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Permit D11-093 - WESTFIELD SOUTHCENTER MALL - FOOTLOCKER / CCS - TENANT IMPROVEMENT
CCS 974 SOTJTHCENTER MALL Dl 1 -093 City okukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206. 431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 974 SOUTHCENTER MALL TUKW Suite No: Project Name: CCS Permit Number: Issue Date: Permit Expires On: D11 -093 05/12/2011 11/08/2011 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: KENT FAHEY Address: 3019 HOLLINWELL DR , KATY TX 77450 Contractor: Name: L & L RETAIL CONSTRUCTION LLC Address: 3750 W MAIN ST STE 4A , NORMAN OK 73072 Contractor License No: LLRETCL954QQ Phone: 800 - 556 -8641 Phone: 405 360 -2775 Expiration Date: 11/30/2011 DESCRIPTION OF WORK: EXTERIOR AND INTERIOR ALTERATION OF AN EXISTING RETAIL LEASE SPACE Value of Construction: $100,000.00 Fees Collected: $2,496.96 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: II-B Occupancy per IBC: 0019 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11 -093 Printed: 06 -20 -2011 • • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: (e-)-O-1I I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature() 1�V� Print Name: • t� J Date: This permit shall become null and void if the workidnot commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: 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. doc: IBC -7/10 011 -093 Printed: 06 -20 -2011 7: All plumbing and gas piping work shall bar pected and approved under a separate pe issued by the City of Tukwila Building Department (206- 431 - 3670). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: 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) 13: 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) 14: 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) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: 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) 22: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 nun) 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) doc: IBC -7/10 D11 -093 Printed: 06 -20 -2011 23: Exit signs shall be illuminated at all tim o ensure continued illumination for a durati f not less than 90 minutes in case of primary power loss, the umination means shall be connected to an rgency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1 .3) 24: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 25: 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) 26: 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) 27: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 28: 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. (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 29: Local U.L. central station supervision is required. (City Ordinance #2051) 30: 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) 31: 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) 32: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 33: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 34: 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. 35: Post address on storefront per approved Westfield standards. 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 39: SEPARATE APPLICATION MUST BE MADE FOR SIGNS. SIGNAGE SHOWN ON PLANS IS NOT APPROVED. doc: IBC -7/10 D11-093 Printed: 06 -20 -2011 City Aukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 974 SOUTHCENTER MALL TUKW Suite No: Project Name: CCS Permit Number: D11 -093 Issue Date: 05/12/2011 Permit Expires On: 11/08/2011 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: KENT FAHEY Address: 3019 HOLLINWELL DR , KATY TX 77450 Contractor: Name: HORIZON RETAIL CONST INC Address: 1516 S GREEN BAY RD , RACINE WI 53406 Contractor License No: HORIZRC072N5 Phone: 800 - 556 -8641 Phone: Expiration Date: 04/15/2013 DESCRIPTION OF WORK: EXTERIOR AND INTERIOR ALTERATION OF AN EXISTING RETAIL LEASE SPACE Value of Construction: $100,000.00 Fees Collected: $2,433.96 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: II -B Occupancy per IBC: 0019 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11 -093 Printed: 05 -12 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N • • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: JMD Date: 5 / 2—// This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: 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. doc: IBC -7/10 D11-093 Printed: 05 -12 -2011 7: All plumbing and gas piping work shall bear ected and approved under a separate per sued by the City of Tukwila Building Department (206- 431 - 3670). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: 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) 13: 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) 14: 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) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: 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) 22: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) doc: IBC -7/10 D11-093 Printed: 05 -12 -2011 23: Exit signs shall be illuminated at all time ensure continued illumination for a duratio�ot less than 90 minutes in case of primary power loss, the si umination means shall be connected to an gency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 24: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 25: 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) 26: 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) 27: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 28: 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. (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 29: Local U.L. central station supervision is required. (City Ordinance #2051) 30: 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) 31: 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) 32: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 33: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 34: 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. 35: Post address on storefront per approved Westfield standards. 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 39: SEPARATE APPLICATION MUST BE MADE FOR SIGNS. SIGNAGE SHOWN ON PLANS IS NOT APPROVED. doc: IBC -7/10 011 -093 Printed: 05 -12 -2011 • • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 0 Tukwila, W 98188 Contact / Appd, - a i.tukwila.wa.us Kent Fahey 800- 556 -8641 Fax 281 -579 -2227 ahO�ons and plans must be complete in order to be accepted for plan review. rtlpexmit@y Applications will not be accepted through the mail or by fax. * *Please Print ** 0 Building Permit No. bk‘ -Qi 3 Mechanical Permit No. Li ,' Plumbing /Gas Permit No. "-K (t'- OSS- Public Works Permit No. Project No. (For office use only) SITE LOCATION Site Address: Tenant Name: \` King Co Assessor's Tax No.: Suite Number: 3OO Floor: C.e Property Owners N Mailing Address: New Tenant: Yes D..No City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Mailing Address: `et [Ant�k M�J61a. E -Mail Address: Day Telephone: 92,0Y-SS(p —L,9Lot, 1 City State Zip Fax Number: 2-$( -S- -S 22"2_ -1- GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: -T-13 Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: 'T't C 2-t 00 jr- Gt -f--t t ru 1243:" Mailing Address: 50Z yC.LITL9 Contact Person: t2-11 %NM r. MS- 0- 44 -k.-4-0 City State Zip -N-t i c -d -p t,1cz 7C -GLt C O Day Telephone: 4:1-3---(0C1 7-O2.ZZ Fax Number: 9"3-3 -(oci 2 —0 Z-Z-3 E -Mail Address: ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: 7° I4i Mailing Address: Contact Person: City State Zip Day Telephone: E -Mail Address: Fax Number: H \Applications \Forms - Applications On Line \20111 Apphcations \7 -2010 - Permit Application.doc Retised. 7- 2010 bh Page 1 of 6 e • BUILDING PERMIT INFORMATION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ / 00( p© 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? X....Yes ❑ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No if "yes ", explain: Fl TECTION/HAZAI3DOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of Flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ Applications \Fors- Applications On Line \20111 Apphcations\7 -21110 - Permit Applicalion.doc Rel ised. 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 239-2_ 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No if "yes ", explain: Fl TECTION/HAZAI3DOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of Flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ Applications \Fors- Applications On Line \20111 Apphcations\7 -21110 - Permit Applicalion.doc Rel ised. 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Mailing Address: Date: vi L Day Telephone: 2OO SS Co `*Yak -1 City Date Application Accepted: Let Date Application Expires: H:\ Applications \Fonns - Application On Line \2010 Applications \7 -2010 - Permit Application doc Re%ised: 7 -2010 bh tate Staff Initials: Zip Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D11 -093 Address: 974 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 04/08/2011 Applicant: CCS Issue Date: 05/12/2011 Receipt No.: R11 -01253 Initials: User ID: Payee: WER 1655 Payment Amount: $63.00 Payment Date: 06/20/2011 09:15 AM Balance: $0.00 L & L RETAIL CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 40479 63.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receiot -06 Printed: 06 -20 -2011 • • City of Tukwila `y 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.tulcwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: D11-093 Address: 974 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 04/08/2011 Applicant: CCS Issue Date: Receipt No.: R11 -00960 Initials: User ID: LAW 1632 Payment Amount: $1,476.90 Payment Date: 05/12/2011 01:41 PM Balance: $0.00 Payee: HORIZON RETAIL CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 213708 1,476.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,476.90 1,472.40 4.50 doc: Receiot -06 Printed: 05 -12 -2011 Ci� 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: /hvww. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: R11 -00684 Initials: Payment Date: 04/08/2011 User ID: 1655 Total Payment: 1,025.18 Payee: RETAIL PERMIT SERVICES INC SET ID: 040811 SET NAME: CCS SET TRANSACTIONS: Set Member D11 -093 M11 -045 PG11 -055 TOTAL: Amount 957.06 56.31 11.81 957.06 TRANSACTION LIST: Type Method Description Amount Payment Check 1372 1,025.18 TOTAL: 1,025.18 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,025.18 TOTAL: 1,025.18 ( 1 1 ,'+�� + 1 + . 1 1 1 l 1 �, 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit vc 3 'PERMIT It- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: iV Address: 979 cs. (i. /,'4 /f Date Called: Special Instructions: Date Wanted: _ // Requester: Phone No: 9ag 375 - / /S7 IS\ Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: f eriFlJGFA',Y L ;GMT,�.J5 14-C/1-7; I C i /1----•A/4/ (,1,,-14,.0y 4PPRo✓4., 60.00 REINSPECTI • N FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceipt No.: Date: ..7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 41) Project: ()U. LOC'1,cr? Type of Inspection: G LA L,,\% (.-‘(.1pc— t C%n) t Li! /A.)G Address: ri1kI ,,1 At I. Date Called: Special Instructions: Date Wanted: G- 1- 1 1 (tea n. p.m. Requester: Phone No: EApproved per applicable codes. Corrections required prior to approval. COMMENTS: r�i �-� LASS 1 1 A S 10 v(1 t, F ., rl f r- 1 c e � i 8.'k, f- r.J F 4/ c (.-‘(.1pc— t C%n) t Li! /A.)G FL ''r-1/.e.a! �i V1(- ,`.1Yfe41 REINSPECTION FEE REQUIRFO. Pri q�r to inspection, fee must be t 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: Date: INSPECTION RECORD ,1 • Retain a co py with permit 1.) / %cS 3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ,. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: FOOT Oe/Le Type of Inspection: Address: / Date Called: Special Instructions: Date Wanted: / V / / (a.nr. p.m. Requester: Phone No I�,Qpproved per applicable codes. El Corrections required prior to approval. COMMENTS: IMAAM Date: 7- /49-(/ E EIJSPECTION FEE REQUI D. Prior to xt inspection. fee must be d at 6300 Southcenter B17. Suite 100. all to schedule reinspection. ^ a ra w a : rl S �t rr y -.r-"' ,rrr!�•... P,.-F..p • � •r s� 0.1r:.:.. TF:•.s. INSPECTION RECORD Retain a copy with. permit INSPECTION NO. i)//-05- 4 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Imo' (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: A57� (7 f Type of Inspection: ...r-G(.r3 Address: 7 74/ /319// Date Called: Special Instructions: Date Wanted: Crrrsr ,a /g- // p.m. Requester: Phone No: ek)6 —375-//9-7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: �2 Datl ! ^ ru t PECTION FEE REQUIRED. Prior o next inspection. fee must be t 6300 Southcenter Blvd., Suite 0. Call to schedule reinspection. INSPECTIO NO INSPECTION RECORD • Retain a copy with permit It -43 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Ii -(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 �''J i Project: Type Inspection: Address: ei SC 1Q � Instructions: Date Called: Date ,( Special Date Wanted: a.m. Requester: Phono:8, .... 3 .7s_1i77 DApproved per applicable codes. Corrections required prior to approval. COMMENTS:? A , r I 1= R t vJ &_ Cep l ,■ ,( 1 '''''IA� e 6k -1- 6 F\I .t°e -I/ (1 1 C'v✓ �(.." L to All t ,,it(IA- 1:NJ A,, Dvivi e) Oso _,\"...\-iksri., rkz00 PECTION FEE REQ RED. Prior /to next inspection, fee must be at 6300 Southcenter =vd., Suite Y00. Call to schedule reinspection. I... ..INSPECTION RECORD . Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 '643'. Projec6 a I - � ,- TYpw Inspection: 5 K Lii ) ilk*: fY) At\ 43Orr1----: tT Lk) g Addrr t s C j A / Date Called: $ervorki9 A.J (8 I' •L3dTAA t S Special Instructions: Date Wanted __ c mJ , P.m. Requester: • Phone No: X4 —5-7 -7432 Approved per applicable codes. Iorrections required prior to approval. COMMENTS: Lii ) ilk*: fY) At\ 43Orr1----: tT Lk) g (11151 SE, P.. - f5;A84-x site Is- - 1 Lf $ervorki9 A.J (8 I' •L3dTAA t S tt~4 ;el e e 0"cite% (lei.,,....{-, -N/°- A-11 e t Sl, F- G-A- LAI A o lay + e r IIpecto . EII�SPECTION FEE RE�UIRED. Prior to next inspection.' fee must be • • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' • INSPEC ON NO. ' rfra- Mfr. -,j0.V.Vr.-". • •• 5rP551"*. . 1 • INSPECTION RECORD Retain a copy with permit o PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: —rid CICE-4— d Type of Inspection: 4-77\ VI A-f 1 -1--'Si ( Addirtekii 5( AAALL. Date Called: Special Instructions: Date Wantedi 7 , ---—•.a),,, f / P.m. Requester: Phone No: nApproved per applicable codes. El Corrections required prior to approval. COMMENTS: .p A 1.--t VJ AA( :11-1.A.guLATie-ki ApvikArg: - 411 k vvt ,00 • 4 -1 • 3 . . • • • RE IISPECTION FEE RE UIRED. Prior to ext inspection. fee • ust be : id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. :• • •. • •01 •.: ' • • 1 Date: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION •RECORD, Retain a copy with perrnit "' PERMIT Project: F06-r-Loct•te re Type of Inspection: T: R 414/rEN Address: C1-71^1 Sal rni-OF ktrf 12„ tvl Date Called: A Li_ . . Special Instructions: Date Wanted: -7-5-ii a.m. Requester: Phone No: So isPo -376 --/IS 7 0 Approved per applicable codes. D Corrections required prior to approval.. COMMENTS: c"" k R eNk±f. AA 11 1,kie(t. cRJ (1,14)&1 --I e' 1 i itt■-14cle---4/ . • .. "N. Inspe4 rnREI pal Dat SPECTION FEE REQUIR at 6300 Southcenter D. Prior to ext inspection. fee . Suite 100. all to schedule reinspeOlon, • , • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit • \1 -5 -t43 . 2009 Washin ton State Ener Code Com.liance Form for Nonresidential and Multifamil Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address Southcenter Mall Date 5/11/2011 639 Southcenter Parkway, Space 8300 For Building Department Use �+ � �a eibv Tukwila, WA, 98188 Applicant Name: Nicholas J. Tricar icoI Applicant Address: 602 Valley Road, Wayne, NJ 07 470 Applicant Phone: 973 - 692 -0222 Project Description • New Building • Addition Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option a Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plan: Alteration Exceptions (check appropriate box - sec. 1132.3) 1.00 not changed • No changes are being made to the lighting and space use • Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan/room #) Occupancy Description Allowed Watts per fl2'. gross lntenor Area in f? Allowed x Area Sales Area Sales Area - Retail 1.33 1784 2373 Allowance - Clothing Display 1.40 575 805 2460 Retail Allowance 1.00 1000 1000 630 Stock Area - Warehouse 0.50 475 238 384 Corridor, Toilet Room - Common Areas 0.80 123 98 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watt Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Sales Area J6 - Recessed Downlight - Metal —= ._ ,P 2 25 50 THC - Track Head - Current Limiting i E JlE% t Ea , FOR 1 2460 2460 Alb - Pendant - Compact Fluoresce (CODE COW-PLIANC -: 42 630 F3 - 2 Lamp Linear Fluorescent �//- CVED 6 64 384 Fitting Room J6 - Recessed Downlight - Metal H 1 ide 3 25 75 f 0 3T4 - Suspended Lamp - Compact Fl oreacenJUIV 0 1 ' u +, 2 100 200 Stock Area F1 -4 - 1 Lamp Linear Fluorescent 4 64 256 Sales Area A4 - Recessed Multi Head Lamp - City sY 3 117 351 Stock Area Existing 2'x4' Fluorescent O_♦ ®• • tf Tukwila ��� 1 75 75 Toilet Rm Existing Fan /Light Combo BUILDI�� riwrrlqlnna 1 32 32 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Wa Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of tr multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. REVISION NO 1 b i 0 q 3 RECEIVED MAY 19 2011 PERMITCENTER • 2009 Washin ton State Ener Code Compliance Form for Nonresidential and Multifamil Residential • Project Summary • PRJ -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address Southcenter Mall Date 4/1/2011 639 Southcenter Parkway, Space 6300 For Building Department Use Tukwila, WA, 98188 Applicant Name: Nicholas J. Tricarico Applicant Address: 502 Valley Road, Wayne, NJ 07 470 Applicant Phone: 973- 692 -0222 i REVIEWED FOR CODE COMPLIANCE , APPROVED MAY 0 3 2u1 City of Tukwila BUILDING DIVISION I 0 1 3 ..PILE COPY ^y RECEIVED APR 08 2011 PERMIT CENTER 2009 Washin ton State Ener Code Com.liance Form for Nonresidential and Multifamil Residential • • Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address Southcenter Mall Date 4/1/2011 639 Southcenter Parkway, Space #300 For Building Department Use Tukwila, WA, 98188 Applicant Name: Nicholas J. Tricar ico Applicant Address: SO2 Valley Road, Wayne, NJ 07 470 Applicant Phone: 973- 692 -0222 Project Description • New Building • Addition • Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option • Prescriptive 0 Lighting Power Allowance (See Qualification Checklist (over). Indicate Prescriptive & LPA 0 Systems Analysis spaces clearly on plan: Alteration Exceptions (check appropriate box - sec. 1132.3) not changed • No changes are being made to the lighting and space use • Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per 112.. gross interior Area in fiz Allowed x Area Sales Area Sales Area - Retail 1.33 1784 2373 Allowance - Clothing Display 1.40 575 805 Retail Allowance 1.00 1000 1000 Stock Area - Warehouse 0.50 475 238 Fitting Room Corridor, Toilet Room - Common Areas 0.80 123 98 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watt 4514 Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Sales Area J6 - Recessed Downlight - Metal Halide 2 25 50 THC - Track Head - Current Limiting Panel 1 2460 2460 A16 - Pendant - Compact Fluorescent 14 42 588 F3 - 2 Lamp Linear Fluorescent 6 64 384 Fitting Room J6 - Recessed Downlight - Metal Halide 3 25 75 ST4 - Suspended Lamp - Compact Fluorescent 2 100 200 Stock Area F1-4 - 1 Lamp Linear Fluorescent 8 32 256 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed W 4013 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of tr multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. 2009 Washin ton State Ener Code Com•liance Form for Nonresidential and Multifamil Residential Interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage • Other QualiQualification Checklist fication Lighting 0.85 o • Check if 95 /o or more of fixtures comply with 1.2 or 3 and rest are ballaste Note: If occupancy type is 'Other and fixture answer is checked, the number of Fixtures (Section 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, fixtures in the space is not limited by Code. 1521) c) 5 -60 watt T -1, T -2, T -4, T -5, T -8, or CFL lamps, and d) hard -wired electronic Clearly indicate these spaces on plans. If Penitentiary and other Group 1 -3 Occupancies dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. not qualified, do LPA Calculations. 1.20 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic belles 0.90 Dormitory 3. LED lights. TABLE 15 -1 Unit Liahtina Power Allowance (LPA Use' LPA` (Wlft`) Use' LPA` (W /ft`) Automotive facility 0.85 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants /bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retaili0, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.20 Transportation 0.80 Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies' (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w /ft2 may be used. 8) Reserved. 9) For indoor sport toumament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three -quarter- height partitions (transparent or opaque) and lighting for free- standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of fumiture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories I, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, 2009 Washington Motor, and Transformer Permit Plans Checklist LTG -CHK State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address Southcenter Mali Date 4/1/2 011 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Require( Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local control /access Schedule with type, indicate locations E2.0 Yes 1513.2 Area controls Maximum limit per switch 82.0 No 1513.3 Daylight zone control Schedule with type and features, indicate locations N.A. vertical glazing Indicate vertical glazing on plans N.A. overhead glazing Indicate overhead glazing on plans Yes 1513.4 Display /exhib /special Indicate separate controls 83.0 N.A. 1513.5 Exterior shut -off Schedule with type and features, indicate location N.A. (a) timer w /backup Indicate location N.A. (b) photocell. Indicate location Yes 1513.6 Inter. auto shut -off Indicate location Yes 1513.6.1 (a) occup. sensors Schedule with type and locations 82.0 Yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans E2.0 No 1513.7 Hotel /motel controls Indicate location of room master controls No 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) Yes I 1514 Max. watts Ilndicate watts for each exit sign 182.0 LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture type lamps, ballasts, watts per fixture N.A. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) N.A. 1511 Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency I TRANSFORMERS (Section 1540) N.A. I 1540 (Transformers Ilndicate size and efficiency 1 1 If "no" is circled for any question, provide explanation: To: TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect Tukwila Building Division Department of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 Project: CCS Address: 300 Southcenter Mall Tukwila, WA 98188 • 5/13/11 To Whom It May Concern: Please be advised that the attached sheets for the CCS store, at Southcenter Mall, have been revised and re- submitted to address landlord and owner comments. Revision includes changes to exterior and interior storefronts, ceiling and lighting plan, and floor fixture plan. Each sheet has been clouded with a delta tag inscribed revision #1. Please see below sheets affected and description of changes: Sheet No. Revision Description G1.0 List of Drawings - Updated the revision drawing list. Responsibility Schedule & Notes - Revised line items as indicated. Project Directory - Revised Landlord Information. D1.0 Demolition Plan - Added barricade location and landlord note. - Added note regarding existing soffit. Exterior Demolition Elevation - Added note regarding framing. A1.0 Construction Plan - Relocated and revised wall fixtures in sales area per design changes. - Revised exterior storefront construction. - Revised strapping types and dimensions as per changes. Construction Notes - Added Construction Note #15. Door and Frame Schedule - Revised remarks at door #5X. Hardware Sets - Revised set No.5. Door Hardware Notes - Revised note #9. A1.2 7B Column Enclosure Detail RECE - Revised base size and removed cork finish. Deck Wall Framing - Adjusted wall dimension per plan changes. REVISION Na L vow 09 3 VED MAY 19 2011 CENTER Al h3 • 4 ,1 Fitting Room Planes - Revised location of fitting room fixtures. A2.0 1 Storefront Elevation - Revised glazing and channels per landlord comments. - Added blade sign at interior. - Added sign at exterior. 