I 32W TS FLUORESCENT LAMP SW JSL 5J -1: SIIB WOOFER r I F1 -4 SIMKAR C1-1132B11 -UNV 4' - 1 LITE TANDEM FLUORESCENT STRIP p1-1246,61 32W TS FLUORESCENT LAMP SP @ JBL SJ -2. SPEAKER i { CL -2 5/8" Tri-E 'X' GYP. BD. ON MTL. JOISTS AT HEIGHT INDICATED ON FLAN. TAPE, SPACKLE, SAND, SMOOTH AND PAINT. ONE COAT SEALER, TWO COATS FINISH PER FINISH PLAN FURNISH 4 INSTALL 13Y TENANT G. F2 F2/EM ■ ■■ MERCURY MERCURY T -••+- __ JUNO 54E340- BIAX -9 -ELB 2'x2' PARABOLIC ELECTRONIC BALLAST RECESSED FIXTURE 54E340- BIAX- 5- ELB/EM NIGHT /EMERGENCY LIGHT 2' O L - 01‘11 BALLAST RECESSED F TURE _ ..Mari., . �� T — ST — T w TG92 0- 626GWH DOUNLIGHT, WHITE FINISH F40BX5PX35 40W SIAX LAMP F405XSPX35 d�� � i � . - El HIGHLIGHT MONITOR BP- PLED -5 -R LED UNIVERSAL EXIT SIGN um ■ ■■ CL -3 EXISTING EXPOSED STRUCTURAL DECK NO NEW CEILING UNLESS MANDATED BY MALL OR BLDG CODES. pm!' ■ea lemma 11 RP v.. il PHILIPS 144182, GDM i25w/PAR38 /5P /3K P ^ • J T SOUTHCENTER MALL 304 SOUTHCENTER MAL CL -4 5/S" TYPE 'X' GYP. BD. ON MTL. JOISTS AT HEIGHT INDICATED ON PLAN. TAPE, SPACKLE, SAND, SMOOTH AND PAINT. ONE COAT SEALER, TWO COATS FINISH PER FINISH PLAN FURNISH 4 INSTALL BY TENANT G.C. UL RATED 1 -1-IOUR E3 ®B JUNO CH6 -226Q, 650CWH 2 -26W PLK -E COMPACT FLUORESCENT DOWNLIGHT, WHITE FINISH - EMERGENCY LIGHT PHILIPS PH34 @28 PL -C 26W/35/4P E2 HIGHLIGHT HL -SID -DL SURFACE MOUNTED EMERGENCY LIGHT - COLOR WHITE MOUNTED AT 12 -6 AFF OR MAX ALLOWABLE BY CODE A4 JUNO T294WN PARSE TRACKHEAD, WHITE FINISH PHILIPS X144182, CDM-1 25 /PAR38/FL /3K 5D S@ SUPPLIED AND INSTALLED SMOKE DETECTOR B� TENANT'S' G.G. CL -5 2' x 4' NON DIRECTIONAL ACOUST. TILE: ARMSTRONG CORTEGA #823 FIRE GUARD CLASS 'A' PANEL ON NEW PRELUDE 15/16" EXPOSED TEE GRID 9 HEIGHT INDICATED ON PLANS. 1 -HR RATED CEILING. INSTALLED BY TENANT G.G. T F2 CONTECH _ A.. i _ CON -TECH CTL1@G12WW -WT WALL WASHER, WHITE FINIS i ..., 1 _ : - : L r r LTSP CS' LTH) T T �- + �~ # _ CHANNEL #LTYaF (6' LTI-1) SPRING LOADED ATTACHMENT TRACK #LT4P (4' LTH) MOUNT DIRECTLY TO LAY -IN CEILING #LT2P (2' LTH) PHILIPS 1' 22331, CDM /83@ a EF c = = = NUTONE BANNER TRAGIC SYSTEM _ �� n �❑I r ' /� TU KWI L.f� A 98188 > > SPACE #1560 STORE NO. 461 71 I-F �' - G2TRN110L ^ � 1 RECESSED 110 CFM FAN /LIGHT UNIT WITH (I) 100 W BULB NO CO - = -_ IBLE MATERIALS ARE ALLOWED TO BE INSTALLED ABOVE ANY FINISHED CEILINGS. EX = EXISTING LIGHT TO REMAIN - VERIFY EXISTING QUANTITIES RE = EXISTING LIGHT TO BE RELOCATED - VERIFY EXISTING QUANTITIES NL = DENOTES NIGHT/EMERGENCY LIGHT LANDLORD NOTES A- INSTALL BANNER TRACK SYSTEM WHERE INDICATED ON PLANS PER MANUFACTURES INSTRUCTIONS B- REFER TO PLANS FOR SIZE AND LOCATIONS. TRACK 15 SUPPLIED IN 8' -@" LENGTHS AND CUT IN FIELD AS REQUIRED TO ACHIEVE SPECIFIED LENGTH. PAINT ANY CUT ENDS WHITE G- INSTALL MOUNTING HARDWARE 24" DL. MAX AND WITHIN 12" OF ENDS D- AT SUSPENDED GRID CEILINGS SYSTEMS INSTALL MOUNTING MA LL ARE DIRECTLY T INTO GRID SYSTEM AND TIE WIRE TO STRUCTURE ABOVE ATTACH TRACK . SHEET TITLE REFLECTED CEILING P LA N A6 0 SHEET NO. ■ 1. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM TI-1E DECK ABOVE. W/ SHEET METAL 5GREW5 2. ALL SPRINKLER HEADS IN THE SALES AREA MUST BE CONCEALED POP -OFF COVER A.C.T. CEILING TILE TYPE. 1 ■ ■:� ■ ■ ■ ■ ■�I �� ■ ■ ■ ■ ■ ■ ■ ■ ■■ RECEIVED CITY OF TUK�flL4 APR 2 1 ?IilIifi % - K 4' -6" ALUM. BANNER TRAM FROM STOREFRONT WINDOW BANNER TRACK NOTES 0 BANNER TRACK DETAIL SCALE:1 1/2 " =1' -O" RESPONSIBILITY SCHEDULE & NOTES Foo T Lo CKER ) 1 N C • .d 0 t Cl/ C: k e r SCOPE OF WORK 9NIJ.9IX� FURN151-1 INSTALL NOT APPL#CAI3LE !REMARKS CSefO1dNf1 TENANT TENANT CONTRACTOR LANDLORD TENANT TENANT CONTRACTOR PER LANDLORD & DIVISION I: GENERAL DATA CLIENT COMMENTS 3. PER LANDLORD 06/06/8 COMMENTS BARRICADE • • AS REQUIRED BY LANDLORD PER L.L. DESIGN CRITERIA DIVISION II: 517E CONSTRUCTION DEMOLITION 1 1 • I • 1I DIVISION III: CONC3 CONCRETE PATCHING 1 I I • II J l o 1 _ CREATE SMOOTH LEVEL SURFACE TO ACCEPT NEW FLOOR'G DIVISION IV: MASONRY MASONRY I 11 1 1 • 11 1 1 • _II DIVISION V: METALS STRUCTURAL METAL FRAMING • • LIGHT GAUGE METAL FRAMING • • DEMISING WALL STUDS BY LANDLORD UNISTRUT • • FOR SUSPENSION OF AUDIO EQUIPMENT 4 LIGHTING EXPANSION JOINTS • • AREA SITE PLAN MALL KEY PLAN REVEALS • BRAKE MET,4L • • 1 SEE FINISH SCHEDULE DIVISION VI: WOOD t PLASTICS ■ , ROUGH FRAMING • • LAYOUT, MATERIALS, FURRING, BLOCKING, 4 ETC. FINISH CARPENTRY • • WOOD CASED OPENINGS • • DIVISION VII: THERMAL 4 MOISTURE PROTECTION WATERPROOF MEMBRANE • ! BATT INSULATION • • AS REQUIRED .... So� � ROOFING PENETRATIONS • DIVISION Vlll: DOORS 4 WINDOWS META OO S 4 F E L D R RAMS • • • • • • • REFER TO DOOR SCHEDULE 411 111.11. III K\ MERVYN S DOOR HARDWARE REFER TO DOOR SCHEDULE �/ \ FITTING ROOM DOORS FRAME 4 HARDWARE • _ c '� n Ot A PA NELS /�` , J MACY'S 4 �,% r T V r. WI LA PKWY SCUTHCENTER MALL 0 z STOREFRONT GLASS DOORS AND LOCKS • • STOREFRONT GLAZING, HEADS 4 BASE • IS) `~ l EXIT DOOR PANIC HARDWARE /LOCK SET • • 4 z U i o (D I , l I J JGPENNEY DIVISION IX: i= 1NISHES ' SOUTNCENTER { MALL -3=- STORE #4(aIll ACOUSTICAL CEILING • • INC_ COMPLETE SUSPENSION SYSTEM 4 TILES GYPSUM BOARD, FRAMING AND ACCESSORIES • • REVERSE IMAGE VINYL GRAPHICS • • COORDINATE W/TENANT SIGN MFG/ INSTALLER TILE - SETTING MATERIALS 4 ACCESSORIES R R • • SEARS SALES AREA FLOORING 4 ADHESIVE • • REFER