2 Storefront Plan - Revised plan and added show window at exterior storefront side. 3 Storefront Ceiling Plan - Revised lighting and ceiling heights in display windows. - Revised sales area lighting and ceiling fixtures layout per design changes. 4 Plan Detail - Revised build -out as shown. 6 Plan Detail - Revised detail per plan changes. A2.1 Storefront Notes - Added landlord note. 1 Section at Glazing - Revised section per landlord comments. 10 Section at Glazing - Revised glazing head and channel per landlord comments. A2.2 Revised all details per design changes. A2.3 1 -4 Sections - Revised sections per plan changes. Added details 5 -7 per design changes. A2.4 Added sheet to set (renumbered details and revised blade sign detail). A3.0 Finish Plan - Modified graphic location at fitting room. - Removed cork finish at column. - Added graphic tags at storefront. - Revised walk -off mat size and location. - Added finish tags at new wall areas. A4.0 1 -7 Interior Elevation - Revised elevation as indicated. Added 8 Community Wall Elevation to sheet. A5.0 Fixture Plan - Added landlord note referring to fixtures. - Relocated and revised floor fixtures in sales area per design changes. Fixture Schedule - Updated fixture schedule per plan changes. A5.1 3 Section at Accessories - Revised detail as indicated. 6 Mounting Detail - Revised detail as indicated. 7 Mounting Detail - Revised detail as indicated. 8 Detail of Metal Banding at Denim Wall - Revised detail as indicated. • ' 2 ' : Cashwrap Front E - Revised detail as indicated. Cashwrap Plan - Revised detail as indicated. Pegboard Details - Revised detail and dimensions as indicated. Cashwrap Front Elevation Fixture Plan - Revised detail as indicated. Deckwall Plan View - Revised detail and dimensions. A6.0 Reflected Ceiling Plan - Revised lighting and ceiling heights at storefront show windows. - Revised sales area lighting and ceiling fixtures layout per design changes. Light Fixture/Equipment Schedule - Updated light fixture quantities per plan changes. - Added light fixture type `A4'. E1.0 Power Plan - Relocated and revised wall fixtures in sales area per design changes. - Revised outlets and circuit numbers as required per plan changes. Power Coded Notes - Revised notes as indicated. Lightbox Power Supply - Updated note as indicated. E2.0 Lighting Plan - Added landlord notes. - Revised lighting at storefront show windows. - Revised sales area lighting and ceiling fixtures layout per design changes. - Revised circuit numbers as required per plan changes. Light Fixture/Equipment Schedule - Updated light fixture quantities per plan changes. - Added light fixture type `A4'. E3.0 Power Riser and Schedules - Added landlord note. - Revised panel schedules as required per power and lighting plan changes. E4.0 3 Manager Desk Wiring Detail - Adjusted note as indicated. E4.1 8 - Detail revised to be `Not Used' 10 Cashwrap Wiring Plan - Mirrored detail to match plan. M1.0 Mechanical Plan - Revised sales area diffusers layout per ceiling design changes. Thank you for helping us to expedite this project. If you have any additional questions, Please feel free to contact us. Thank you, Cara Rossomando Assistant Project Manager Page 3 of 3 06/07/2011 01:59 FAX 2815792227 June 7, 2011 RETAIL PERMIT SVCS INC _J001/001 s • RETAIL ' ERMIT SERVICES, INC. A National Permit Service Company TO: Bill / Jennifer City of Tukwila Building Department 306 -431 -3655 / 433 -7165 Fax 431 -3665 RE: CCS South Center Mall PROJECT NUMBERS — D11 -093, M11 -045, EL 11-0321 & Di 1 -138 Bill / Jennifer, Horizon Retail Construction originally pulled the Building Permit(s), however Footlocker, Inc. has selected another GC (L &L Construction) to perform the work. Please re -issue an updated/amended Building Permit to L &L Construction. If you have any questions or problems, please give me a call at 281 -579- 2226. Thank you. Kent Fahey 301n u„11:......-11 T._:,..- ,., j RECEIVED 06- 07 -'11 11:46 FROM- 2815792227 RECEIVED JUN 07 2011 PERMIT CENTER TO- publicworks /dcd P001/ 00127 p,T$Y ' ,r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -093 DATE: 05 -19 -11 PROJECT NAME: CCS SITE ADDRESS: 974 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENT S ,11 uilding'Division ire Prevention )DIic Wo k "s s l Structural AliG 0)111 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: [xi Incomplete DUE DATE: 05 -24 -1 1 Not Applicable 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 REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions ilp., Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 06 -21 -11 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • 1 PE T PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 011 -093 DATE: 04 -08 -11 PROJECT NAME: CCS SITE ADDRESS: 974 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Aiding Division a ublic Works It I-ire Prevention Structural MA12 V 61,0241 Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 04-12-11 Not Applicable 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 ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-10-11 Approved ❑ Approved with Conditions ik Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PROJECT NAME: C.C. S SITE ADDRESS: 1 LI 3 t).) -1-,64 ,r• -Mot I PERMIT NO: I l q 3 ORIGINAL ISSUE DATE: (k- e_t 1 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INIT LS 1 5— l q'- I I iblt (o') -0— 41 Summary of Revision: -VeArv� r ma,c, , N Lei � Q� -V-16 ; ,t Imb41 G�► f1 V1A�, f,�\G1 bf 1� h �1 f �(n(��,,LJ vPaapp�1�A I �G yrk( ekr- . Re*ived by: AY1A t c e).*rt_,\ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwilu.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 51r4-111 Plan Check/Permit Number: D" t 1 _0 9, 3 Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Ot-J4— s 'C - •& -� moo) Contact Person: (' Phone Number: eO D 6(o (QU Summary of Revision: i i sS...0 t4 : �r Contact / Applicant Kent Fahey 800 - 556 -864,1 Fax 281- 579 -2227 rtlpermits@yahoo.com o f'�. t•o, A',o; / 1,z- ; f4.1.3 ; Pt-7.° . t '1N-2.'_ AS,■ "S.( Sheet Number(s): 1R Z 3 l rk-2 • LI j ihv.2 (C) w PT.-too c Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on "Cloud" or highlight all areas of revision including date of revision -C 2 ,c2 H:\Applicauons \Form- Applications On Line \2010 ApplicatioroV -2010 - Revision Submittal.doc Creaied: 8 -13 -2004 Revised: 7 -20111 Contractors or Tradespeople Printer Friendly Page Page 1 of 1 • • 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. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company L & L RETAIL CONSTRUCTION LLC 4053602775 5601 Hunter Drive Norman OK 73069 Out Of State Limited Liability Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602372596 Active LLRETCL954QQ Construction Contractor 11/18/2005 11/30/2011 General Unused Business Owner Information Name Role Effective Date Expiration Date LISCHKA, STEPHEN C Partner /Member 11/18/2005 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 TRAVELERS CAS & SURETY CO 104644232 11/10/2005 Until Cancelled $12,000.00 11/18/2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 5 LIBERTY SURPLUS INS CORP DGLSF0803121 07/11/2010 07/11/2011 $1,000,000.0007 /20/2010 4 CENTRAL MUTUAL CLP8454110 07/11/2008 07/11/2010 $1,000,000.0007 /10/2009 3 CENTRAL MUTUAL INS CO CLP8454110 07/11/2007 07/11/2008 $1,000,000.00 07 /10/2007 2 PEERLESS INS CBP8163861 07/11/2006 07/11/2007 $1,000,000.00 07/07/2006 1 AMERICA FIRST INS CO CCP9741366 07/11/2005 07/11/2006 $1,000,000.00 11 /18/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 06/20/2011 Contractors or Tradespeople Printer Friendly Page • 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. Business and Licensing Information Name HORIZON RETAIL CONST INC UBI No. 601483044 Phone 2626386000 Status Active Address 1500 Horizon Drive License No. HORIZRC072N5 Suite /Apt. License Type Construction Contractor City Sturtevant Effective Date 8/25/1993 State WI Expiration Date 4/15/2013 Zip 53177 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date HENDERSEN, JON E Cancel Date 01/01/1980 Amount GUSTIN, ROBERT L 7 01/01/1980 5919211 HENDERSON, JON E 03/29/2012 01/01/1980 JAWORT, DAN Agent 01/01/1980 ZURICH AMERICAN INS CO Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 HANOVER INS CO 1592447 04/10/2002 Until Cancelled $12,000.00 04/15/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 ZURICH AMERICAN INS CO 5919211 03/29/2009 03/29/2012 $1,000,000.00 04/04/2011 6 ZURICH AMERICAN INS CO 59192110001 03/29/2006 03/29/2009 $1,000,000.00 03/24/2008 5 GENERAL CAS CO OF WISCONSIN CC10245522 03/29/2002 03/29/2006 $1,000,000.00 02/28/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 05/12/2011 RESPONSIBILITY SCHEDULE & NOTES SCOPE OF UJORK FURNISH N tu 0 INSTALL U -3 REMARKS DIVISION I: ORAL DATA BARRICADE- INTERIOR 4 EXTERIOR BARRICADE GRAPHICS • • • DIVISION II: SITE CONSTRUCTION DEMOLITION 11 II I I • II 1 1.11 DIVISION III: CONCRETE CONCRETE PATCHING DIVISION IV: MASONRY MASONRY AS REQ'D BY LANDLORD PER LANDLORD DESIGN CRITERIA TENANT TO SUBMIT GRAPHICS TO LANDLORD FOR APPROVAL 1 • 11 'CREATE SMOOTH LEVEL SURFACE TO ACCEPT NEW FLOOR'G DIVISION V: METALS 11 II I I • II I 1.11 STRUCTURAL METAL FRAMING • • LIGHT GAUGE METAL FRAMING • • UNISTRUT • EXPANSION JOINTS REVEALS • • BRAKE METAL • N -WALL FIXTURE BLOCKING DIVISION VI: WOOD 4 PLASTICS ROUGH FRAMING FINISH CARPENTRY WOOD CASED OPENINGS • • • • • • DIVISION VII: THERMAL 4 MOISTURE PROTECTION WATERPROOF MEMBRANE BATT INSULATION ROOFING PENETRATIONS DIVISION VIII: DOORS 4 WINDOWS METAL DOORS 4 FRAMES • • • • • 1• • • DOOR HARDWARE FITTING ROOM DOORS, FRAME 4 HARDWARE ACCESS PANELS STOREFRONT ENTRY DOORS • • • • • • -REVIEWED FOR %ODE COMPLIANCE APPROVED JUI\J 0 1 2011 CityofTO iIa BUILDINGINVISION FILE COPY Permit No., 711 eol,6p Plan review approval is subject to errors and omissions. Approval of construction documents does not auth . the violation of any adopted code or ordinance. Roc Yt of approved Field Copy and conditions is ac tri17vAed �: oat City Of TLkuuila BUILDING DIVISION PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 FOR SUSPENSION OF AUDIOVISUAL EQUIPMENT 4 LIGHTING ARCHITECT: TRICARICO® Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com SEE FINISH SCHEDULE SEE FINISH SCHEDULE AREA SITE PLAN MALL KEY PLAN ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO LAYOUT, MATERIALS, FURRING, BLOCKING, 4 ETC. EX'G, VERIFY N HELD. PATCH AND REPAIR AS REQUIRED. AS REQUIRED REFER TO DOOR SCHEDULE REFER TO DOOR SCHEDULE CCS - SPACE *300 LEVEL 1 OF 1 DECORATIVE STOREFRONT METAL ACOUSTICAL CEILING INC. BRAKE METAL AND CHANNELS GYPSUM BOARD, FRAMING AND ACCESSORIES METAL CEILING PANELS REVERSE IMAGE VINYL GRAPHICS • • COORDINATE Ill/TENANT SIGN MFG/ INSTALLER SALES AREA FLOORING- CLEAR EPDXY FINISH MALL FLOORING VINYL COMPOSITE TILE VINYL BASE PAINT 4 PAINTING WALL 4 CORNER GUARDS CORK SHEET FOR DISPLAY MDF WALL CAPS WINDOW SECURITY FILM DIVISION X: SPECIALTIES • • • INCLUDING GROUT AND SETTING MATERIALS PER LANDLORD'S CRITERIA • • REVISIONS • • DESCRIPTION • • • • FIRST ISSUE LL/OWNER COMMENTS 04/01/1 1 05/13/11 • Southcenter Parkway • • • • TOILET ROOM ACCESSORIES STOREFRONT SIGN(S) SIGN STENCIL STOCK ROOM SHELVING SYSTEMS FITTING ROOM BENCH TOP 4 COAT HOOKS MIRRORS (FITTING ROOM, TOILET ROOM 4 BUILDOUTS) DISPLAY WALL GRAPHICS SHOW WINDOW DISPLAY TRACK • • • • • • • • • • • • • • DIVISION XI: EQUIPMENT DIVISION XII: FURNISHINGS SALES FLOOR DISPLAY FIXTURES PERIMETER WALL DISPLAYS INCLUDING DECKWALL CASH WRAP AND SHOW CASE MILLWORK MANAGER'S DESK/ SAFE • • • • • • • • DIVISION XIII: SPECIAL CONSTRUCTION DIVISION XIV: CONVEYING SYSTEMS DIVISION XV: MECHANICAL SPRINKLER PIPING 4 HEADS FIRE EXTINGUISHER(5) REFER TO FINISH SCHEDULE SHEET 43.0 TGC TO REPAIR/REPLACE MISSING OR DAMEGED ITEMS. SEE 41.3 PROVIDE PANEL 4 BLOCKING FOR SIGN INSTALLER 4 ELEC. CONNECTION G.C. TO PAINT LOGO ON WALL USING STENCIL INC. SHELVING, HANGRODS, LADDERS 4 MGR'S DESK GRAPHIC TO BE INSTALLED PRIOR TO FIXTURING SEE A5.0 FOR ADDITIONAL INFORMATION PROJECT DIRECTORY TENANT CCS FOOTLOCKER INC. 112 W. 34th STREET NEW YORK, NY 10120 PROJECT CONSTRUCTION MANAGER JAY FOWLER TEL: 858 -214 -3682 EMAIL:JFOWLERGFOOTLOCKER.COM PROJECT DESIGNER: JAMES DUFFY TEL: 212 -120 -4184 EMAIL: JDUFFY26FOOTLOCKERCOM SHOPPING CENTER INFORMATION WESTFIELD SOUTI- ICENTER MALL MANAGEMENT 633 SOUTHCENTER PKWY SEATTLE, WA 98188 CONTACT: ANDREW CIARROCHI TEL: 206- 246 -0423 EMAIL: ACIARROC14I6U5.WESTFIELD COM • • PLUMBING (SAN, DCW, VENT STUB -IN) PLUMBING FIXTURES • • • DIFFUSERS 4 GRILLES • • MECHANICAL EQUIPMENT AIR CURTAIN • FIRE /SMOKE DAMPERS • • TOILET EXHAUST FAN, DUCTWORK, ROOF CAP AIR BALANCE REPORT TEMPERATURE CONTROL SYSTEM • SMOKE EVAC 4 CONTROLS • DIVISION XVI: ELECTRICAL MAIN SERVICE CONDUIT MAIN SERVICE WIRING • FEEDER CABLE • CONDUIT, WIRING 4 DEVICES LIGHTING FIXTURES /LAMPS • • ILLUMINATED LIGHT BOXES • TELEPHONE CONDUIT 4 PULL WIRE • TIME CLOCK • • • • • • DATA CONDUIT WITH PULL STRING • DATA CABLING • • CASH WRAP CABLE 4 RELATED CONNECTORS • • CASH WRAP CONDUIT 4 TERMINATION • REGISTERS, COMPUTERS, PRINTERS, ETC. TENANT ELECTRICAL PANELS • • G.C. TO USE LL. REQ.'D SUB., COORDINATE W/ LANDLORD 4 LOCAL COPES AS REQUIRED BY LOCAL CODE INSPECT AND SERVICE INSPECT AND SERVICE, NEW INSTA FLOW - SEE M2.0 SEE PLAN 51-IEET M1.0 INSPECT AND SERVICE SEE M1.0 FOR MORE INFO. VERIFY CODE COMPLIANCE INSPECT AND SERVICE VERIFY PROPER OPERATION - COORDINATE W/ LANDLORD 4 LOCAL CODES CODE INFORMATION APPLICABLE CODES: ALL WORK DONE UNDER THIS 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 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 THE FOLLOWING: APPLICABLE CODES: BUILDING CODE: MECHANICAL CODE: ELECTRICAL CODE: PLUMBING CODE: FIRE CODE: OTHER CODES: OCCUPANCY GROUP: M - MERCANTILE (INCLUDING LOCAL AMENDMENTS /MUNICIPAL CODE OF CULVER CITY) 20061 WASHINGTON BUILDING CODE 20061 WASHINGTON MECHANICAL GODE 20061 WASHINGTON ELECTRICAL GODS 200q WASHINGTON PLUMBING CODE 20061 WASHINGTON FIRE CODE 200q WASHINGTON ENERGY CODE 20061 WASHINGTON ACCESSIBILITY CODE (GHAI-'ItR IIB) TYPES OF CONSTRUCTION - FIRE RESISTANCE RATING REQUIREMENTS FOR BALDING ELEMENTS (TABLE 601) TYPE: LANDLORD INFORMATION VERIFY W/ RISER AND IN FIELD VERIFY W/ RISER AND IN FIELD INC. CONNECTION TO LANDLORD'S CIRCUIT BREAKER MODIFY AS REQUIRED SEE SHEET E4.0 TENANT COORDINATION WESTFIELD LLC 2800 SOUTHCENTER SEATTLE, WA 98188 CONTACT: SCOTT PRIESTER TEL: 206- 802 -6010 or 323 - 518 -3849 ARCHITECT 6/13/11 TRICARICO ARCHITECTURE AND DESIGN PC 502 VALLEY ROAD WAYNE, NJ 01410 CONTACT: NIKO YERIKIOS TEL: 913 -692 -0222 EXT 510 EMAIL: NIKOVeTRICARICO.COM PLEASE DIRECT ALL INQUIRES TO PROJECT CONSTRUCTION MANAGER SHEET I • SKEET TITLE G1.0 G1.1 G12 DLO 41.0 41.1 412 A13 42.0 COVER SHEET LIST OF DRAWINGS ARCHITECTURAL SPECIFICATIONS ELECTRICAL 4 MECHANICAL SPECIFICATIONS DEMOLITION PLAN CONSTRUCTION PLAN PARTITION TYPES CONSTRUCTION DETAILS CONSTRUCTION DETAILS INTERIOR STOREFRONT PLANS 4 ELEVATION 05/13/11 05/13/11 05/13/11 05/13/11 05/13/11 05/13/11 'VT5IN'SN DATE AND NO. /2\ /3\ 42.1 N ST NT C15 L.GC W4L5 05 /13/11 NON- COMBUSTIBLE [FULLY AUTOMATIC FIRE SUPPRESSION SYSTEM] 472 EXTERIOR-STOREFRONT PLAN 4 ELEVATION" 423 EXTERIOR STOREFRONT SECTIONS 4 DETAILS 42.4 SIGN DETAILS 43.0 INISH 05/13/11 0 713/11 /' -RY��1 %..►'L1I•r i Aimorniaa 05/13/I1 05/13/11 DATE: 4/01 /11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR - STRUCTURAL FRAME = 1 HR. - FLOOR CONSTRUCTION = 1 HR. - ROOF CONSTRUCTION -- INCLUDING SUPPORTING BEAMS AND JOISTS = 1 HR. - REQUIRED SEPARATION OF OCCUPANCIES = 0 HR. (TABLE 508.4) - TENANT SPACE SEPARATIONS = 1 HR. (SECTION 402.7.2 & SECTION 709) - CORRIDOR WALL [W/ SPRINKLER SYSTEM] = 0 HR. (TABLE 1018.1) - STORAGE SEPARATION FROM SALES [W/ SPRINKLER SYSTEM] = 0 HR. (TABLE 508.2.5 MEANS OF EGRESS: (CHAPTER 10) MINIMUM EGRESS REQUIREMENTS (TABLE MERCANTILE AREAS ON OTHER FLOORS = BASEMENT AND GRADE FLOOR AREAS = STORAGE AND STOCK AREAS = & 508.2.5.2) A4.0 A5.0 45.1 INTERIOR ELEVATIONS FIXTURE PLAN 05/13/11 FIXTURE SECTIONS 4 DETAILS 452 46.0 OCCUPANT LOAD: SALES: 1633 S.F. / 30 = STOCK /NON- SALES: 749 S.F. / 300 = TOTAL PERSONS = 56 PERSONS 1004.1.1) 60 GROSS 30 GROSS 300 GROSS 54 PERSONS 2 PERSONS EGRESS WIDTH PER OCCUPANT SERVED (SECTION 1005.1) MERCANTILE _ GROUP 'M'_ 0.2" PER OCCUPANT [W/ SPRINKLER SYSTEM] DOOR [MAIN] = 108" NET WIDTH (AT ENTRY DOORS) DOOR (REAR) = 36" NET WIDTH (AT EXTERIOR DOOR) TOTAL NET EGRESS DOOR WIDTH = 144" [PROVIDED] DOOR 144" / .2 "= 720 PERSON CAPACITY ACTUAL CAPACITY = 56 PERSONS EGRESS CAPACITY = 720 PERSONS PROPOSAL IS LESS THAN ALLOWABLE - OKAY SIZE OF DOORS (SECTION 1008.1.1) MINIMUM 32" CLEAR DOOR WIDTH REQUIRED 46.1 Elf) E2.0 EXIT ACCESS AISLES IN GROUP 'M' = 36" (SECTION 1017.2) CORRIDOR WIDTH = 44" (SECTION 1018.2) DEAD ENDS = 20 FEET (SECTION 1018.4) EXIT ACCESS TRAVEL DISTANCE: (TABLE 1016.1) GROUP 'M' [W/ SPRINKLER SYSTEM] = 250 FT. E3.0 E4.0 E4.1 M1.0 M2.0 5.10 CASHWRAP 4 BACKWR4P DETAILS REFLECTED CEILING PLAN 05/13/11 05/13/11 05/13/11 05/13/11 CEILING SECTIONS 4 DETAILS ELECTRICAL POWER PLAN ELECTRICAL LIGHTING PLAN 05/13/11 05/13/11 ELECTRICAL POWER RISER 4 SCHEDULES MISCELLANEOUS ELECTRICAL DETAILS MISCELLANEOUS ELECTRICAL DETAILS MECHANICAL PLAN 05/13/11 MECHANICAL DETAILS 4 PLUMBING SPECIFICATIONS SHELVING PLAN. 05/13/11 05/13/I1 05/13/11 SYMBOLS CALL OUT ® DETAIL NUMBER /LETTER '°` DETAIL SHEET SECTION REVISION IDENTIFIER VERIFY WITH CONSTRUCTION PM FOR INSTALLATION. TENANT ELECTRICAL TRANSFORMERS • POWER TO SIGN AND ILLUMINATED LIGHT BOXES • • FIRE ALARM CCTV SYSTEM AUDIO VISUAL SYSTEM • • • REUSE EXISTING - VERIFY EXISTING CONDITIONS IN FIELD REVISIONS No changes shell 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. G.C. TO USE L.L. REQ'D SUB., COORDINATE W/ LANDLORD 4 LOCAL CODES MINIMUM PLUMBING FACILITIES (TABLE 4 -1): TABLE A OCCUPANT LOAD FACTOR: OCCUPANT LOAD FACTOR (SQUARE FEET) GROUP M - 200 : 2,382 SQUARE FEET / 200 = 12 PERSONS FACIUTIES IN MERCANTILE AND BUSINESS OCCUPANCIES SERVING CUSTOMERS (SECTION 412.5) PROVIDED: FIXTURES FOR CUSTOMER USE SHALL BE PERMITTED TO BE MET BY PROVIDING A CENTRALLY LOCATED FACILITY ACCESSIBLE TO SEVERAL STORES. THE MAXIMUM DISTANCE FROM ENTRY TO ANY STORE TO THIS FACILITY SHALL NOT EXCEED FIVE HUNDRED FEET. PUBLIC ACCESSIBLE TOILET ROOM FOR CUSTOMERS AND EMPLOYEES IS LOCATED WITHIN 300 FEET. UNISEX FACIUTIES: (1) WATER CLOSET (1) LAVATORY ELEVATION WALL SECTION REF. TO PARTITION SCHEDULE MINIMUM CLEARANCE • FINISH IDENTIFIER REF. TO DOOR SCHEDULE PROJECT TITLE PLAN DETAIL EQUIPMENT IDENTIFIER REF. TO EQUIPMENT. SCHEDULE MINIMUM CLEARANCE COLUMN GRID LINE DOOR IDENTIFIER 0 REF. TO DOOR SCHEDULE RECEIVE MAY 1 9 2011 • • • • INC. VIDEO MONITORS AND MOUNTS 300 SbUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 BURGLAR SYSTEM II 1 I • I I • 1. TENANT'S CONTRACTOR IS RESPONSIBLE FOR THE SCOPE OF WORK AS INDICATED IN THE DRAWINGS UNLESS OTHERWISE NOTED IN THE RESPONSIBILITY SCHEDULE ABOVE. ANY QUESTIONS OR DISCREPANCIES 5I -IOULD BE BROUGHT TO TENANT'S PROJECT CONSTRUCTION MANAGER'S ATTENTION PRIOR TO SUBMISSION OF A BID. 2. ALL G- SHEETS ARE APPLICABLE TO ALL TRADES AND VENDORS. 3. TENANT'S CONTRACTOR 15 TO PROVIDE SCHEDULE AND PROJECT CALENDAR TO TENANT'S PROJECT CONSTRUCTION MANAGER TO SHARE WITH OTHER VENDORS (E.G.-FIXTURE SUPPLIER, FLOORING 5UPPLIER/INSTALLER SIGNAGE MANUFACTURER, LIGHTING SUPPLIER AND MISCELLANEOUS LOW VOLTAGE INSTALLERS). 4. FOR MATERIALS PROVIDED BY OTHERS, TENANT'S CONTRACTOR 15 TO RECEIVE AND 18 TO REPORT MISSING ITEMS OR DAMAGES TO TENANT PROJECT CONSTRUCTION MANAGER WITHIN 48 HOURS OF RECEIPT. IF TENANT'S CONTRACTOR FAILS TO DO 50, THEN THE TENANT'S CONTRACTOR 15 RESPONSIBLE FOR COSTS RELATED TO REPLACING MISSING OR DAMAGED TENANT RTRNISWED MATERIALS. 5. TENANT'S CONTRACTOR 15 RESPONSIBLE TO COORDINATE PROPER RECEIPT OF ALL TENANT SUPPLIED ITEMS INCLUDING BUT NOT LIMITED TO HAYING ALL NECESSARY EQUIPMENT FOR OFF- LOADING CARPET FROM DELIVERY TRUCK 6. TENANT'S CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL EXISTING FIXTURES THAT ARE TO REMAIN FROM THE TEMPORARY LOCATION BACK TO THE SITE AFTER CONSTRUCTION 15 COMPLETE. 1. TENANT 15 TO PROVIDE TENANT CONTRACTOR WITH A COPY OF VENDOR ORDER RELEASE PACKAGE. TENANT'S CONTRACTOR TO ENSURE THAT THIS IS MAINTAINED ON SITE BY FIELD SUPERINTENDENT. 8 TENANT'S CONTRACTOR IS TO FURNISH TENANT PROJECT CONSTRUCTION MANAGER WITH AS -BUILT DWGS. REFLECTING ACTUAL CONDITIONS UPON COMPLETION OF JOB. LANDLORD NOTES STORE TABULATION ABBREVIATIONS SEPARATE PE iMIT REQUIRED OR: Mechanical Electrical Plumbing s Piping CA ty oftkvrila BUILDING DIVISION AREA SQ. FT. CALCULATION OCCUPANT LOAD RATIO SALES AREA: 1,633 SQ FT/ 30 PERSONS 54 69 % STOCK AREA: 415 SO. FT/ 300 PERSONS S0. 1 20 % NON -SALES AREA: 214 F17300 PERSONS 11 TOTALS 2,382 56 100 % RB LESS THAN 500 OCCUPANTS OR MORE THAN 50 REQUIRES 2 EXITS 1 0 9 3 AFF. BRG. BLDG. 5.0.5. CLG. C1. CONST. DIA. DIM. EQ. FT. FLUOR G4. G.C. G.U113. ABOVE FINISH FLOOR BEARING BUILDING BOTTOM OF SOFFIT CEILING CENTER LINE CONSTRUCTION DIAMETER DIMENSION EQUAL FEET FLUORESCENT GAUGE GENERAL CONTRACTOR GYPSUM WALL BOARD LAY. .._.:...LAVATORY ..........._..._.__. MFR MANUFACTURER MAX. MAXIMUM MIN. MINIMUM MISC. MISCELLANEOUS N.I.G. NOT IN CONTRACT O.C. ON CENTER OPP. OPPOSITE PL. PLATE R, RAD. RADIUS RCP. REFLECTED CEILING PLAN REE,Z'D REQUIRED _.__...._....._ - REV. REVISION RM. ROOM R.O. R.U.G. SIM. SPEC. SQ. STD. TYP. UN.O. VERT. V.IF. W/ 11.1/0 WD. ROLL UP GRILLE SIMILAR SPECIFICATION SQUARE STANDARD TYPICAL UNLESS NOTED OTHERUJISE VERTICAL VERIFY IN FIELD WITH UJITHOUT WOOD STORE NO. 47267 SHEET TITLE COVER SHEET SHEET NO. Gi .0 CCS PROTO RELEASE 2.0- 11/2010 V GENERAL NOTES DIVISION III CONCRETE DIVISION IX FINISHES DIVISION IX FINISHES (CONT.) DIVISION IX FINISHES (CONT.) TENANTS GENERAL CONTRACTOR TO: I. VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS. BRING ANY DEVIATIONS TO THE ATTENTION OF THE TENANTS 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 ERRORS 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 OF OCCUPANCY. 5. UPON COMPLETION OF THE WORK, PROVIDE AND INSTALL A P.V.C. TUBE A5 SPECIFIED N THE PLANS WiTH A COMPLETE COPY OF THE AS -BUILT CONSTRUCTION DOCUMENTS. 6. SEE RESPONSIBILITY SCHEDULE TO CLARIFY RESPONSIBILITIES FOR SPECIFIED WORK 1. UPON COMPLETION OF JOB, GENERAL CONTRACTOR TO LEAVE BEHIND AT LEAST (1) CASE OF CEILING 4 FLOOR TILE IF APPLICABLE. A - PATCHING (WHEN REQUIRED): 1 MNIMUM 3000 P5I CONCRETE FiLLER AND PATCHING WHERE EXISTING SLAB HAS BEEN REMOVED FOR UNDER SLAB CONDUITS, PLUMBING, ETC. $ - CONCRETE SLAB: I. INSTALL MINIMUM 3000 PSI CONCRETE WITH 6' X 6' - WI.4 X WI.4 W.IUF. AT MID LEVEL OVER 6 MIL VAPOR BARRIER (AT SLAB ON GRADE CONDITIONS OR ADHERE TO LOCAL CODE REQUIREMENTS). INSTALL CONTROL JOINTS AT MAX. 200 SF. DIVISION IV MASONRY DIVISION I GENERAL REQUIREMENTS/ GENERAL CONDITIONS NO WORK IS ANTICIPATED UNDER THiS 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 SHALL BE COORDINATED WITH LANDLORD'S REPRESENTATIVE. 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: 1 OBTAIN A COPY OF THE TENANT CONTRACTOR GUIDELINES HANDBOOK AND COMPLY WITH NE REQUIREMENTS. NOTE IN PARTICULAR THE INSURANCE REQUIREMENTS, MALL CONSTRUCTION PROCEDURES, UTILITY LOCATIONS, TEMPORARY REQUIREMENTS, MALL CONSTRUCTION PROCEDURES, TEMPORARY BARRICADE WALLS, CONSTRUCTION MATERIALS, HAUL OFF, AND PERMIT INFORMATION. 2. COORDINATE WORK WITH THE WORK 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. $ QUALITY OF WORK: ALL WORK SHALL BE PERFORMED IN A SAFE AND WORKMAN LIKE MANNER IN ACCORDANCE WiTH ACCEPTED CONSTRUCTION STANDARDS AND O.6.14.A. REQUIREMENTS. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE PLANS UNLESS A VARIANCE IS APPROVED BY THE TENANT AND ALL AUTHORITIES HAYING JURISDICTION. ALL EQUIPMENT 4 MATERIALS UNDER THE CONTRACT ARE TO BE NEW UNLESS OTHERWISE SPECIFIED iN THE PLANS. C - CODE COMPLIANCE: IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE CERTAIN THAT ALL WORK IS IN COMPLIANCE WiTH ALL CODES, ORDINANCES, AND REGULATIONS OF ALL PUBLIC AUTHORITIES HAVING JURISDICTION ( E.G.-NEC., ETC.). - 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 CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND ACTUAL JOB CONDITIONS BEFORE COMMENCING THE WORK ALL ANGLES TO $E 90 OR 45 DEGREES, UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DOCUMENTS. E - SHOP DRAWINGS: I. SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH CONTRACTOR REQUIRES, PLUS TWO COPIES, TO THE TENANT'S PROJECT CONSTRUCTION MANAGER FOR APPROVAL. 2. SUBMITTALS MUST BE SCHEDULED SO AS NOT TO IMPEDE THE PROGRESS OF THE WORK 3. MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS, AND OTHER DATA. SUPPLEMENT MANUFACTURER'S STANDARD DATA TO PROVIDE INFORMATION SPECIFIC TO THIS WORK 4. INDICATE SPECIAL UTILITY AND ELECTRICAL CHARACTERISTICS, UTILITY CONNECTION REQUIREMENTS, AND LOCATION OF UTILITY OUTLETS FOR SERVICE FOR FUNCTIONAL EQUIPMENT AND APPLIANCES. 5. IDENTIFY VARIATIONS FROM CONTRACT DOCUMENTS AND PRODUCT OR SYSTEM LIMITATIONS WHICH MAY AFFECT THE CONSTRUCTION PROGRESS. 6. DIRECT ALL SUBMITTALS TO THE TENANT'S PROJECT CONSTRUCTION MANAGER F - 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 N THE LANDLORD'S SPECIFICATION TO LESSEE AND SHALL BE APPROVED BY THE LANDLORD. G - SUPERVISION: PROVIDE A FULL TIME, QUALIFIED SUPERVISOR ON THE JOB SITE. ANY WORK REQUIRED TO BE COMPLETED DURING NON - BUSINESS HOURS 51 -TALL BE INCLUDED IN THE BID. NOTIFY MALL MANAGER PRIOR TO PERFORMNG ANY NON - BUSINESS HOUR WORK H - UTILITIES: ARRANGE AND PAY FOR ALL TEMPORARY UTILITIES. FOOTLOCKER INC MANAGEMENT DEPARTMENT WILL ESTABLISH OR TRANSFER SERVICE UNDER THE FOOTLOCKER INC NAME UPON COMPLETION OF CONSTRUCTION AND TURNOVER FOR MERCHANDISING. I - 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. J - TRASH RNOVAL: THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL OF ALL TRASH, RUBBISH AND SURPLUS MATERIALS FROM THE JOB SITE. CLEAN UP AT TURNOVER: THE STORE IS TO BE PROFESSIONALLY CLEANED AND LEFT IN 'READY FOR SELLING' CONDITION. STOREFRONT, LIGHTS, STORE FIXTURES, ADJACENT NEUTRAL PIERS AND LANDLORDS' BULKHEAD ARE TO BE CLEANED OF ALL DUST, GLUE, GROUT, AND MISAPPLIED PAINT. REMOVE ALL PROTECTIVE COVERINGS AND ALL CONSTRUCTION MATERIALS AS DIRECTED BY THE PROJECT MANAGER HYAC FILTERS TO BE CHANGED FOLLOWING CLEANING. K - INDEMNIFICATION: TO THE FULLEST EXTENT PERMITTED BY LAW, THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS TI-IE 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, LO5S OR EXPENSE IS 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. L - MISSING/DAMAGED FREIGHT: 1. OPEN BOXES WiTH OBVIOUS DAMAGE. 2. BEFORE SIGNING THE FREIGHT BILL, NOTE SPECIFICALLY THE ITEM(S) DAMAGED OR MISSING. (EXAMPLE) -(4) PANELS - PERIMETER WALL DAMAGED. DO NOT JUST NOTE '1 CARTON OR PALLET DAMAGED.' 3. AFTER THE PROBLEM iS NOTED ON THE FREIGHT BILL, HAVE CARRIER'S DRIVER ALSO SIGN T. THi5 WILL VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF DAMAGE. 4. 71-ERE ARE TiMES WHEN DAMAGE IS DISCOVERED ONLY UPON UNPACKING THE FREIGHT. IN ORDER TO RECEIVE PAYMENT IN SUCH CASE, THE TENANT MUST PROVE THAT THE FREIGHT WAS DELIVERED N DAMAGED CONDITION. THEREFORE, Aft CARTONS MUST BE INSPECTED FOR SIGNS OF DAMAGE OR ABUSE, AND F FOUND, THE FREIGHT BILL SHALL BE NOTED AND SIGNED AS IN 1 AND 2 ABOVE 5. SEND ALL REQUIRED DOCUMENTATION VIA FAX TO TENANT PURCHASING MANAGER OR PROJECT CONSTRUCTION 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. M - GENERAL CONTRACTOR'S MASTER AGREEMENT: GENERAL CONTRACTOR SHALL ADHERE TO ALL ITEMS AS SET FORTH IN THE MASTER AGREEMENT BETWEEN THE GENERAL CONTRACTOR AND FOOT LOCKER INC. DIVISION V METALS A - METAL STUDS: 1. MINIMUM GAUGE OF STUDS SHALL BE DETERMINED BY CHART ON DRAWING A11 FOR NON -SALES WALLS, AT STOREFRONT OR WALLS WITH DECKS ABOVE. 2. STUD SPACING 514ALL BE 16' O.C. 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. AS 51-1OWN IN THE PLANS AND DETAILS. C - CORNER GUARDS: 1. PROVIDE AND INSTALL METAL CORNER GUARDS AT ALL OUTSIDE CORNERS IN NON -SALES AREA (2' x 2' x 12'). P - REVEALS: 1. INSTALL METAL REVEALS SIZE 4 LENGTH AS 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 AS PER PLANS AND MFR'S RECOMMENDATIONS: 1. USG 093 FOR CEILINGS AND WALLS, A5 MAY BE INDICATED IN THE DRAWINGS. 2. 100 OR 200 SERIES AS REQUIRED FOR APPLICATION (OPTIONAL 1' DEPTH) WITH ELASTOMERIC FILLER TO MATCH FINISH 45 MANUFACTURED BY CONSPEC SYSTEMS INC.. MUNCY, PA (111) 546 -5941, (800) 899 -8493. F - UNISTRUT SPACE FRAME GRID SYSTEM AS REQUIRED FOR LIGHTING, TV MONITORS, CEILING ACCESSORIES OR MECHANICAL SYSTEMS SUSPENSION: I. PROVIDE AND INSTALL PER MANUFACTURES SPECIFICATIONS WiTH ALL ACCESSORIES REQUIRED FOR A COMPLETE JOB. 2. SUPPORT WITH THREADED RODS AND NUTS FROM STRUCTURE AS REQUIRED OR DETAILED. 3. CONTACT UNISTRUT SPACE FRAME SYSTEMS AT (630)113-34-60. DIVISION VI WOOD & PLASTICS A - CARPENTRY 4 BLOCKING: BEFORE USING WOOD FRAMING OR BLOCKING OF ANY TYPE, CONFIRM CODE RESTRICTIONS. IF USE OF WOOD IS PERMITTED BY REQUIREMENTS, ADHERE TO THE FOLLOWING GUIDELINES: 1. USE NEW LUMBER BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER WHICH iT WAS PRODUCED. ALL MATERIALS SHOULD HAVE FACTORY EDGES AND CORNERS. 2. LAYOUT, CUT, FiT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK INSTALL BLOCKING, NAiLERS, FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS REQUIRED. BRACE, PLUMB AND LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY SECURE IN PLACE WITH SUFFICIENT 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 OR NEW WOOD SHALL BE FIRE RETARDANT AND MUST BE IDENTIFIED WITH A UL LABEL CERTIFYING THIS CLASSIFICATION. B - MILLWORK I. RECEIVE AND INSTALL ALL PRE- FINISHED MILLWORK AND CABINETS, FIXTURES, PANELING, DOORS AND FRAMES, ETC., AS 514OU4 ON PLUGS. OR AS 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. CONFiR1 BLOCKING REQUIREMENTS WITH VENDORS PRIOR TO CLOSING UP ALL ASSEMBLIES. 5. ALL FIXTURES ARE TO PROFESSIONALLY CLEANED DIVISION VII THERMAL & MOISTURE PROTECTION • - VAPOR BARRIER PROVIDE AND INSTALL 6 MIL POLYETHYLENE BELOW ALL REQUIRED PATCH AREA5 AT SLAB ON GRADE CONDITIONS AND 4 MIL POLYETHYLENE AT WALLS THAT RECEIVE BATT INSULATION. B - ELASTOMERIC CRACK BRIDGING: PROVIDE AND INSTALL ELASTOMERIC CRACK BRIDGING AS MANUFACTURED BY NATIONAL APPLIED COiNSTRUCTION PRODUCTS, INC., PA. BOX 1266, CUYAHOGA FALLS, 01410 44223 PHONE 213- 928 -34I4, OR APPROVED EQUAL. C - BATT INSULATION: INSTALL MINIMUM R -I3 FRICTION FiT, FULL BAIT INSULATION AS MANUFACTURED BY OWENS- CORNING FIBERGLASS OR EQUAL WHERE INDICATED ON DRAWINGS. P - WATERPROOF MEMBRANE: PROVIDED AND INSTALL A (M) 30 MIL. (MiN) WATERPROOF MEMBRANE. EXTEND A MINIMUM OF 4' UP VERTICAL SURFACES IN TOILET RMS./OR AS REQUIRED BY LANDLORD. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. E - FIRESTOPPINCs: L PROVIDE AND INSTALL UL TESTED FiRESTOPPING ASSEMBLIES AS ARE APPLICABLE FOR EACH CONDITION ENCOUNTERED. IN THE ABSENCE OF TESTED ASSEMBLIES, PROVIDE FiRESTOPPING ASSEMBLIES AS RECOMMENDED BY THE FiRESTOPPING SYSTEM MANUFACTURER'S STAFF ENGINEERS AND AS APPROVED BY AUTHORITIES HAYING JURISDICTION. 2. PROVIDE FIRERATED ENCLOSURES FOR ALL NON - PROTECTED STRUCTURAL MEMBERS A5 REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. ALL EXISTING SPRAY FIREPROOFING SHALL BE PATCHED AS REQUIRED TO MAINTAIN REQUIRED RATING. DIVISION II SITE CONSTRUCTION DIVISION VIII DOORS & WINDOWS DEMOLITION: I. VISIT THE SITE PRIOR TO BiD SUBMISSION AND VERIFY ALL EXISTING CONDITIONS (I.E.: OVERALL DIMENSIONS, CONDITION OF CONCRETE SLAB, LOCATION OF SERVICES, STRUCTURE, CLEARANCES, ETC-) AGAINST THE PROPOSED WORK REPORT MY DISCREPANCIES, OMISSIONS, OR OBSTRUCTIONS THAT WILL AFFECT THE LAYOUT OR DESIGN IMMEDIATELY TO THE TENANT'S PROJECT CONSTRUCTION MANAGER 2. ALL CONDITIONS AND DIMENSIONS 51-10UN ARE FOR REFERENCE ONLY AND MUST BE FIELD VERIFIED. 3. UPON COMPLETION OF ALL DEMOLITION, ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED AGAN FOR VARIANCES AGAINST THE PROPOSED WORK REPORT ANY DISCREPANCIES IMMEDIATELY TO THE TENANT'S PROJECT CONSTRUCTION MANAGER 4. T1415 PORTION OF THE WORK INCLUDES ALL LABOR, MATERIALS, AND SERVICES NECESSARY FOR AND REASONABLY INCIDENTAL TO COMPLETE ALL DISMANTLING, DEMOLITION, AND SALVAGE AS 5I -lOUN AND NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. 5. 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 AT THE G.C. EXPENSE. 6. NO ALTERATIONS TO THE EXISTING STRUCTURAL MEMBERS ARE ALLOWED UNLESS SPECIFICALLY NOTED. 1. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR SCOPE OF NEW WORK 8. MAINTAIN AND / OR REPAIR ALL FIRE RATED ASSEMBLIES AND SEPARATIONS (PARTITION, FLOOR, CEILING, OR BETWEEN ADJACENT SPACE, ETC-) REQUIRED BY CODE OR REGULATION. 9. DISCONNECTION OF SERVICES: a. EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WORK 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 10. ABANDONED ELECTRICAL WIRING: a. CONDUITS AND OTHER UTILITIES ENCOUNTERED iN THE PROGRESS OF THE DEMOLITION THAT ARE TO BE ABANDONED 51-IALL 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. 11. SALVAGED MATERIALS AND EQUIPMENT: a. REFER TO THE PLANS FOR ITEMS TO BE SALVAGED. CONSULT WITH THE TENANT REPRESENTATIVE PRIOR TO THE DISPOSAL OF MATERIALS AND EQUIPMENT. b. PACKAGE, PROTECT, AND STORE SALVAGED ITEMS FOR FUTURE USE. 12. DISPOSAL OF NON - SALVAGED MATERIALS AND EQUIPMENT: a. ALL MATERIALS AND EQUIPMENT NOT SCHEDULED TO BE SALVAGED, INCLUDING DEBRIS, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN A LEGAL MANNER b. LOCATION OF DISPOSAL AREA AND LENGTH OF HAUL SHALL BE CONTRACTOR'S RESPONSIBILITY. A - DOORS AND HARDWARE: 1. INSTALL ALL DOORS, FRAMES AND HARDWARE AND RELATED PARTS AND MATERIALS ,45 INDICATED ON THE DRAWINGS. 2.. HOLLOW METAL FRAMES: KD. MINIMUM 16 GA. SIZE, 5HAPE 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. B STOREFRONT GLAZING: 1. GLAZING, 1/2' THICK CLEAR TEMPERED GLASS (OR AS INDICATE ED ON DRAWINGS), POLISH ALL EXPOSED EDGES. 2. PROVIDE AND INSTALL GLAZING CLIPS OR BUTTONS AS REQ'D by LOCAL CODE. 3. REFER TO DETAILS FOR GLAZING BASE AND HEAD CHANNELS. G - GLASS AND GLAZING: 1. MIRRORS SHALL 8E I /4' CLEAR PLATE PROVIDED AND INSTALLED BY 714E CONTRACTOR WITH CONTINUOUS CHROME J -CLIP, STYLMARK *420068 OR EQUAL, TOP AND BOTTOM AND ADHESIVE RECOMMENDED BY MIRROR MANUFACTURER SEAL ALL EDGES WITH CLEAR SILICON CAULK, ALL SIDES. P - ACCESS DOORS: 1. PROVIDE FLUSH TYPE METAL ACCESS DOORS MIN 16' X 20', . OR AS SPECIFIED ON THE DRAWINGS, MANUFACTURED FROM *14 GA. STEEL, COMPLETE W/ FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM * 16 GA. STEEL, W/ ANCHORS. 2. INSTALL ACCESS DOORS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED VALVES, AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION AND AS APPROVED BY THE TENANT'S PROJECT MANAGER 3. ACCESS DOORS SHALL BE SUITABLE FOR INSTALLATION IN T14E SPECIFIED WALL AND CEILING MATERIALS. 4. ACCESS DOORS LOCATED IN FIRE -RATED WALLS, FLOORS, CEILING -FLOOR OR CEILING -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 NON- STRUCTURAL OR NON -BASE BUILDING COMPONENT OBSTRUCTIONS THAT WILL HINDER INSTALLATION OF GRILLE. COORDINATE DELIVERY AND INSTALLATION WITH INSTALLER 3. PROTECT GRILLE FROM DAMAGE BEFORE, DURING, AND AFTER INSTALLATION A - GYPSUM DRYWALL: L PROVIDE AND INSTALL ALL GYPSUM DRYWALL SYSTEMS COMPLETE WITH PARTITION FRAMING. CEILING SUSPENSION SYSTEMS, AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS 51 -I011AN ON TI-IE DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER THE MFR'S SPECIFICATIONS AND RECOMMENDATIONS. 2. GYPSUM DRYWALL: U.S. GYPSUM OR GOLD BOND 5/8' THICK FIRE CODE SHEET ROCK (TYPE 'X') PANELS OF STANDARD QUALITY OR APPROVED EQUAL. NOTE: USE OF OVERSEAS MANUFACTURED GYPSUM BOARD 15 STRICTLY PROHIBITED. 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. - DRYWALL CEILING SUSPENSION: 1. GYPSUM BOARD CEILINGS a. SUSPENSION SYSTEM SHALL BE EiTHER METAL FURRING CHANNELS SUSPENDED FROM TRIPLE- STRANDED WiRE PER USG'S GYPSUM BOARD CONSTRUCTION 14AND -800K, OR BY USING USG'S DRYWALL SUSPENSION SYSTEM INSTALLED PER MANUFACTURER'S INSTRUCTIONS. b. SUSPENSION SYSTEMS MUST BE SUPPORTED FOR STRUCTURAL FRAMING ABOVE SUPPORTS FROM FRAMING SHALL NOT BE ATTACHED TO DUCTWORK, ELECTRICAL CONDUIT OR SPRINKLER PIPING. c. SUSPENSION SYSTEMS MUST BE ABLE TO SUPPORT ATTACHED GYPSUM BOARD, LIGHT FIXTURES, HVAC DIFFUSERS, 4 ACCESS PANELS. PROVIDE 4 CORNER SUPPORT AT ALL ACCESS PANEL LOCATIONS. C - CEILING SYSTEMS: I. FURNISH AND INSTALL CEILING SYSTEMS COMPLETE WITH SUSPENSION SYSTEM AND RELATED ACCESSORIES A5 51-1O11,N ON DRAWINGS AND AS SPECIFIED. 2. ALL LIGI4T 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 IS 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 CEiLNG SHALL BE LEVEL WITH JOINTS, SNUG AND SQUARE, AND IN PERFECT CONDITION. 5. 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 PLANS SHALL BE 1 HOUR RATED AND SHALL CONSIST OF CLASS 'A' TILES WITH SUSPENSION GRID, HARDWARE, CLIPS, ETC. NECESSARY TO ACHIEVE RATING. D PAINTING, FINISHING. AND WALL COVERING: 1 PROVIDE A SATISFACTORY FINISH THROUGHOUT, UNLESS SPECIFICALLY DIRECTED OTHERWISE IN THE DRAWINGS, COYER ALL SURFACES THOROUGHLY AND EVENLY. IF THE 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 CLEANING 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 SHADE 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 COATS. FOLLOW MFR'S RECOMMENDATIONS FOR RE -COAT TIME SEAL ALL DRYWALL SURFACES BEHIND MIRRORS AND BUILT -IN COMPONENTS. ALL PAINTED DRYWALL SURFACES MUST OBTAIN A LEVEL 4 FINISH. 5. PUTTY ALL NAIL HOLES, COUNTER SUNK SCREWS, BOLTS, FILL CROCKS, 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. 8. PAINT ALL RADIATION COVERINGS, 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 OF RUNS, SAGS, AND DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. 10. WALL COVERINGS: REFER TO THE FINISH SCHEDULE AND FINISHES AS 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 AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC SURFACES. d. LEAVE FINISHED INSTALLATION FREE OF BLISTERS, WRINKLES OR OTI -IER DEFECTS. ALL SEAMS SHALL 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. PO NOT HANG DEFECTIVE WALL COVERING. ALERT TENANT'S PROJECT CONSTRUCTION MANAGER OF DEFECTIVE MATERIAL 4 COORDINATE APPROPRIATE ACTION. E FLOORING 1 SATIN FINISH EPDXY COATING: a. SURFACE PREPARATION 1. ALL VISIBLE OIL, GREASE, GLUES AND ADHESIVES AND ANY OTHER CONTAMINANTS SHALL BE REMOVED PRIOR TO ANY ABRASIVE SURFACE PREPARATION, ACID ETCHING AND WATER WASHING. ii. SURFACE SHALL BE CURED, DRY AND FREE FROM ALKALI STAIN AND LAITANCE. fir. PREPARE SURFACES iN ACCORDANCE WITH SSPC -5P1 BRUSH -OFF BLAST CLEANING. iv. ALL HOLES iN SLAB MUST BE FILLED WITH A 'PORTLAND CEMENTiTOUS MATERIAL'. b. FINAL WASH 1. AFTER ALL CONTAMINANTS HAVE BEEN REMOVED AND ALL HOLES HAVE BEEN FILLED 45 FINAL WASH 15 BEST ACCOMPLISHED WITH A SLOW SPEED FLOOR MACHINE WITH A SYNTHETIC SCRUB BRUSH ATTACI- IMENT, WATER AND KEMIKO NEUTRA CLEAN. USE A WET VACUUM TO REMOVE WATER AND DEBRIS. REPEAT IF NECESSARY, A FINAL RINSE 15 REQUIRED TO INSURE THE REMOVAL OF ALL DEBRIS. ALLOW FLOOR TO PRY COMPLETELY BEFORE SEALING. c. MIXING . I. MIX PART A COMPONENT UNTIL A HOMOGENEOUS MIXTURE i5 OBTAINED. POUR PART B INTO PART A AND MIX USING A MECHANICAL JIFFY MiXER FOR 2 -3 MINUTES AT LOW SPEED. AVOID MIXING AIR INTO THE MIXTURE. 1i. POUR MIXED MATERIAL INTO A CLEAN CONTAINER AND RE- MIXING INSURES A COMPLETE REACTION OF EPDXY COATING. ALLOW A MINIMUM OF 3 MINUTES INDUCTION TiME PRIOR TO APPLICATION. FLOORING- CONTINUED 2. PORCELAIN TiLE e) LAYOUT: i. PATTERN OF TILE TO BE DIRECTIONAL (SEE SHEET 43.0 FOR DETAILS 4 SPECIFICATIONS) 11. LAY OUT WORK TO MINIMIZE CUTTING AND 50 THAT FULL TILE IS CENTERED ON STOREFRONT AND NO TILE OF LESS THAN 12' WIDTH NEED TO BE USED, DO NOT INTERRUPT PATTERN THROUGH OPENINGS. 111. NO STAGGERED JOINTS WiLL BE PERMITTED. Iv. JOINT WiDTH: 1/16 INCH. V. JOINTS IN THE TILE SHALL ALIGN BOTH DIRECTIONS. vi. FILE EDGES OF CUT TILE SMOOTH AND EVEN. f) THIN SET METHOD, FLOORS AND WALLS: 1. MIX MORTAR IN STRICT ACCORDANCE WiTH MANUFACTURER'S RECOMMENDATIONS. DO NOT ADD WATER TO LATEX MIXES. ii. APPLY MORTAR WITH SQUARE NOTCHED TROWEL USING SCRAPING MOTION TO WORK MATERIAL INTO GOOD CONTRACT W/ SURFACE TO BE COVERED. MAINTAIN 100% COVERAGE ON BACK OF TILE AND FULLY BED ALL CORNERS. RE -CUT TROWEL NOTCH DEPTH OR REPLACE WiTH NEW TROWEL WHEN NOTCHES ARE WORN BEYOND ABILITY TO PERFORM AS SPECIFIED. 111 Do NOT SOAK TILE BEFORE INSTALLATION, BEFORE NSTALLING INSTALLING, WIPE BACKSIDES OF TiLE WITH A DAMP CLOTH TO REMOVE ANY RESIDUE OR DUST LEFT OVER FROM MANUFACTURING PROCESS. iv. USiG FAT EDGE OF TROWEL, SPREAD IN A THIN PRESSURE- APPLIED COAT OF MORTAR TO THE SUBSTRATE DOUBLING- OVER IMMEDIATELY WITH A NOTCH TROWEL APPLIED COAT. v. APPLY ONLY AS MUCH MORTAR AS CAN BE COVERED WITHIN ALLOWABLE WINDOWS AS RECOMMENDED BY MORTAR MANUFACTURER AND NOT MORE THAN 15 TO 20 MINUTES. WHILE MORTAR 15 STILL FRESH AND BEFORE SKINNING OCCURS, PLACE TILES FIRMLY IN POSITION WITH A SLIGHT TWISTING MOTION TO PROMOTE GOOD CONTACT WITH THE MORTAR IF SKINNING OCCURS, SCRAPE -OFF SKINNED MORTAR AND REPLACE 1.1J1 FRESH MORTAR vi. SET TILES IN PLACE AND RUB OR BEAT WITH SMALL BEATING BLOCK TO ASSURE AT LEAST 25 PERCENT OF TiLE DURING INSTALLATION N ORDER TO VERIFY THAT SUFFICIENT MORTAR CONTACT IS BEING MAINTAINED, TO PREVENT THE LEAVING NOT HOLLOW CORNERS OR EDGES. vii. MAKE ALIGNMENTS AND ADJUSTMENTS IMMEDIATELY, WITHIN 30 -40 MN. viii. BEAT. OR RAP TILE TO ENSURE PROPER BOND AND ALSO TO LEVEL SURFACE OF TILE UNTIL A COMPLETE EVEN, TRUE SURFACE 15 ACHIEVED, FREE FROM SLIPPAGE, HOLES, VOIDS, AND WAVES. ix. ALIGN TILE TO 51-IOW UNIFORM JOINTS AND ALLOW TO SET FIRM. x. CLEAN EXCESS MORTAR FROM SURFACE OF TiLE WHILE MORTAR 15 FRESH. g) GROUTING: I. ALLOW TILE TO SET A MINIMUM OF 3 HOURS BEFORE GROUTING WHERE FAST - SYSTEM 16 USED AND 24 HOURS WHERE NORMAL SET SYSTEM 15 USED. 11. MIX GROUT IN STRICT ACCORDANCE WITH GROUT MANUFACTURER'S RECOMMENDATIONS. INSTALL IN ACCORDANCE WiTH GROUT MANUFACTURER'S RECOMMENDATIONS AND ANSI 4108.10. iv. TO AID IN SPREADING OF GROUT, SLIGHTLY MOISTEN TOP SURFACE OF TiLE W/ A DAMP SPONGE JUST PRIOR TO APPLICATION. v. PACK JOINTS WITH A RiGID FLOAT, FULL AND FREE BEFORE MORTAR TAKES INITIAL SET. vi. REMOVED EXCESS MORTAR FROM SURFACE, MOVING THE FLOAT DIAGONALLY ACROSS THE JOINTS WHILE MORTAR IS STILL FRESH. LEAVE GROUT FLUSH WITH TILE EDGES. vil. ALLOW GROUT TO FIRM UP WITH JOINTS SUFFICIENTLY TO AVOID DAMAGING GROUT SURFACE viii. USING A DAMP TOWEL OR PAD OF CHEESECLOTH, CLEAN TILE SURFACES BY WORKING IN A DIAGONAL MOTION. USE TWO BUCKETS OF CLEANING WATER, ON FOR RINSING THE MAJORITY OF THE GROUT RESIDUE FROM THE CLEANING CLOTH AND ONE FOR MOISTENING TI-IE THE CLOTH IN CLEAN WATER CHANGE WATER BUCKETS FREQUENTLY TO PREVENT DEVELOPMENT OF A HAZE ON THE DRY TILES. AVOID EXCESSIVE GROUT 1 -2 HOURS AFTER CLEANING, USING A DRY CLOTH. Ix. RE -BUFF TILE AND GROUT 1 -2 HOURS AFTER CLEANING, USING A DRY CLOTH TO REMOVE TI4E REMAINING SURFACE WATER OR GROUT RESIDUE. h) CONTROL JOINTS AND OTHER SEALANT USAGE: 1. LOCATE EXPANSION JOINTS AND OTHER SEALANTS FILLED JOINTS, INCLUDING CONTROL CONTRACTION, AND ISOLATION JOINTS WHERE INDICATED, AND TO COMPLY WiTH SPACING AND LOCATION RECOMMENDATIONS IN TCA 'HANDBOOK FOR CERAMIC TILE INSTALLATION', AND APPROVED BY ARCHITECT. 11. KEEP EXPANSION AND CONTROL JOINTS FREE OF MORTAR 4 GROUT. PROVIDE PRE - FORMED CONTROL JOINTS AS THE PRIMARY CONTROL JOINT WITHIN TILE AREAS AND DIRECTLY OVER COLD JOINTS, CONTROL JOINTS, EXPANSION JOINTS, AND CHANGES IN MATERIALS IN THE SUPPORTING SUBSTRATES 4 AS OTHERWISE RECOMMENDED BY TCA EJ 111 EXPANSION JOINT REQUIREMENTS. 111. PROVIDE FIELD INSTALLED SEALANT WHERE TiLES ABOUT RESTRAINING SURFACES SUCH AS PERIMETER WALLS, CURBS, COLUMNS, WALL CORNERS. FiLL JOINTS WITH SELF - LEVELING ELASTOMERIC SEALANT AND BACKING MATERIALS SPECIFIED IN ACCORDANCE WITH ANSI AND TCA RECOMMENDATIONS. iv. INSTALL CONTROL JOINTS AT SPACING AS INDICATING ON THE DRAWINGS, BUT IN NO CASE LESS THAN THE SPACING RECOMMENDED BY REFERENCED STANDARDS. I) INSTALLATION TOLERANCE OF TiLE WORK: i. LEVELNESS BETWEEN UNITS: INSTALL CERAMIC TILE WORK 50 TWAT FACES AND EDGES OF INDiviDUAL UNITS ARE FLUSHED AND LEVEL WITH FACES AND EDGES OF ADJACENT TILE. DO NOT EXPOSE EDGE EXCEPT WHERE FINISHED EDGE 15 INDICATED. 11. VARIATION FROM FLAT - FLOORS: DO NOT EXCEED 1/32 INCH FROM FACE AND EDGES OF INDIVIDUAL TO FACES AND EDGES OF ADJACENT TILES. FINISHED FLOOR SURFACES SHALL BE FLAT WITHIN 1/4 NCH N TEN FEET, NON - CUMULATIVE IN ALL DIRECTIONS. 111. JOINT WIDTHS SHALL VARY NO MORE THAN PLUS OR MiNUS 1/2 OF THE SPECIFIED JOINT WIDTH. (1/32'- 3/32'). 1) REPAIRS AND CLEANING: i. REPLACE DAMAGED TILES, WHICH ARE BROKEN CHIPPED, STAINS, DO NOT MATCH ADJOINING TILES, OR ARE OTHERWISE DAMAGED. USE REPLACEMENT. RE -POINT DEFECTIVE GROUT AND GROUT NEEDED TO BE REMOVED AS PART iF TILES REPAIR/REPLACEMENT. RE -POINT DEFECTIVE GROUT NEEDED TO BE REMOVED AS PART OF TILE REPAIRS. LEAVE IN 4 NEAT, UNIFORM APPEARANCE. 11. REMOVED AND REPLACE WORK OF THE FOLLOWING NEAT, UNIFORM a) BROKEN, CHIPPED, STAINED, OR OTHERWISE DAMAGED WORK b) DEFECTIVE JOINTS. c) TiLES AND JOINTS NOT MATCHING APPROVED SAMPLES AND �► FIELD- CONTRUCTED MOCK -UPS. d. APPLICATION REVIEWED FOR d) WORK NOT COMPLYING W/ OTHER REQUIREMENTS INDICATED. 11. APPLICATION OF THE EPDXY COATING MUST OCCUR WITHIN THE TEMPERATURE AND HUMIDIiOD COMPLIANCE 1r1. CLEAN EXCESS MORTAR FROM SURFACE WITH WATER AS WORK PROCESSES. GUIDELINES AS SET FORTH BY THE MANUFACTURER • PERFORM CLEANING WHILE MORTAR I5 FRESH AND BEFORE IT WARDEN ON 2. PORCELAIN TILE SURFACES. a. TILE INSTALLATION GENERAL iv. SPONGE AND WASH TILE DIAGONALLY ACROSS JOINTS. POLISH WiTH CLEAN 1. INSTALL CERAMIC TILE N ACCORDANCE WITH ANTI/TCA 4131.1, A108, TCA INSTALLATION 7LiFN7(1)V207113 DRY CLOTH. SPECIFICATIONS FOR SUBSTRATE ENCOUNTERED. ALSO COMPLY WITH INSTRUCTIONS OF v. REMOVE GROUT HAZE FOLLOWING RECOMMENDATION OF GROUT MANUFACTURER MANUFACTURER OF SETTING AND GROUTING MATERIALS AND THESE SPECIFICATIONS WHERE DO NOT USE ACIDS FOR CLEANING WITHOUT PRIOR APPROVAL. MORE STRINGENT THAN REQUIREMENTS OF THE STANDARDS LISTED. City of Tukwila vi. REMOVED EXCESS SEALANT BY USING A MODERATE AMOUNT OF MINERAL 11. GUT AND FIT TILE TIGHT TO PROTRUSIONS AND VERTICAL INTERRUPTIONS. FROM CORNERS SPIRITS OR OTHER SOLVENT ACCEPTABLE TO SEALANT MANUFACTURER AND BASES NEATLY. FiT TILES CLOSELY TO OUTLETS, PIPING, AND OTHER PENETRATIONS 50 BUILD M( I�IIlICI(1�a vii. PERFORM FINAL CLEANING AS RECOMMENDED BY TILE AND GROUT THAT PLATES, COLLARS, AND COVERS OVERLAP ON TILE, EXTEND TILE INTO RECESSES 4 MANUFACTURERS. DO NOT USE WIRE BRUSHES, ACIDIC TYPE CLEANERS OF UNDER OR BEHIND EQUIPMENT AND FIXTURES TO FORM COMPLETE COVERING WITHOUT OTHER CLEANING COMPOUND WITH HARSH FILLER INTERRUPTIONS, EXCEPT AS OTHERWISE INDICATED. TERMINATE WORK NEATLY AT viii. CLEAN AND REPAIR SURFACES SOILED OR OTHERWISE DAMAGES IN OBSTRUCTIONS, EDGES, AND CORNERS WITHOUT DISRUPTING PATTERN OR JOINT ALIGNMENTS. CONNECTION WITH TI4E WORK PAY COST OR REPLACING FINISHES OR MATERIALS 111. INTERSECTIONS 4 RETURNS: ACCURATELY FORM INTERSECTIONS AND RETURNS. PERFORM THAT CANNOT BE SATISFACTORILY CLEANED OR WHICH HAVE BEEN DAMAGED BY CUTTING AND DRILLING OF TRIM, FINISH OR BUILT -IN ITEMS FOR STRAIGHT ALIGNED JOINTS. IMPROPER CLEANING MATERIAL AND TECHNIQUES. iv. WORK TiLE JOINTS UNIFORM IN WIDTH, SUBJECT TO VARIANCE IN TOLERANCE ALLOWED iN TILE 3. VINYL COMPOSITION TILE/YINYL BASE: SiZE AND AS NOTED HEREIN. MAKE JOINTS WITHOUT VOIDS, EXCESS MORTAR, OR GROUT. a. 1/8' X 12' X 12' VINYL RESILIENT TILES WITH 4' (OR 6') WIGH X 1/8' THICK, TOP -SET, STRAIGHT v. PREPARE SURFACE, FIT, SET, BOND, AND GROUT AND CLEAN IN ACCORDANCE WITH VINYL BASE AT CARPET AND COVE AT VINYL TILE. (PRE FORMED CORNERS ARE REQUIRED). APPLICABLE REQUIREMENTS OF ANSI STANDARDS AND TILE COUNCIL OF AMERICA: SEE FINISH SCHEDULE FOR SPECIFIED MATERIALS. a) FLOORS: THIN- SET: TCA F113. b. FiLL ALL CROCKS, JOINTS, ETC. IN SUB -FLOOR WITH CRACK FILLER APPROVED BY FLOORING b) EXAMINATION MANUFACTURER INSTALL ALL MATERIALS WiTH WATERPROOF TYPE ADHESIVES AS 1. VERIFY THAT AREAS TO RECEIVE TILE INSTALLED BY THIN BED METHOD RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIALS AND SURFACE INVOLVED. ARE TRUE WiTHIN: c. SLABS OR SUB - FLOORING TO BE MOISTURE TESTED AND RESULTS COMPARED TO a) HORIZONTAL SURFACES: FLAT WITHIN V4 INCH IN I0' -0' MANUFACTURERS RECOMMENDED INSTALLATION GUIDELINES. ANY PROBLEMS DUE TO MOISTURE NON - CUMULATIVE, IN ALL DIRECTIONS. TESTING TO BE REPORTED TO TENANT'S PROJECT MANAGER IMMEDIATELY. b) VERTICAL SURFACES: FLAT WITHIN I/8 INCH IN 8' -0' NON - CUMULATIVE, 4. FORGO MARMOLEUM: IN ALL DIRECTIONS. a. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE. c) SURFACE PACHED TO DRAINS WHERE REQUIRED. b. ACCLAMATION PERIOD - MATERIAL MUST ACCLIMATE TO SITE FOR A MINIMUM OF 48 HOURS 11. EXAMINE SUBSTRATES FOR CONDITIONS, WHiCH WOULD ADVERSELY PRIOR TO INSTALLATION. STAND ROLLS STRAIGHT UP AND DOWN. AFFECT EXECUTION. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS C. FLOOR PREP - REMOVE OLD ADHESIVES AND GYPSUM BASED PATCHNG COMPOUNDS, WITH ARE CORRECTED. SURFACE GRINDERS AND SCARIFIERS. PREPARE SURFACES N STRICT ACCORDANCE WITI4 SETTING MATERIAL d. SKIM COAT ENTIRE FLOOR WiTH 3 COATS OF ARDEX, SANDING IN BETWEEN EACH COAT ACHIEVING MANUFACTURER'S INSTRUCTIONS. PRIME SUBSTRATES iF RECOMMENDED BY THE A FINAL THICKNESS OF I/8'. SETTING MATERIAL MANUFACTURER e. ADHESIVE - USE ONLY PROVIDED L9I0 ADHESIVE TO GLUE PRODUCT. MOISTURE MUST BE BELOW Iv. CONDITION OF SURFACES TO RECEIVE TiLE: 5.0LBS EMISSIONS. a) SURFACE TO BE FiRM, DRY, CLEAN AND FREE OF OILY OR WAXY FiLMS, f. HEAT -WELD ALL SEAMS USiG SUPPLIED WELD. IT 15 NOT RECOMMENDED TO WELD MATERIAL MORTAR AND SOIL. THAT H145 NOT BEEN INSTALLED FOR 24 HOURS. PO NOT LAY MATERIAL AND WELD WITHIN TI4E b) ELIMINATE HIGH SPOTS IN EXISTING FLOOR TILE BY GRINDING, SAME DAY. SELECTIVE DEMOLITION, OR OTHER APPROVED METHOD PRIOR TO SHOT g. FLOOR PROTECTION - SUPPLY AND INSTALL ROSEN PAPER COVERED BY 1 /8' MASONiTE BLASTING. BOARDS OVER ENTIRE FLOOR TAPING ALL SEAMS. c) MECHANICALLY ABRADE ALL CONCRETE SURFACES AND EXISTING TILE SURFACES TO RECEIVE TILE BY SHOT BLASTING AND VACUUM SUBSTRATE TO COMPLETELY REMOVE COMPOUNDS OR OTHER SUBSTANCES THAT WOULD INTERFERE WITH PROPER BOND OF SETTING MATERIALS. d) WET DOU. N OR WASH DRY, DUSTY CONCRETE SURFACES AND REMOVE EXCESS WATER IMMEDIATELY PRIOR TO APPLICATION OF TILES. v. SUBSTRATE PREPARATION AND LEVELING: USE LEVELING MATERIAL INDICATED, OR AS RECOMMENDED BY SETTING MATERIAL MANUFACTURERS TO FiLL AND LEVEL SMALL CRACKS AND CI- LIPPED AREAS IN SUB -FLOOR c) SELF LEVELING UNDERLAYMENT: I. PROVIDE CEMENTIOUS BASED SELF - LEVELING UNDERLAYMENT TO CORRECT SUBSTRATE ELEVATIONS EXCEEDING SPECIFIED TOLERANCES. REFER TO SECTION 03542 FOR UNDER-AYMENT REQUIREMENTS. USE PRODUCTS ACCEPTABLE TO SETTING BED MANUFACTURER d) INSTALLATION: 1. CRACK ISOLATION AND WATERPROOF MEMBRANE: a) PRiOR TO APPLICATION OF CRACK ISOLATION SHEET, NOTIFY ARCHITECT AND OWNER'S REPRESENTATIVE IN WRITING OF AU. UNUSUAL OR SIGNIFICANT CRACKS OR THOSE OF DIMENSIONS GREATER THAN 1/32 INCH WiDE. b) NSTALL CRACK ISOLATION 514EET OVER EXISTING CRACKS, CONSTRUCTION JOINTS, AND CONTROL JOINTS WHICH DO NOT ALIGN WITH TiLE CONTROL OR SOFT JOINTS. r. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR COVERAGE AND APPLICATION. F - WALLS: I. NELPLAS/KYDEX PANELS: G.C. TO REFER TO (BUT NOT LIMITED TO) THE FOLLOWING NOTES FOR PREPARATION, INSTALLATION 4 MAINTENANCE FOR TI4E NELPLAS/KYDEX PANELS: a. G.C. TO USE APPROVED MASTIC ADHESIVE. b. BOTH NESPLAS PROTECTIVE WALL COVERING 4 ADHESIVE MUST ACCLIMATE FOR AT LEAST 24 HOURS PRIOR TO INSTALLATION. c. WALL SURFACES MUST BE FREE OF DIRT, GREASE, LOOSE PAINT 4 5CALE. REMOVE ANY /ALL PREEXISTING WALL COVERINGS. BEFORE APPLYING ADHESIVE, THE WALL SURFACE SHOULD BE WIPED WITH A CLEAN WET - DAMPENED RAG TO REMOVE ANY DUST OR DEBRIS. d. POROUS SUBSTRATE WALLS MUST BE PAINTED OR SEALED USING LATEX PRIMER BEFORE APPLYING MASTIC ADHESIVE. MASTIC ADHESIVE SHOULD BE APPLIED TO WALL SURFACE ONLY. e. ANY ADHESIVE RESIDUE SHOULD BE REMOVED IMMEDIATELY WHILE WALL COVERING IS BEING NSTALLED. 2. FIBERGLASS REINFORCED PANELS: a. PROVIDE AND INSTALL 1/8' FIBERGLASS REINFORCED PANELS ON SURFACES AS SHOWN ON PLANS. b. CONSULT FINISH SCHEDULE FOR MANUFACTURER'S COLOR AND NUMBER INSTALL PER MANUFACTURER'S RECOMMENDATION. 3. BACK WRAP FEATURE WALL: a. TENANT G.C. TO INSTALL VENDOR SUPPLIED BACK WRAP FEATURE WALL AS PER VENDOR SUPPLIED INSTRUCTIONS. DIVISION X SPECIALTIES ,4 PERIMETER WALL OUTRIGGER SYSTEM: 1. INSTALL PREFABRICATED/PREFWiSI -LED PERIMETER WALL MERCHANDISING AND DISPLAY SYSTEM PER DRAWINGS. 2. PROVIDE IN -WALL BLOCKING AS NEEDED TO PROVIDE ADEQUATE SUPPORT. 3. INSTALL OVER FINISHED WALL SURFACE PER MANUFACTURER'S INSTRUCTION. LAVATORY ACCESSORIES: 1. FURNISH AND INSTALL BATHROOM ACCESSORIES (SEE SCHEDULE): 'BOBRICK' OR EQUAL. " . • 2. ACCESSIBLE ACCESSORIES - PROVIDE ALL HANDRAILS, FIXTURES, ETC. REQUIRED BY CODE. CONFIRM REQUIREMENTS PRiOR TO INSTALLATION. 3. INSTALL IN -W4LL BLOCKING AS NEEDED TO PROVIDE ADEQUATE SUPPORT FOR ACCESSORIES. G SIGNS /SIGNAGE: 1. INSTALL ALL TEMPORARY SIGNS AND BANNERS A5 REQUIRED, BASED UPON INSTRUCTIONS OF TENANT'S PROJECT MANAGER P AUDIONIDEO SYSTEMS: 1. REFER TO MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. E STOCKROOM MOBILE /SHELVING SYSTEM: 1 CONFIRM CODE COMPLIANCE WITH TENANT PROJECT MANAGER PRIOR TO SHIPMENT AND INSTALLATION. FITTING ROOM ACCESSORIES: 1. PROVIDE IN -WALL BLOCKING AS NEEDED TO PROVIDE ADEQUATE SUPPORT. 2. INSTALL OVER FINISHED WALL SURFACE PER MANUFACTURER'S INSTRUCTION. DIVISION XI EQUIPMENT THE WORK UNDER THiS SECTION 15 TO BE INSTALLED ACCORDING TO 5140P DRAWINGS AND SPECIFICATIONS OF THE ASSOCIATED MANUFACTURER REFER TO RESPONSIBILITY SCHEDULE ON G1.0 FOR PARTIAL LIST OF ITEMS. DIVISION XII FURNISHINGS RECEIVE, ASSEMBLE AND PLACE OFFICE, NON -SALES EQUIPMENT, AND DISPLAY FIXTURES, IN ADDITION TO SALES FLOOR FURNISHINGS AND FIXTURES.: REFER TO MANUFACTURER'S 514OP DRAWINGS AND SPECIFICATIONS. FOR SALES FLOOR PERIMETER WALL SET: (1) SPANNER BAR AND (1) SHELF ONLY SHALL BE SET PER 2' -0' PERIMETER WALL PANEL PANEL SECTION. INSTALL SPANNER BAR +1- 2' -0' FROM TOP AND SHELF +1- 2' -0' FROM BOTTOM. THE REMAINING SPANNER BARS AND SHELVES TO BE STORED IN BOXES AT THE AT THE SASE OF FIXTURE FOR FiNAL INSTALLATION BY STORE OPERATION PERSONNEL. DIVISION XIII SPECIAL CONSTRUCTION NO ANTICIPATED WORK UNDER T1-1I5 SECTION. CONFIRM WITH TENANT'S PROJECT CONSTRICTION MANAGER DIVISION XIV CONVEYING SYSTEMS NO ANTICIPATED WORK UNDER THiS SECTION. CONFIRM WITH TENANT'S PROJECT CONSTRUCTION MANAGER REVISION N0:1 b w oar ECEIVED MAY 19 2011 PERMIT CENTER FOOTLOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO° ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO NICHOLAS .I. TRICAR` STATE OF WASHINGTON REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 ON% ;ft vs, PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 SHEET TITLE ARCHITECTURAL SPECIFICATIONS SHEET NO. Gi .1 CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: . AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR ON% ;ft vs, PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 SHEET TITLE ARCHITECTURAL SPECIFICATIONS SHEET NO. Gi .1 CCS PROTO RELEASE 2.0- 11/2010 DIVISION XV MECHANICAL DIVISION XV MECHANICAL (CONT.) DIVISION XV MECHANICAL (CONT.) DIVISION XVI ELECTRICAL DIVISION )(VI ELECTRICAL (CONT.) SEC. 15000 - MECHANICAL GENERAL PROVISIONS A - SLEEVES 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES N 114E INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR WHICH SHALL EXTEND 2' ABOVE THE FLOOR 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE '1 1v' FOAM, °3M' FIRE RATED • SEALANTS OR EQUAL, SO AS TO RETAIN THE FIRE RATING OF THE FLOOR OR WALL. CONFORM TO UL. ASSEMBLY RATING OF FLOOR OR WALL. 3. SLEEVES IN BEARING 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 BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. 4. DUCT SLEEVES SHALL BE A MINIMUM 14 GAUGE STEEL. B - HANGERS: 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, SANDS, C- CLAMPS, WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., AS NECESSARY FOR THE NSTALLATION OF THE WORK 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING OR DUCTWORK HANGING FROM THE METAL DECK IS NOT PERMITTED. HANGERS SHALL BE ATTACHED TO THE UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR SHALL INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, ACCESS DOORS AND OTHER EQUIPMENT SERVICE REQUIREMENTS AND /OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD'S CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL 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 C- ELECTRICAL MOTORS: 1. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS 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 TI4E ELECTRICAL SUBCONTRACTOR STARTERS SHALL MEET ALL REQUIREMENTS AS DEFINED IN THE ELECTRICAL DIVISION OF THE SPECIFICATIONS. 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF THE LATEST NEMA, ANSI, [SEE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS 51-IALL BE SUITABLE FOR OPERATION ON VOLTAGE VARIATIONS OF PLUS OR MNUS 10`Yo, 40 DEGREES C AMBIENT TEMPERATUREt HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. D- LOW VOLTAGE (24 VOLT) WIRING: 1. THE CONTRACTOR SHALL INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR HIS EQUIPMENT. THIS WORK SHALL INCLUDE ALL TRANSFORMERS AND DEVICES TO MAKE A COMPLETE FUNCTIONAL SYSTEM. 2. ALL WORK SHALL CONFORM TO THE LATEST ADDITION OF N.E.C. AND TO DIVISION 16 ELECTRICAL SPECIFICATIONS. 3. ANY CONDUIT REQUIRED SY CODE OR THE LANDLORD SHALL BE INSTALLED SY 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, VENT, OR DRAINAGE LINES TO FACILITATE STORE DESIGN 5HALL BE INCLUDED IN BID PROPOSAL. SEC. 15300 - SPRINKLER SYSTEMS A- SPRINKLER SYSTEM: 1. SUBMITTALS a. PROVIDE DATA ON SPRINKLERS, VALVES, AND SPECIALITIES, INCLUDING MANUFACTURER'S CATALOG INFORMATION. SUBMIT PERFORMANCE RATINGS, ROUGH -IN DETAILS, WEIGHTS, SUPPORT REQUIREMENTS, AND PIPING CONNECTIONS. b- SHOP DRAWINGS: 1) SUBMIT SHOP DRAWINGS OF FINISHED CEILING AREAS INDICATING ONLY SPRINKLER LOCATIONS COORDINATED WITH CEILING INSTALLATION. 2) INDICATE HYDRAULIC CALCULATIONS, PETALED PIPE LAYOUT, HANGERS AND SUPPORTS, SPRINKLERS, COMPONENTS AND ACCESSORIES. INDICATE SYSTEM CONTROLS. c. SUBMIT SHOP DRAWINGS, PRODUCT DATA, HYDRAULIC CALCULATIONS TO AUTHORITIES HAVING JURISDICTION (INCLUDING BUT NOT LIMITED TO THE FIR= MARSHALL AND LANDLORD) FOR APPROVAL. SEC. 15400 - PLUMBING A- PLUMBING EQUIPMENT: 1. REFER TO M SHEETS FOR EQUIPMENT AND FIXTURE SCHEDULES. 5- GENERAL PIPING REQUIRMENTS: 1. GENERALLY, SANITARY AND POTABLE WATER TAPS SILL BE PROVIDED BY THE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND NOTIFY THE TENANTS PROJECT CONSTRUCTION MANAGER IF CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR MUST VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR TO TIE IN AS FOLLOWS: a. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE. b. TEST WATER PRESSURE TO INSURE A 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 BRACNG WHERE REQUIRED BY CODES. 3. ESCUTCHEONS SHALL BE CHROME PLATED, SIZED AS REQUIRED AND PLACED AT A!_!- PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILING IN FINISHED AREAS. 4. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE .4 LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE. C- PIPING: 1. SANITARY PIPING - NO PVC ALLOWED (STORM PIPING .45 REQUIRED). a. WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT, CAST IRON SOIL PIPE_ VENT PIPING ABOVE FLOOR 2' OR SMALLER MAY BE GALVANIZED STEEL. b. JOINTS: BELOW FLOOR SLAB, - COMPRESSION TYPE PLASTIC SEAL (HUB AND SPIGOT). ABOVE FLOOR SLAB - NEOPRENE SEALING SLEEVE WITH STAINLESS STEEL 5HIELD AND CLAMP WITH APPROVED NEOPRENE - BASED LUBRICANT, (HUBLESS). GALVANIZED VENT - SCREWED JOINTS WITH TEFLOW TAPE ON MALE THREADS c. PITCH WASTE LINES 2' AND SMALLER NOT LESS THAN 1/4' PER FOOT. PITCH LARGER MAINS NOT LESS THAN 1 /8' PER FOOT. GI. INSTALL A MAINS NOT LE AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN DIRECTION, AT INTERVALS NOT OVER E0 H SOIL AND STACK, ,AT ERE A5 SHOWN I ON DRAWINGS OR REQUIRED SY LOCAL GODS. CLEANOUTS 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). PROVIDE COVERS WITH INSET AREA FOR CARPETED FLOOR LOCATIONS. ALL CLEAN -OUT LOCATIONS SHALL BE APPROVED BY THE TENANTS 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 TI4E TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2' ARMSTRONG ARMAFLEX PIPING INSULATION OR TRUEBRO MODEL 1021U HANOI LAV GUARD' INSULATION KIT. Z. CONDENSATE PIPING: a. CONDENSATE PIPING SHALL BE TYPE 'L° DRAWN COPPER 1118E WITH 95 -5 TIN- ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS 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 GRADE: TYPE 'L' DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95 -5 TIN - ANTIMONY SOLDER 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 OFFING SYSTEM IN THE SUPPLY PIPING TO EVERY FIXTURE. PROVIDE ACCESS DOORS WHERE NECESSARY. A. 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 WA ANGLE STOPS. g. PROVIDE PIPE AT AE INSERTS S. ALL PIPE PENETRATIONS THROUGH FRAMING TO 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 IS REQUIRED. b. LOW PRESSURE (1G W.G. AND BELOW) GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A -120, WITH MALLEABLE THREADED FITTINGS FOR 2' AND SMALLER, AND WITH WELDED JOINTS FOR 2 -1/2' AND LARGER MEDIUM PRESSURE (ABOVE 14' W.CJ SHALL HAVE WELDED JOINTS. ( BOVE 14' A GAS COCK, DIRT LEG, AND JOINTS. UNION CONNECTION TO EACH PIECE OF EQUIPMENT. PROVIDE GAS METER AND/OR REGULATOR AS REQUIRED. REGULATOR t0 BE VENTED t0 THE EXTERIOR. d. PITCH PIPING AT A UNIFORM GRADE OF 1/4' IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET. SUPPORT AS REQUIRED Sr 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 PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA R CODES. g- CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH THE LOCAL GAS COMPANY AND THE MALL'S MANAGER PRIOR TO BIDS. 5. INSUL ATION: a. INSULATE ALL WATER AND INTERIOR CONDENSATE PIPING WITH 1' THICK (K =023 a. 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, PENT PIPING BY A 10' WATER COLUMN FOR TWO HOURS. ALL JOINTS SHALL 8E GAS AND WATER TIGHT. 3) TEST GAS PIPING PER NFPA 54 COPES. 4) STERILIZE POTABLE HOT AND COLD WATER LINES UPON COMPLETION OF SYSTEM. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. . SEC. 15100 - HEATING, VENTILATION 4 AIR CONDITIONING A - I-1VAC EQUIPMENT 1. PRIMARY HEATING, VENTILATION AND AIR CONDITIONING UNITS: a. PRIMARY HEATING, VENTILATION, AND AIR CONDITIONING UNITS ARE SHALL SE 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 BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS 5140WN ON THE DRAWINGS AND SPECIFIED HEREIN. d. EQUIPMENT SHALL SE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. e. SECONDARY DRAIN PANS ARE REQUIRED TO BE 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 BE DIRECTED TO MOP SINK OR AS SPECIFIED ON PLANS. 2. VARIABLE AIR VOLUME BOXES (VAV): a. WHERE SHOWN ON DRAWINGS, PROVIDE VAV BOXES 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 SHALL BE PROVIDED BY THE CONTRACTOR REFER TO PLANS FOR APPLICABILITY- 4. BASEBOARD, CABINET, AND UNIT HEATERS: a. WHERE SHOWN ON DRAWINGS, PROVIDE ELECTRIC HEATERS COMPLETE WITH ELECTRIC HEATNG COIL, CONTROLS, AND INTEGRAL THERMOSTAT. 5. INLINE PUMPS: a. WHERE SHOWN ON DRAWINGS PROVIDE AN INLINE CLOSE COUPLED PUMP(S), BRONZE FITTED, PUMPS SHALL BE FURNISHED WITH BRONZE CASE WEARING RINGS, BRONZE SHAFT SLEEVE AND MECHANICAL SHAFT SEAL RATED FOR. PUMPS TO BE 50 CONSTRUCTED THAT THEY MAY BE MOUNTED IN A HORIZONTAL OR VERTICAL PIPE LINE. MOTOR TO SE 1750 RPM UNLESS NOTED OTHERWISE. 6. VIBRATION ISOLATION DEVICES: a. VIBRATION ISOLATION DEVICES SHALL SE PROVIDED IN ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC-) AND STRUCTURE. b, VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING DEVICES. 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. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT 714E UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. e. CONSULT MANUFACTURER FOR APPLICATION DATA 1. CURBS AND TEL FRAMING FOR SUPPORT: a. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING REQUIRED TO INSTALL ALL HVAC EQUIPMENT AS DESCRIBED OR IMPLIED ON THE DRAWINGS. CURBS SHALL BE A MINIMUM OF 14' HIGH, OF THE SAME MANUFACTURER OF THE EQUIPMENT SUPPORTED. INSULATE UNDER THE COMPRESSOR SECTION TO PREVENT CONDENSATION. ALL CURBS MUST BE 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 T1415 CONTRACTOR'S EXPENSE. S. METAL DUCTWORK: a. NO FIBERGLASS DUCT ALLOWED. b. NO 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 MAINS ARE TO SE RECTANGULAR UNLESS NOTES OTHERWISE. ALL DUCT BRANCHES 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, N ACCORDANCE WITH SMACNA 'HVAC DUCT CONSTRUCTION STANDARDS' OF THE 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 INCHES WATER GAUGE, NEGATIVE PRESSURE. PRESSURE TEST DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE A SYSTEM THAT DOES NOT EXCEED 5% LEAKAGE OR LESS AS STATED SY PRESSURE CLASS RATINGS IN SMACNA STANDARDS. e. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/51 WIDE X 3/16' DEEP ON 12' CENTERS 10 PREVENT VIBRATIONS. f. INSTALL DOUBLE THICKNESS TURNING VANES IN ALL RIGHT ANGLE ELBOWS. g. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS • WITHIN 2 FEEL OF EACH ELBOW AND WITHIN 4 FEEL OF EACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR NO WOOD 514ALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR tar LANDLORD. h WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1- 1/2'X1 -I/2' Xt /8' STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEE• DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED Sr ASSEMBLY FIRE RATING. i. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT 5HALL BE SEALED AIR TIGHT WITH DAP CMC DUCT SEALER JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. J. SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED 10 SEAL FLANGED JOINTS. 5 DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. I. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIR= DAMPERS, CONTROLS, AND OCHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION 15 EXPOSED TO THE SALES AREA, IT MUST 8E APPROVED BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO INSTALLATION. LAY -IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FRAMES MAY SE USED A5 ACCESS LOCATIONS. m. FLEXIBLE CONNECTIONS: 1) FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN FL BLE CONNBOXES, NS WHERE DUCTS GROSS BUILDING EXPANSIONIDE JOINTS. 2) FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE - COATED FLAMEPROOF FABRIC. PROVIDE 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 SYSTEM. n. FIRE DAMPERS: 1) PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. DAMPERS SHALL BE DESIGNED FOR HORIZONTAL OR VERTICAL FLOW OF AIR AS REQUIRED. FIR= DAMPERS SHALL SE UL LABELED. 2) FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIRSTREAM AND A 1650E FUSIBLE LINK, TYPE A, AS MINIMUM. 3) PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER UL AND CODE REQUIREMENTS.' 4) PROVIDE DUCT ACCESS DOORS IN AN ACCESSIBLE LOCATION FOR ALL FIRE DAMPERS. DOOR 15 TO BE 20 GA GALVANIZED DOOR W/ QUICK- OPENING LATCH AND PIANO HINGE. o. FLEXIBLE AIR DUCT: 1) FLEXIBLE AIR DUCT SHALL BE 1' INSULATED CLASS 1 AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND SE INCLUDED AS SUCH IN THE BID. 2) FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH PRIOR APPROVAL FROM TENANT'S CONSTRUCTION MANAGER 3) FLEXIBLE DUCT 5HALL 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 BRANCHES. d. DAMPERS: 1) PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS W1114 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 BE HONEYWELL DAMPERS. r. DIFFUSERS, GRILLES AND REGISTER-5: 1) PROVIDE DIFFUSERS GRILLES AND REGISTERS AS SCHEDULED_ DEVICES TO BE COMPLETE WITH DAMPERS FRAMES AND ALL ACCESSORIES. FINISH AS INDICATED. 2) INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED CEILING PLAN. 3) APPROVED MANUFACTURERS: TITUS IS SPECIFIED, EQUALS BY METALAIRE OR KRUEGER IS 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. - t. DUCTWORK INSULATION: I) INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NAPA 90A. 2) DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INSULATE SUPPLY AND RETURN AIR RECTANGULAR DUCTWORK WHERE SHOWN ON PLAN. DUCTWORK SHALL BE INTERNALLY INSULATED WITH 1' THICK, 1 -1/2 LB. DENSITY LINER (C =028 .+75 -f). LINER SHALL 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 DUCT. ALL TRANSVERSE EDGES SHALL BE COATED WITH ADHESIVE. 3) ALL ROUND AND OUTSIDE AIR DUCTWORK ABOVE THE CEILING SHALL BE EXTERNALLY INSULATED WITH A MINIMUM OF 1' THICK, 1- I/2L5. DENSITY (R =5.6) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER SHALL BE MAINTAINED THROUGHOUT DUCT SYSTEM. ALL JOINTS MUST BE TAPED SO THAT NO 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 THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM c 411, OR AS REQUIRED BY LOCAL CODES. u. SYSTEM CLEANOUTS I) DUCTWORK AND AIR HANDLING EQUIPMENT SHALL BE CLEANED OUT AND BLOWN OUT BEFORE PAINTING IS STARTED 8Y THE GENERAL CONTRACTOR 2) FILTERS SHALL BE IN UNITS AT ANY TIME THE FANS ARE OPERATED. 9. HYDRONIC PIPING: a. PROVIDE A COMPLETE HYDRONIC PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A HYDRONIC SYSTEM IS REQUIRED. b. HYDRONIC PIPING FOR CHILLED WATER AND /OR HEATING WATER AND /OR CONDENSER WATER SHALL BE ASTM A -120, SCHEDULE 40, ERW, BLACK STEEL PIPE WITH PLAIN ENDS. INSTALL STEEL PIPE WITH WELDED JOINTS WHERE PIPE IS 2 1/2' NCH OR LARGER INSTALL STEEL PIPE WITH THREADED JOINTS AND FITTINGS OR INSTALL TYPE °K' ANNEALED TEMPERED COPPER TUBE WITH SILFOS JOINTS FOR 2 INCH AND SMALLER PIPE. PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR METALS. ALL PIPING SHALL BE IN STRICT CONFORMANCE WITH AST11, ASA, AND LANDLORD'S REQUIREMENTS, WHICHEVER IS 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 HYDRONIC PIPING AND EQUIPMENT CONNECTED TO THE HVAC PIPING SYSTEM SHALL BE CLEANED AND FLUSHED. REMOVE, CLEAN, 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 THE LANDLORD'S SYSTEM UNLESS SPECIFICALLY INSTRUCTED TO DO SO FROM THE LANDLORD'S FIELD REPRESENTATIVE. e. PRIOR t0 CONNECTION TO THE LANDLORD'S SYSTEM, CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION FROM 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 SE CONNECTED TO THE LANDLORD'S SYSTEM. P. VALVES: ) GATT= VALVES, 2 -(NCH AND SMALLER: CLASS 150, BODY AND UNION BONNET OF ASTM B 62 CAST BRONZE WITH THREADED OR SOLDER ENDS, INTEGRAL SEAT, RENEW ABLE SOLID BRONZE WEDGE DISC, 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: CLASS 125 CAST IRON BODY, 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 ASTMS 62 WITH HORIZONTAL SWING, Y- PATTERN, RENEWABLE BRONZE DISC, AND HAVING THREADED OR SOLDERED ENDS. 4) SWING CHECK VALES, 2 -1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY AND BOLTED CAP, HORIZONTAL SWING, RENEWABLE BRONZE DISC, FLANGED ENDS AND CAPABLE OF BENG REFITTED WHILE VALVE REMAINS IN THE LINE. 5) COMBINATION BALANCING AND SHUT -OFF VALVES: BELL 4 GOSSETT CIRCUIT SETTER WITH LOCKING SETPOINT. A CIRCUIT SETTER BALANCE WHEEL MUST BE INCLUDED WITH 0 4 M MANUAL. 6) FLOW METER: BELL 4 GOSSETT THERMOFLO INDICATOR MODEL TFf. g• PIPING SPECIALTIES: I) PRESSURE/TEMPERATURE TEST PLUGS (PETE'S PLUG)- I/4 -INCH NPT FITTINGS TO RECEIVE EITHER A TEMPERATURE OR PRESSURE PROBE, 1 /5- INCH OD. FITTING AND CAPS SHALL SE BRASS WITH VALVE CORE OF NORDEL, RATED AT 400 PSIG, OF 70200.F. 2) STRAINERS - 'Y' PATTERN STRAINERS, 125 PSIG, CAST IRON BODY WITH PERFORATED STAINLESS STEEL SCREEN, THREADED FOR 2 INCHES AND SMALLER, FLANGED FOR 2 -1/2 INCHES AND LARGER SCREEN OPENING SIZE AT 0.033 INCH FOR HEATING AND 1/6 INCH FOR CHILLED OR CONDENSER WATER. PROVIDE W111H SLOWDOWN VALVE WITH HOSE END FITTING. 3) THERMOMETERS - 'LIGHTSTAT' MODEL THE -AVU, AUTOMATIC SETBACK, TWO STAGE HEAT, TWO STAGE COOLING THERMOSTAT, THERMOSTAT 5HALL BE FULLY COMPATIBLE WITH HVAC UNIT USED FOR PROJECT. 4) MANUAL AIR VENTS - 1/5' COIN- OPERATED VENT. PROVIDE AN AIR CHAMBER CONSISTING OF A 3/4' NIPPLE AND BUSHINGS. h GENERAL INSTALLATION: 1) INSTALL WATER MAINS WITHOUT 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 TOWARD UNITS. BRANCHES To UNITS ABOVE MAINS t0 SE TAKEN FROM TOF OF MAINS AT A 45 DEGREE ANGLE PITCHED UPWARD TOWARDS UNITS. PITCH NOT LESS THAN 1' TO 10 FEET. 3) HANGERS SHALL BE SIZED AND INSTALLED FOR THE OUTSIDE DIAMETER OF THE INSULATED PIPE. INSTALL 6' LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND PIPE INSULATION. 4) HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE ELECTRICALLY 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. INSTALL INSTALL VALVES AT LOW POINTS FOR DRAINING EACH SYSTEM AND INSTALL MANUAL VENTS AT ALL HIGH POINTS OF EQUIPMENT AND PIPING IN THE SYSTEM t0 PROPERLY REMOVE ENTRAPPED AIR i. INSULATION: 1) ALL HYDRONIC PIPING FOR CHILLED WATER AND /OR HEATING WATER, VALVES, FITTINGS, AND ACCESSORIES SHALL BE INSULATED. FOR PIPE SIZES UP TO 2 INCHES, INSULATE WITH 1 INCH THICK (K =023 9 15•F FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER FOR PIPE SIZES 2 -1/2 INCHES AND LARGER, INSULATE WITH 1 -I/2 NCH THICK (K =023 6 "15•F) FIBERGLASS INSULATION WITH ALL. SERVICE JACKET AND 2)AINSUA ION BARRIER ALL HANGERS FO PIPING 2 -1/2 INCHES AND LARGER SHALL BE HARD AND NON - COMPRESSIBLE. 3) ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER TWAT 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 IS REQUIRED. b. MATERIALS: 1) REFRIGERANT PIPING SHALL BE TYPE 'L° DRAWN COPPER TUBING (ASTM 1588), WROUGHT COPPER OR CAST BRONZE FITTINGS (ANSI 81622), WITH SILFOS -5 SOLDERED JOINTS. 2) SERVICE VALVES, CHARGING PORTS, FILTER- DRIER, SIGHT GLASS, AND A THERMOSTATIC EXPANSION VALVE (TXV) SHALL BE INSTALLED FOR EACH SYSTEM AS A MINIMUM. c. INSTALLATION: 1) SIZE LINES WITH ADEQUATE LIFT TRAPS AND DOUBLE SUCTION 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 PSIG. REDO LEAKING JOINTS AND RETEST UNTIL SYSTEM 16 TIGHT. EVACUATE GAS AND CHARGE SYSTEM. RE -TEST SYSTEM AND GHECK 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 15 APPLIED, PIPING MUST BE INSPECTED BY .4 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 4 BALANCING A - SYSTEM TESTING, ADJUSTING, AND BALANCING: 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT CONTRACTOR WHO 15 CURRENTLY LICENSED ASSOCIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) BALANCING CONTRACTOR NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE N ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL SE MADE BY THE HVAC CONTRACTOR 2. TI-4E HVAC 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, OR THE ADDITION OF DAMPERS REQUIRED TO ACHIEVE SPECIFIED FLOW RATES SHALL BE PERFORMED BY THE HYAC CONTRACTOR WITH NO ADDITIONAL COST TO THE TENANT- 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM TI4E FOLLOWING INFORMATION: a. AABC OR NESS CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR b. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. c. MAKE AND MODEL NUMBERS OF ALL HVAC 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. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. h. WATER BALANCE DATA INCLUDING GPM WITH INLET AND OUTLET TEMPERATURE AND PRESSURE READINGS (WHERE APPLICABLE). T. MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. J. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). Ic 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 N THE REPORT. S. THREE COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED THROUGH THE GENERAL CONTRACTOR TO THE TENANT'S CONSTRUCTION MANAGER FOR APPROVAL. 1. T1-4E 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. M. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION 4 MAINTENANCE MANUALS. -FINAL I4VAC INSPECTION: I. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE TENANT SHALL HAVE THE RIGHT TO AN INDEPENDENT HVAC CONTRACTOR INSPECT THE FINISHED HVAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED Sr THE INDEPENDENT HVAC CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS AT NO COST TO TENANT. SEC. 16050 - BASIC ELECTRICAL MATERIALS 4 METHODS A - WIRE DEVICES: I. COLOR OF WIRING DEVICES AND COVER PLATES SHALL BE SELECTED BY ARCHITECT (SEE PLAN NOTES FOR ADDITIONAL INFORMATION). a. RECEPTACLES SHALL BE 20 AMP, 3 -WIRE GROUNDING TYPE EQUAL TO HUBBELL 5362. b- SWITCHES SHALL BE 20 AMP SPECIFICATION GRADE, RATED AT 120 OR 211 VOLT AS REQUIRED. c. SPECIAL DEVICES SHALL SE A SPECIFICATION GRADE. d. ALL DEVICE COVER PLATES SHALL BE STAINLESS STEEL. e. FLOOR BOXES TO BE HUBBELL 18- 2521/29 WITH 3 -3925 BRASS COVER (OR EQUAL SY 'STEEL CITY') AND HUBBELL 5362 RECEPTACLE (UNLESS OTHERWISE NOTED). f. EQUAL BY ARROW -HART, GENERAL ELECTRIC, BRYANT, PASS 4 SEYMOUR, OR SIERRA. B - 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 TYPEWRITTEN 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.C. "230 -70. LOAD BALANCE ALL ELECTRICAL PHASES AT PANELS AND SWITCHBOARDS. TTWO AND THREE POLE BREAKERS SHALL BE COMMON TRIP TYPE. WHEN USED AS SWITCHES IN 120V. AND 2T1V. LIGI -ITING CIRCUITS, FURNISH TYPE 'SWD' BREAKERS IN ACCORDANCE WITH N.E.C. *240 -8315. SQUARED 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 DRAWINGS AND AS REQUIRED BY CODE. (FUSES AS MANUFACTURED BY SUSSMAN, CHASE SHAWMUT, 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 EQUIPMENTS NAME PLATE REQUIREMENTS PER N.E.C. 440 -21 4 110 -38. SWITCHES SHALL BE HEAVY DUTY, QUICK MAKE /QUICK BREAK TYPE, FUSIBLE OR NON - FUSIBLE, WEATHERPROOF AS INDICATED ON THE DRAWINGS, OR AS REQUIRED SY LOCAL CODES. LOAD AND HORSEPOWER RATED AS MANUFACTURED BY 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 AUXILIARY 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 FOR ALL SINGLE PHASE AND THREE PHASE MOTORS RATED ABOVE 1/Z HP OR THAT REQUIRED AUXILIARY CONTROL. PROVIDE CONTROL DEVICES (CONTACTS, TRANSFORMERS, ETC.) IN STARTERS AS REQUIRED FOR INTERLOCKS, COORDINATE WITH MECHANICAL AND /OR TEMPERATURE CONTROL CONTRACTORS. COMBINATION STARTERS,WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES. C - BOXES: I. OUTLET BOXES AND COVERS SHALL 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 BOX EXTENSIONS TO EXTEND BOXES TO FMI814ED FACES OF WALLS ETC. ALL OUTLET BOXES TO HAVE SUITABLE BLOCKING BEHIND THEM TO MINIMIZE THE DEFLECTION THAT OCCURS WHEN PLUGGING/UNPLUGGING INTO THESE DEVICES. 4. WHERE A 211 VOLT LIGHT SWITCH IS GANGED WITH A 120 VOLT RECEPTACLE PROVIDE A SUITABLE DIVIDER OR SEPARATE JUNCTION BOXES IN ACCORDANCE WITH N.E.C. AND LOCAL CODES. D -STEP -DOWN TRANSFORMER I. PROVIDE ADRY -TYPE TRANSFORMER OF THE ENCLOSED VENTILATED TYPE WIT14 KVA ANp VOLTAGE RATINGS .45 CALLED FOR ON THE DRAWINGS AND WITH COILS DESIGNED FOR 150 DEGREES C. RISE ABOVE A 40 DEGREE C. AMBIENT WITH 100 % OF RATED LOAD CONNECTED TO THE SECONDARY, CLASS H INSULATION AND MINIMUM -'0 OF SIX STANDARD FULL CAPACITY TAPS (TWO ABOVE AND FOUR BELOW NORMAL) SOUND LEVEL/DECIBELS SHALL BE IN ACCORDANCE WITH 'NEMA' STANDARDS, AND t. INSTALLATION SHALL INCLUDE KORFOUND OR EQUAL VIBRATION- DAMPENING MOUNTS' AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY CONNECTIONS TO MINIMIZE SOUND TRANSMISSION- (MOUNT TRANSFORMER ON SEPARATE VIBRATION SOLATORS, THESE ARE ADDITONAL VIBRATION ISOLATORS AND ARE USED IN CONJUNCTION WITH ANY INTEGRAL FACTORY NSTALLED VIBRATION SOLATORS) AS MANUFACTURED BY SQUARE D, HEAVY DUTY, ACME, GENERAL ELECTRIC OR WESTINGHOUSE. E -LIGHTING CONTACTORS: WHERE INDICATED ON THE DRAWINGS, CONTACTORS FOR CONTROL OF LIGHTING SHALL BE SQUARE_ D CLASS 8903, TYPE 'L' IN A NEMA I ENCLOSURE, ELECTRICALLY OPERATED, AND ELECTRICALLY HELD. EQUALS BY SIEMENS -ITE, GENERAL ELECTRIC, OR WESTINGHOUSE, NO EXCEPTIONS. - TIME CLOCKS: TIME SWITCHES FOR CONTROL OF SHOW WINDOW LIGHTING AND SIGNS SHALL BE A i DAY DIGITAL CLOCK SEE DRAWING E.�. 3 G - INSTALLATION: 1. ALL ELECTRIC WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE FASTENED TO BUILDING STEEL, CONCRETE OR MASONRY, BUT NOT PIPING OR DUCTWORK ALL CONDUIT SHALL BE CONCEALED WHEREVER POSSIBLE. EXPOSED CONDUITS SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN LINES OR BEAMS AND SEPARATED AT LEAST 3 INCHES FROM WATER LINES WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH LINES. ALL CONDUCTORS SHALL BE IN CONDUIT, DUCTS OR OTHER 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, SHALL 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 RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR ALL HVAC RELATED LOW VOLTAGE CONTROL WIRING, CONDUIT AND INITIAL CONNECTIONS I5 THE RESPONSIBILITY OF THE MECHANICAL/TEMPERATURE CONTROL CONTRACTOR UNLESS OTHERWISE NOTED ON THE PLANS). 3. DO ALL GUTTING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THE ELECTRICAL DIVISION, AND CUTTING SHALL HAVE PRIOR APPROVAL OF THE LANDLORD. SLEEVES SHALL EXTEND AT LEAST TWO (2') INCHES ABOVE FINISHED FLOOR AND ALL SLEEVES, OPENINGS, ETC, THRU FIRE RATED WALLS AND FLOORS SHALL SE FIR= SEALED WITH CALCIUM SILICATE, SILICONE 'ITV' FOAM, '3M" FIR= RATED SEALANTS OR EQUAL SY H(LTI AFTER CONDUIT /CABLES INSTALLATION SO AS TO RETAIN THE FIRE RATING. 4. THE FOLLOWING EQUIPMENT SHALL SE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES AS TO NAME AND /OR FUNCTION± DISTRIBUTION PANELS, LIGHTING PANELS, MOTOR STARTERS AND DISCONNECT SWITCHES. NAMEPLATES TO BE APPROXIMATELY 1' X 2' IN SIZE AND BE FASTENED WITH POP RIVETS OR SCREWS. 5. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND T1-4E ARCHITECT/TENANT PROJECT MANAGER SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR 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 REPLACEMENT OF FIXTURES OR EQUIPMENT MADE NECESSARY BY FAILURE TO PROVIDE SUITABLE SAFEGUARDS OR PROTECTION. 1. MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. AFTER ALL EQUIPMENT 1446 BEEN INSPECTED AND APPROVED, THOROUGHLY CLEAN ALL EQUIPMENT PROVIDED UNDER THIS WORK JUST PRIOR TO COMPLETION OF PROJECT. 8. PERFORM ANY /ALL NECESSARY ELECTRICAL DEMOTION WORK THAT IS REQUIRED TO FACILITATE THE NEW INSTALLATION FIELD COORDINATE PRIOR TO SIDS. REMOVE AND /OR MODIFY EQUIPMENT, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. ANY EQUIPMENT OR 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 CONCEALED IN FINISHED AREAS. COORDINATE ANY DISRUPTION OF ELECTRICAL OR TELEPHONE SERVICES WITH LANDLORD AND TENANT PROJECT MANAGER TO AVOID CONFLICTS. SEC. 16100 - WIRING METHODS CONDUITS: 1. CONDUIT SHALL BE STANDARD STEEL RIGID, IMC OR EMT (THIN WALL) ACCORDING TO LOCAL CODE AND LANDLORD REQUIREMENTS. CONDUIT SHALL BE CONCEALED IN FINISHED AREAS, EXCEPT AS OTHERWISE APPROVED BY ARCHITECT. EMT CONNECTIONS SHALL BE COMPRESSION OR SET SCREW TYPE. 2. FLEXIBLE CONDUIT OR TYPE MC CABLE SHALL BE USED FOR FINAL CONNECTIONS TO LIGHT FIXTURES, MOTORS AND VIBRATING EQUIPMENT ONLY± AND WHERE SO USED TO BE GROUNDED WITH A SEPARATE FULL SIZED GREEN GROUNDING CONDUCTOR FINAL TYPE MC/FLEX CONNECTIONS SHALL BE LIMITED TO 8' -0' IN LENGTH (ARRANGE CIRCUITS 50 AS TO AVOID THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILING AREAS, JUNCTION BOXES LOCATED ABOVE LAY -N CEILINGS ARE ACCEPTABLE). .. a. MINIMUM SIZES OF CONDUITS SHALL BE 3/4' FOR STANDARD CONDUIT, AND 1/2' FOR FLEX CONDUIT (1/2' STANDARD CONDUIT AND 3/8' MC CABLE MAY BE USED AS SPECIFIED ABOVE, IF ACCEPTABLE WITH LANDLORD AND LOCAL CODES, ELECTRICAL CONTRACTOR SHALL FIELD COORDINATE WITH LANDLORD 4 INSPECTION AGENCIES PRIOR TO INSTALLATION). ELECTRIC METALLIC TUBING (EMT) SHALL BE GALVANIZED OR ELECTRO- GALVANIZED. FITTINGS SHALL BE SET SCREW OR COMPRESSION TYPE, FITTING SHALL BE AS MANUFACTURED BY REGEL, STEEL CITY, RACO, T 4 B, EFCOR OR EQUAL. EMT SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE SUSPENDED CEILINGS OR CONCEALED N INTERIOR PARTITIONS. b. PAINTING OF ELECTRICAL CONDUITS, ETC., IP REQUIRED, WILL BE BY THE GENERAL CONTRACTOR 3. THE USE OF ROMEX OR BX IS NOT PERMITTED. 4. MAXIMUM CONDUIT HANGER SPACING SHALL BE S' -0' FOR 3/4' THRU 1 -1/4' AND 10' -0' FOR 1 -1/2' THRU 4' CONDUITS. DO NOT SUPPORT CONDUIT FROM THE CEILING SYSTEM. 5. LEAVE A 310 AWG PULL WIRE OR NYLON PULL STRING IN ALL EMPTY CONDUITS. 6. SECURE ALL RACEWAYS TO THE BUILDING STRUCTURE IN A RIGID AND SECURE MANNER, USING FASTENERS SUCH AS 'CADDY CLIPS' OR EQUAL 1. FLASH AND COUNTER FLASH ALL RACEWAYS WHICH PENETRATE THE ROOF OR USE PITCH POCKETS. INSURE THAT PENETRATIONS ARE COMPLETELY WEATHERPROOF_ ALL RACEWAY SYSTEMS EXPOSED TO THE WEATHER SHALL BE WEATHERPROOF. PRIOR APPROVAL SY LANDLORD 15 REQUIRED TO ADD ADDITIONAL EQUIPMENT LOADS TO STRUCTURE OR TO MAKE HOLES IN EXISTING ROOF. NOTIFY LANDLORD'S ROOFING CONTRACTOR AT LEAST 12 HOURS PRIOR TO ANY REQUIRED ROOF WORK 8 - WIRE: I. WIRE SHALL SE SINGLE CONDUCTOR COPPER WITH 600 VOLT INSULATION. MINIMUM WIRE SIZE SHALL SE 12 AWG, ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN UNBROKEN PACKAGES. ALL WIRING OF ANY TYPE SHALL BE IN CONDUIT. NO STRANDED WIRE ALLOWED FOR "10 AND "12 AWG SIZES. (INCREASE CONDUCTOR BY ONE SIZE FOR EVERY 150' INCREMENT OF DISTANCE FROM THE PANEL BOARD FOR 120 VOLT CIRCUITS.) SHAL SJ a. GENERAL WIRING SHALL BE TI-11.11N OR tHHN. ALUMINUM CONDUCTORS ARE NOT PERMITTED. 2. WIRE CONNECTORS SHALL BE EQUAL TO SCOTHLOCK FOR *8 AND SMALLER, AND EQUAL TO T 4 B 'LOCK -TITS' FOR "6 AND LARGER 3. THE USE OF SHARED NEUTRALS IS ACCEPTABLE FOR LIGHTING AND RECEPTACLE CIRCUITS IF INSTALLED IN ACCORDANCE WITH N.E.C. "310, AND LOCAL CODES. SEC. 16300 - TRANSMISSION 4 DISTRIBUTION WIRED GROUND SYSTEM: 1. FURNISH AND INSTALL A COMPLETE WIRED GROUNDING SYSTEM FOR ELECTRICAL EQUIPMENT AND CIRCUITS AS SHOWN ON THE DRAWINGS AND DESCRIBED GENERALLY BELOW 2. ALL GROUNDING CONDUCTORS SHALL BE GREEN, WHERE EXPOSED IN PANEL, SWITCHBOARD, OUTLET, BOXES, ETC. 3. ALL ENCLOSURES AND NON - CURRENT CARRYING METALS TO SE GROUNDED. CONDUIT SYSTEM TO BE ELECTRICALLY CONTINUOUS. ,ALL LOCK NUTS MUST CUT • THROUGH ENAMELED OR PAINTED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON - CURRENT CARRYING METALS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. 4. RUN A SEPARATE GROUNDING CONDUCTOR IN EACH CONDUIT, 12 MINIMUM, OR AS SHOWN ON DRAWINGS. FOR PANEL FEEDERS BOND THE GROUNDING CONDUCTOR TO THE CONDUIT, WHERE ENTERING AND LEAVNG THE CONDUIT. ALL GROUND CLAMPS SI -TALL BE PENN -UNION OR EQUAL, SIMILAR TO 'GPL' TYPE. CONDUIT GROUND BUSHINGS SHALL BE THOMAS 4 BETTS OR EQUAL, SIMILAR TO "3800 SERIES WITH NYLON INSULATED THROAT. 5. ALL. DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER BETWEEN THE OUTLET BOX AND THE DEVICE GROUNDING TERMINAL. METALOTOOMETAL CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE A5 A BOND FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES. ALL JUNCTION BOXES, OUTLET BOXES AND FULL BOXES SHALL BE SANDED TO THE CONDUIT SYSTEM. ALL FLEXIBLE CONDUIT SHALL SE JUMPERED WITH A GROUND CONDUCTOR B - SERVICES: 1. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FROM LANDLORD'S DESIGNATED LOCATION AND PROVIDE LIGHTING, POWER AND WIRING AS REQUIRED TO FACILITATE APPLICABLE TEMPORARY WIRING, FUSES, ETC., SHALL SE REMOVED UPON COMPLETION OF THE PROJECT. PROVIDE GROUND FAULT PROTECTION AS REQUIRED BY N.E.C. AND LOCAL CODES. 2. PROVIDE ELECTRICAL SERVICE AS SHOWN ON THE DRAWINGS, FIELD VERIFY EXACT REQUIREMENTS PRIOR TO BIDS_ ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR POWER COMPANY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR CLOSELY COORDINATE ENTIRE INSTALLATION WITH LANDLORD AND POWER COMPANY AS REQUIRED. (PROVIDE EQUIPMENT THAI IS COMPATIBLE WITH AVAILABLE FAULT CURRENT LEVELS, PROVIDE 'GABLE LIMITERS' IF NECESSARY FOR SYSTEM COORDINATION). FIELD VERIFY EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING POWER AND TELEPHONE FACILITIES PRIOR TO BIDDING PROJECT. 3. MAKE PROVISIONS FOR NEW TELEPHONE SERVICE AS !REQUIRED, AND AS INDICATED ON TI4E DRAWINGS. 4. CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION WITHN TENANT'S PREMISES SHALL BE PROVIDED AS REQUIRED FOR A COMPLETE TELEPHONE SYSTEM. OUTLET BOXES SHALL BE 4' SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. CLOSELY FIELD COORDINATE WITH TENANT'S PROJECT MANAGER TO AVOID CONFLICTS. SEC. 16$00 - L.IGHTfNCx A - LIGHTING: 1. LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED AS SCHEDULED. THE ELECTRICAL CONTRACTOR SHALL NSTALL ALL FIXTURES AND LAMPS. FLUORESCENT FIXTURES SHALL HAVE HPF BALLASTS WITH EFFICIENCY FACTORS IN ACCORDANCE WITH CURRENT CODES FOR ENERGY CODES_ 2. LIGHT FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE VIA ALL THREAD AND UNI- STRUT, AND NOT SUPPORTED BY CEILING SYSTEM. REVIEWED FOR ®E COMPLIANCE. APPROVED JUN 01 2011 City of Tukwila 3UILDING DIVISION . RECEIVED \1%i; MAY 192011 PERMIT C LATER FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: dpTricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO° ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO SEAL VINICHOLAS .J. TRICARICO STATE OF WASHINGTON • REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 SHEET TITLE ELECTRICAL AND MECHANICAL SPECIFICATIONS SHEEP NO. Gi ■ CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 SHEET TITLE ELECTRICAL AND MECHANICAL SPECIFICATIONS SHEEP NO. Gi ■ CCS PROTO RELEASE 2.0- 11/2010 i FOOT LOCKER, INC. r1' -1 3/4' PROTECT NEUTRAL LEASE LINE TO LEASE LINE PROVIDED DIMENSIONS ARE FOR REFERENCE ONLY. VERIFY ALL CONDITIONS IN FIELD AND OBTAIN NECESSARY APPROVALS FROM LANDLORD PRIOR TO COMMENCEMENT OF DEMOLITION. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 EXISTING DEMISING WALL TO REMAIN. PATCH AND REPAIR 4S REQUIRED TO MAINTAIN -� I- REMOVE EXISTING CAPPED PIPES AND SEAL AS REQUIRED, TYP. L_ J - - OL. OL OL. 24' -0' 24' -0' 4' -0 1/2° II II 1 11 11 1 II II 1 L J EXISTING STRUCTURAL COLUMN TO REMAIN. PROTECT COLUMN DURING ALL PHASES OF CONSTRUCTION. REFER TO CONSTRUCTION EXISTING DEMISING WALL TO REMAIN. PATCH AND REPAIR AS REQUIRED TO MAINTAIN EXISTING FIRE RATING. REMOVE EXISTING CAPPED PIPES AND SEAL AS REQUIRED, TYP. PLAN FOR SCOPE OF NEW WORK, TYP. REMOVE EXISTING DRAINS AND CAP AS REQUIRED. SEAL AND LEVEL FLOOR TO MATCH EXISTING FOR SMOOTH SEAMLESS, ARCHITECT: O TRICARICO Tricarico Architecture and Design PC 502 Valley Road Wayne, Ni 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com r — — _ - - — - - - rT Lin 1 I-- +-� y/ iii i ' 1 L J I l� - -1- - -1 - - ' I PIER DURING DEMOLITION LEVEL. TRANSITION, TYP. \ \ 1 1 I 1 c? I 1 I 1 li i �-i 1 1 I 1 1 1 r - 1 I I I +H 1 1 I III 1 1 I L 11 1 // I 1 1 I,V /i 1 1 1 / I-Hi II I I I - _I I \ I-- -- + - - - --i I _ _ 1 - 7 - I T - -1-- -1 I I— — — - 7 — — — - - 11 \\ 1 1 \ I I L_I L__�I 1 1 I I L -_- 71 I------ +- - - - --i I r �-- -T— .Y - --� �- EXISTING FIRE RATING. - 6, m 1 1 1 \ I I ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO LEASE LINE TO LEASE LINE - K1-- -a- -_t 7 I (---, ✓ (c I ✓ I 1 �I I I I (�,, -f�,� (�., _ J `' 1 -' 1 `' I I L-- �\ \ I - -N- k- - -�1 %\ -� HI 1 1 1 II 1 ( I H i - -i -i Iu N w p ILI tu Q w III I L_ REMOVE ALL I ___Ii '_ ' I 1--- I 1 �✓ -- (s — - - �r — —1— = =i'\ 1 1 I ( CEILING SYSTEMS, — i - - L -1- T LIGHTING AND / CEILING FIXTURES, II''� I / TYP_ - ? - - = \/ 1 1 i REMOVE ALL / \ 1 )- I I 1 1--- {--- \/ L_ _ J/ / \ �L T- -r- _ _ _ _ 1 1--- { - -T-I I I /+ (`-' I I 1 / _ _ L _ k _ r I 1 I ALL PREVIOUS TENANT'S FLOOR FIXTUES AND EQUIPMENT TO BE / 1 / / ( �, — — - - -r - I- - -I -- -�- �-- N-/-1 \ � I I 1- — — - I I I (�-,- ) �' I- - —I! (�-�1 I- --{ I 1 1 J I I ' I —I � M N OK Nn -4 , INTERIOR PARTITIONS 1 — L — — REMOVED, TYP. 1 14 I I _ V SHOWN DASHED. I / EXISTING ELECTRICAL / (-,� �. E- 7-- (c,1 }-------- (`�' L _ _ r - -1--T--I---1 (-,1 - --I (`1 1- - - (`�1 _ �- j 1� - i /� / 1 _L_ �� \ / 1 1 /\ I IL - -N (0 -' 1 I 1 I 1_ REMOVE ALL / CEILING SYSTEMS, 1 LIGHTING AND \ CEILING FIXTURES, 1 / PANELS TO REMAIN n 1 / I N - - - - �� I =� __ 1 ( --�1 I L� / -� �_ REMOVE MOP SINK / I 1 � I 11 4- -4 J IV _ _I 1 TYP. �- -� \\ - -E. i 1 i J II I I1 i I I I 1 I I II I 1 EXISTING OFFICE - — — .-z r -j _ I 1 U III------ (1 Ili i -I -- \ \ REFER t0 MECHANICAL SHEETS FOR \ ( --�1 J 5� -I ► r �' ENTIRE \ HVAC UNITS/DUCTWORK - -�\ 1 - --{ L - -I t TO REMAIN \ \ -�_ -� SEAL � � \ �� =moo D �+�� �.. `' ' ' �� �' NICHOLAS J. 7RICARICO STATE OF VJASHINGTO�!� To REMAIN (Z\ - 1- -t I _ K -I \\ (`-�1 J -\ - 1- -f `rL 14 T \\ K _ I�7i (5 1 11 - _I L- _ - - - T I -,'� (� -� I I 1 \ REMOVE ALL FLOOR COVERI1idGS (S�l I UTILIZED IN THE NEW CONSTRUCTION \ AND PREPARE FOR NEW FINI5HES. 11 I REMOVE ENTRY NOT y \ REMOVE STOREFRONT INCLUDING GLAZING SYSTEM, ENTRY DOORS, SIGNAGE, LIGHTING, PARTITIONS, AND FINISHES UP TO MALL BULKHEAD. IL // \ \ 1 I (- REMOVE ALL / CEILING SYSTEMS, LIGHTING AND CEILING FIXTURES, / 1 EXISTING TOILET ROOM TO REMAIN. // - r �7 -,1 1 (` - �- - VESTIBULE 1 1 / I I I 1 1 1 / %_ - _ _ _ _ _ - _ = - - I� — -� - - 1 I I l l MALL ENTRY 1 GLAZING TO BE 1 DURING TED 1 DEMOLITION 1 - - -J - + -- I- - -- 1 1 ¢ --/ I I \\ NA \ �/ I \\ IL (�1 (11 1 1111 111 I TYP. L -- T �/ 1 (��1 i i I -- -- fi I (��� I I -- -- -r I ( ✓� I 1 L - - - —E_ -- I� = =� -F=== R1 =_ = - = -n-= == ___ -I a —___ 11 REVISIONS � = = 1� === 1__EF_�_ .1 1 16' REMOVE EXISTING TOILET ROOM ENTIRELY. CAP ALL PLUMBING LINES 1 ¢ 1 REMOVE ENTIRE STOREFRONT TENANT G.C. TO RETAIN AS 1 TENANT MUST SUBMIT GRAPHIC _ NO. DESCRIPTION DATE L .. \. � I REMOVE EXISTING EXTERIOR PARTITION FINISHES /SUBSTRATE 0 LL/OWNER COMMENTS 05/13/11 INCLUDING GLAZING SYSTEM, MUCH FRAMING AS POSSIBLE SIGNAGE, AT SOFFIT SAMPLE PLAN 4 IMAGES FOR BARRICADE AREA TO BE APPROVED BY LANDLORD A. AND STUB -INS, SEAL AND LEVEL FLOOR DOWN TO EXISTING FRAMING. 3 SEE SHT. 422 FOR SCOPE OF ENTRY VESTIBULE, EXISTING WHICH CAN PARTITIONS, AND FINISHES UP BE REUSED. REFER TO TO UNDERSIDE OF MALL STOREFRONT SHEETS FOR TO MATCH EXISTING FOR SMOOTH NEW WORK D1.0 SEAMLESS, LEVEL TRANSITION. NOTE: DUE TO FIXTURING REQUIREMENTS IT 15 EXTREMELY OVERHANG. SCOPE OF WORK IMPORTANT THAT ANY AND ALL DISCREPANCIES IN DIMENSIONS 5/13/11 5/13/11 AND ACTUAL CONDITIONS SHALL BE . BETWEEN DRAWINGS IMMEDIATELY REPORTED TO THE PROJECT CONSTRUCTION MANAGER AND STORE PLANNER. NO NEW CONSTRUCTION SHALL BEGIN UNTIL ALL DIMENSIONING ISSUES ARE RESOLVED. . DATE: 4/01 /11 SCALE: AS NOTED .� 0 DEMOLITION PLAN��' _ GROSS AREA: 2 382 SQ. FT. , F• y /du = -Du ®r REMOVE ENTIRE STOREFRONT (INTERIOR 4 EXTERIOR) INCLUDING GLAZING SYSTEM, ENTRY PROTECT MALL BULKHEAD C0DE COMPL6ANG� �r " SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DOORS, SIGNAGE, LIGHTING, PARTITIONS, AND DURING CONSTRUCTION JUi� 01 2011 FINISHES UP TO MALL BULKHEAD. MALL OVERHANG W/ STUCCO �� Of Till TO MALL STRUCTURAL DRAWN BY: CR PROTECT MALL ENTRY GLAZING DURING F — — — — — — — — Z 1 I DOOR CONNECTED TO MALL CORRIDOR MALL STRUCTURAL FACADE REMAIN WITH ICK VENEER WITH RONIiC' UILDI � IiIIIIRI(ilaI 5 O..% ;et %Mr likaiiiii VENEERS FRONT) CONSTRUCTION 7 _� J-1 u _ _ 0 - 1 -I E E 1 1 ( I 1 . / / / / / / I % _ / I I / I I / I I / I I / I I % __ /% I I /% 11 //I I /% I I // I I //� -- �- JLJ - - � --- � L fit I_ I r / I I % I I I /J I / I JL �I m ' / - _ -I- - AS MUCH FAMING AS i POSSILE AT EXITING 0 stoEFONT WHICH cAN STOEFONT GLAZING E EUSEAOVE NEW SYM. EFTO X STOFONT SEET FOR SCOPE OF WORK o } _i m �,- . w z = J_1_ ft 8 / II I 1 I I — -� / 1 - - - - -- r it i1- � � 1 I / II I I / / I I I I / / L -- J L ---- � 1I I - -\V 2 - I V 1 / I I / 1 / \Il / / I % IL <I % I l )e j� L�J Lam_ II \ / II / a - m I I / I I / I I 11 /11 / I I j I I / 1 I --- L --- J---- I- -J1 /i t / I I I / L = = =�-- 1- 1 1 /i /L-J I Ir- 1 �L_____U ` 3l -9 3/4' (f5 1/2' 24' -9 3/4' 10' -10 1/2' PROTECT NEUTRAL PIER DURING -11' --I 3/4' LEASE DIMENSION EXTERIOR INTERIOR 29' -4 5/8' LEASE DIMENSION CONSTRUCTION REMOVE ENTIRE STOREFRONT INCLUDING GLAZING REMOVE EXISTING EXTERIOR SYSTEM, ENTRY VESTIBULE, SIGNAGE, PARTITIONS AND PARTITION FINISHES /SUBSTRATE DOWN TO EXISTING FRAMING. FINISHES UP TO UNDERSIDE OP MALL OVERHANG. SEE SHT. A22 FOR SCOPE OF . NEW WORK. Q INTERIOR STOREFRONT DEMOLITION ELEVATION SCALE: 1/4" =1' -O" @ EXTERIOR STOREFRONT DEMOLITION ELEVATION SCALE: 1/4" = 1' -0° PROJECT TITLE • 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 1. PRIOR TO COMMENCING ANY WORK CONFIRM WIT( -I THE LANDLORD TWAT THE SPACE IS a REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR SCOPE OF NEW WORK AND TO THE DESIGNATED SPACE AS SHOWN IN THE DRAWINGS. REPORT ANY DISCREPANCIES TO CONFIRM TERMINATION AND /OR REMOVAL OF EXISTING FIXTURES, DEVICES AND SERVICES. TI-4E PROJECT CONSTRUCTION MANAGER. 9. ANY MODIFICATION TO EXISTING SPRINKLER SYSTEM MUST BE APPROVED BY LOCAL 2. CONFIRM LOCATION OF ALL LEASE LINES WITH LANDLORD REPRESENTATIVE PRIOR TO FIRE MARSHALL AND COORDINATED WITH LANDLORD'S REPRESENTATIVE. DEMO. 10. EVALUATE THE EXISTING TOILET ROOM (CONFIGURATION AND FIXTURES) TO DETERMINE 3. COORDINATE WORK AND SCHEDULE WITH THE LANDLORD OR DESIGNATED AGENT. 