TO SPECIFICATION 5HEET G1.1 FOR PREPERATION VINYL COMPOSITE TILE • •j . VINYL WALL COVERINGS • VINYL BASE • • PAINT 4 PAINTING • • LADY FOOTLOCKER . WALL 4 CORNER GUARDS • • S PACE X LEVEL 1 of 3 WALK -OFF MAT • DIVISION X. SPECIALTIES PROJECT DIRECTORY CODE INFORMATION LIST 0 F DRAWINGS TOILET ROOM ACCESSORIES • • INC. GRAB BAR, DISPENSERS, MIRRORS 4 SHELVES STOREFRONT SIGN PROVIDE PANEL 4 BLOCKING FOR SIGN INSTALLER 4 ELEC. CONNECTION STOCK ROOM SHELVING SYSTEMS • • F • • • INC_ SHELVING, H4NGRODS, LADDERS 4 MGR'S DESK TENANT APPLICABLE CODES: SHEET SHEET TITLE REVISION DATE AND NO FITTING ROOM BENCH TOP 4 COAT HOOKS ALL WORK DONE UNDER THIS CONTRACT SMALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND CONSTRUCTION CRITERIA OF THE LANDLORD, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY TENANT'S CONTRACTOR ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE TENANT'S CONTRACTOR(S). APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO TI-1E FOLLOWING: APPLICABLE CODES: (INCLUDING LOCAL AMENDMENTS) BUILDING CODE: WASHINGTON STATE BUILDING CODE 2006 MECHANICAL CODE: WASHINGTON STATE MECHANICAL CODE 2006 ELECTRICAL CODE: NEC 2005 PLUMBING CODE: W P INGTON STATE PLUMBING CODE 2006 FIRE CODE: OTHER CODES: ADA L\ L\ z A .A A MIRRORS (FITTING ROOM 4 TOILET ROOM) LADY FOOT LOCKER FOOT LOCKER INC_ 112 W. 34th STREET NEW YORK, NY 10120 PROJECT DESIGNER: LISA LID TEL: 212 -120 -3812 EMAIL: Iliaa footlocker.com ,4 FOWLER NSTRUGTION MANAGER TEL: 163- 494 -0128 FAX 163- 494 -9311 PLEASE DIRECT ALL INQUIRES TO PROJECT CONSTRUCTION MANAGER SHOPPING CENTER INFORMATION G1.0 COVER SHEET 4/09/8 6/04/8 6/06/8 BANNER TRACK SYSTEM • • STOREFRONT WOOD PANELS • c REFER TO STOREFRONT DRAWINGS GI.1 ARCHITECTURAL SPECIFICATIONS DIVISION XI: EQUIPMENT GIZ MECHANICAL 4 ELECTRICAL SPECIFICATIONS li lI I II I I II DIVISION XII: FIIR+lISHINGS D1.0 DEMOLITION PLAN _ _ __ _ _ SALES FLOOR DISPLAY FIXTURES • • A1.0 CONSTRUCTION FLAN 4/09/8 6/04/8 I IIt =VIE �+P ED F'DR t►ar%I TE,AId" i PERIMETER WALL OUTRIGGERS 4 PANELS • • • AI .I PARTITION TYPES 4109/8 6/04/8 a: r a:DE DE �°� APPROVED LIP- ���°°°tl"' 1 i C,451-1 WRAP, BACKWRAP MILLWORK AI2 CONSTRUCTION DETAILS 4/09/8 I MANAGER'S DESK • • AI3 CONSTRUCTION DETAILS 4/09/8 I II_J 1 2 7(Iu DIVISION x111: SPECIAL CONSTkJCT10N AI.4 SEISMIC DETAILS gg p DIVISION XIV: CONYEYIhICs SYSTEMS A2.0 STOREFRONT PLAN AND ELEVATION 4/09/8 » , , (FT,SI, AI im `r DIVISION xV: MECHANICAL 42.1 STOREFRONT 4 SIGN DETAILS 4/09/8 .91 tqf * :... 11Tf II .1111.11, 'o DIVISION .� 1 SPRINKLER PIPING 4 HEADS • • • _ RELOCATE HEADS AS NEEDED A22 STOREFRONT SIDE ELEVATION 4/09/8 �� a sp FIRE EXTINGUISHER(5) • • A5 REQUIRED BY LOCAL CODE A30 FINISH FLAN 4/09/8 6/04/8 6/06/8 SOUTHCENTRE MALL 304 SDUTHCENTRE MALL TUKWILA, WASHINGTON 98188 CONTACT: ANDREW CIARROCHI TEL: 206 - 246 -0423 FAX: 206 -244 -8601 LANDLORD INFORMATION PLUMBING (SAN, DCW, DHW) • • 44.0 INTERIOR ELEVATIONS 4/09/8 PLUMBING FIXTURES • • A5.0 FIXTURE PLANS 4/09/8 6/04/8 OCCUPANCY GROUP: SEPARATE PERMIT DIFf USERS 4 GRILLES • • A5.1 FIXTURE SECTIONS AND DETAILS M- MERCANTILE REQUIRED FOR: • `" CONSTRUCTION TYPE: 1 ; malice' MECHANICAL EQUIPMENT • • A CASHWRAP AND B4CKWRAP DETAILS AIR CURTAIN • A6.0 REFLECTED CEILING PLAN 4/09/8 6/04/8 6/06/8 DAMPERS • WALL AND /OR COMBINATION SMOKE/FIRE DAMPERS E1.0 ELECTRICAL POWER PLAN 4/09/8 6/04/8 TYPE II -B, UNPROTECTED NON - COMBUSTIBLE k - umbing Gas Piping WESTFIELD CORPORATION 11601 WILSHIRE BLVD IITH FLOOR LOS ANGELES, CALIFORNIA 90025 TENANT COORDINATOR: DAVID VAN GREUNINGEN TEL: 310- 515 -5983 FAX: 3I0- 689 -5130 ARCHITECT JAMES M_ HAMILL, AIA 580 DECKER DRIVE SUITE 110 IRVING, TEXAS, 15062 CONTACT: DENNIS HONAKFR TEL: (912)114 -0420 FAX: (912) 114 -0282 PROJECT COORDINATOR TOILET EXHAUST FAN, DUCTWORK, ROOF CAP • • AIR BALANCE REPORT • -.,.. REVISIONS City of Tukwila Eli MISCELLANEOUS ELECTRICAL DETAILS 4/09/8 TEMPERATURE CONTROL. SYSTEM • • E2.0 ELECTRICAL LIGHTING PLAN 4/09/8 6/04/8 6/06/8 No changes shall be made to the scope of work without prior approval of BUILDING DIVISION Tukwila Building Division. NOTE: Revisions will require a new plan s ubmittal and may include additional plan review flees. SMOKE AL. CONTROLS • COORDINATE W/ LANDLORD 4 LOCAL CODES E3.0 ELECTRICAL POWER RISER 4 SCHEDULES 4/09/8 6/04/8 DIVISION XVI: ELECTRICAL E4.0 MISCELLANEOUS ELECTRICAL DETAILS 4/09/8 6/04/8 MAIN SERVICE CONDUIT • • • VERIFY W/ RISER AND IN FIELD M1_0 MECHANICAL PLAN 4/09/8 6/04/8 6/06/8 MAN SERVICE WIRING • • VERIFY W/ RISER AND IN FIELD M2.0 MECHANICAL DETAILS 4/09/6 MAIN OVERCURRENT DEVICE IN LL ELEC RM • VERIFY W/ RISER AND IN FIELD STORE TABULATION FILE COPY . ., METER REQUIREMENTS • VERIFY W/ RISER AND IN FIELD CONDUIT WIRING 4 DEVICES • • VERIFY W/ RISER AND IN FIELD AREA SQ. FT. CALCULATION OCCUPANT LOAD RATIO ���� �� , LIGHTING FIXTURES /LAMPS • • SEE PLAN A6.0 / VERIFY W/RISER AND IN FIELD MAIN TELEP14ONE CONDUIT • VERIFY W/ RISER AND IN FIELD SALES AREA: 1,212 sa. Fn 30 FEFsals 42.4 59 % Pia" review approval IS subject to errors and OrilliaSiOrn. Approval of constnictlon documents does not authorize violation of any ©_ ordnance. RI�€p# the Vi01at3o any adopted tg€d: o{ approved Field Copy and conditions is acknowledged: REVISION Nve ...444/ TIME CLOCK • • VERIFY W/ RISER AND IN FIELD � : 4 , STOCK AREA 165 S0- Fri 300 PERSONS 2.6 35 % AUDIO SYSTEM • • K PAUL ARCHITECT, INC. 2660 SHERWOOD HEIGHT DRIVE OAKVILLE, ONTARIO, L6J ITS C ONTACT: JOHN DEGIULI TEL: (905) 331 -9800 FAX: (905) 331 -1986 ENGINEER NON -SALES AREA: 121 Fri 300 PERSONS 0 . 