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 4. PROTECT ALL AREAS NOT INCLUDED IN THE WORK ANY DAMAGE THAT OCCURS AS A CONDITION. COORDINATE W/ TENANT PROJECT CONSTRUCTION MANAGER PRIOR TO ANY RESULT OF THE WORK SHALL BE REPAIRED TO A LIKE NEW CONDITION 6 G.C. EXPENSE DEMO. . (SEE SPECIFICATION). 11. COORDINATE WITH ANY LANDLORD VENDOR OR CONTRACTOR TO DETERMINE THE Nu..11...._ EXISTING INTERIOR WALL 5. NOTIFY THE TENANT PROJECT CONSTRUCTION MANAGER AT ONCE OF ANY UNFORESEEN EXTENT OF WORK FOR ROOFING, PLUMBING, FIRE - PROTECTION, SMOKE EXHAUST, ETC ANY OR DEMISING WALL TO HAZARD OF ANY KIND BEFORE DEMOLITION IS COMPLETE. THE REMOVAL AND /OR INFORMATION SHOWN 15 TO BE VERIFIED IN FIELD. HANDLING OF HAZARDOUS MATERIALS (E .G. - A.G.M.) 15 NOT PART OF THIS WORK IF ANY DISTURBANCE OF HAZARDOUS MATERIAL 15 ANTICIPATED BY THIS WORK, AUTHORITIES 12. MAINTAIN AND /OR REPAIR ALL FIRE RATED ASSEMBLIES AND SEPARATIONS (WALL, MUST BE NOTIFIED 4 PRESCRIBED PROCEDURES MUST BE FOLLOWED. FLOOR, CEILING, OR BETWEEN ADJACENT SPACES ETC.) TO MAINTAIN REQUIRED FIRE RATING AS REQUIRED BY ANY CODE OR REGULATION. PROVIDE AND /OR MAINTAIN FIRE 6. NO ALTERATION'S TO THE EXISTING STRUCTURAL MEMBERS ARE ALLOWED UNLESS STOPPING AS REQ'D BY CODE. SPECIFICALL`I' NOTED. 13. REPAIR ANY DAMAGE THAT OCCURS DURING DEMOLITION TO ANY ASSEMBLY 1. ALL CONDITIONS AND DIMENSIONS SHOWN ARE FOR REFERENCE ONLY AND MUST BE SCHEDULED TO REMAIN. FIELD VERIFIED AT THE SITE. UPON COMPLETION OF DEMOLITION, ALL CONDITIONS AND • IMMEDATELYATRO THE EENANT PROJECT CONSTRUCTION MANAGER. ANY UNNOTED (EXISTING CONDITIONS WHICH MAY CONFLICT WITH TI-1E PROPOSED NEW WORK AND MAY REQUIRE MODIFICATION, RELOCATION AND OR REMOVAL SHALL BE IDENTIFIED AND REPORTED TO THE TENANTS PROJECT MANAGER AT ONCE. � REMAIN. EXISTING INTERIOR WALL, DEMISING WALL OR OTHER ITEM TO BE REMOVED. RECEIVED bli...09-27 MAY 19 2011 PERMIT CENTER SHEET TITLE DEMOLITION PLAN SHEET NO. • DEMOLITION NOTES DEMOLITION LEGEND CCS PROTO RELEASE 2.0- 11/2010. 4-0 -�- FOOT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 11' -1 3/4° / / 1214 / 5'_' / LEASE LINE TO LEASE LINE ARCHITECT: TRICARICO° Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com - , m X10 . 0 .6.13) \\ ADJACENT TENANT ,._ 24' -0' 41-0 1/2' 241-0' ACCESSIBLE FITTING RM :1 -8' 4' -8 i/ • �� 46 0 . .' • • ARCHITECT LICENSE # 4306 C 2011 NICHOLAS J. TRICARICO G �t Co • _ '� STRAPPING TYPE 'A' STRAPPING TYPE 'B' STRAPPING TYPE 'A' / • p 0 0 •• / // / AZ ID . ''�� :B �: 1, oto ___ - - - ��� m // 3' -4° 10' 3' -4° 10 3' -4° 10' 3' -4' % C4 / HOLD / / HOLD HOLD 1-IOLD 0 . ui z- Ill- - - III -7IIE - Ill- - -iIIr - -illr- -1-- �� N --\ 0I.L__IL_IL___IL_IL_IL_I Ill. All6' �L 4" HOLD 4' HOLD 15' -10' 4" u01p VESTIBULE '• 6 BAYS 9 2410.C. HOLD 6' -6' ;•� to 4 1' -10' N = 12' -0' HOLD HOLD (VANS) HOLD HOLD (VOLGOM) =� 111 z (0 4 O w w �n 4 at A. , �= N S I �� in T \ `' I. N \ u 6 -a' 1' 1/2' A182 �� A52 \ CENTERLINE OF -4 FITTING ROOM I A �O - •:..............., r......... � I II I >- 0 - !L f�V {� - ......_._.......... �.....� L .•"o: i i J S' -01 = _ 0 SALES AREA / I u T -2' // 1 O SEAL ; 306 D 1 J. TRICARICO / 1 a ' o I/ Bx CASHWRAP , I a N 4 111 O �- Z j 111 0! O 1- - Q EXISTING ELECTRICAL EQUIPMENT _ NON SALES I _1 0 _ ' A2.0 - I z - `� - 1 ' - 0 u; } 1x NOTE_ REFER TO DRAWING LOCATION A1.2 FOR LOCATION O1= IN I,UALL STfi`AFFING_ IN- WALL A1.2 \\ H r- \ STATE OF WASHINGTON 4 -1 � 10 . \ EXG OFFICE Al2 i / -I k ::1- 413 I ' • \- ' \ 5 in / STRAPPING TYPE 'A' STRAPPING TYPE 'D' STRAPPING TtYPE ' c REVISIONS ii) J 7 8' -0" 1' -5 1/4' 4 BAYS 6 •4°0.C. 2' -0' rr Al2 2; , HOLD (NIKE) 4' HOLD = HOLD O- Y� = 80-0' 1 - - ,- r�--, NOTE: STRAPPING DIMENSIONS MUST EXTEND II MIN. ISEyoND FIXTURE D I1�IENSION, TERI"IINATING AT A STUD . NO. DESCRIPTION DATE •101-4 1 I 1/2' 12'-6? 1/4' OLD 6' 0101-ED T u, 1 1 - HOLD / 0 FIRST ISSUE 04/01/1 1 ,d, :, . - �_ 6' HOLD - -_= - - 1 LL/OWNER COMMENTS 05/13/11 O -' - - - - - - - - - - - - f(j f� ` " 3 r \ cal Ill i� !j 0. cN -� �� �4 ® ' -- �- r F MALL ENTRANCE - - -- ���, -- - - i ,., -+ -- - \ \ EXISTING 3' 3' -4" 3' -4' O2 • DRAIN -4' / REFER TO DRAWING ,4 .O POR 1XTLJRE . PLACEMENT. N / HOLD / HOLD HOLD © -I EX'G TOILET ROOM STRAPPING TYPE 'C' / A22 . 8' -9 1/2' 10' -5 5/8' 50' -9 1/2' / (V.I.F.) // (V.IP.) DATE: 4/01 /11 REVIEWED FOR CODE MALL EXTERIOR , 'ER COVERED SCALE: AS NOTED A22 I^4ALKINAY7 COMPLIANCE A ' "V D GROSS AREA: 2,382 SQ. FT. _ N JUN 01 21iH SALES AREA: 1,633 SQ. FT. wALKVr�Y CURB CANOPY ABOVE (V.1.F) (VIP) CIty 0f Tukwila BUILDI�I� lill /ICI(lt�o FOR PARTITION TYPES 4 DETAILS SEE SHEET A1.1_ r_I PROJECT # : 110201 DRAWN BY: CR 0 Mn3/tI III NIP Vtalale 0 CONSTRUCTION PLAN SCALE: 1/4" = 1' -0" CONSTRUCTION NOTES DOOR AND FRAME SCHEDULE DOOR HARDWARE NOTES DOOR HARDWARE NOTES - ADA 1. INSPECT THE CONDITION OF EXISTING DEMISING PARTITIONS 4 STOREFRONT CONSTRUCTION AND PROVIDE FULL NEIGI -IT 4 FINISHED PARTITION TO UNDERSIDE OF DECK AS REQUIRED. PATCH AND REPAIR TO ACHIEVE OR MAINTAIN REQ'D FIRE RATING - TAPE AND SPACKLE TO PREPARE FOR FINISHES 2. UPON POSSESSION OF THE PREMISES, ENURE SPACE DIMENSION SHALL BE VERIFIED. G.C. SHALL SUBMIT NOTED DISCREPANCIES TO THE OWNER ARCHITECT, AND MILLWORK CONTRACTOR WITHIN 3 DAYS OF THE START OF CONSTRUCTION. 3. WHEN RE -USING EXISTING DRYWALL CONSTRUCTION, PATCH AND REPAIR WALLS AS NECESSARY TO ENSURE PROPER FIRE RATING. PATCH ALL VOIDS INCLUDING DECK FLUTES WITH NON - COMBUSTIBLE MATERIALS. 4. STOREFRONT IS TO BE SUPPORTED FROM THE FINISHED FLOOR OR BY STRUCTURAL MEMBERS ONLY AND ARE NOT TO BE ATTACHED TO OR SUPPORTED BY THE BULKHEAD OR SIGNBAND. ONLY APPROVED HORIZONTAL BRACING TO THE STRUCTURE WILL BE ALLOWED. REFER TO LANDLORD CRITERIA DETAILS. 5. 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 PREVENT POSSIBLE DAMAGE. 6. ALL DIMENSIONS ON PLAN FOR NEW INTERIOR WALL LAYOUTS ARE FROM FINISHED WALL TO FINISHED WALL UNLESS NOTED OTHERWISE. •1. PATCH 4 FIRE STOP G.WS. PARTITIONS AS REQ'D BY LOCAL CODES. 8. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE. 9. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. 10. ALL PENETRATIONS OF FIRE RESISTIVE FLOORS OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UL STANDARDS FOR THROUGH PENETRATIONS FIRE STOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCHITECT. SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CITY INSPECTORS. THE DRAWINGS SHALL BE- SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. 11. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID. 12. PROVIDE 4 INSTALL BROWN PAPER COVERING TO THE STOREFRONT GLAZING DURING MERCHANDISING. 13. MOBILE SHELVING UNITS WHEN SPECIFIED - PROVIDE A SMOOTH LEVEL FLOOR FOR INSTALLATION OF UNITS. INSTALL UNITS PER MFG. INSTRUCTIONS AND GUIDELINES. ADVISE PROJECT CONSTRUCTION MANAGER IMMEDIATELY SHOULD ANY FIELD CONDITIONS IMPACT PROPER INSTALLATION_ 14. WHEN EXPANSION JOINTS EXIST, TENANT GC TO FURNISH AND INSTALL MOVEMENT JOINTS (UK) LTD 23/W -151 OR EQUIVALENT. 15. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE. DOOR NUM. DOOR TYPE C4 /AL2) SIZE /LOCATION FINIS1 -I* FRAME MAT. 1- W. GR. 1-4 /J DETAIL THRESH DETAIL RATING REMARKS 1. ALL I-4ARDWARE REPRESENTS THE INTENDED QUALITY, STYLE AND APPEARANCE. 2. IF NEW, ALL HARDWARE IS TO BE 26D FINISH. DOOR HARDWARE SHALL BE MOUNTED AT NOT LESS THAT 36' OR MORE THAN 48' ABOVE FLOOR, UNLESS OTHERWISE NOTED. 3. PROVIDE WEATHER STRIPPING AND ADA THRESHOLD AT EXTERIOR DOORS. ALL THRESHOLDS SHALL NOT EXCEED 1/2' MAX. HEIGHT. 4. ANEW SECURITY EXIT DEVICE WILL BE FURNISHED AND INSTALLED BY SECURITY SOLUTIONS, 415- 3'16 -1600. SEE DETAIL 8/E4.1 FOR ADDITIONAL INFORMATION. 5. EXIT DOORS SHALL BE OPERABLE FROM 114E INSIDE WITHOUT THE USE OF .4 KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 6. HARDWARE AT SERVICE DOOR SHALL BE BUILDING STANDARD AS WHEN REQUIRED BY THE LANDLORD CRITERIA. ADA 4.135 ODOR WIDTH AND HEIGHTS: IH REQUIRED WIDE. HINGED DOORS, tHE OPENING 15 MEASURED WItN 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 81 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 SO THAT NO SINGLE VERTICAL CHANGE OF ELEVATIONS EXCEEDS 1/4' INCH. ADA 4.13.9 HARDWARE HAND ACTIVATED DOOR OPENING HARDWARE IS REQUIRED TO BE CENTERED BETWEEN 30 AND 44 INCHES HIGH. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL HAVE TO BE OPERABLE WITH A SINGLE EFFORT SY 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 85 LBS. FOR EXTERIOR DOORS AND 3 LBS. FOR INTERIOR DOORS, REQ'D FIRE DOORS MAY REQUIRE UP TO 15 LBS. PRESSURE. THE PRESSURE 15 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 REQUIREMENTS. ADA 4.14 ENTRANCES: ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES ARE REQUIRED TO BE MADE ACCESSIBLE. .4 PRIMARY ENTRANCE IS 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 APPROACHING PEDESTRIAN WAYS. a RECEIVED MAY 19 2 `/ O11 ITT ER P'63 O E SEE SHEET A2.10 MALL TO SALES POWDER COATED METAL 14 SHEETS A2 0 -42.1 2/43 0 _ SEE NOTES #1,5 D SEE SHEET A22 SALES TO EXTERIOR POWDER COATED METAL lg SHEETS A22 -A23 5/430 _ SEE NOTES #1'3'5 3O g 3' -0' X 1' -0' X 1/3/4' SALES TO STOCK CLEAR POLY. METAL 2,4 5 -6/Al2 3/A3.0 SOLID CORE BIRCH DOOR W/ 2 COATS OF CLEAR SATIN POLYURETHANE. DOOR MUST BE SANDED BETWEEN COATS O C 2' -2' X 4' -9' X 1 3/4' FITTING ROOM PRE- FINISH PRE -FAB WOOD d 2-31,412 _ _ O C 3' -0' X 4' -9" X 1 3/4° FITTING ROOM PRE- FINISH PRE -FAB WOOD 4 2_3/,412 _ _ Q EXISTING EXISTING DOOR TOILET ROOM FTC) EXISTING 3 EXISTING _ _ SEE NOTE #8 1X EXISTING EXISTING DOOR OFFICE PTO EXISTING 25 EXISTING - - SEE NOTE #8 gx EXISTING EXISTING DOOR STOCK TO EXIT PTD METAL 5 EXISTING 3/,430 45 MIN. EXISTING DOOR TO REMAIN W/ NEW -HEM' LOCK SET, SEE NOTE *9 I. NOT USED PROJECT TITLE 300 SOUTHCENTER MALL Q Q SEATTLE WA 981 8S ' SPACE #300 STORE NO 4 7 2 6 7 _ - _ `� { J /_ / / 8. REPLACE DAMAGED OR MISSING HARDWARE. REPLACE /30 tl / [ C�c�'i !?Oi u 11. m, G, )m.- 11 OCK CYLINDERS AND PROVIDE TENANT WITH (2) NEW WS /-I YS_ $2,C17/7/11 ivoi3.1,q,`1 1-L3C._ �9. REAR DOOR SIGNAGE: TENANTS NAME AND SPACE NUMBER. INSTALL A 2' HIGH, DIE CUT, VANDAL PROOF, WHITE 'HELVETICA BLOCK' STYLE LETTERS ON RED ALL. HARDWARE TO COMPLY WITH ADAAG AND LOCAL HANDICAPPED CODE REQUIREMENTS BACKGROUND. MOUNTED 5' -0' ABOVE FINISH FLOOR, Q DENOTES AN EXISTING DOOR " SEE DRAWING A3.0 FOR INFORMATION ON DOORFRAME FINISHES. CENTERED ON DOOR HARDWARE SETS SET NO. 1,4 SET NO iP SET NO. 2A SET NO. 28 SET NO. 3 SET NO. 4 SET NO. 5 15/13AI CR LAWRENCE CO. OR EQUAL TEL: tTO D000RlPATGN: FWImCSS TOP POOR PATCH •PF420ABb TOP POOR PATCH: "PH40BS PATCH LOCK •CRL •,61-1R20556 CYLINDERS MUST BE COMPATIBLE WITH U- CHANGE CORES. PULL NA •CRL83 0122XNSEALED FLOOR MOUNT TYPE (FOR O PROOF PEN POSITION) • �OIPS FINISH: CUSTOM Son RUBBED BRONZE FMISH K4 Lt4EER OR EQUAL DOOR 190 i=RAME: NARROW B 451 2' X 4 V2' LOCK ADAMS -RITE MS Ib50A DEADLOCK. ADAMS-RITE MS 1 MUST 8E COMPATIBLE WITH U- CHANGE CORES. PULL 14.4NDLES: CO- 12 /CP -u CLOSER 51NCsLE ACTING: NORTON 1601 SURFACE CLOSER ACTING SWEA � SINGLE DOOR SWEEP GE AIR F(N181-k CUSTOM SOFT RUBBED BR�tzE FINtsH DOOR TO EGRESS: 1 1/2 - PAIR OF BUTTS 1 - LATCH SET 1 - WALL STOP 3 - SILENCERS 2 - KICKPLATES 1 CLOSER NON - EGRESS DOOR: 1 1/2 - PAIR OF BUTTS 1 - LATCH SET 1 - WALL STOP 3 - SILENCERS 2 - KICK PLATES 1 - CLOSER 1 1/2 - PAIR OF BUTTS 1 - PRIVACY LOCK SET 1 - WALL STOP 3 - SILENCERS 2 -KICK PLATES 1 - WALL STOP, SATIN CHROME HARWARE FURNISHED BY ODOR, INSTALLED SY G.G. 2- STANLEY 4'F -1"10 SPRING: LOADED HINGES 4 1/2' x 4 1/2' FIN D26. 1- SCHLAGE 880 PD JUPITER STOREROOM LEVERSET FIN 026 HARDWARE FURNISHED 4 INSTALLED BY GC 1- DOOR STOP, IF - QUI- . 1 1/2 - PAIR OF (BUTTS 1 - WALL STOP 2 - KICK PLATES 1 - SURFACE MTD. DR (3/4 HR DOOR) 1 - CLOSER 1 - PEEP HOLE 1 - WALL STOP, SATIN CHROME SHEET TITLE CONSTRUCTION PLAN SHEET NO. • BUTTS: IVES STANDARD WEIGI -IT 5 KNUCKLE WALL STOP: IVES, *401CCV BEARING HINGES *588A 4 1/2' X 4° SILENCER: IVES, #SR64 PASSAGE SET: SARGENT 101.115 'L' LEVER DESIGN REDUCER STRIP: SEE SILL DETAILS PRIVACY LOCK SET: SARGENT 10U65 'L' LEVER DESIGN CLOSER: CORBIN RUSSWIN DC620ID SERIES KICK PLATE: IVES, #8400 -5320- 12X34 -CS 400yG:�. 1 w 1 c Ft 114v'ek &(11-77/0/ �! l _ l✓v r � � ���' ��� s ���� j� � T7p G � 1 p�.p lr- 17 I4d lOci�- s,d- C9 „Lie (� �I /.1.5 ;'4- `,� �� v:/i {� $ C- 4 _ _ l O� S `%j G -- �� yna�,t �rf% �,� k�, „, (r�ae� :,1� 9 CCS PROTO RELEASE 2.0- 11/2010 4-0 -�- FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO° ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO NICHOLAS J. TRICARICO STATE OF WASHINGTON REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 1) ALL METAL STUDS TO BE CEMCO LC.B.O. *3403 -P 3 5/8" x 25 GA. AT 16' O.C. THROUGHOUT STORE AND 3 5/8" X 25 GAUGE AT 16' o.c. AT STOREFRONT UNLESS NOTED OTHERWISE. ALLOWABLE UNBRACED HEIGHT AS PER CHART BELOW. METAL STUD SIZE MAXIMUM UN- BRACED HEIGHT . 3 5/8' TOP TRACK 4/01 /11 3 5/8° TOP TRACK AS NOTED 35/8'X25 GA. 11' -3' 3 5/8° X 20 GA. 14' -0' 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' -0" 2) ALL CONNECTION AND FASTENERS TO BE AS PER DETAILS. ALL MANUFACTURERS AND L.C.B.O. * TO BE STRICTLY ADHERED TO BY G.C. UNLESS APPROVAL FOR EQUAL SUBSTITUTION 15 RECEIVED FROM THE BUILDING DEPARTMENT. 3) ALL GYP. WALL BOARD TO BE 5/8' TYPE 'X' THROUGHOUT. ATTACH w/ i' TYPE S DRYWALL SCREWS 12" O.C. VERTICALLY AT STUDS ,AND 8' O.C. AROUND PERIMETER. 2,382 SQ. FT. DECK DECK $ PROJECT # : 110201 FIN. GLG. CR / 1 0 r/ / A `J / / 0 EXISTING PARTITION DECK - SMOKE SEAL AT ALL CEILING LINES 3 -5/8" MTL. STUDS 6 16' O.C. WITH (1) LAYER 5 /8" TYPE "X° G.W.B. TYP. EACH SIpE -RUN FROM SLAB TIGHT TO PECK ABOVE P 4RTITION IS NOT RATED INWALL METAL 3 5/8" X 2oGA. DIAL. Bi�ACINC 48' O.C. TO STRUCTURE ABOVE. 3 -5/8' MTL. STUDS 16' O.C. WITH (1) LAYER 5/8" TYPE "X" G.W.B. T. EACH SIDE -RUN UP FROM SLAB TO G.W.B. CEILING. TRACK 3/4' FIRE RETARDANT PLYWOOD METAL STUD CHART SMOKE SEAL AT ALL TE: NOTE: AT PARTITIONS AND /OR FURRING (SALES AREA SIDE ONLY) REFER TO PERIMETER WALL FIXTURE SYSTEM DETAILS FOR METAL STRAPPING (BLOCKING) . REQUIREMENTS SHEET A1.2 AND A5.1 NOTE: PARTITION TYPES REFER TO STUD DEPTH NOT GAUGE. REFER TO METAL STUD CHART TO DETERMINE THE PROPER GAUGE OF STUDS TO USE. z o +- u ri CEILING LINES INWALL METAL 6" METAL JOISTS 6 16" O.C. 5/8' TYPE °X' G.W.B. CEILING �� " 3 -5/8 MTL. STUDS 16 O.C. WITH (1) LAYER 5/8" TYPE "X' G.WS. TYP. EACH SIDE -RUN UP FROM SLAB TO G.W.B. CEILING. TRACK INSTALL REQUIRED STRAPPING FOR WALL FIXTURE SYSTEM. ADD (1) LAYER OF 1/2 TYPE °x" G.WB. ON TENANT SIDE -FROM SLAB TIGHT TO DECK ABOVE (SEE I /A1.2 FOR MORE INFO.) FIN. FLR $ PARTITION NOTES PA INSTALL REQUIRED STRAPPING FOR WALL FIXTURE SYSTEM DIRECTLY ON MTL. STUD (SEE 1/41.2 FOR MORE INFO.) I TRACK EXISTING INTERIOR PARTITION TO REMAIN. PATCI -I AND REPAIR AS REQUIRED TO 3-5/8° BOTTOM FIN. FLR MAINTAIN ANY EXISTING FIRE RATING AND PREPARE FOR ANY NEW FINISHES. EXIST'G FARTITION 3 -5/8" BOTTOM FIN. FLR 3 -5/8' BOTTOM FIN. FLR $ 43 EXISTING FULL HEIGHT DEMISING WALL TO REMAIN. WALL MUST CONFORM TO 1 -HOUR FIRE RATING CUL46 5) AND LOCAL CODES. 5 . #"4 INTERIOR PARTITION - - - - PATCH AND REPAIR AS REQ'D TO EXISTG MAINTAIN EXISTING FIRE- RATING AND PREPARE FOR ANY NEUJ FINISHES. IDEMISING PARTITION .. ■ A PARTITION FURRING INTERIOR PARTITION INTERIOR PARTITION A2 NOT USED D2 SMOKE SARRIER e ED1 . . Al PARTITION TYPE "B" PARTITION TYPE "C" PARTITION TYPE "Dl" PARTITION TYPE "D2" PARTITION TYPE "A" . 3 5/8' TOP TRACK • • . • ' • _ 3 5/8' TOP TRACK DECK $ DECK $ TO ALIGN a 0 • 3 -5/S' MTL. STUDS 16" O.G. WITH (1) LAYER 5/S" TYPE "X" G.W.B. ONE SIDE ONLY - RUN FROM SLAB TIGHT TO DECK ABOVE. 3 /S° TRACK TOP OF WALL WITH PAINT LINE REVIEWED FOR CODE COMPLIANCE t AP's O`ED JUN 01 2011 City of Tukwila �ulL�l�� I'111/l��f��� BEV1StONNCL RECEIVED .15 ■�- MAY 19 2011 . PERMITCENTER a 11 /` AS PROVIDE BRACING . REQUIRED 3 5/8" MTL. STUDS 6 16° O.G. WITH (1) LAYER 5/8" TYPE "X" G.W.B. TYP. EACH SIDE WING WALL TO EXTEND TO THE LOWEST POINT OF THE EXISTING STRUCTURE AT THE SALES NON -SALES WALL - ('PAINT LINE') REFER TO INTERIOR ELEVATIONS AND COORDINATE EXACT HEIGHT WITH PROJECT CONSTRUCTION MANAGER 3 5/8" BOTTOM TRACK -5 BOTTOM FIN. FLR $ FIN. FLR $ • PPIPPgi- INTERIOR PARTITION . INTERIOR PARTITION WING WALL PARTITION TYPE "E" PARTITION TYPE "F" NOT USED NOT USED , - _ . NOT USED FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO° ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO NICHOLAS J. TRICARICO STATE OF WASHINGTON REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO 47267 SHEET TITLE PARTITION TYPES SHEET NO. Al .1 CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01 /11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO 47267 SHEET TITLE PARTITION TYPES SHEET NO. Al .1 CCS PROTO RELEASE 2.0- 11/2010 - G.11.1.8. ON METAL GYP. BD. GYP. BD. PRE - FINISHED 3/4' X 6 1/2° MDF WALL GAP Fool-LOCKER I NC - , INI5 FINISH ,e 1 /2 !! AND TERMINATES A CAP TOP OF WALL., ALL JOINTS IN WOOD GAP MUST BE BISCUIT FRAMING (TYP.) INSTALL CORNER GUARD OVER SEE A3.0 �_ ISH X E " 0 a JOINTS. "� ...: ACRYLIC WALL. PANEL (WHERE REQUIRED) (TYP.) 11111fill� 1111Efflfill5i1 APPROXIMATE LOCATION OF BASE BELOW- SEE A3.0 FOR DESCRIPTION OF BASE OF CAP TO FACE OF WALL) ' . 1 . 1 3/4' (EDGE ACRYLIC (WHERE REQUIRED) WALL PANEL (TYP.) STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ' 'f � ;::. - 1/4' (EDCz OF CAP TO EDGE OF BASE) .:.• • ,.• • • ° . ,... -.. � ....•. .•• ..: • �.::.... • V v • 61/2 I 61/2 Jr O E A3.0 Et P. BD. R ISH O OR ¶ ARCHITECT: R TRICA TRICARICO® Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tncanco.com ,:::,::,:d:mic ti _ /4:f PLATE MIRROR I: 1 1 I 1. I , I' 1 1 1 .,1 r 3/4 3/4 - G.W.B. ON METAL J J .- ; _ I SALES /STOCK WALL 1 SEE A1.0 FOR I 1. I FRAMING (TYP.) 2 ° X 2' X 72' HIGH CORNER GUARD W/ CLEAR BRUSHED ALUMINUM FINISH BY TENANT G.G. NOTE: BOTTOM OF CORNER GUARD STARTS AT TOP OF WALL BASE. PARTITION TYPE I O CORNER O J L. - J.,(= L -- TRIM 1X4' CORNER TRIM l'X4' WD -. 1 .... :. . .. .. . ..•:.. ... ........... • .. - `5 ill 1 WD TRIM- SEE ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO TRIM- SEE 43.0 FOR FINISH . . . .... 5' ..; - - .. ..... .. 14' -3' HOLD `r .}- 43.0 FOR FINISH `r 5° DETAIL 8A DETAIL 8B DETAIL 8C DETAIL 8D / i))fl / / 10, DECK WALL FRAMING �� - " SCALE: 1 = -0 9 ' • NON - 1�+ -SALES ��-�� � , • - • SCALE: 3" =,' -o" 8 , COLUMN ELEVATION SCALE:1 1/2" =1' -0" 1/4' MIRROR ON MASTIC #020 FI ISH AT N 4' TO 10' -0° GREY METAL- GC BEHIND MIRROR (TYP.) *110669 SATIN #020 FINISH 4' TO 10' -4' AFF. X4' WOOD BASE A3.0 FOR FINISH. BASE MUST PAST METAL J- MOLDING TO 4 BOTTOM - P B M A.F.F. � CORNER �: 2° 2' G.UJ.B. ON MTL. SATIN MIRROR 1/2 , 1/2' FRAMING �,, (TYP.) 3 /S' BACKING s O Z u`�l � BY CORNER \ ri FINISH STYLMARK G WB ON MTL FRAMING CtYP.) "-'- /� T , II SEA , :k \� \\ `.� ► I � lit TRIM - , LJI� I � w &Mr 7/16'/ TRIM S/4' - MITERED CORNER � � - -, ' � � ' __ . �� �: EGISTER ` : ; SEE NOTE: EXTEND TRIM. ` - - - -- 1 i^ - - - -- 1 2� 1111111111=1111111117 a ` PROVIDE ANCHORS NICHOLAS 1.7A «• • THREE (3) PER JAMB gD TYP. FOUR CORNERS STATE OF WASHINGTON STIFFENER SCREWS AT 24' O.G. ISOMETRIC OF 3/5' GREY MTL. 412 \ 6 ; DOOR HEAD SCALE 3" =1' -0" ,- DOOR JAMB SCALE: 3" =,' -o" BACKING 1/4' MIRROR FINISH CtYP.) z N o z \ .. . :. .. � n— �. NOTE: REFER TO DOOR AND HARDWARE SET SCHEDULES SHEET A10 3 I.�. REVISIONS SD e . ! ` 1 0 ; � 10 1 I ��� 4 1p Ar_4,p� I� / LAO LOW ////7, TYPICAL COLUMN ENCLOSURE TO BE TIGHT AS POSSIBLE t0 COLUMN UNLESS OTHERWISE CALLED OUT ON SHEET A1.0. • � Al2 NO. DESCRIPTION DATE —J 2. 2, 3 -m %� ` // \ \ �' 2° 3- z• �� 3' 3' 0 FIRST ISSUE 04/01/11. +r� SS A1.2 Al2 FRONT OF STORE 3�_� 3�.�• -�' 3'_0• ' Fr /11 LL/OWNER COMMENTS 05/13/11 �' �� f� 5/8 G..U.B. ON 3 5/S MTL. FRAMING • TIGHT TO COLUMN - PAINTED. P Z t0 CLG �� �\ �� /. / / / / / 1 ` �� �\ �� /, / / / / / i // i r �AFp OPEN HINGES PRE- q A1.2 w `� 3/8 GREY MTL. I 1 MORTISED \ / \ — ri �, n `\ (DOOR ONLY) Al2 — u v- ,�� EXISTING STRUCTURAL COLUMN VERIFY SIZE IN FIELD . 3 x 3/4' / .cl /_ /.(�___ �, COLUMN ENCLOSURE REFER TO DETAIL 1A /Al2 �� ■M•F FRAME _ r „j, • -" `���� ; }- MINIMIZE DIMENSION BACKING J �JL CORNER TRIM �: A1.2 1/4' MIRROR FINISH , f i . - /z �, LOCKSET FIELD MORTISED „_� / e Al2 r- \ SEE 41.0 5/4' X4° WOOD BASE - \ �� - /� ' / 85 SEE A30 FOR FINISH. NOTE: BASE MUST EXTEND PAST METAL TRIM. ' -- `' OPEN DATE: 4/01 /11 7/ / PREFIN. MDF DOOR 'd'12 SCALE: AS NOTED HOLLOW CORE ` SOLID CORE FITTING ROOM DOOR EXTERIOR STOREFRONT INTERIOR STOREFRONT ` METAL. DOOR BIRCH DOOR GLASS DOOR GLASS DOORS DOOR TYPE "A" DOOR TYPE "B" DOOR TYPE "C" . DOOR TYPE "D" DOOR TYPE "E" METAL DOOR FRAME GROSS AREA: 2,382 SQ. FT. WWII SALES AREA: 1,633 SQ. FT. 7B COLUMN ENCLOSURE DETAIL SCALE: 1 1/2" =1' -0" 7A NOT USED SCALE: 1 1/2" =,' -o" 4 DOOR TYPES SCALE: 3/8" =,' -o" PROJECT # : 110201 • _ AFF. 0 DRAWN BY: CR / / I � / / / / REVIEWED FOR PLIANCE SOD E COMPLIANCE PO �% ®g `a JUN 01 2011 / / / / � � 0 0 / / � / / / / / / / / / % / / O / / / % % CLOCK OUTLET, IF REQUIRED, REFER TO ELECTRICAL \ / / / / / / / / / / / / / / , / / / / /. TYPES INSTALL IN -WALL CONTINUOUS 12"H X 16GA. MIN. METAL STRAPPING W/ MIN. (2) *10 SCREWS SCUD. PER COORD. LOCATIONS W/ FIXTURE MFG. RECEIVED MAY 19 2011 PERMIT CENTER 0. -0' IlL Vale - - II 11 R y 11 �1 ��� 0lti oiTuk SHEETS .INSTALL 2 ROWS OF IN -WALL CONTINUOUS 12'H X 16 GA MIN. METAL STRAPPING W/ MIN. (2) *10 SCREWS PER N!! -' r- INSTALL IN -WALL CONTINUOUS 12°1-4 X 16 GA. MN. METAL STRAPPING W/ MIN. (2) *lID SCREWS PER STUD. CooRD. 10' -10' FITTING AFF. � / / / / / / / / INTERIOR PARTITION F TO REFER PARTITION TYPES Z � (L q(1� t- N STRAPPING W/ MIN. (2) *10 SCREWS PER STUD, s` / / I�G DIVISIC�w �IJII�� z � "� G.W.B. ON METAL FRAMING ROOM ►' SALES AREA / / r / Z fl- q cn INSTALL IN -WALL CONTINUOUS 12 °H X 16 ♦ \ / / / / O / w cr) INSTALL w IN -WALL X CONTINUOUS O fli --'� N < XO t1 1- z 0 U- Z Q i- r' 6' . \ (' I • . -- - -I' -0' Q cA 0 zi- I•' -. 11�! -- - -: -. iil PREFIN. 3/4' X 3' MDF DOOR JAMB . ' OWL 3/4' MDF FRAME DOOR JAMB (BEYOND) PREFIN. 1' X 4 Z / 1/t3' MDF TRIM z vs) -1) `� \ / / / / � / / / 4 GOORD. GA. MIN. LOCATIONS W/ FIXTURE MFG. Z a . N _ %i I � / / / / 4 / METAL STRAPPING W/ MIN. (2) *10 SCREWS PER STUD. COORD. ? LOCATIONS Q W/ FIXTURE q MFG_ c -' INTERIOR PARTITION - REFER TO 4 / / � / / / / ,4 I / 12"H X 16 GA. MIN. METAL M STRAPPING 0 W/ MIN. (2) *10 j SCREWS PER SCUD. COORD. 0 LOCATIONS ? W/ FIXTURE p- MFG. 4 N = INTERIOR PARTITION - REFER TO ! FITTING ROOM HEADER SCALE: 1 ,/2" =,' -o" PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 3° ' �� 3' -0' 3' . \ ? A- Q / �c i 0 `r 3 FITTING ROOM LOCATIONS W/ FIXTURE MFG: ` 0 ? INTERIOR PARTITION - REFER TO PARTITION TYPES -' 0' -0" Al2 \ �' iq / / / / N WALL SCHEDULED e 0' -0' / PARTITION \ TYPES N / / PARTITION TYPES . 0' -0. • I I - - E, - SHEET TITLE CONSTRUCTION DETAILS SHEET NO. A l . 2 =',1- ' :.. W�* �. . —. —.— PASSAGE PRE - MORTISED FOR HINGES (DOOR ONLY) GIUB. ON 0,_ 0' -0' —mac— FIN. FLOOR 0 -,� FL�OR FIN. FLO \ FIN. FLO�R FIN. FLOOR'S' • LOOR `, 0 9r 412) MTL FRAMING (TYP.) PREFIN. 1' X 4 -1/5' MDF DOOR JAMB PREFIN. 3/4' X 3" MDF TRIM I f a I I I ID . � I T4[I I� I I I TAH D TAI I I I 0 DETAIL AT FITTING ROOM DOOR SCALE: 3 " =1' -o" O WALL STRAPPING DETAILS • SCALE: 3/4 " =,' -o" CCS PROTO RELEASE 2.0- 11/2010 MIN. TOILET ROOM ACCESSORIES SCHEDULE ONLY AS REQ'D) TOILET ROOM GENERAL NOTES FOOTLOCKER INC. GRAB BARS L IF NEW TOILET ROOM' IS IDENTIFIED ON PLANS: 1- BOBRICK B -6806 SATIN FINISH WITH CONCEALED MOUNTINGS 1 1/2' DIAMETER (TEL: 818- 982 -9600) TOILET ROOM TO BE LOCATED IN 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 PROJECT CONSTRUCTION MANAGER IF CHANGES ARE NECESSARY. TEN. G.G. TO VERIFY LOCATION AND ORIENTATION OF EXISTING TOILET ROOMS) (IF ANY) AND UTILIZE WHEN POSSIBLE EXISTING PLUMBING. WALLS AND PLUMBING LINES TO MINIMIZE EXCESSIVE WORK AND NOTIFY TENANT REP. IF CHANGES ARE NECESSARY. 2. PROVIDE AND INSTALL A (11) 30 MIL. CNN.) WATERPROOF MEMBRANE. EXTENDED A MINIMUM OF 4' UP VERTICAL SURFACES IN TOILET ROOMS OR AS REQUIRED BY LANDLORD. 3. PROVIDE AND INSTALL A FLOOR DRAIN IF NOT EXISTING. 4. PROVIDE AND INSTALL MARLITE FIBERGLASS REINFORCED PANEL (F.R.P.) WAINSCOAT TO 4' -0' AFF- REFER TO SHEET A3.0 FOR FINISHES. 5. SEAL FULL AROUND ALL EDGES ' ADJOINING MAT'LS WITH CLEAR SILICONE (WOOD BASE TO WALLS MIRROR TO WALLS, BENCH TO WALLS, ETC.) 6. IF 'EXISTING ToILE1 Roots' IS IDENTIFIED ON PLANS: TOILET TISSUE DISPENSER 5' -0' 2. BOBRICK B1686- SURFACE MOUNT (TEL: SIS -982 -9600) I MIRROR _ 3. BOBRCK B- 293 -1836 STAINLESS STEEL TILT MIRROR 18' X 36' (TEL: 818 -982 -9600) STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 . ;- - i a SOAP DISPENSER / .i FITTING RM. ( 4. TO BE PROVIDED BY STORE OPERATIONS AT THE TIME OF STORE OPENING. GRAPHIC, SEE A40 �j SHELVES AND STANDARDS MILLWORK BENCH COAT HOOK MOUNT 48 �� �, - 5. (2)12' DEEP 41 -0' WIDE 1 1/2' SHELF - PLASTIC LAMINATE (6) SIDES ON MDF. '� 6' -0' AFF. ON (2) GARCY 604 STANDARDS WITH (4) GARCY 12' 686 BRACKETS 1 =AUGET IF TOILET ROOM IS IDENTIFIED AS 'EXISTING' ON PLANS, TEN. G.C. TO VERIFY ACTUAL EXISTING CONDITIONS AND REPORT To MANAGER CONSTRUCTION � DETERMINE MANAGER NA& TO CONDITION Io E DOE IN FIXTURES AND THE PROJECT CONSTRUCTION TOILET ROOM. 'f. PLUMBING FIXTURES w \ 2APP. \ c \\ ARCHITECT: R TRICARICO Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 ) ( ) www.tricarico.com HOOK PANEL 1I- �� I �� ��'1 �� 14 .� / ►♦ �� �� ■ �4 6. DELTA MODEL SI SIX-FOOT �LAUNDRY HOSE FAUCET WITH THREADED SPOUT. ADA COMPLIANT. 4' CENTERS. SUPPLIED AND INSTALLED BY GC. GC 16 ALSO TO 42131 CLASSIC REFERENCE MECHANICAL SHEETS) FOR EXTENT OF PLUMBING WORK- ALL NEW PLUMBING FIXTURES UNLESS OTHERWISE SPECIFIED ON PLANS, TOILET " ZD j PAPER TOWEL DISPENSER INDIVIDUAL SKATEBOARD i.- TRUCKS MID BY GC M FIELD ON PROVIDED 3/4' PLYBOO BACKBOARD. BACKBOARD TO BE ATTACHED TO WALL a ROOM ACCESSORIES SEE TOILET ROOM ACCESSORY SCHEDULE ON THIS SHEET 9. ACCESSIBLE TOILET ROOM - - 4 .i BOBRICK MODEL 13 -253 A1.3 DETAILS PROVIDED FOR FINISH REQUIREMENTS ONLY. IN THE EVENT AN ACCESSIBLE TOILET ROOM IS TO BE PROVIDED, REFERENCE 'ADA TOILET ROOM REQUIREMENTS', BELOW 10. ADA 416 ' 8. ADA BRAILLE SIGNAGE �� 4 ,' 3' 0' W. X 6' -8' H. MIRROR 1' 6' W. X 6'43'14. MIRROR W/ NO VISIBLE FASTENERS. WATER CLOSET: THE HEIGHT IS REQUIRED TO BE A MINIMUM OF I'i INCHES AND A MAXIMUM OF 19 INCHES MEASURE TO THE TOP OF TI-4E SEAT. FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING HANDLE WITH A MAXIMUM OPERATING FORCE OR 3 LIEF OR BY A REMOTE LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON IS 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 DEPEND 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 MUST BE A Lb GALLON FLUSH FIXTURE. 11. ADA 4.19 NOTE: ALL TOILET ROOM ACCESSORIES FINISHES TO BE �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.C. TO INSTALL NON - COMBUSTIBLE BLOCKING AS REQUIRED FOR ALL ACCESSORIES. • / \ / i ` 111 ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO �/ - -� ` _ T ������o�os&, - � _ I i / ` PATCH AND REPAIR WALL AS REQ'D AFTER DEMOLITION OF ADJACENT PARTITIONS. MILLWORK FITTING ROOM DOOR AND FRAME -REFER SCHEDULE �� .I_ I :S 4' 31 -0' i 0 LAVATORY: PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES WIDE WITH a INCHES MINIMUM DEPTH AT THE TOP. PROVIDE TOE CLEARANCE AT LEAST 30 INCHES WIDE, TO 9 INCHES ABOVE THE FLOOR AND 11 INCHES DEEP FROM THE FONT OF THE LAVATORY. " NO HEIGHT LIMITATIONS ARE SPECIFIED FROM THE TOP OF THE LAVATORY, BUT 34 INCHES IS RECOMMENDED BY THE FEDERAL ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD CATBCB).. 12. 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. 13. INSULATE OR COVER HOT WATER AND DRAIN PIPES UNDER LAVATORIES. 14. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. 15. FAUCET CONTROLS AND OPERATING MECHANISMS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CAN NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS IS NOT TO EXCEED 5 LBF. LEVER - OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF- CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 16. ADA 426 GRAB BARS: LOCATE GRAB BARS ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE WATER CLOSET. 33 INCHES ABOVE AND PARALLEL to THE FLOOR GRAB BARS AT THE SIDE ARE TO BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET. GRAB BARS AT THE BACK CAN NOT BE LESS THAN 36 INCHES LONG. 11. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE IS REQUIRED TO BE 1 1/4 TO 11/2 INCHES, OR THE SHAPE IS TO PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BAR5 ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR IS TO BE 11/2 INCHES. 18. GRAS BARS SHALL NOT ROTATE AND SHALL WITHSTAND 250 LBS/FT BENDING, SHEAR AND TENSION. 19. GRAB EARS AND ANY SURFACE ADJACENT TO THEM CAN NOT HAVE ANY SHARP OR ABRASIVE ELEMENTS. EDGES ARE TO HAVE A MINIMUM OR 1/S INCH. 20. ADA 4.19�`j� 14 �� ►� 4 � .4 © I TO DOOR _ ® j I' -9' S' 1 1A A13 VESTIBULE �: 5' -10 �� • 0 3/8' �r 1' -3 5/8' 9 M ■ 2 -6 2 L--�.- .;I / AIZ SIM. Mr SEAL R E D ,T� NCHOLAS 1. TRICARICO STATE OF WASHINGTON ■ HOOK PANEL MILLWORK FITTING ROOM DOOR AND FRAME -REFER ,' h "���d) INDIVIDUAL SKATEBOARD TRUCKS MTD BY GC IN FIELD ON PROVIDED 3/4' PLYBOO .1 _ __'� �: � �� ��. /� EQ f 11° 11' EQ� ,�I TO DOOR SCHEDULE 0 `r pBACKBOARD. BACKBOARD � TO BE ATTACHED TO WALL \ Ip �' W/ NO VISIBLE FASTENERS. 3' 0' W. X 6'-8' H. ACCESSORIES: WHERE SANITARY NAPKIN, WASTE RECEPTACLES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED. AT LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE FLOOR_ 21. MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES FROM THE FLOOR ,- 22. ACCESS. TOILET ROOMS SHALL HAVE TOILET PAPER DISPENSERS MTD. AS SHOWN. HT. SHALL BE l'-9' AFF., DISPENSERS SHALL NOT PROJECT BEYOND THE FRONT OF THE WATER CLOSET. DISPENSERS THAT CONTROL DELIVERY OR DO NOT PERMIT CONTINUOUS FLOW SHALL NOT BE USED. 23. ACCESS. TOILET ROOM STALLS SHALL HAVE TOE CLEARANCE AT THE FRONT PARTITION 4 AT LEAST ONE SIDE PARTITIONS OF 9' A.F.F. IF SUCH SPACE 4S NOT PROVIDED, LENGTH 4 WIDTH OF STALL SHALL BE INCREASED BY 9' IN EACH DIRECTION ALL DOOR ARE TO SWING OUT. MIOR GRAPHIC, SEE A4.0 / //� FITTING RM. I REVIEWED FOR JODE COMPLIANCE t�(��Q�yj�( ��� ®[{p]��11gy1�pW A APPROVED V ®ice /♦ ■ � /� I A / ���������������- ���������- ���������-�������- 1 . . � ,AL��A.��������A�������A.A...a. ���46. ��� -��� A ..�. . 1 JUN 0 1 9 2011 '; °'Io��unOti��� 5' 6' -9' REVISIONS S' SIGNS: TOI ET ROOM DOORS SHALL BE CLEARLY LABELED BY APPROPRIATE SYMBOL, SECURELY FASTENED. BUILDING DIVISION NO. DESCRIPTION DATE 0 D/13A1 0 FIRST ISSUE 04/01 /11 1 LL/OWNER COMMENTS 05/13/11 10 FITTI N G ROOM PLAN SCALE: 1/2" = 11 -0" 9 NOT USED SCALE: AS NOTED 8' -9 1/2' V.I.F. -� i 36' 1 6 � 1 3 -0 � SHELVES AND SURFACE MTD STANDARDS �2 I GRAB BAR 36 GR4B BAR 8 PAPER TOW D SPENSER EL TOGGLE o OGGLE I B L-- X 3' X 3' STL. 4 a U- 1 .- - o o VI _�__ T N _-- k RS DATE: 4/01 /11 ^- --� \ \ \ / / EXISTING ADA GRJAB B • SE 12 G. ANCHOR PLATE 0 ,u z In _ MIRROR LAVATORI' LAVATORY SCALE: AS NOTED EXISTING A. k I/2,I1/2k - _ _ I i 7 J \ / IN \ I 5' -0' CLEAR RADIIA \J 1 I QQ... a // . GROSS AREA: 2,382 SQ. F1-. 1 1/21 DIA. GRAB BAR 1 6 21-9 I/16 1 1 II U C� 3 -3 5/16' 12 SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 ■ `V\ - l'/// / luu,: ��nll I 1 I I _ - \ - a _ I OVER PLATE Q Q cL n ( u- r 36' MAX ► _ _ - } - N r :/EIGRNIFYAG EXISTING OR ROVIDE 12 °D14 X I 4 BRAILLE UNISEX E .y���7 "" \ :� , , \ \ \ \ L_i- - - - J _ �`' BY: DRAWN BY: CR OUNTING PLATE 1 1 I/2 OIA. ALUM. HANDRAIL \ ,� � / I A13 T.P. DISPENSER �} PER SPECIFICATIONS `" X a E ` r ` / / \ - 3 5/8' 2 0 GA MTL. STUD CONT. ATTACHED TO REST z q S N `� ` ` flea% irit lilt • BRACKET 41-0' O.C. MAX. 0 , `- N `� X . �, a► i m 3 5/8' 20 GA. MIL. STUD 16' oc. - / WATER CLOSET Is ' � J - - \ WALL BRACKET WALL BASE REFER TO �' ` ` ` FINISH PLAN HANDLE 6' MAX TOE -� / 5/S' GYP. BD. - 41 -0' MIN. FLUSH ON WIDE OF SPACE KNEE SPACE DASHED AREA INSULATED PIPE WRAP EXISTING FLOOR DRAIN TO REMAIN - 4 BRING CONDITION SIDE IT EXISTING TOILET ROOM vERIFY PROPER OPERATION ROOM TO 'LIKE NEW' / 8 GRAB BAR DETAIL (AS REQ'D) - SCALE:s " -1'_0" 0 TOILET ROOM ELEVATIONS (FOR REFERENCE ONLY AS REQ'D) = SCALE: 1/2 " -1' -0" 6 , - TOILET ROOM PLAN EXISTING SCALE: 1/2 " =1' -0" SEE CONT. 'J' MOLD / mg act ELEVATION A ELEVATION B , GENERAL 3' -0' /21 2' 1/2' 2° 3 H00K PANEL: BLOCKING BEYOND BY GC. INDIVIDUAL SKATEBOARD TRUCKS MTD BY GC IN FIELD ON PROVIDED 3/4' PLYBOO BACKBOARD. BACKBOARD.- TO BE ATTACHED TO WALL W/ NO VISIBLE FASTENERS. (SCREW TO MOUNT BOARD TO WALL, SHALL BE UNDER TRUCK CENTER) ., \ / / \ / x i/ © / \ r ELEV. % 1 MI 1 1/4' PLATE MIRROR W/ POLISHED EDGES Ats 'J' (� �n -- -., . ' - SEE MOW TO HAVE A BRUSHED CLEAR FINISH / SEAL ALL OPEN EDGES W/ CLEAR SILICONE / CONT. '..11 MOLD / PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE WA 98188 SPACE #300 STORE NO. 47267 ��_ 1� ® AREA OF GRAPHIC ::,,�,, , ,,,,,,;;! .- ,:::, , ..,::,.: CONTRACTOR TO CUT N FIELD. MITER i �I'. MILLWORK BENCH PARTITIONS REFER TO PARTITION TYPES 2' VESTIBULE 41.3 ALL CORNERS. SALES VESTIBULE FM ct� ELEVATION 0 - = - _ - ELEVATION D t� �i `� -0' INSTALL WOOD ELEV. ` \ ! / a, r �' -IDI A.F.F. AFF. L- - - �� PREFINISHED BENCH TOP AND FRONT -SEAL ALL EDGES W/ CLEAR SILICONE REFER TO FIXT MFG. DWGS -- 4 SECTION @ MIRROR SCALE: 6 " =1'-O' - WOOD CASINGS ' AN SMOOTH PRIOR TO PAINTING. _� - + + + + + + + + PLYBOO MOUNTING BOAR by VENDOR 3 5/8' X 20 GA METAL FRAMING. ! I PROVIDE BLOCKING ADD'L AS REQ'D SCREW TO SECURE _ © © ® ® REFER TO SHEET A6.0 '; FOR LIGHT FIXTURE MOUNTING INFORMATION � • � •• • • �• • - w. W_■ B ON I/2' -I 2' I I 4 7/8' TENANT G.C. SHALL INPILL ALL NAIL SALES AREA M HEET TITLE CONSTRUCTION DETAILS SHEET NO. Al • 3 x, HOLES WITH WOOD G.W.B. GW MTL P /8' SOLID PUTTY PARTIAL ELEVATION AT WOOD CASING • FRAMING (TYP.) MAY 19 2011 ITG�T ( BOARD TO WALL UNDER TRACK TRUCK HOOK by TENANT, 1 3' -0' X 6' -8' MIRROR p X -i POPLAR DOOR JAMB PREPARE FOR PAINT o- ► ©I INSTALLED by G.C. - G.G. TO EPDXY TRUCK SCREWS IN PLACE G.G. TO ATTACH TRUCK 1' -6' X 6' -8° MIRROR MILLWORK FITTING RM 3/4' X 2' SOLID POPLAR TRIM PREPARE FOR PAINT JAMB AND TRIM BY TENANT G.C. G�! RECEIVED TO PLYBOO BACKBOARD W/ DOOR AND FRAME 1' -1ID 1/4' PAN SPANNER SELF- TAPPING SCREW (ONE -WAY e' b\\s4 WALL BASE AS SCHEDULED' SECURITY SCREWS) ■ I PE i ,. SECTION g BENCH SCALE:1 1/2 " =1' -0" : © TRUCK/ PANEL MOUNTING SCALE: 4 FITTING ROOM ELEVATIONS 1 SCALE: 1/4 -1 -0 "- " B HEADER DETAIL SCALE: 3 - 1-o " =11 " A DETAIL AT CASED OPENING SCALE: 3 - 1 -o "- " CCS PROTO RELEASE 2.0- 11/2010 FOOT LOCKER INC. s 1 A. DAM CL -3 OPEN I 6' -6° 6' -0' l' -0' 6' -2' METAL STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10� 20 • LIGHT TRACK ;r.6EToOP OFFIT AT 12-0� `I \ \ `I 0 I I I I I LINE OF SOFFIT BANNER TRACK BRAKE PANEL ABOVE - -- - I i 11/4 L__ I ,_ _ _ ,_ 10 6 3/4 SYSTEM 8 -0 _ I I I 1 3 /IS GA. METAL FRAMING W/ _ J (- —1 _ L - LT j VAPOR BARRIER R -13 BATt OVER 5/8' GOLD INSULATION 4FF. • -.�.- BOND SHEATHING (3) - 3 5/8' X 18 GA. BEARING 1 N �� 5/8' G.I.U.B. - �- ° STUDS FOR METAL JOIST ABOVE .ARCHITECT: TRICARICO Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 692 0223 www.tricarico.com 1 I • P-2 ;n\ I _� 3' 0' L_ _ J I 4' -0' EQ C OF BOXBEAM ABOVE ) •I N 0 y CL -2 13' -5 1/2' AFF.I /// - � ``1 ACCESS PANEL O (p4) . GLAZING SILL / / � P_2 - 1:_;. j> � r �- � ;� 1 1 � - O O O 000 - N } 000 .-..7-... _ _ `\I, `I I - .� �973) I : _ ....:......:.......- _ -..:_ _ ARCHITECT LICENSE # 4306 C 2011 NICHOLAS J. TRICARICO O �Ah._ � STEEL l'-4 1/4' 1'-8 1/2' EQ E EQ E EQ E 6 -0 ° EQ EQ 4'-0' EQ ! 0.125° T1-1K. METAL CLADDING W/ ALUM. STIFFENING RIB 6 18° O.G., TYP. FINISH TO MATCH 'GMT -1' ' GALV. FIXING CLIP ANGLE WITH SPACER AS RE;:NIN � ,�% ,� /P— I i EASE LINE 4° 'C' CHANNEL s BRAKE METAL ON PLYWOOD OVER METAL FRAMING. , CL-2 a 13' -5 1/2' APP. CL-2 e 10' -I' APR I G RIB . IS O.C., TYP. CD EXISTING SYSTEM METCHANNEL MALL GLAZING CHANNEL METAL 5113/II 0 INTERIOR STOREFRONT - CEILING PLAN SCALE: 1 /2" =1' -0" ij PLAN DETAIL I SCALE: 1 1/2° =1' -0° ' 2' -6' I LINE OF 5 SOFFIT SEAM LOCATION S ' N (BEHIND MIL CHANNEL) 6' METAL CHANNEL 6 4306 ,`•' TER_ AR�i • , (3) - 3 5/8' X 18 GA. BEARING 1 STUDS FOR METAL JOIST ABOVE, - %4 ,• 1 _ _ 1 1 I I 11' 20 _ L(!,: (, PLYWOOD OVER METAL FRAMING. 5 ' la • (� I 42.0 OP P_ I I T 6? , -. 1 4' 'C' CHANNEL A2.0 SEAM SEE LOCATION PIPW- REVISIONS -3' • I • L _ = c) I 1 1 ! , 15/42.1 ■ ■ I I ' 0 I SOFFIT LINE (ABOVE) 1 NO. DESCRIPTION DATE MI _ ; .�� I , I ' ' 1/S 3 0 FIRST ISSUE 04/01/11 // 6 , COMMENTS 05/13/11 42.0 :''LOWNER .1 AT GLAZING 5 ' ;;;z; X 1GEAING I _ I k r �' a� i�_ 11111/ 4. OF 42.1 AT KNEEWALL BOXBEAM ABOVE BRAKE METAL ON 1/2' NON -COMB. PLYWOOD OVER METAL; • G. GLAZING SILL — 1111. 6' -0 3/4° 6. 6 / /6 MALL 1' -9' 1' -9' 6' -I' -6 1/2' 6' �-� 1/4' / CODEv' D FOR , MALL EXTERIOR / ,6 / C ,! � I CI I r : +— - i\` L''" r JUN o 3' -11' I' -4 5/8' INTERIOR 4' -9 3/4' 6' 9' --i' 1 20 201i -- - ----- _ - -_ -- -� I •• r �i DATE: 4/01/11 I!I I- Cl .� / / ,• / / - ®f Tu SCALE: AS NOTED 7LEASE 6' r Su LOI rns NGD /V�, LINE GROSS AREA: 2,382 SQ. FT. 6 METAL CHANNEL From SEAM LOCATION (BEHIND MTL CHANNEL) SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 INTERIOR STOREFRONT - PLAN SCALE: 1/2" =1' -0° �. PLAN DETAIL SCALE: 1 1/2° = 1' -0° DRAWN BY: CR 1 GLAZING 1 BRAKE FASCIA 6' A. SA3/11 FRY REGLET CORNER 1/2' X 1/2° METAL "XDM 1' -4' uNillir Viiiiii 4' METAL CHANNEL GLAZING 42.1 4' METAL A2.I CHANNEL 2' BLACK METAL REVEAL SYSTEM HEAD TRIM 4. INDIVIDUALLY CHANNEL REFER DRAWINGS DETAIL ILLUMINATED LETTER SIGN. TO SIGN MFG. FOR DETAILS AND 4. OF ENTRY 4 SIGN I i 3/4° X 1 3/4' 4. METAL SIGN OF BOLT 8 CHANNEL (TYP.) MALL 625 -625 REVEAL 4' -�� . r r PANEL METAL CHANNEL CEILING I BLADESIGN, REFER ' TO DTL. 5/42.4 .� in - :. ..... . . :.:.: . .:.:.;:,..::.;.:..., .,...,:::;: a ..::.:.. •<:.:.;, , .... _ .. =.:. ; ::.:.:..:::.::.:::..: ,.., •:.. >:.:::::,. �. �������� . ����'����' , 2/42.4 INDIVIDUAftTTE Y D ER SIGN. REFER TO SIGN MFG. DRAWINGS FOR DETAILS AND DETAIL 2/42.4 4_ OF BOLT & CHANNEL (TYP.) I 4 OF SIGN .. i / ----QS I I 1 " _ 0 I- to "iN * N - - - _ _ / / p `�' FRY REGLET CORNER -- -•- -� -� • GLAZING _ . � GLAZING _ a ' // 111•11/A■ ; ,� Q 4 m 6 0 al / A \ EXISTING G.WB. BUILD -OUT TRIM 4•CDM 625 -625 EXISTING= MALL COLUMN o _ ff. 5/13/II lit it II z -i Q EXIST'G DEMISING WALL REFER TO PARTITION TYPES 0° 4 2.1 GLAOZfNG PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 BRAKE METAL ON 1/2' NON-COM. PLl'WOOD,OVER METAL FRAMING_ (3) - 3 5/S X 18 GA. BEAING STUDS FOR METAL JOIST SEAM o - Q i n w BRAKE METAL PANEL FINISH: \ — ... _ �' -- ... CCS COM \'—' I 1 I �M ABOVE of BoXBEAM ABOVE 4 C CHANNEL • . CMt -i ► I IL CCS COM I COM � CCS.CC �� • • 1. CCS.COM C. ( • CCS _ '3.9. in , ____= .-- ,,, , .... ilt OH kli€ 1 II SHEET TITLE INTERIOR I 1WA / -'(^�� '- 6' ' I • LEASE LINE 4' 'C' CHANNEL PATCH AND RAIL DOOR GLAZING SYSTEM BASE 2' METAL MALL ENTRANCE VINYL GRAPHICS, REFER 3 CHANNEL / GLAZING SILL 6 METAL CHANNEL STOREFRONT PLANS & ELEVATION SHEET NO. A2 • 0 TO DTL. 4/A2.4 REFER TO DOOR SCHEDULE PANEL SEAMS TO ALIGN ,42,1 ADJACENT TENANT W/ 2' METAL CHANNEL 29' -4 V2' LEASE DIMENSION NEUTRAL PIER RECEIVED tk,.. MAY 19 2011 PERMIT CENTER . Di INTERIOR STOREFRONT - ELEVATION SCALE: 1/2° = V -0" 4 PLAN DETAIL SCALE: 1 1/2" =1' -0° CCS PROTO RELEASE 2.0- 11/2010 NOTCH PLYWOOD BACKER TO ACCEPT METAL SEAM DETAIL N.T.S. 2' FASCIA BRAKE METAL PANEL ON 1/2' NON-COM. PLYWOOD 4' 'C' CHANNEL 3 /8'x 1 1/2° LAG SCREW W/ 3/8' WASHER (TYP.) NON -COMB BLOCKING AS REQ'D 5 /S' GWB. VERTICAL CHANNEL (BEYOND) 1 1/4° X 2' X 1 /5' ANGLE EXISTING MALL / BULKHEAD ■ 2'X3/4' BLACK REVEAL 3 /5'x 1 1/2' LAG SCREW W/ 3/8' WASHER (TYP.) 4' 'C' CHANNEL BRAKE METAL OVER 1/2' PLYWOOD ON 3' X 18 GA. STUDS 16'0.C. (1 PIECE FLOOR TO GLAZING CHANNEL) SEE RCP V ENTRY CEILING 3 /S'x 1 1/2' LAG SCREW W/ 3 /8'WASHER (TYP.) 5/8' GWB. 1 >t.} 1 =1. u�•Y t SEE RCP DISPLAY CEILING 3 5/8' MTL. STUD 5/8' G.W.B. NON -COMB BLOCKING AS REQ'D RECESSED GLAZING HEAD CLEAR SILICONE CLEAR TEMP. GLAZING CHANNEL DETAIL N.T.S. DETAIL SCALE: 3° = 1' -0" 2 - 6' X 1S GA. METAL JOISTS WITH 3 5/5' X 20 GA. TRACKS AT TOP AND BOTTOM 5/8' G.W.B. ON 20 GA. MTL FRAMING 16° O.C. GWB. NON-COM BLOCKING AS REQ'D 1 3/4' X 1 3/4' GLAZING CHANNEL. COLOR TO MATCH STOREFRONT BRAKE METAL FINISH. DOOR PATCH PER SCHEDULE GLAZING 9 SECTION AT ENTRY SCALE: 3" = 1' -0" SECTION AT GLAZING SCALE: 3" = 1' -0" EXISTING MALL BULKHEAD 2" X 3/4° BLACK REVEAL 3 /8 °x 1 1/2' LAG SCREW W/ 3 /S'WASNER (TYP.) 4' 'C' CHANNEL 5/8' GUJB. BRAKE METAL OVER (2) LAYERS OF 3/4' F.R. PLYWOOD. BRAKE METAL TO RETURN TO GLAZING AT TOP 4 BOTTOM OF CHANNEL. 4' 'C' CHANNEL 3 /8'x 1 1/2' LAG SCREW W/ 3 /8'WASHER (TYP.) _" otedado, „taw/Nom: 1111M-ri aryl I IP 1 •ON -COMB BLOCKING AS REQ'D RECESSED GLAZING HEAD CLEAR SILICONE CLEAR TEMP. GLAZING 4 "H INTERRI1EDIATE 'H' CHANNEL CLEAR SILICONE M3/11 SECTION AT GLAZING SCALE: 3" = 1' -0" SIGN FASCIA PANEL BRAKE METAL PANEL ON 1/2° NON -COMB. PLYWOOD 2 - 6° X 18 GA. METAL JOISTS WITH 3 5 /8' X 20 GA. TRACKS AT TOP AND BOTTOM 5/8' G.W.B. ON 20 GA. MTL FRAMING ' 16' O.C. PAINT: P -4 BRAKE METAL PANEL TO EXTEND MIN. 1/16' PAST G.W.B. SOFFIT AND RETURN TO TERMINATE FINISH MALL FLOORING CLEAR TEMP. GLAZING APPLY A CONTINUOS BEAD OF CLEAR SILICONE BETWEEN BRAKE METAL AND METAL CHANNEL. (TYP) CLEAR SILICONE BRAKE METAL - RETURN TO GLAZING CHANNEL RECESSED GLAZING SILL NON -COMB BLOCKING AS REQ'D 3 /S'x 1 1/2' LAG SCREW W/ 3 /8'WASHER (TYP.) 4' METAL CHANNEL BRAKE METAL OVER 1/2' PLYWOOD ON 2 1/2' X 1S GA. STUDSe 12'O.C. (1 PC FLOOR TO GLAZING CHANNEL) 4' METAL CHANNEL CONC. SLAB SECTION AT ENTRY DOOR SCALE: 3" = 1' -0" 4° 'C' CHANNEL SEAM REFER TO ELEV 1 1/4' X 2' X 1 /5,' ANGLE 2' 'C' CHANNEL DETAIL @ HEAD SCALE: 3" = 1' -0" /4' GAP (MAX) GLAZING 2° 'C' CHANNEL 3' X 3/4' GLAZING CLIP. PAINTED TO MATCH STOREFRONT METAL. DETAIL @ CLIP SCALE: 3" = 1' -O" 3 /S'x 1 1/2° LAG SCREW W/ 3/5' WASHER (TYP.) 1/4° GAP (MAX) GLAZING 2' 'C' CHANNEL 1 1/4" X 2' X 1 /5' ANGLE SEAM REFER TO ELEV 4' 'C' CHANNEL 2° X 3/4' REVEAL MALL BULKHEAD V13' -11 1/2' A.FF. MALL BULKHEAD SECTION AT ENTRY SCALE: 3" = 1' -0" SECTION AT KNEEWALL SCALE: 3° = 1' -0" ' REVIEWED FOR J E COMPLIANCE , la gm = OVED 4 JUN 01 2011 City of Tukwila BUILDING DIVISION MALL FLOORING 6 5 /S' CLEAR TEMP. GLAZING APPLY A CONTINUOS BEAD OF CLEAR SILICONE BETWEEN BRAKE METAL AND METAL CHANNEL. (TYP) CLEAR SILICONE BRAKE METAL - RETURN TO GLAZING CHANNEL RECESSED GLAZING SILL NON -COMB BLOCKING AS REQ'D 3/8'x 1 1/2' LAG SCREW W/ 3/S° WASHER (TYP.) 4' METAL CHANNEL BRAKE METAL OVER 1/2' PLYWOOD ON 3 5 /8' X 18 GA. STUDS 0 16'O.C. (I PC FLOOR TO GLAZING CHANNEL) 4' METAL CHANNEL CONC. SLAB SECTION AT KNEEWALL SCALE: 3" = 1' -0" 4' METAL CHANNEL STOREFRONT SIGN REFER TO SIGN MFG. DRAWINGS di 10' -1' APP. B.O. GLOB CLG. 4' METAL CHANNEL GLAZING (BEYOND) STOREFRONT NOTE: ENTRY DOORS TO REMAIN IN AN OPEN AND SECURE POSITION DURING STORE HOURS. 4' METAL CHANNEL (BEYOND) w .1 Lu w J MALL FLOORING STORE FLOORING PROVIDE SMOOTH CONTINUOUS TRANSITION BETWEEN TENANT FLOOR FINISH AND MALL FLOORING FLASH PATCH AS REQUIRED.. 5/5 ' TYPE 'X' G.W.B. TO DECK, ABOVE (FIRESTOPPED AT ALL PENETRATIONS (WHERE NOT EXIST'G) 3 5/8' X 20GA. DIAGONAL BRACING e 48' O.C. TO STRUCTURE ABOVE. 5/5' G.W.B. ON 3 5/8' X 20 GA. MTL FRAMING 16' O.C. PAINT: P -2 2 - 6' X 18 GA. METAL JOISTS WITH 3 5/8' X 20 GA. TRACKS AT TOP AND BOTTOM 5/8' G.W.B. ON 3 5/8' X 20 GA. MTL FRAMING PAINT: P -2 5/8' G.W.B. ON 3 5/8' X 20 GA. MTL FRAMING PAINT: P -4 4' METAL CHANNEL (BEYOND) ENTRY DOORS GLAZING SYSTEM INTERNED IATE METAL PANEL INSERT FINISH BOTH SIDES GLAZING SYSTEM BASE FIN. FLOOR 2' X 3/4' REVEAL MALL BULKHEAD ph13' -11 1/2' A.F.F. MALL BULKHEAD 5/8 ' TYPE 'X' G.W.B. TO DECK, ABOVE (FIRESTOPPED AT ALL PENETRATIONS (WHERE NOT EXIST'G) v13' -5 1/2' A.F.F. T.O. GLAZING/B.O. GWB C 4' METAL CHANNEL 5/5" G.W.B. PAINT: P -4 Ak 10' -1° APP. Iry B.O. CHANNEL LG. -40 0'-0' LU N w J 2 - 6' X 15 GA. METAL JOISTS WITH 3 5/5' X 20 GA. TRACKS AT TOP AND BOTTOM 5 /8' G.W.B. ON 3 5/8' X 20 GA.. MTL FRAMING 10 16 O.C. TIGHT TO DECK, PAINT: P -2 DISPLAY TRACK - PROVIDE BLOCKING AS REQ'D - INSTALL PER MFG INSTRUCTIONS G.W.B. CEILING, PAINT: P -2 RECESSED LIGHT FIXTURE GLAZING SYSTEM VERTICALS (BEYOND) GLAZING 3/S' X 1 1/2' LAGS SCREWS BRAKE METAL OVER 1/2' PLYWOOD ON 3° X IS GA. STUDS 9 I6'O.C. FIN. FLOOR MALL FLOORING STORE FLOORING BEVSOM N•O;L1_ \‚%i V RECEIVED O (� cklI) MAY 19 2011 PERbllT6€NT€R 1. N/A 2. STOREFRONT SHALL BE APPROVED BY LANDLORD PRIOR TO FABRICATION. 3. SUBMIT STOREFRONT SHOP DRAWINGS TO CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 4. SUPPLY AND INSTALL BRAKE METAL WHERE INDICATED ON DRAWINGS. ALL BRAKE METAL SHALL BE MIN. 16 GA- NO EXPOSED FASTENERS ARE PERMITTED. SEAL BOTTOM EDGES WITH SILICONE TO MATCH BRAKE METAL COLOR. TOP EDGES TO BE INSTALLED WITH TIGHT EDGES TO CEILING- NO CUT EDGES. 5. CONTRACTOR SHALL SUBMIT SAMPLE OF STOREFRONT POWER COAT METAL FINISH TO CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 6. SIGN MANUFACTURER TO SUPPLY AND INSTALL ILLUMINATED STOREFRONT SIGN PER LANDLORD AND TENANT APPROVED SIGN 5140P DRAWINGS. CONTRACTOR RESPONSIBLE FOR PROVIDING BLOCKING AND ELECTRIC TO SIGN. T. ALL BRAKE METAL HORIZONTAL AND VERTICAL PIECES ARE TO BE SEAMLESS TO 12'. IF 12' GOODS ARE NOT AVAILABLE CONTACT CONSTRUCTION MANAGER 8. SUPPLY AND INSTALL, PER LANDLORD'S CRITERIA, A METAL REVEAL SEPARATING TENANT'S FINISHES FROM LANDLORD'S FINISHES. 9. ALL STOREFRONT BLOCKING MUST BE NON - COMBUSTIBLE. 10. SUPPLY AND INSTALL GLAZING FRAMING. CONTACT TENANT CONSTRUCTION MANAGER FOR SPECIFICATION. 10. ALL METAL 'C' CHANNELS 514ALL BE .125' THICK METAL. 11. ALL BRAKE METAL SHALL SE 'BRAKED' TO TERMINATE BEHIND CHANNELS. STOREFRONT FINISHES ALL BRAKE METAL, GLAZING CHANNELS, METAL DECORATIVE CHANNELS, SOLTS, NUTS AND WASHERS SHALL BE FINISHED TO MATCH CMT -1, UNLESS OTHERWISE NOTED. STOREFRONT GLAZING ALL STOREFRONT GLAZING SHALL BE CLEAR TEMPEREDGLASS WITH POLISHED EDGES. UNLESS OTHERWISE NOTED, THE GLAZING THICKNESS SHALL BE: 1/2' NOTE: COORDINATE EXIST'G CONDITIONS WITH TENANT'S STOREFRONT VENDOR - PREPARE SUBSTRATES AS REQ'D - REFER TO STOREFRONT SHOP DRAWINGS FOR DETAILS LANDLORD NOTE: ALL STOREFRONT DESIGN MUST BE INDEPENDENTLY SUPPORTED FROM THE MALL STRUCTURE. LANDLORD'S MALL BULKHEAD CAN ONLY BE USED FOR LATERAL SUPPORT. STOREFRONT SIGNAGE MUST BE ILLUMNATED AND ON SEPARATE CIRCUIT AND ON 1 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. DETAIL @ SILL SCALE: 3° = 1' -0" SECTION AT ENTRY SCALE: 3/4" = 1' -0" SECTION AT GLAZING SCALE: 3/4" = 1' -0" STOREFRONT / SIGNAGE NOTES FOOTLOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 TRICARICO° Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO SEA TERE NICHOLAS J. TRICARICO STATE OF WASHINGTON REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 1 LL/OWNER COMMENTS 05/13/11 PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 472V7 SHEET TITLE INTERIOR STOREFRONT SECTIONS AND DETAILS SHEET NO. A2.1 CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 472V7 SHEET TITLE INTERIOR STOREFRONT SECTIONS AND DETAILS SHEET NO. A2.1 CCS PROTO RELEASE 2.0- 11/2010 3 5/8' MTL FRAMING W/ VAPOR BARRIER OVER 5/8' GOLp : ::: : ?: ::- 4 R -13 SATT INSULATION GUSSET T LJOCKER O O l. O C 1 N C. 5/8' TYPE 'X' G.W.B. ON 1 /S' HAT CHANNEL BONA SHEATHING 0.125 tHK METAL CLADDING W/ ALUM. STIFFENING RIB 9 18' Oc_, TYP. FINISH To MATCH: 2 1/4 • EXTERIOR TENANT SALES . ��� 9 1/2 ° ' VAPOR BARRIER /8' GOLD . 3 MTL FRAMING W/ 21/4 5/8 6 5/ -• ° STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 I' SEALED CALL SIDES) TEMP . G A ING CLEAR L Z :� .... -5/8' R -13 BAIT INSULATION , �::: 4 7 /8' StORE1 =RONT ::� .:::: .. .' /8" TYPE 'X' G.W B_ @ITD I/2 0.125' T\ AD UARCHITECT: 2 1/4' :... • :::::::� .` :.. �::: .: ° ° ° �- 5/8 TYPE X G.W.B. BARRIER - ::::::::::::::::::::::::::: �- ��-�� GUSSET °X' / / 5/8' TYPE G.W.S. ON 7/8' HAT CHANNEL GLAZING= SYSTEM 7/8' ):.>.‘ �' GAL . STEEL FIXING 'D. `I BOND CLADDING W/ ALUM. STIFFENING RIB a 18 O.G. TYP. FINISH t0 MATCH: 2 1/4 'TRIFAB i BMETAL WRAP - RETUN TO GLAZING APPLY A CONTINUOUS BETWEEN BRAKE METAL C-1) i � ;;;;;;Q 1 4 1/2 !!!:: 1' EQUIVALENT. FRAMING FINISH TO MATCH: ® O T I A I R C R CO Tricarico Architecture and Design PC 502 Valley Road Wayne, N7 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com ��� GALV. STEEL FIXING CLIP ANGLE WITH STIR -tNING RIB e 18' O.G., TYP. FINISH TO MATCH: 1 ��.:. - KAWNEER 451' • GLAZING FRAMING OR L, , T(— AND METAL CHANNEL. FLUSH AS REQUIRED FOR WATER TIGHT SEAL. (TYP.) . 