4 6 ' DATA CONDUIT • • TOTALS 2,164 45.4 100 % DATA CABLING (LAN) • • LESS THAN 500 OCCUPANTS OR MORE TI-IAN 50 REQUIRES 2 EXITS 2 ARE PROVIDED CASH WRAP CABLE 4 RELATED CONNECTORS • • CASH WRAP CONDUIT 4 TERMINATION • i City Of Tukwila t)( 4,.. 0 1 3 BUILDING DIVISION . REGISTERS, COMPUTERS, PRINTERS, ETC. TENANT ELECTRICAL PANELS • • VERIFY W/ RISER AND IN FIELD TENANT ELECTRICAL TRANSFORMER • [ • VERIFY W/ RISER AND IN FIELD M- RETAIL ENGINEERING, INC. 150 BROOKSEDGE BLVD. WESTERVILLE, OHIO 43081 CONTACT: WAYNE KRYSTEK TEL: 611 -818 -2323 FAX: 611 -818 -2331 POWER TO SIGN • • VERIFY W/ RISER AND IN FIELD SYMBOLS ABBREVIATIONS ALARM 4 CONTROLS • VERIFY W/ RISER AND IN FIELD BURGLAR SYSTEM • FIRE ALARM SYSTEM • • DETAIL NUMBER /LETTER AFF ABOVE FINISH FLOOR LAY. LAVATORY RO_ ROUGH OPENING BRG. BEAR1N6 BLDG. BI.IILDIN�G MFR MA MAX. MAXIMUM RUB. ROLL UP GRILLE UM 51M. SIMILAR B.O.S. BOTTOM OF SOFFIT MIN. MINIMUM SPEC. SPECIFICATION CLG. CEILING: MISC. MISCELLANEOUS 5Q. SQUARE G1.. CENTER LINE N.I.G. NOT IN CONTRACT STD. STANDARD CONST. CONSTRUCTION O.C. ON CENTER TYP. TYPICAL DI4. DIAMETER OPP. OPPOSITE UN O. UNLESS NOTED DIM. DIMENSION L. PLATE OTHERWISE EQ EQUAL R, RAD_ RADIUS VERT. VERTICAL �' SET R.C.P. REFLECTED CEILING V.IF. VERIFY IN FIELD FLUOR FLUORESCENT PLAN W/ WITH GA GAUGE REQ'D REQUIRED W/O WITHOUT G.C. GENERAL CONTRACTOR REV. REVISION WD. WOOD G.IU$. GYPSUM WALL BOARD RM. ROOM H., HT_ HEIGHT HOR HORIZONTAL I. TENANT'S CONTRACTOR 15 RESPONSIBLE FOR THE SCOPE OF WORK 45 INDICATED IN THE DRAWINGS UNLESS OTHERWISE NOTED IN THE RESPON51BL1TY SCHEDULE ABOVE. ANY QUESTIONS OR DISCREPANCIES SHOULD BE BROUGHT TO TENANT PROJECT MANAGER'S ATTENTION PRIOR TO SUBMISSION OF A BID. 2. ALL G- SHEETS RELATE TO ALL. TRADES AND VENDORS. 3. TENANT'S CONTRACTOR 15 TO PROVIDE SCHEDULE AND PROJECT CALENDAR TO TENANT'S PROJECT MANAGER TO SHARE WITH OTHER VENDORS (Ea-FIXTURE SUPPLIER, FLOORING SUPPLIER/INSTALLER, SIG•AGE MANUFACTURER, LIGHTING SUPPLIER AND MISCELLANEOUS LOW VOLTAGE INSTALLERS). 4. FOR MATERIALS PROVIDED BY OTHERS TENANT'S CONTRACTOR IS TO RECEIVE AND 15 TO REPORT MISSING ITEMS OR DAMAGES TO TENANT PROJECT MGR WITHIN 48 HOURS OF RECEIPT. - IF TENANT'S CONTRACTOR FAILS TO DO O. THE TENANT'S CONTRACTOR IS RESPONSIBLE FOR COSTS RELATED TO REPLACING MISSING OR DAMAGED TENANT R,IRNISHED MATERIALS. 5. TENANT'S CONTRACTOR 15 RESPONSIBLE TO COORDINATE PROPER RECEIPT OF ALL TENANT SUPPLIED ITEMS INCLUDING BUT NOT LIMITED TO HAVING ALL NECESSARY EQUIPMENT FOR OFF - LOADING CARPET FROM DELIVERY TRUCK. 6_ TENANT'S CONTRACTOR 15 RESPONSIBLE FOR RELOCATING ALL EXISTING FIXTURES THAT ARE TO REMAIN FROM THE TEMPORARY LOCATION BACK TO THE SITE AFTER CONSTRUCTION 15 COMPLETE. 1. TENANT TO PROVIDE TENANT CONTRACTOR WITH A COPY OF VENDOR ORDER RELEASE PACKAGE. TENANT'S CONTRACTOR TO ENSURE THAT THIS 15 MAINTAINED ON SITE BY FIELD SUPERINTENDENT. 8_ TENANT'S CONTRACTOR TO FURNISH TENANT PROJECT MANAGER WITH AS-BUILT DWCsa. REFLECTING ACTUAL CONDITIONS UPON COMPLETION OF Jog. REVISION GALL OUT 0 < LANDLORD NOTES r DETAIL 5HEET IDENTIFIER e► A SECTION ELEVATION A EQUIPMENT 1 1. TENANT CONTRACTOR TO VERIFY LOCATION AND GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTFIELD ON -SITE TENANT COORDINATOR BEFORE PROCEEDING WITH WORK 2. ALL COLOUR AND MATERIAL SELECTIONS MUST MEET ALL CODE REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS. q IDENTIFIER F. TO EQUIPMENT. WELT SCHEDULE SECTION F. TO PARTITION SCHEDULE DOOR �I PLAN d IDENTIFIER MINIMUM CLEARANCE � REF. TO DOOR SCHEDULE 4Z, D FINISH COLUMN MINIMUM IDENTIFIER CO 5' -0' 0 GRID LINE. CLEARANCE CL .R@ REF. TO DOOR SCHEDULE FOOT LOCKER, NC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714-0420 PROJECT CO-ORDINATOR: P A U L P A R T N E R S H I P T O R O N T O • CALGARY + V A N C O U V E R 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L67 7Y8 1- 888-855 -5061 fax (905)337 -1986 ENGINEER Emphasis On Excellence M- Retail Engineering, Inc. 750 Broolcsedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 TES M. HAMR.L O F 'W4SHINGTON DATE: 12/17/07 SCALE: AS NOTED GROSS AREA: 2,164 SQ. FT. SALES AREA: 1,272 SQ. FT. PROJECT # : 0711105 DRAWN BY: L.T. Lady Foot Locker PROJECT TITLE SOUTHCENTER MALL 304 SOUTHCENTER MALL TU KWI LA, WA, 98188 SPACE #1560 STORE NO. 461 7 1 COVER SHEET RECEIVED JUN 092008 PERMIT CENTER SHEET NO. SHEET TITLE G1.0 REVISIONS NO. DESCRIPTION DATE 1. REVISED AS PER 04/09/8 LANDLORD AND CLIENT COMMENTS 2. PER LANDLORD & 06/04/8 CLIENT COMMENTS 3. PER LANDLORD 06/06/8 COMMENTS FOOT LOCKER, NC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714-0420 PROJECT CO-ORDINATOR: P A U L P A R T N E R S H I P T O R O N T O • CALGARY + V A N C O U V E R 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L67 7Y8 1- 888-855 -5061 fax (905)337 -1986 ENGINEER Emphasis On Excellence M- Retail Engineering, Inc. 750 Broolcsedge Blvd. Westerville, Ohio 43081 TEL: 614.818.2323 FAX: 614.818.2337 TES M. HAMR.L O F 'W4SHINGTON DATE: 12/17/07 SCALE: AS NOTED GROSS AREA: 2,164 SQ. FT. SALES AREA: 1,272 SQ. FT. PROJECT # : 0711105 DRAWN BY: L.T. Lady Foot Locker PROJECT TITLE SOUTHCENTER MALL 304 SOUTHCENTER MALL TU KWI LA, WA, 98188 SPACE #1560 STORE NO. 461 7 1 COVER SHEET RECEIVED JUN 092008 PERMIT CENTER SHEET NO. SHEET TITLE G1.0 FOOTLOCKER STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 -0420 SIDE OF DOORWAY_ NO ID CONTINUE MF -I TO STOCK WIDE TRANSITION DEVICES ARE PERMITTED BETWEEN PASSAGE W L WG- 1, LAC-1 ,� I B L�_1 F LT -1 TOILET ROOM TILE AND WHEN� EXTENDING MALL TILE TO CT A.G.T. W LP -4 CH ii' -0" AFF B LVB -1 TENANT BASE TILES MUST BE T CP PREFINISHED PROJECT CO- ORDINATOR: P A U L "` KA U L P A R T N E R S H I P y .rt. O R0 N T 0 ■ CALGARY • V A N C O U V E R M �,: 0 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L67 7Y8 fax (905)337 -1986 F LT -1 CT GWB IT T MUST BE REMOVED AND REPLACED WITH FULL TILE. S' -0" APP. CO _ 1r .......„ CF LP-4 -,4wArgrearsarazatruarawr_ L-FRP TO 4' -0" OD i 1 1 • IE LAC-1 I • 4 i • j• 1 � H � r' H �� r' r' � � � H H H � / ~ 1 ` A3.0 Im fir SERVICE DOOR / 4 SIGNAGE CONTINUE LT -I A3.0 6 SUPPLIED BY j INSTALLED LANDLORD, ,43.0 TO STOCK SIDE BY 51G"AIAGE OF DOORWAY 45 PER REQUIREMENTS 1 1 A3.0 f CONTRACTOR r LP -2 � / 1-V i � - 1 ■■ — — — .�� *�� - i i err! LANDLORD M - - -- ENGINEER 0 / i ■ ■i i — •NWW , / L - 3 ■ ■ � ■ ■ - - - LVB -1 I -' j - /// 1111 - - - - - ir 1 M p etail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL 614.818.2323 FAX 614.818.2337 3 ' 0 � � 43.0 ~� i 1 CENTRE GROUT LINE OF LT -I IN 43_� ■ ■ l■ © `� © 4 1;11 0 �, a � —i �� 1� I STOREFRONT OPENING ON CLOSURE LINE AND WORK OUTWARDS. REFER TO 5/430 FOR DETAILS_ rt � OP qa „„/„„/„,„ LP LVB -1 44.0 A4.0 A4.0 -I LVB -1 FITTING ROOM W LW 1 EXTEND MALL FLOORING SEAL _ 2910 . '• • G Y .� 1ST _: P ;2( . ���� a • )t,M ; M. HAMILL 0 1141 B LV5 -1 -— C 3 I II 1 [ — ___ 1 1 i ' � —1 I TO DOOR CLOSURE LINE F LT -1 CT A.C.T. L,VBD C 11' -0" A.F.F. 3 CI CF PREFINISHED - 1 LVB -1 I / A3.0 ' i . 3 3 ' , A3.0 STOCK ROOM I. SALES AREA W LF -1 W LP -I, LP -2 B LVB -1 B LVB -1 - REVISIONS F POLISHED SLAB F LT -I CT ACT CT ACT NO, DESCRIPTION DATE CH 13' -0" APP. CH 11 -6" APP. 1. REVISED AS PER 04/09/8 CF PREFINISHED CF PREFINISHED_ LANDLORD AND CLIENT COMMENTS 3 2. PER LANDLORD & 06/04/8 CLIENT COMMENTS 3. PER LANDLORD 06/06/8 r • �' VIEWED FOR E CODE COMPLIANCE JUN 12 2008 _-------7--- City Of Tukwila BUILDING DS"- COMMENTS DATE: 12/1 SCALE: AS NOTED GROSS AREA: 2,164 SQ. FT. SALES AREA: 1,272 SQ. FT. FINISH PLAN SCALE: 1/4" - 1' -O■ PROJECT # : 0711105 NOTE: G.C. TO CREATE SMOOTH, FLUSH TRANSITION BETWEEN TENANT AND METAL TRANSITION STRIP FINISH NOTES LADY FOOTLOCKER FINISH SCHEDULE SEE ELEVATIONS (SHEET A4.0) FOR SALES AREA FINISHES DRAWN BY: L.T. I. ALL PARTITIONS AND SURFACES TO BE PAINTED UNLESS OTHERWISE NOTED. 2. ALL DOORS AND FRAMES TO BE PAINTED ARE TO MATCH COLOR OF WALL TO ROOM UNLESS OTHERWISE NOTED± DOOR FROM PASSAGE TO NON -SALES PAINT AS INDICATED ON DOOR SCHEDULE 3. ALL FINISHES TO BE APPROVED BY GONER PRIOR TO INSTALLATIOPL 4. ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR FINISHES SHALL EE SMOOTH AND FLUSH_ 5. PROVIDE A WATERPROOF MEMBRANE AT TOILET ROOM UNDER SPECIFIED TILE FLOORING THE MEMBRANE SHOULD CONTI UE UP WALLS A MINIMUM OF 4" AND MUST BE ROLL -OUT TYPE (NOBLESEAL OR EQUAL)_ 6 PROVIDE A RAISED HANDICAP ACCESSI THRESHOLD AT TOILET ROOM DOOR FOR WATER RETAINAGE. I. PAINT TRIM 4 DOOR FOR FITTING ROOM 4 PASSAGE_ LP -5 CALLOUT MANUFACTURER DESCRIPTION COMMENTS FURNISHED B INSTALLED B7 LINE OF NON -SALES / WALL BEYOND METAL TRANSITION STRIP PAINT - _� . `' WALL FINISH GC. TO GLUE VINYL BASE TO PTO. GLIB. LP -1 DEVOE/GLIDDEN/ICI ICI 1452 ETI -EREL - 111 / EGGSHELL (LIGHT BLUE) SALES AREA TENANT G.G. TENANT G.C. . Lady F OOt e r 5CHLUTER 5C1-A AREA TILE 5/8" GWB DEVOE /GLIDDEN/ICI ICI 1509 SOPHISTICATED BLUE - 69 / EGGSHELL (MEDIUM BLUE) SALES AREA TENANT GC. TENANT O.C. SALES CONCRETE SLA- MALL FLOORING. E-D DEVOE /GLIDDEN/ICI ICI 1495 BLUE ANGELS - 69 / EGGSHELL (DARK BLUE) SALES AREA (SALES /STOCK WALL) TENANT GC. TENANT O.C. 5CHLUTER RENO -V LF -; DE`/OE /GLIDDEN/ICI ICI 2012 SWISS C OFFEE/EGGSHELL MP5 83/51 SOFFIT, TOILET ROOM TENANT O.C. TENANT G.C. OVER 4 DEVOE /GLIDDEN/ICI ICI 1491 INTERCOASTAL GRAY / SEMI GLOSS MP*30BB 16/031 DOOR AND TRIM, BASE TENANT G.C. TENANT G.G. CONCRETE SLAB CERAMIC TILE METAL STUDS - CD DEVOE /GLIDDEN/ICI ICI 1614 DEEP ONYX/EGGSHELL (BLACK) MP'00NN 01/000 GRILLE OPENING TENANT G.G. TENANT G.C. -:: ' -° ;•. :p ' -: D J °: �A:+a ° :: p ': :: °° ? a ,� ' ' ; :' :a ' o'e:� ° „•: - _ •=: •D': : .• ' h: A ° ; :. ; ' •D' :. : : �' a •ai �: -:. -• a•: - °. -: *: • - .- p.:• . ;Ta c..p:A _ A •, .a. p •: .. • ; , a n•: p•:.:; *••c •p'�p: °� D' �_� WHITE PRIMER STOCK 'OOM TENANT G.C. TENANIT G.G. GLASS �. w �. ° ' :; :•, 4..•• r • ' : 4 • . : • • . �•` '.. ,.” • . ': . ;.:. "< ' : • • , ' • 4 •" TILE MALL, TILE CD 1/2" TK (MIN.) TEMPERED GLASS BUTT - JOINED WITH I/8" GA PS STOREFRONT GLASS TENANT GC. .G TENANT G. y FLASH PATCH AS RECTO �� CD FROSTED TEMPERED GLASS BUTT - JOINED WITH I/8 GAPS UPPER STOREFRONT GLASS ONLY WHEN REQUIR REFER TO NOTES SHEET A2.0 TENANT ac. TENANT O.G. CONCRETE SLAB TILE ` WALL FINISH WOLF CORDON CUK -S -STI DAUPHIN GREY FITTING ROOM TENANT TENANT G.G. PROJECT TITLE SOUTHCENTER MALL 304 SOUTHCENTER MALL TU KVVI LA, WA, 98185 SPACE #1560 STORE NO. q"'� 171 CD UJOLF GORDON 'SP -086 - SCUFFMASTER TO MATCH COLOUR OF MAPLE PANELS SERVICE DOOR ALCOVE TENANT G.C. TENANT G.G. CA aiD MARLITE CLEAR COATED MATCH TY MARK T E ED SSATIN "120 LIGHT GREY FRP -PI51 FIBERGLASS REINFORCED PANEL REFER TO NOTES 51-EET 42.0 CLASS 'A" RATED TENANT G.C. TENANT G.C. TENANT G.C. TENANT GC. 0 MALL TILE TO TILE SCALE TILE TO CONCRETE 3�A1Ea■ BASE DETAIL l SCALE: 3° FINISH KEY CO TOTAL PLASTICS, INC. NELPLAS'52160, COLOR STONE (MEDIUM GREY) 48" X96" X .04" ACRYLIC PANEL TOTAL PLASTICS, INC -JIM JACKSON (800) 382 -4635 PURCHASE MATERIALS, ADHESIVES ETC - FROM TOTAL PLASTICS, INC. INSTALL 'PER MFG. INSTRUCTIONS TENANT G.C. TENANT G.C. 1 /8 "I NOMINAL 1 I /S" ROOM NAME FLOORING 73..5.1. A/A CERAMIC TILE REFER TO FINISH SCHEDULE) , f ' W WALL FINISH PORTO BELLO CKRIGIO BY PORTOBELLO 18 X 18 TICIANO GROUT TO MATCH LATICRETE 11 18 STERLING SILVER CONTACT: DAMIETI HOLDER AT ASSOCIATED 2I2- 633 -0250 TENANT GC. TENANT G LINE OF TOILET ROOM W ALL BEYOND B BASEBOARD OW ARMSTRONG VINYL COMPOSITION TILE 51904• STERLING IMPERIAL TEXTURE STANDARD EXGELONI2" X 12" X I/8" NON -SALES AREAS ONLY TENANT G.G. TENANT G.C. F FLOOR FINISI -I -x A7-ROCK ROGK VINYL COMPOSITION TILE VS -249 DAISY SOLIDS (YELLOW W) DEMARCATING EMER EGRESS IN STOCK f�'1 TENANT G.G. TENANT GG. CT CEILING T'r'PE ? z _ I " X4" WOOD BASE PAINTED LP -5 SALES AREA BASE (WHEN SPECIFIED) TENANT O.C. TENANT G.C /• / //'/ METAL TRANSITION STRIP r 5 c - lluTI =R RENO -V CH CEILING HEIGHT - l-vs -i JOHNSONITE 4" VINYL PARTITION BASE US "TH. *63 'BURNT UMBER" SALES AND NON -SALES PARTITION BASE TENANT GC. TENANT G.G. - CF CEILING FINIS SHEET TITLE PER MALL CRITERIA MATCH MALL FLOORING IN COLOR, TEXTURE AN P A TT ERN. CONTACT MALL REP FOR SPECIFICATION AND AVAILABILITY, INSTALL TO CLOSURE LINE TENANT G.C. TENANT G.G. SLAB RETE VGT MISC ELLANEOUS H MISCELLANEOUS FINISH rer rev' t-u-1 f M ILLWORK MFG. I ��i ®/� �1{I R FLAN SUB —FLOOR PREPARATION CONTACT VA DESIGN JOHN BROWN e08! 54 -3000 STOREr 20NT SiGNBAND I TENANT TENANT G.C. g rir d • •, . • .' of • JUN 0 9 2808 PIT CENTER SHEET NO. ■ CONCRETE SLAB VG REQUIRED MOISTURE TESTS MUST ISE PERFORMED ON ALL CONCRETE SUB FLOORS REGARDLESS OF GRADE LEVEL OR WHETHER OR NOT THE CONCRETE IS FRESHLY POURED OR 16 CLASSIFIED AS AN OLDER SLAB. MOISTURE TESTING SHOULD BE GROUT (REFER TO FINISH SCHEDULE) PERFORMED BY ASTM F 1869 CALCIUM CI - ILORIDE TEST WITH MOISTURE LEVELS NOT TO EXCEED FIVE (5) POUNDS PER TWENTY -FOUR (24) HOURS PER ONE THOUSAND (1000) SQUARE FEET OR ASTM F 2110 IN SITE RELATIVE HUMIDITY TEST WITH READINGS WITH MOISTURE LEVELS WHEN MEASURED BY THIS METHOD, NOT EXCEED SEVENTY FIVE (15) PERCENT. A UR2ITTEN MOISTURE TEST REPORT 15 TO BE SUBMITTED TO THE FOOT LOCKER PROJECT MANAGER WITHIN (5) DAYS THE TEST GROUT DETAIL 6 TILE TO CONCRETE 3" CAI1EO■ Is ADMINISTERED. III CENTRE GRID LAYOUT IN FOOT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 -0420 PROJECT CO- ORDINATOR: r '9,teF. ., F., ' K P A U L L P A R T N E R S H I P ,? . - TORONTO ■ CALGARY • VANCOUVER 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L67 7Y8 1-888- 855 -5061 fax (905)337 -1986 -1 CL - I a e'-0" AFF. I WIDTH AND WORK OUTWARDS START GRID PATTERN WITH 1 EQ CL -1 11' -0" APP. I FULL TILE AND WORK LENGTHWISE EQ ~CL -I 11' -0" AFF GL -I 12' -6" AFF ) CL -4 a 8' -0" APP. r � Iriai - • ` "� ��� GL - 1 12' -0" AFF. 7 �_-,.. ■ ■■ II -Al2 EQ w EQ . • I MIKA — i 25 , - A1.2 Al2 � - • A2.0 ." ENGINEER ' : ".. • • M M 1 El ■■ 0 III I I _ � � ■■ A A 4' 76" $,_ 4 llp► � ineerin M Retail Engineering, Inc. 9 9 750 Brooksedge Blvd. Westerville, Ohio 43081 TEL 614.818.2323 FAX: 614.818.2337 1101111, ■ ■■ I l Tl'P- TTP _ � CL-2 a 11 -6 APP.. � � � .4 .... ' I • . - 141 I • i t - • •I I _ 1 - - i - NP B 0 �' O 1 • - • - • • 1 4 -0' • TYP. - - - - • II/ ill I T , � 2 FLUSH IM= EQ • SEAL r 2910 � c IF /�.. 5i, ((1 0 CLG. GRID •• 0 X MOUNTED FIRE 1 p . 1 _ 1 RATED METAL ACCESS PANEL W/ 1 0 CONCEALED HINGES FOR STOREFRONT A52 . . . - • - - B O • - - - -_ ` • - - • - - II _ " -' - - ® � SIGNAGE AND GRILLE ACCESS. LOCATION TO BE VERIFIED BY G.C. BANNER TRACK SYSTEM _ � 1 . - - - >- I ` - 6' -0" O.G. TYP: I . :. 1. (SEE DETAIL BELOW) 1 _ f I • 7 11 TYP. — 4 . f FIXTURES MOUNTED � 1 (CL -5 fp 13' -0" ? LIGHT FIXTURES Design in accordance this In each grid each from the horizontal REVISIONS • • ADJUST CEILING HEIGHT AS REQUIRED TO ACCOMMODATE CONFLICT WITH EXISTING DUCTWORK AT APPROX. 13' -4" APR (VHF) DIRECTLY AT UNDERSIDE OF FINISHED CEILING, TYP. ASCE STANDARD 9.6.2.6 Ceilings 9.6.2.6.2.2 Seismic Design Categories Suspended ceilings in Seismic shall be designed and installed recommendations for seismic Zones additional requirements listed in not less than 2.0 -in. (50 mm). direction, one end of the ceiling closure angle. The other end in have a 3 /4-in. (19 ram) clearance upon and be free to slide on a closure c. For ceiling areas exceeding 100011(92.9 restraint of the ceiling to the structural provided. The tributary areas of be approximately equal. LOCATED IN BACK- WRAP SURROUND For Suspended D, E, and F. Categories, E, and with the CISCA 3-4 (Ref. 9.6 -17) and subsection. orthogonal horizontal shall be attached to horizontal direction the wall and shall angle. ma), horizontal system shall be restraints shall .: . F the the shall rest J _ FOR • EVIEVUE� CODE CO MP LIANCE APPRO VED � I� ��� °. "' � NO. DESCRIPTION DATE 1. REVISED AS PER 04/09/8 LANDLORD AND CLIENT COMMENTS 2. PER LANDLORD & 06/04/8 CLIENT COMMENTS 3. PER LANDLORD 06/06/8 COMMENTS DATE; 12/17/07 SCALE: AS NOTED GROSS AREA 2,164 SQ. FT. SALES AREA: 1,272 SQ. FT. PROJECT # : 0711105 DRAWN BY: L.T. Lady �� Locker REFLECTED CEILING PLAN SCALE: 1/4" = 1' -O° REFLECTED CEILING PLAN NOTES LIGHT FIXTURE SCHEDULE CEILING TYPE SCHEDULE CL-x 43 x' -XX" APP. I EMERGENCY LIGHTS TO BE INSTALLED ON SEPARATE CIRCUIT. SMOKE/HEAT DETECTOR SPACING SHALL COMPLY WITH THE REQUIREMENT OF NFPA 12 -E_ THE INSTALLING CONTRACTOR SHALL SUBMIT A CEILING PLAN SHOWING THE LOCATION OF THE DETECTORS TO THE FIRE MARSHALL FOR APPROVAL BEFORE STARTING WOK IF REQUIRED BY LOCAL AUTHORITIES. FINISH SGHIiDULE SPEC 4 INTERIOR ELEVATIONS FOR F= WISHING PAINTING REFER TO F REQUIREMENTS. THE POSITION OF THE TRACK 15 TYPICALLY SET OUT FROM II PERIMETER WALL AS INDICATED. UPON COMPLETION of JOB, CONTRACTOR SHALL BALANCE THE AIR AND SUBMIT CERTIFIED COPY OF Al R. BALANCE REPORT TO THE TENANTS PROJECT MANAGER G.C. TO ADVISE TENANT PROJECT MANAGER OF MAX CLEAR HEIGHT IN STOCK ROOM PRIOR TO PROJECT COMMENCING. THIS 15 TO ALLOW THE HEIGHT OF THE STOCK ROOM SHELVING TO BE MAXIMIZED GC_ 31-IALL FIELD EXAMINE THE CONDITION OF EXISTING TENANT D151"IfSING PARTITIONS #EXTERIOR GLAZING WALLS AND PROVIDE FULL HEIGHT 4 FINISHED PARTITION TO UNDERSIDE OF ROOF DECK AS REQUIRED. ALL EXPOSED PARTITIONS AT SALES AREA MUST BE TAPED, 5PACKLED AND PANTED IN THEIR ENTIRETY. FIRE SPRINKLER SYSTEM: EXISTING SPACE FIRE SPRINKLER SYSTEM TO BE MODIFIED PER NEW TENANT SPACE DRAWINGS AS REQUIRED BY NfiPA STANDARDS AND LOCAL CODES. ALL AREAS TO BE ORDINARY HAZARD GROUP II OCCUPANCY WITH FIRE SPRINKLER FABRICATION DRAWINGS TO BE SUBMITTED BT TENANT FIRE PROTECTION CONTRACTOR TO BUILDING DEPARTMENT BEFORE WORK COMMENCES. ALL SPRINKLER HEADS WILL BE EILING GRID. SPRINKLER HEAD E NOTE: CENTERED C ST-METRICAL PATTERN TO ALIGN W/ CEILING ELEMENTS. CALLOW DESCRIPITION TYPE SYMBOL MANUFACTURER DESCRIPTION LAMP TYPE SYMBOL MANUFACTURER DESCRIPTION CL -I C,- -} ' 2' x 2' NON - DIRECTIONAL AGOUST, TILE: AR FINE F= ISSURED MEDIUM TEXTURE 1333, ANGLED TEGULAR EDGE, HRE GUARD CLASS 'A' PANEL ON NEW PRELUDE 15/16" EXPOSED TEE GRID a HEIGHT INDICATED ON FLANS. 1 -HR RATED CEILING. INSTALLED BY TENANT G.C. INSTALL HOLD -DOWN CLIPS AT ALL A.C.T. CEILINGS. 50 TYPE 'X' GYP. BD. ON MIL. JOISTS AT HEIGHT INDICATED ON FLAN TAPE, SPACKLE, SAND, SMOOTH AND PAIN ON E COAT SEALER, TWO COATS FINISH PER F=INISH PLAN FURNISH 4 INSTALL BY TENANT G.C. Fl SIMKAR CI- 12132511 -UNY 8l - 2 LITE TANDEM FLUORESCENT STRIP PH24661 32W TS FLUORESCENT LAMP SW JBL SJ - i: SUB WOOFER , t F1 -4 SIM K,4R CH132 -UNY -=` - 1 LITE TANDEM FLUORESCENT STRIP PH24661 32W TS FLUORESCENT LAMP SP JBL SJ -2: SPEAKER F2 F2/EM ■ ■■ sus MERCURY MERCURY 54E3 BI AX -9 -ELB 2'x2' PARABOLIC ELECTRONIC BALLAST RECESSED FIXTURE 54E34IAX- 9- EL.B/EM NIGHT/EMERGENGY LIGHT 0- B 2'x2' PARABOLIC ELECTRONIC BALLAST RECESSED FIXTURE F40BXSPX35 40W BIAX LAMP F405X5PX35 40W BIAX LAMP El 1-11G1-41._ IG1-4T MONITOR BP-- PLED -5 -R LED UNIVERSAL EXIT SIGN nor ® 9r CL -3 EXISTING EXPOSED STRUCTURAL DECK NO NEW CEILING UNLESS MANDATED BY MALL OR BLDG CODES. RD1 0 JUNO TC920- 626CWI -1 DOU.NLIGHT, WHITE FINISH PHILIPS 944182, CDM i25w/PAR38 /5P /3K PROJECT TITLE SOUTH CENTER MALL 304 SOUTHCENTER MALL TU KWI LA WA 98188 SPACE #1560 STORE NO. 461 7 1 E3 ® JUNG CH6 -226Q, 6500.1.11-1 2 -26W PLK -E COMPACT FLUORESCENT DOILNLIGHT, WHITE FINISH - EMERGENCY LIGHT PHILIPS PI-134028 PL -c 26W/35/4P E2 HIGHLIGHT HL -SO -DL SUF�ACE MOUNTED EMERGENCY LIGHT -COLOR WHITE MOUNTED AT 12 AFF OR MAX ALLOWABLE BY CODE CL -4 5/8 TYPE 'X' GYP. D. ON MTL. JOISTS AT HEIGHT INDICATED ON PL AN T S P A CKLE, " 5AND, SMOOTH AND PAINT. ONE COAT SEALER, TWO COATS FINISH PER FINISH PLAN FURNISH # INSTALL BY TENANT G .c_ UL RATED I -HOUR A4 t JUNO T294W1-1 PAR38 TR4CKHEAD, WHITE FINISH PHILIPS $144182, COM -1 25/PAR38/FL/3K SD SUPPLIED AND INSTALLED SMO1.E DETECTOR BY TENANT'S' ac. CL -5 2' x 4' NON - DIRECTIONAL ACOUST. TILE: ARMSTRONG CORTEGA'823± FIRE GUARD CLASS 'A' PANEL ON NEW PRELUDE 15/16° EXPOSED TEE GRID a HEIGHT INDICATED ON PLANS. 1 -HR RATED CEILING. INSTALLED BY TENANT GC TF2 [ D CONTECH CTL10GI2WW -WT WALL WASHER, WHITE FINISH PHILIPS *22331, CDM10/T6/830 _ = _ BANNER TRACK SYSTEM 1F CO CON-TECH *LTSP C8' LTH) CHANNEL *LT6P (6' LTH) SPRING LOADED ATTACHMENT TRACK *LT4P (4' LTH) MOUNT DIRECTLY TO LAY -IN CEILING *LT2P (2' LTH) EF ® NUTONE QTRNIIOL, RECESSED 110 CFM FAN/LIGHT UNIT WITH (I) 100 W BULB SUPPLIED AND NSTALLED BY G.C. NO COMBUSTIBLE MATERIALS ARE ALLOWED TO BE INSTALLED ABOVE ANY FINISHED CEILINGS. EX = EXISTING LIGHT TO REMAIN - VERIFY EXISTING QUANTITIES RE = EXISTING LIGHT TO BE RELOCATED - VERIFY EXISTING QUANTITIES NL = DENOTES NIGHT/EMERGENCY LIGHT LAN! D LO R D NOTES A- INSTALL BANNER TRACK SYSTEM WHERE INDICATED ON PLANS PER MANUFACTURES INSTRUCTIONS B- REFER TO PLANS FOR SIZE AND LOCATIONS. TRACK 15 SUPPLIED IN S' -0" LENGTHS AND CUT IN FIELD AS REQUIRED TO ACHIEVE SPECIFIED LENGTH. PAINT ANY CUT ENDS WHITE G- INSTALL MOUNTING HARDWARE 24" OL_ MAX AND WITHIN 12" OF ENDS D- AT SUSPENDED GRID CEILINGS SYSTEMS INSTALL MOUNTING HARDWARE DIRECTLY INTO GRID SYSTEM AND TIE WIRE TO MALL STRUCTURE ABOVE ATTACH TRACK SHEET TITLE REFLECTED CEILING PLAN RECEIVED 1 1 t i JUN 09 ; `. p MlT OENT�� SHEET NO. ■ 0 L ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM THE DECK ABOVE. 2. ALL SPRINKLER HEADS IN THE SALES AREA MUST BE CONCEALED POP -OFF COVER TYPE. W/ SHEET METAL SCREW' I■I11 Ia1111f•.■■ A.C.T. CEILING TILE f• ■..f• ■ ■..■ ALUM. BANNER TRACK FROM STOREFRONT WINDOW 4' -6" BANNER TRACK NOTES , ,1 BANNER TRACK DETAIL SCALE:1 1/0=1'-Cr _ -4 -4- ifl E x ca t31 ca x fa X al t31 cn 4' X 12' v-4" MIN. T.4.741747".04747.91ZzAreGClurAtirzoY.A • 14•597.07,91/1747.9W-17.0.1VHAFAZ9740,45SIZIOZW.6,47417M92):47.49Z9ZWISI.arafirACE1507470/45170ALIvArrAuriztli 1 X •■MMMM.a CC 4 4' X 121 ammol zzireat ,t x_12 4' X 121 2 XI2' 3 . x 12' 3'-5 X tS1 r E x x x x XX en oa vt c.4 X X X 1 1:1 pa x 2 Ca x Ea x 0-1 ca X ca X Ea Ca x x rn - 6 x X X 4' X 12' X cn REFERENCE FIXTURE DETAILS 4 FIXTURE FLAN - ARCHITECTURAL S1-4T6. A5.0, A5.1, 4 A5.2 FOR FIXTURE INFORMATION. SEE SHEET SH2.0 FOR STRUCTURAL DETAIL ING OP STOCKROOM SHELVING. X Ea X 1111 - 6 x x 4' X 12' 4' X 12' 0 ot Of Tukwila IVISION — REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 5 2008 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. j FILE ropy Permit NO. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordnafl©. Rmairt oi approved Field Copy and 1s. — is acknolted9 e. By Date: City of Tukwila BUEniNG DIVISION RECEIVEI APR 2 8 2008 PERMIT CENTEF-1 REVISION FIXTURE PLAN SCALE: 3/1 = 1 -0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714-0420 PROJECT CO-ORDINATOR: 444 rOlf i r AUL TORONTO • CALGARY • VANCOUVER 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 1-888-855-5061 PARTNERSHIP fax (905)337-1986 ENGINEER 25115 AVENUE STANFORD SUITE B 125 VALENCIA CA 91355 Phone: 661-287-5800 Fax: 661-287-5855 www.structuralconsulting.com engineering consultants "structural engineering services, nationwide EXPIRES 1.30.10 NO. REVISIONS DESCRIPTION DATE Lady Foot Locker PROJECT TITLE SOUTHCENTER MALL 304 SOUTHCENTER MALL TUKWILA, WA, 98188 SPACE #1560 STORE NO. 461 71 SHEET NO, SHEET TITLE STORAG SHELVI\ PLAN DATE: 12/17/07 SCALE: AS NOTED GROSS AREA: 2,164 SQ. FT. SALES AREA: 1,272 SQ. FT. PROJECT # : 0711105 DRAWN BY: L.T. 4' X 12' _ -4 -4- ifl E x ca t31 ca x fa X al t31 cn 4' X 12' v-4" MIN. T.4.741747".04747.91ZzAreGClurAtirzoY.A • 14•597.07,91/1747.9W-17.0.1VHAFAZ9740,45SIZIOZW.6,47417M92):47.49Z9ZWISI.arafirACE1507470/45170ALIvArrAuriztli 1 X •■MMMM.a CC 4 4' X 121 ammol zzireat ,t x_12 4' X 121 2 XI2' 3 . x 12' 3'-5 X tS1 r E x x x x XX en oa vt c.4 X X X 1 1:1 pa x 2 Ca x Ea x 0-1 ca X ca X Ea Ca x x rn - 6 x X X 4' X 12' X cn REFERENCE FIXTURE DETAILS 4 FIXTURE FLAN - ARCHITECTURAL S1-4T6. A5.0, A5.1, 4 A5.2 FOR FIXTURE INFORMATION. SEE SHEET SH2.0 FOR STRUCTURAL DETAIL ING OP STOCKROOM SHELVING. X Ea X 1111 - 6 x x 4' X 12' 4' X 12' 0 ot Of Tukwila IVISION — REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 5 2008 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. j FILE ropy Permit NO. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordnafl©. Rmairt oi approved Field Copy and 1s. — is acknolted9 e. By Date: City of Tukwila BUEniNG DIVISION RECEIVEI APR 2 8 2008 PERMIT CENTEF-1 REVISION FIXTURE PLAN SCALE: 3/1 = 1 -0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714-0420 PROJECT CO-ORDINATOR: 444 rOlf i r AUL TORONTO • CALGARY • VANCOUVER 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 1-888-855-5061 PARTNERSHIP fax (905)337-1986 ENGINEER 25115 AVENUE STANFORD SUITE B 125 VALENCIA CA 91355 Phone: 661-287-5800 Fax: 661-287-5855 www.structuralconsulting.com engineering consultants "structural engineering services, nationwide EXPIRES 1.30.10 NO. REVISIONS DESCRIPTION DATE Lady Foot Locker PROJECT TITLE SOUTHCENTER MALL 304 SOUTHCENTER MALL TUKWILA, WA, 98188 SPACE #1560 STORE NO. 461 71 SHEET NO, SHEET TITLE STORAG SHELVI\ PLAN 2'X12' 4' X 12' 4' X 12' 4' X 12' 4' X 12' 2'X12' 4' X 12' 4' X 12' 4' X 12' 4' X 12' _ -4 -4- ifl E x ca t31 ca x fa X al t31 cn 4' X 12' v-4" MIN. T.4.741747".04747.91ZzAreGClurAtirzoY.A • 14•597.07,91/1747.9W-17.0.1VHAFAZ9740,45SIZIOZW.6,47417M92):47.49Z9ZWISI.arafirACE1507470/45170ALIvArrAuriztli 1 X •■MMMM.a CC 4 4' X 121 ammol zzireat ,t x_12 4' X 121 2 XI2' 3 . x 12' 3'-5 X tS1 r E x x x x XX en oa vt c.4 X X X 1 1:1 pa x 2 Ca x Ea x 0-1 ca X ca X Ea Ca x x rn - 6 x X X 4' X 12' X cn REFERENCE FIXTURE DETAILS 4 FIXTURE FLAN - ARCHITECTURAL S1-4T6. A5.0, A5.1, 4 A5.2 FOR FIXTURE INFORMATION. SEE SHEET SH2.0 FOR STRUCTURAL DETAIL ING OP STOCKROOM SHELVING. X Ea X 1111 - 6 x x 4' X 12' 4' X 12' 0 ot Of Tukwila IVISION — REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 5 2008 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. j FILE ropy Permit NO. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordnafl©. Rmairt oi approved Field Copy and 1s. — is acknolted9 e. By Date: City of Tukwila BUEniNG DIVISION RECEIVEI APR 2 8 2008 PERMIT CENTEF-1 REVISION FIXTURE PLAN SCALE: 3/1 = 1 -0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714-0420 PROJECT CO-ORDINATOR: 444 rOlf i r AUL TORONTO • CALGARY • VANCOUVER 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6J 7Y8 1-888-855-5061 PARTNERSHIP fax (905)337-1986 ENGINEER 25115 AVENUE STANFORD SUITE B 125 VALENCIA CA 91355 Phone: 661-287-5800 Fax: 661-287-5855 www.structuralconsulting.com engineering consultants "structural engineering services, nationwide EXPIRES 1.30.10 NO. REVISIONS DESCRIPTION DATE Lady Foot Locker PROJECT TITLE SOUTHCENTER MALL 304 SOUTHCENTER MALL TUKWILA, WA, 98188 SPACE #1560 STORE NO. 461 71 SHEET NO, SHEET TITLE STORAG SHELVI\ PLAN j EV'iE NED FOR CODE COMPLIANCE APPROVED MAY - 5 NOB City Of Tukwila 8 ILDIN ..aIVIsxo RECEIVE[ APR 282008 PERMIT CENTEL FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 -0420 PROJECT CO-ORDINATOR: r U ' TORONTO • CALGARY • V A N C O U V E R 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6.1 7Y8 1- 888 -855 -5061 P A R T N E R S H I P fax (905)337 -1986 ENGINEER 'structural engineering services, nationwide' 25115 AVENUE STANFORD SUITE B 125 VALENCIA CA 91355 Phone: 661 - 287 -5800 Fax: 661- 287 -5855 www.structuralconsulting.com engineering consultants NO. REVISIONS DESCRIPTION DATE Lady Foot Locker PROJECT TITLE SOUTHCENTER MALL 304 SOUTHCENTER MALL TUKWILA, WA, 98188 SPACE #1560 STORE No. 46171 SHEET NO. SHEET TITLE STORAGE SHELVI \C DETAILS 1 ( .. 3 v U U U U T —POST , U U SCALE: 0 GROSS AREA: 1 1 / h t? t? U L —POST 1 J J Oil U �z PROJECT # : 0711105 DRAWN BY: L.T. -/•> o sli , I J g E ol 5 Pp I�G 1 3 32 \ -F' g n 0 ° q u . > •' I � G E LV 5 Po " \ iiiiii__.--"' - 11> U l e �` ..,,,,. ! ..� 14 ■ G A. sc0 r r il Cp CD CD CD 1 /4.,0 TEK SCREW g n V 0 -� • 014 �� ., ,. ....)----- ....„,..„ .. I �© 1� SGR t _ - TES � © "' 1 /4'0 R E� ... 4. t . + . • I r -- l ll "S o. I l "T" POST COL. B.PL. "L" POST COL. B.PL. 1 /4"0 RIVET ASTM A345 -79 DOUBLE \ RIVET 14 GA. 14 GA. 2- 1/4"0 ANCHOR BOLTS 1 -1/4 "0 ANCHOR BOLT 2" EMB. (SEE NOTE NO. 3) 2" EMB. (SEE NOTE NO. 3) t=1 4 GA. 14 GA. POST (1 BEAM CONNECTION (2 BEAM CONNECTION (3� BASE PLATE DETAIL (FIXED SHELVING) (4� # 12 TEK SCREW EACH SIDE OF POST OR TO THE POST oel � L o 1" THICK PLASTIC BRAKE SPACER /- CORNER BRACE 13 4 n (I Q 4 . \ \ O O 1 1 I I in co \ 0 0 C LG U WEL SHELVING BEAM I 1 - - ...._� Q v Q Q J CcOiLta 0 , � NI �L �- \ j, .54" � 1/4"o EXISTING STUD WALL o • 1 j, "5" & GUIDE CONN. RIA • X 4 g g q 9 Q Q Q Q Q I I GUIDE ANTI —TIP - ® -.:.. 1 O RUBBER STOP SREQUIRED SHELVING BEAM # 12 TEK SCREW TEK SCREW SHELVING BEAM TO THE WALL WALL STUD A E : SHELVING POST CONNECTED TO CARRIAGE 4 WITH (2) -1/4 "0 TEK SCREWS PER POST (� I I PRESS WITH FOOT TO SET 1 /4"0 BOLT IN TRACK ANTI — TIP PRESS WITH FOOT :: ���'. TO RELEASE :, * C •i• NP 1 1 / S" IN TRACK ANTI—TIP FOOTBRAKE 'L � pA i RUBBER STOP �I � . ti Q o co w\ ��.•. \ w� ' • o` GUIDE 00 C7dOPo 7CZC_C+aaao � \ � O. % % � � , � \ L �i� c ol r Alp FRONT VIEW SIDE VIEW a I ` 2 1 / j, SECTION A —A 11 = 5 1 /8 " OR SHELVING POST E NS 1/4 "0 ANCHORS 2" EMB. TOP TIE 13" o.c. (SEE NOTE NO. 3) 12" DEEP SINGLE SHELVING WALL CONN. ( CARRIAGE AND TRACK ASSEMBLY SECTION A —A (6) FOOT BRAKE (7) 12" 12" 36" 12" 12" 12" 1r 3 , .ak g�� OF —. Q �1 �I Q II " 24.. NOTES: 1— DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS THE WASHING STATE BUILDING CODES 2 —STEEL FOR ALL SHAPES FY =36 KSI. ASTM A570 -85 GR.36 (EXCEPT AS NOTED) 3— ANCHORS WEDGE TYPE, RAMSET REDHEAD (NO SPECIAL INSPECTION 4— CONCRETE SLAB 5" THICK 3000 PSI. SOIL BEARING CAPACITY 500 PSF S— STORAGE SHELVING CAPACITY 1 DO # / 6 —ALL SHELVING INSTALLATIONS AND SHELVING MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF 100 #/ LEVEL 0 IMIM . • . (8) [ 3 36" & 24" 2 g �-� ) Q IG � 5 � � o I / / 24" 0 TOP TIE © SINGLES \ TOP TIE @ SINGLES , , -® g © o _ 0 a rsi BOLTED 2 PLACES r BA CK /BACK O d d 0 go 1 : 1 3 3 (2)- -1 "0 TEK FIXED MOBILE SCREWS PER POST FIXED SHELVING MOBILE SHELVING j EV'iE NED FOR CODE COMPLIANCE APPROVED MAY - 5 NOB City Of Tukwila 8 ILDIN ..aIVIsxo RECEIVE[ APR 282008 PERMIT CENTEL FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 -0420 PROJECT CO-ORDINATOR: r U ' TORONTO • CALGARY • V A N C O U V E R 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6.1 7Y8 1- 888 -855 -5061 P A R T N E R S H I P fax (905)337 -1986 ENGINEER 'structural engineering services, nationwide' 25115 AVENUE STANFORD SUITE B 125 VALENCIA CA 91355 Phone: 661 - 287 -5800 Fax: 661- 287 -5855 www.structuralconsulting.com engineering consultants NO. REVISIONS DESCRIPTION DATE Lady Foot Locker PROJECT TITLE SOUTHCENTER MALL 304 SOUTHCENTER MALL TUKWILA, WA, 98188 SPACE #1560 STORE No. 46171 SHEET NO. SHEET TITLE STORAGE SHELVI \C DETAILS DATE: 12/17/07 SCALE: AS NOTED GROSS AREA: 2,164 SQ, FT. SALES AREA: 1,272 SQ. FT. PROJECT # : 0711105 DRAWN BY: L.T. j EV'iE NED FOR CODE COMPLIANCE APPROVED MAY - 5 NOB City Of Tukwila 8 ILDIN ..aIVIsxo RECEIVE[ APR 282008 PERMIT CENTEL FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE 170 IRVING, TEXAS 75062 PHONE: (972) 714 -0420 PROJECT CO-ORDINATOR: r U ' TORONTO • CALGARY • V A N C O U V E R 2660 Sherwood Heights Dr. Suite 200, Oakville, Ontario, L6.1 7Y8 1- 888 -855 -5061 P A R T N E R S H I P fax (905)337 -1986 ENGINEER 'structural engineering services, nationwide' 25115 AVENUE STANFORD SUITE B 125 VALENCIA CA 91355 Phone: 661 - 287 -5800 Fax: 661- 287 -5855 www.structuralconsulting.com engineering consultants NO. REVISIONS DESCRIPTION DATE Lady Foot Locker PROJECT TITLE SOUTHCENTER MALL 304 SOUTHCENTER MALL TUKWILA, WA, 98188 SPACE #1560 STORE No. 46171 SHEET NO. SHEET TITLE STORAGE SHELVI \C DETAILS