4 1/2 METAL CHANNEL GLASS POOR iiii i I� GMT -1 - GALV. STEEL FIXING ..................... \ \_�� EQUIVALENT 4 1/2' METAL 'd' :, �� / / ::. : . ". ' :. VAPOR BARRIER OVER 5/8 GOLD BOND SHEATHING 6 MTL FRAMING W/ R -21 GATT INSULATION GMT WATEPOOF BAS� CONNECTION TO SLAB AS REQ'D TO ACHIEVE A WATER _ i — ; - I i I': " EXTERIOR CLIP ANGLE WITH \ (( °,,,,,,,,I(l! SPACER AS REQ'D. END OF METAL PANEL CO MPRESSSION TENANT SALES SPACER AS REQ D. BACKER ROD • CHANNEL CO BRAKE METAL OVER 5/8' GOLD AREA _. ;: :: ? : ::.:� ;.:: ti - G.C. PROVIDE BLOCKING AS REQ'D . SCREW , - AND SEALANT ! . / ' 2 1/4' :::::/ :;:;f ! - ::: :. ::� . ' • l'' VAPOR OVER 5/8' GOLD BOND SHEATHING 6' MTL F=RAMING W/ ARCHITECT LICENSE # 4306 ©2011 NICHOLAS J. TRICARICO 4 1/2' METAL. CHANNEL .. �' ®BRAKE METAL O=:IEGw. S VAPOR BARRIER 3/81x 1 1/2 LAG W/ 3/8 WASHER (TYP.) KAWNEAB 451' GLAZING FRAMING OR EQUIVALENT TENANT SALES SECTION AT DOOR HEAD SCALE: 3u 0" I� i r l .:: Pr ••-• -•. BRAKE METAL OVER GLAZING SYSTEM (BRAKE METAL TO RETURN TO GLAZING) BOND SHEATHING _ 3 /8'x 1 1/2' LAG SCREW W/ 1x 1 WASHER CRE -`:.: 0.125° THK METAL CLADDING W/ ALUM. STIFFENING RIB 18' rip. FINISH TO MATCH: il4) • :. OVER 3/4' MARINE GRADE FR PLYWOOD BACKER 2 is A. METAL j::- ` :::; �::� R -21 SATT INSULATION SCHEDULED WALL BASE INTERIOR FINISHED CONCRETE SLAB , / 7/$ EXTERIOR TEN ,4NT SALES AREA vs° EXTERIOR TIGHT CONDITION JOINT SEALANT W/ BACKER ROD BY INSTALLER TO MATCH WATERPROOF TRACK, WATERPROOF BASE CONNECTION TO SLOB AS REQ D TO ACHIEVE A WATER KAWNEER 'tR11 =AB 451' DOOR FRAMING OR EQUIVALENT. FINISH TO MATCH: 1' SEALED (ALL SIDES) AREA I lir . ` , ` 4 . °:. :. ail :. -1/2' FRAMING 12 "O.C. W/ • _._.. R -13 BATT INSULATION � I INTERIOR FINISHED 1 CONCRETE SLAB CMT -1 N _ -_, • ' (... l CLEAR TEMP. GLAZING METAL EXTERIOR MALL GLASS DOOR J GLAZING SYSTEM MT -1 C BOTTOM RAIL TIGHT CONDITION EXTERIOR MALL . ( WALKWAY - r+ ■' ; ccl WALKWAY WEATHER PROOFING BACKER R 1 SE A L ►T `E° = ` NICHOLAS fal AND SEALANT ..---11(«( �(u ll'i J 0 SECTION AT DOOR BASE SCALE: tl 3 - , -0 , SECTION AT GLAZING HEAD SCALE: 3" = 1' -0" SECTION AT GLAZING BASE SCALE: ° - q, SECTION AT PANEL SEAM SCALE: „ _ , „ Q) SECTION AT WALL SCALE: 3 _ , o ° - �- " _ LINE OF SOFFIT 2-2' ;_:_ 2-0' — I - - - --1 r - - - I r I LINE OF SOFFIT I�� 1"1 k- - -- - - -- ....iv H II II `N � \ \\ III - f� m --I 1 ' Ir 1 I- r I 1 1 1 •' -0' 1 1 i iiii�i L___J L___J L___1 ___J &MI 1 k w1Vi iiiiiiiiiiiiiiiiiiiiiii . Iii iiiiiiiiiiiiiiiiiriii�.�i REVISIONS in I I ALIGN FRAMING (ABOVE) (ABOVE) NO. DESCRIPTION DATE in �- - r• I • 0 FIRST ISSUE 04/01/11 I = - _ I 1 LL/OWNER COMMENTS 05/13/11 T T _ _ '- 5 1 3/8 '- • 3 0 5'-1' 5'-1' 5.-1' 5' -1' 5' -1' rO oP IIE 30' -8 3/4' A2 0 GsLAZNG ENTRY 4 GLAZING LINE OF METAL 42. GLAZING 4 GLAZING 4. GLAZING . 4 GLAZING PANEL (ABOVE) 39' -1' 11' -1 314' LEASE LINE DIMENSION i OF CANOPY EXISTING MALL 1 - - AM r .'. ���� / /� '/ j 1 �� 7/4 EXISTING EXISTING DATE. 4/01 /11 PIER 1 GND ' I 1 j/ I LINE MALL PIER MALL PIER BUI BUIL SCALE: AS NOTED I (ABOVE) 1 ._ ---- F" GROSS AREA: 2,382 SQ. . SALES AREA: 1,633 SQ. FT. 0 I e 6 VP 4 ft 911? P4.691°ICti . t IIIVC PROJECT # : 110201 DRAWN BY: CR 0� EXTERIOR STOREFRONT - PLAN _ _ SCALE: 3/8" _ ,' -0.. Ma% SI iiiii CONDITIONS WITH TENANT'S - PREPARE SUBSTRATES TO STOREFRONT SHOP • NOTE: COORDINATE EXIST'G STOREFRONT VENDOR AS REQ'D - REFER DRAWINGS FOR DETAILS DASHED LINES INDICATE TENANT FACADE IN- FRONT, SEE ELEVATION DTL. 5/423 FOR MORE INFORMATION. EMERGENCY CONNECTED SERVICE \—MALL OVERHANG WITH STUCCO FACADE I 1 I I I I I 7 1 I n � I I. I I _ 1 I• 1� 1 1 1 1 I 11 1 J r 1 1 171-) I I 1 I I j 1— —I T L L EXIT DOOR TO MALL CORRIDOR \ I 1 _ 7 �f bF Bolt CHANNEL (TYPE PROJECT TITLE 300 SOUTHCENTER MALL r INDIVIDUALLY ILLUMINATED CI- IAN■EL LETTER SIGN REFER TO SIGN MFG. DRAWINGS FOR AND DETAIL 2 /A2A BRAE tea- 1 PANEL, FINISH: ( ` 9' -10 1/2' AT 0 1 1 DETAILS Q 0 in cq N BRAKE METAL c� 7 SEAM ill Q N } T.O. STOREFRONT V.IF. 7' -1 3/4' AFF EATTLE 1 SEATTLE, WA 98 88 SPACE #300 STORE NO. 47267 0- I-- 7 CO - cfl 1 • I TA. GLAZING SYSTEM / SEPARATE PERMIT AND APPROVAL it �. R IR REQUIRED / PANEL, FINISH: *11 \ // . \—GLAZNG 5'17' 2 , GLAZING , GLAZING \ , \-r-- GLAZING SEAM 0 Ill \— GLAZING \— - GLAZINq. 6' -1 3/4° ' 6' -1 3/4' ,. ' (L i �' 1 \ \ ! ca I I ( I // ca �IO I #1___. 6' -I 3/4° c� L ( ( / 7,. Ca ( C - ! s SHEET TITLE EXTERIOR STOREFRONT PLAN, ELEVATION & DETAILS SHEET NO. A2.2 ' TYP TYP ' TYP I // I fi I / .. ./ ,. .,. • • • • . . .- • • • • . • . • •.• • . • . 30' -8 3/4' 39' -41/2' � of BOLT 4 CHANNEL (TYPJ RECEIVED MAY 19 2011 AREA OF BRAKE METAL PANELS AREA OF GLAZING 71' -7 3/4' LEASE LINE DIMENSION © © `' ` ,w 'w . PERMIT 0l EXTERIOR STOREFRONT - ELEVATION SCALE: 3/8 „ - -, -0 ” CCS PROTO RELEASE 2.0- 11/2010 1' -9' (V.I.F.) . FOOT LOCKER, INC. -_ ' m r—r— ---41.; METAL CHANNEL (0.125' THK)_ FINISH TO MATCH 'GMT -1' EXISTING PIER STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 �I I I CLAL 3 5/8' 18 GA. METAL WHITE ILLUMINATED CHANNEL LETTERS SIGN ON E.IF.S. PANELS ATTACHED TO EXISTING MALL TENANT'S E.IF.S. FACADE. TENANT G.C. TO FACADE, TYP. TENANT G.C. TO VERIFY , COORDINATE REQUIRED BLOCKING FOR SIGNAGE WITH SIGN VENDOR PRIOR TO INSTALLATION. 35' -2 1/4° (V.I.F.) EXISTING MALL FACADE CONSTRUCTION AND MATERIAL PRIOR TO INSTALLATION. ARCHITECT: TRICA Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com '�- Ili :'t I i1/ IT EQ EQ EQ EQ• - EQ EQ OVER 5/8' MARINE GRADE PLYWOOD, TYP. FINISH TO MATCH 'GMT -1' METAL CHANNEL (0.125' THK). G. OF ENTRY 4 SIGN w 3/4' REVEAL, T-P ^ ? FINISH TO MATCH 'GMT -1' LINE OF METAL CHANNEL ABOVE NOTE: —„ I E-IF_S. COLOR TO MATCH BRAKE METAL 'CMT -1'. PROVIDE TENANT WITH FINISH TEXTURE AND COLOR SAMPLE FOR APPROVAL PRIOR TO INSTALLATION. co ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO b NOTE: MALL PIER TO BE 1' -9' (V.I.F.) BUILT -OUT AS REQUIRED TO ENSURE ALIGNMENT OF METAL CHANNELS. REFER TO DTL 5/423 m �, t�tt -' 'n s 'n METAL CHANNEL 0['sw 24TCH1V FINI LEASE �� BEYONpINE EXTERIOR PLAN DETAIL - PIER a► � 0 O O O O O O O O O O O O O i :•. TYPE OVER 9 • '•• ... :. _„ : ... . : .. •.:. .: .::. • • : • . : - .. • • • 0 : ... -1`tE AL • CHANNELS. TO. ALIGN, • ' 1 1 1 1 .. .. .. .. :. ... • • • • ' I 1 1 I • .. . • 1 I I I I 5/8' PE X. G.W B. 3 -5/S' MTL. FRAMING , I , , , SEAL f i i 1 I f : : 1 1 1 O 0 :. 1 1' 1 1' 1 1' f • ..' • .. • • . • ... • ... .• . ..... . ; .. . • • .. • .• ..••• • • - •••• • • ... •• • . • • . i...• .• , .•• • : • • . :: • • .i...:..... I I 1 I 1 1 1 I I I I I 1 I I I I I I I I I GALV. STEEL FIXING CLIP ANGLE WITH S ACER AS REQ'D P 01 \ T E RED CT NICHOLAS J. TRICARICO STATE OF W. NG TON :•. I I 1 1 I I I 1 L— GLAZING SYSTEM 7 I 1 I 1 1 1 1 I I I I I I 1 I 1 1 I I I I ! T I I •• ,.. • .. .. •... •.• ...: ...... .. . • • . • ••• •• •• • • :. :, :. : ' . - .: ' ' : •' " . • • .• . .. • • :. • • .. -. :: • • I I I i N . ••. • ... . HHHHHhHHHH I I 1 I' I' ( I I I I I 1 h I i I I I S l I I I I I I 1[ MINI I I I I II I 11 REVISIONS " ■ \ METAL PANEL ABOVE I I I I I 1 I i — :. : ��� ������ • NO. DESCRIPTION DATE • ALUM. STIFFENING RIB IB' O.G., TYP. 6' MTL FRAMING W/ R INSULATION EXISTING MALL PIER, CLAD WITH 0.125' THK METAL: FACED WITH METAL CHANNEL. FINISH TO MATCH: of soLT 4 CHANNEL (Tm) TENANT STOREFRONT BEYOND EXISTING MALL PIER TENANT STOREFRONT BEYOND 3/4' IV.IF.) EXISTING MALL PIER 0 FIRST ISSUE 04/01/11 1 LL/OWNER COMMENTS 05/13/11 -21 BATT VAPOR BARRIER OVER 5/8' GOLD BOND SHEATHING METAL CLADDING W/ GMT i ~ (V.I.F.) ' • ,� t /1_ Q 0.125' THK ALUM. STIFFENING RIB a 18' O.C., TYP. FINISH TO MATCH: ® 6 EXTERIOR PLAN DETAIL — GLAZING 0 MALL FRONT ELEVATION vir SCALE: N.T.S. 16' -3' A.F.F. A t6' 3° A.F.F. . 16' -3' AFF. DATE: 4/01 /11 SIGNAGE ON TENANT'S E.I.F.S. FACADE. TENANT G.C. TO COORDINATE REQUIRED BLOCKING / NOT SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA 1,633 SQ. FT. E.IF.S. COLOR TO MATCH BRAKE It!ff DECK ' // / 1" DECK DECK / G.C. TO VERIFY MALL FRAMING ABOVE. TENANT FRAMING TO BE SUPPORTED FROM STEEL STRUCTURAL MEMBERS 11 (� G.C. TO VERIFY MALL FRAMING ABOVE. TENANT FRAMING TO BE SUPPORTED FROM STEEL G.G. TO VERIFY MALL FRAMING ABOVE. TENANT FRAMING TO BE SUPPORTED FROM STEEL STRUCTURAL MEMBERS HI FACADE CONSTRUCTION AND MATERIAL PRIOR ` I / I /1 /1 / / /1 / ■II E ii �•g , /g /p '- WELDED ANGLES. . PARTITION, SEE / IRED. / / II V /I � / t P11114°1/4 • 1 Ai �` IF NEW PROVIDE: \G \� `1 \� AS Pia% !tit =NM. Niatie TO INSTALLATION. METAL CHANNEL (0.125' THK). FINISH TO MATCH. I PARTITION SCHEDULE. STRUCTURAL MEMBERS ABOVE. HIRE LOCAL STRUCTURAL ENGINEER AS REQUIRED FOR FINAL / / / / ABOVE. HIRE LOCAL STRUCTURAL ENGINEER AS REQUIRED FOR FINAL "di / 1� :1 ��' �'r ���� �, 5/8' G.W.B. G_WB_ ON 3 5/8' X 220 GA. MTL FRAMING 16 O.C. UP t0 BEAM. NEW FRAMING TO BE INLINE WITH PRE L LLED PREVIOUSLY INSTALLED STUDS TENANT G.G. TO RETAIN ABOVE_ LOCAL B E RE L L STRUCTURAL ENGINEER AS REQUIRED FOR FINAL AO ,� 1 11'_9" AFF CONNECTION DETAILS. 9 -10 1/2' AFF. 4 IF NEW PROVIDE: CONNECTION DETAILS. CONNECTION pETAILS. A M � EXISTING METAL FRAMING TO 5/8 G W B. ON 3 5/8 X 20 GA. MTL FRAMING 2 9 -10 1/2 AFF. A GMT C // 9 -10 1/2' AFF. I 1� oli p � 3 , REMAIN, MODIFY AS REQUIRED PER NEW SOFFIT ( VI NEW 5/8' HEIGHT. PROVIDE E G.W$. AT FACE. U/S MALL CANOPY 0.125 INK- METAL CLADDING W/ ALUM. STIFFENING RIB 'd 18' O.G., TYP. FINISH t0 MATCH: �� g. i ��g j r Ij�,, Vii 16 O.C. UP TO BEAM. NEW FRAMING TO BE INLINE WITH PREVIOUSLY INSTALLED STUDS TENANT G.C. TO RETAIN $ U/S MALL CANOPY 0.125 THK METAL CLADDING W/ ALUM. STIFFENING RIB �1 18' O.C., ;� _� 1: U/5 MALL CANOPY © .422 9 -10 1/2' A.F.F. U/5 MALL CANOPY METAL CHANNELS SIM. 0.125' THK METAL CLADDING W/ ALUM STIFFENING RIB 0 18 O.C., TrP_ FINISH TO MATCH: ��c �, .- �` .l I- 4 �9 �� -4 ' 5/8 G.11113. ON 6 X 18 GA. MIL AS MUCH FRAMING AS POSSIBLE WHICH CAN BE TYP. FINISH CO MATCH: AS MUCH FRAMING AS POSSIBLE WNIGH CAN SE REUSED ABOVE NEW STOREFRONT GLAZING SYSTEM. PROVIDE NEW �� ,r ;��� ;.1�, 4 :4 ��/ �/g TO ALIGN MALL CANOPY ® 3/4' i -i 3/4 A.F.F. REUSED ABOVE NEW STOREFRONT GLAZING SYSTEM. PROVIDE NEW CMT� . -�► ma y►�,I • = t'����,1�`e ,i _ - -� ,_ 1 A.F.F. 7 7 3/4 �� ��(M dA — �' 1 - �Se I ° FRAMING m 16 O_G_ UP TO UNDERSIDE OF NEW SOFFIT. INSTALL REQUIRED INWALL METAL SCRAPPING FOR WALL FIXTURE SYSTEM DIRECTLY ON MIL. STUD (SEE 1 /412 FOR MORE INFO.) U/S G.W.B G•WB• AS REQUIRED. U/S G.WB G.W.B. AS REQUIRED. 1/8' HAT CHANNEL ON ON CMT -i .- 4 1/2'. METAL CHANNEL 1° SEALED (ALL SIDES) TEMP. i- 6 8 -t/8° PAT CHANNEL $ K4WNEER 'TRIFAB 451' EXISTING MALL PIER, CLAD WITH t METAL. FINISH TOM MATCH: 42 2 GLASS DOOR A22 2' -6° DOOR FRAMING OR EQUIVALENT. FINISH TO MATCH: ® SALES AREA CLEAR GLAZING KAWNEER 'TRIFAB 451' GLAZING FRAMING OR PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 4726.7 GENERAL CONTRACTOR NOTE: SALES AREA EXTERIOR NEW WALL SHOWN AS 6 MTL STUD FRAMING BASED ON LIMITED SURVEY INFORMATION. UPON VERIFICATION IN FIELD DURING DEMOLITION, G.C. TO MATCH STUD SIZE WITH ADJACENT EXISTING FRAMING, TO ENSURE PROPER WALL FINISH ALIGNMENT. COORDINATE ANY DISCREPANCIES WITH FOOTLOCKER C.M. EQUIVALENT EXTERIOR EXTERIOR I.: � 1 �I i•1 ■ .A DISPLAY 4 422 STOREFRONT EXTERIOR ® BRAKE METAL OVER 5/8° GOLD BOND SHEATHING WINDOW CCMTi BRAKE METAL 0.125' TI-K. METAL CLADDING 18 O.C., TYP. FINISH TO MATCH: M" F �• 5 21 G ATT INSULATION EXTERIOR ,A ��1 �ft �. VAPOR BARRIER OVER 5/8° CMT -1 - GOLD BONA SHEATHING I I f?AT 422 WALKWAY ® i� SHEET TITLE ; EXTERIOR � STOREFRONT ELEVATION & CV TION �7 SECTIONS S SHEET NO. A2 • 3 _ OVER 5/8' .wB_ 22 _ 0' -0' \ = �:' i to. . ♦� iii j INTERIOR FINISHED CONCRETE SLAB 0' -0' INTERIOR INTERIOR FINISHED PER. • :� ■ ∎ , .gyp •�, CONCRETE 5L4 A TA s A 1 LieREi FINISHED CONCRETE SLAB ® 0' -0' 0 ` 0 ` J 0 WALKWAY CURB EXTERIOR MALL STORE FLOORING EXTERIOR MALL STORE FLOORING EXTERIOR MALL STORE FLOORING RECEIVED < >< :IT'::R 4 : SECTION AT MALL FACADE SCALE: 3/4" =1' -0" SECTION AT GLAZING — EXTERIOR SCALE: 3/4" =1'-0" SECTION AT ENTRY — EXTERIOR SCALE: 3/4" =1' -0" i O SECTION AT WALL — EXTERIOR V SCALE: 3/4" = -0" CCS PROTO RELEASE 2.0- 11/2010 , 6/IMAI . • CO G 1 frN WEAA-11Yq ivikaAkvitv eft vi...- tsiom qo FOOT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: TRICARICO® Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692-0222 F (973) 692-0223 www.tricarico.com ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO SEAL 4306 GISTERED AR TECT NIC 'I • J. TRICARICO - STATE N REVISIONS NO DESCRIPTION DATE _ 0 FIRST ISSUE 04/01/11 ....0000A***48' 1 LL/OWNER COMMENTS 05/13/11 • • ` STOREFRONT SIGN NOTES TENANT SIGN CONTRACTOR TO SUPPLY AND INSTALL INDIVIDUAL CHANNEL LETTER SIGN. 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. 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 CHECK -IN. DATE: 4/01111 SCALE AS NOTED VINYL GRAPHIC INSTALLATION NOTES TENANT SIGN CONTRACTOR TO SUPPLY AND INSTALL VINYL REVERSE IMAGE GRAPHIC ON TENANT SIDE OF GLASS WHERE INDICATED ON STOREFRONT ELEVATION. SIGN CONTRACTOR TO SUBMIT (2) 5E16 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 CHECK -IN. GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 . DRAWN BY: CR lit maIIIIIII Vane lit LU O � ill_ W in J ttl � it ut [1C O w� r Li) E ....1J 11t � t 1 t 10 , w. ...I t REFER TO ELEV -.,_. • 4 \ VINYL WINDOW GRAPHIC SCALE: N.T.S. 0) SIGN INSTALLATION NOTES SCALE: N.T.S. . • ALU ACROBAT SLIM RAIL INSTALLATION NOTES • INSTALL SLIM RAIL SYSTEM WHERE INDICATED ON PLANS AND PER MANUFACTURES INSTRUCTIONS. REFER TO PLANS FOR SIZE AND LOCATIONS. TRACK IS SUPPLIED IN 10' -0' LENGTHS AND CUT IN FIELD As REQUIRED TO ACHIEVE SPECIFIED LENGTH. INSTALL MOUNTING HARDWARE AS INDICATED IN MANUFACTURER'S INSTRUCTIONS. CE IL NOxPROVIDE APPROPRIATE BLOCKING WHERE REQUIRED ABOVE PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 INTERNALLY ILLUMINATED, SOFT RUBBED BRONZE REVERSE CHANNEL LETTER, METAL PANEL, FINISH DOUBLE SIDED TO MATCH CMT -I -I WALL MOUNTED BLADE SIGN INTERIOR SIGN NOTES / TENANT SIGN CONTRACTOR TO SUPPLY STENCIL TO GENERAL CONTRACTOR TENANT GENERAL CONTRACTOR TO POSITION STENCIL PER DRAWING 44.0. GENERAL CONTRACTOR SHALL PAINT SIGN P - 4. in j• TENANT G.C. TO PROVIDE BLOCKING AT STOREFRONT WHERE REQUIRED. `" Y • ' . . • ... N . :. ..:,.. , . X NSION FRAME E TE R4 E 30' MAX. �, "'` SHEET TITLE SIGN DETAILS SHEET NO. A2.4 30' MAX. • 5 ' Gill B. cLCs ALU ACROBAT SLIM -� � /�s '4�," /T R' ��V O .o. • I LINE OF STOREFRONT 5 RAIL INSTALL PER MFG INSTRUCTIONS PROVIDE AS ' BLOCKING AS REQ D NOTE: • REFER TO SIGN MFG. DRAWINGS FOR DETAILS. • SIGN CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SIGN Is ON SEPARATE CIRCUIT AND ON l DAY TIME CLOCK SET TO MALL HOURS. : •• ..:...: � : • � •� .. . ....•. `:• .:.::...:; .:. • :..; ttt • .— .... - 10 kv.. 0 Rii, 4' -11 3/4' RECEIVED MAY 19 2011 P ITCENTER BLADE SIGN DETAIL SCALE: N.T.S. '0 ALU ACROBAT SLIM RAIL SYSTEM SCALE: N.T.S. 1. INTERIOR STENCIL SCALE: N.T.S. CCS PROTO RELEASE 2.0- 11/2010 6/IMAI • FOOT LOCKER INC. • STORE PLANNING DEPT 112 WEST 34TH STREET YORK, NY 10120 ■NEW .• GRAPH. ,, ., ,, A4.0 OL. OL. • ARCHITECT: TRICARICO Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com FITTING M/VESTIBULE R ::: N A W P -2 S VB -1 • ,. v. :! ■ "` F G5-1 1 CT CF G.IU.B.. P -2 ARCHITECT LICENSE # 4306 C 2011 NICHOLAS J. TRICARICO D I u ® U o ., w VB 1 a. A4.0 . ® ® ll I .4 i / 0 ' / P -2 �_2 =o=� WD -1 P -2 NON -SALES AREA •; _ A4.0 I VB -1 ' W N/A ERA IIG • gksssssssststxssstmxsvxsto 6/13n1 e VB -i b/13l b/13/11 ■ • zy i CT OPEN TO DECK 1� I CF N/A g b 1 A3.0 4 CP-2 P -i VB -1 1 A3.0 / A4.0 / -ig A3.0 / 0 SKATER MA Mk A k SEA SEA .+306 D ARC1i1� NICHir TRICARICO STATE OF WASHI • ��t A4.0 A4.0 �' A40 0 i / 0 / % I: A3.0 EX 'G OFFICE • W EXISTING: • •,- VB -1 B EXISTING _ - 6' -0' F EXISTING CT A.C.T. (EXISTING) '� GF EXISTING VS -1 WALK -OFF MAT P -2) CENTERED ON " -- - - • ... .... • ` • . • — BOTH SIDES A3 DOOR . 0 OF PARTITION REVISIONS ® ----- -- � - - - --- �EV19EUVE® NO. DESCRIPTION FIRST ISSUE 04/01 /11 ■ :: • �� ®� CODE CQPLO 1 LL/OWNER COMMENTS 05/13/11 - - -- - - - - - - -- - -� SCE _,— — _ — — — _ ADD b� JUN 01 2011 • X' TOILET ROOM E G LE R SALES AREA W EXISTING 5 W P -1 / P -2 Cftyof Tu .1 B EXISTING ��► A3.0 B V5-1 "Vila BUILDING F EXISTING F CS -1 17 V ��e'f,�'�� CT G.W.B. (EXISTING) CT OPEN TO DECK CF EXISTING CF P -1 --) DATE: . 4/01/11 , - SCALE: AS NOTED SUB -FLOOR PREPARATION REQUIRED MOISTURE TESTS MUST BE PERFORMED ON ALL CONCRETE 3U5- FLOORS REGARDLESS OF GRADE LEVEL OR WHETHER OR NOT THE CONCRETE 15 FRESHLY POURED OR IS CLASSIFIED AS AN OLDER SLAB. MOISTURE TESTING SHOULD SE PERFORMED SY 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 SY THIS METHOD, NOT EXCEED SEVENTY FIVE (75) PERCENT. A WRITTEN MOISTURE TEST REPORT IS TO SE SUBMITTED TO THE CGS PROJECT MANAGER WITHIN (5) DAYS THE TEST IS ADMINISTERED. GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT'. PROJECT # : 110201 DRAWN BY CR Silk( =NIP NEMO © FINISH PLAN SCALE: 1/4" = 1' -O" FEMALE IF VISIBLE, FINISH FLOORING FINISH NOTES 1. ALL PARTITIONS AND SURFACES TO BE PAINTED UNLESS OTHERWISE NOTED. 2. ALL DOORS AND FRAMES TO SE PAINTED ARE TO MATCH COLOR OF ADJACENT WALL SURFACE. SALES TO STOCK DOOR SHALL SE FINISHED AS FOLLOWS: DOOR FINISHED P -3, FRAME FINISH TO MATCH ADJACENT WALL SURFACE. . 3. REAR EGRESS DOOR SHALL SE FINISHED PER LANDLORD'S SPECIFICATIONS. IF NO SPECIFICATIONS EXIST, DOOR AND FRAME SHALL BE LEFT NATURAL. 4. ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR FINISHES SHALL BE SMOOTH AND FLUSH. 5. PROVIDE A WATERPROOF MEMBRANE AT TOILET ROOM UNDER SPECIFIED TILE FLOORING THE SHOULD CONTINUE UP WALLS A MINIMUM OF 4' AND MUST BE ROLL -OUT TYPE (NOBLESEAL OR EQUAL). 6. PROVIDE A RAISED HANDICAP ACCESSIBLE THRESHOLD AT TOILET ROOM DOOR FOR WATER RETAINAGE. 1. ALL STOREFRONT NUTS AND BOLTS TO SE PAINTED TO MATCH STOREFRONT METAL. ALL HARDWARE SHALL BE PAINTED PRIOR TO INSTALLATION. 8. THE BOTTOM OF ALL MDF MATERIAL (WALL CAPS AND PANELS) SHALL SE KEPT 1/8' ABOVE FINISH FLOOR CCS FINISH SCHEDULE SEE ELEVATIONS (SHEET 44.0) FOR SALES AREA FINISHES DOUBLE CONNECTING RAIL UNDERNEATH CALL OUT MANUFACTURER • pESCRIFTION COMMENTS FURNISHED BSI' INSTALLED 8Y PAINT TAPERED WALK -OFF MAT VINYL EDGE (REFER TO MAT SPECIFICATIONS AREA BELOW) SADDLE AT DOOR `LLV '�: • ;:; WALL FINISH G.G. TO GLUE VINYL BASE TO PTD. GWB. BENJAMIN MOORE CLASSIC BROWN *2109 -10 FLAT FOR ALL SALES DUC11L CGNDUIT, PIPES, STRICTURE, DECKING AND APRIRTENANCE. SEE BHT. A4.0 FOR SALES WALL PANT LINE 1 -EIGHT TENANT GC. TENANT G.C. SALES G.W.B. FLOORING (� BENJAMIN MOORE WHITE CHOCOLATE +'OC -12i MATTE FINISH FOR SALES WALLS EGGSHELL FOR COLUMNS TENANT G.C. TENANT G.C. ce.. 111�1ti IIt �� �(�i�'�i�i�� .. I'I' 5/8 P -a MINWAX BENJAMIN MOORE WATER BASED SATIN POLYURETHANE BITTERSWEET CHOCOLATE '2114-10 EGGSHELL APPLY 3 GOATS, SAND LIGHTLY Bi =TWEEN COATS WITH 220 GRIT PAPER PAINTED G.C. LOGO STENCIL 4 WOOD BASE TENANT G.C. TENANT G.C. TENANT G.C. TENANT Cs.C. � OVER r' Li ? 5 \ CONCRETE G.C. TO VERIFY CLEARANCE BETWEEN METAL STUDS MAT SPECIFICATION: . ... , ` °`` ' =' (�) . GLASS SUPPLY AND INSTALL WALK -OFF MAT DOOR SWING AND FLOOR MAT ® 1/2' THK TEMPERED GLASS WI 'CCS.COM' LOGO APPLIED TENANT G.C. TENANT G.C. MANUFACTURER: C/5 PEDISYSTEMS PRODUCT NAME: TREADLINE CARPET INSERT CODE: WROUGHT IRON '1325 VINYL HINGE COLOR: BLACK STYLE: SURFACE MOUNTED FRAME EDGE: TAPERED VINYL CONTACT: SANDY GERGELY 301 -620 -2890 GRAND ENTRANCE INC. ® 3 -M SCOTCH SHIELD ULTRA 600, 39 PLY /6 MIL., CLEAR SECURTIY FILM TENANT G.C. TENANT G.C. PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 • ..> WALL FINISI -4 . Q -D JOHNSONITE 4' VINYL WALL BASE I /8'TH_ 041 -BROWN TENANT GC. TENANT GC. �-I U 5/4' X 4' POPLAR WOOD BASE PAINTED P -4 COLUMN BASE TENANT G.G. TENANT Cs.C. © WALK -OFF MAT DETAIL SCALE: N.T.S. 4 BASE DETAIL SCALE: 3 — 11-0" FINISH KEY ® WOLF GORDON COMPOSITION CORK *G 6536129 TENANT TENANT G.C. GLAZING CHANNEL PORTLAND CEMENTITOUS PATCH TO ® WALL GRAPHICS COORDINATE W /G.G. AND GCS PM. TENANT TENANT ' 6 MIN. AT DOOR OPENING MAINTAIN IN HALL TILE I-4E1c:I -IT IN AREA TRANSITION FROM MALL TILE TO SEALED -I 14 GA BRAKE METAL- FINISH: SOFT RUBBED BRONZE, PER APPROVED SAMPLE. TENANT C.G. TENANT GC. 1:20 MAX. CONCRETE AT FACE OF GLAZING. AREA OF SLOPED TRANSITION .. FLOAT SLAB TO MALL FLOORING USING PORTAND CEMENTITOUS PATCH, FINISH W/ CLEAR EPDXY / PORTLAND CEMENTITOUS DEPTH OF TRANSITION DEPENDS ON TRANSITION I- IEIGHT. SLOPE = 1.20 1/8' SAW CUT ROOM NAME W WALL FINISH 6' PATCH LEVEL WITH MALL FINISH Ws' FLOOR SAW vi B WAL SASE FLOORING VCT TRANSITION STRIP VCT dJ / HEET TITLE FINISH PLAN • SHEET NO. A3.0 � w . CUT F FLOOR FINISt -! ® KEMIKO INDUSTRIAL COATINGS (ST4- CRETE) i'3700 CF SATfN FINISH EPDXY COATING MIN. 2 COATS - REFER TO MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. SALES AREA, FITTING ROOM AND FOYERS. SEE SHEET G1.1 FOR FURTHER SPEC.'S N'oNT G.C. GC TENANT G.C_ CONCRETE SEALER 3� m — — CT CEILING TYPE MALL FLOOR } CF CEILING FINISH CO ® RMSTRONG $19004 STERLING STANDARD EXGELON NON -SALES ONLY TENANT G.G. TENANT G.C. SLAB \ SLAB�TE �l MISG TES ,rrrr •SEALED ,;.'. a -I PER LL CRITERIA MATCH MALL FLOORING IN COLOR TEXTURE AND PATTERN- I ALILNATO CLOSURELINER AVAILABILITY TENANT G.C. TENANT G.C. MALL TILE IL CONCRETE 1 VCT _. SEALED CONCRETE TILE DUST PROOF DOOR RECEIVER It-, 1! SECTION PLAN ,� .x ' MAY 192011 PIT OENTER VCT TO CONCRETE SCA1EOu Q TILE TO CONCRETE SCALE: NO SCALE CCS PROTO RELEASE 2.0- 11/2010 PAINT TRANSITION ON REAR WALL ONLY TO OCCUR AT 12' -11' A.F.F. DUE TO SPRINKLER LINE. SPRINKLER MAIN TO CD -2 FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 1 0120 BE BE PAINTED P -1. DECK 16' -3'$ G.G. TO PAINT LOGO ONTO DRYWALL USING STENCIL. OR PAINT L Dx0 P -4, REFER TO DETAIL 1/A2.4 -9 /6 _ MDF 'DECK WALL' V.IF. P -2 P -1 • �— PANELS \ , ARCHITECT: TRICARICO° Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tncanco.com . \ ... LIGHT BOXES - OvI BLOCKING AS REQ'D .t +- 4 [L �' = P -2 121 -0' BOTTOM OF OBSTRUCTION \ .. \ ♦ CORK COMMUNITY BOARD FRY RELGET" - (025 (025 t- = lii 0 z 4 N °' �� :�,k� = ;;.�;���:: ''� ' w -. <.. <::- ;kY'• "i...:r•_ti •lad- : =_r�� ...c .., ,; ;,4 .. L f. ;: <;• :`;:ter CD'`s`^ rr :y`} : -; ` :`y ^': ^, =,Nw 'r�' =. s . , `r,� .;; _ : �.;+ ,.: -. �;� .r.�:. t =l t;:: ;, v= �� 4 :::.. c9 � �(\ cn - - ONItO ON TO \ \ '\ 1 \ \ \ _ m I `� `r b — — C _1 SOLID CORE BIRCH DOOR WITH CLEAR SATIN POLYURETHANE FINISH, PAINT FRAME P \ / ' 1 •' N \ IT a.F:' 1.}.4�.5�g:. ;; 'w ;.i.7ylo,.'Y:4 ', a..i :t�,}.tit'i^ ¢: Y.y: y.`; y�h.lt �i'le�:i" It' t�F. ^: ?y? 1' :y f:<v;x.t .ctrl f.rfr`x�t?; a_.••...i:Y:d'1i "�. ��t�i•: .a'�jr. 1. yy 3.4%:.'1,1' ':.,'. :!'•:.;1;::):;:;:;. :Y ?f1tT1!t" f l..rlr? � ,. F, !r y _ 7 "%f '' �i : 3:;,y.;y. s �, 1 •r .� % .: l Y , .j t-`:- :ti.i'.nSZ.1.1,,:i. 4 t1'r... Y '\ .. �— r — — —I - - J • 6/13/11 ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO ' BENCH \XDM 3' -2 3/4' ..... 1/2 METAL WEAL EQ EQ \ N. A. \ N. I -ID 1 -2 . ....� 1' -4° VB -1 VB - 1 GRAPHIC #5 — VB -1 1' -2 "W X ' -S' VB -1 , C. PROVIDED X 6' -8 °H G.C. PROVIDED 6 W .G. PROVIDED WALL MIRROR WALL MIRROR I 1 GRAPHIC WIDTI -r GRAPHIC #6 \ GRAPHIC #3 6/13 6/13/11 5/13/11 SEAL 4306 .� REGISTERED �� :RCNITECT NICHOLAS J. TRIG, - .: STATE OF WASHINGTON 8 COMMUNITY WALL SCALE: -0 0 NON —ADA FITTING RM. soALE: -0 6 ADA FITTING RM SCALE: o STOREFRONT LIGHT BOXES SCALE: o 4 INTERIOR ELEVATION SCALE: 1/4 ° =1' -0" A. 6/13/11 CO CP . • 42, G.C. TO LOGO ONTO . I ��� ® t AI��. �CE PAINT DRYWALL USING VENDOR SUPPLIED STENCIL. PAINT LOGO P -4, REFER TO DETAIL 1/42.4 DECK W-3' REVISIONS DECK W-3' NO. DESCRIPTION DATE V.I.F. �V.IF. DISPLAY SOFFIT (F).-;.) 1 ,, \ N 0 FIRST ISSUE 04/01/11 1 LL/OWNER COMMENTS 05/13/11 •• U o 131-5 1/2' AFF, ENTRY SOFFIT \ \ Co m 1- N -- il 12' -0' BOTTOM OF OBSTRUCTION to z 4 a kg - N �- I I I i — J � - --- - - ---- - - I - - -�— I N IEX111 \ \\: JI \I \� o • n O o rJ1 0 Ji o ! - - u- 1 VANS GRAPHIC J 1 .1 /� 1 ' 10 -I A .F.F. o \ _I. • \ \ \ a C - -- - -- — — — , ..... ....... ........... -1 J -J —4/ 0 L I 1 I I 1 (-T + I I I I I r — — I— I I 1 1 1 I I _ I__ i � T� — —I — — I I I I DATE: 4/01 /11 I - I I I WINDOW I P -1 x SCALE: AS NOTED GROSS AREA 2,382 .SQ. Fr. _ I SEA: 1,63 3 SQ. FT. FFE DETAILS GMT I GMt 1 CVB i # : 110201 VOLCOM DRAWN BY: CR WALL MIRROR vANS �� 60 JUN 1 2011 CityofTU • DUILDINn niinpopo bn3A1 it NEMO INTERIOR ELEVATION SCALE: 1 �4" =1' -0" ' INTERIOR ELEVATION SCALE: 1 /4" = 1' -0" . . ELEVATION KEY NOTES 0 IN -WALL STRAPPING FOR PERIMETER WALL SYSTEM. REFER TO FIXTURE DETAILS. \ CASED OPENING. REFER TO CONSTRUCTION DETAILS. 3 PERIMETER WALL SYSTEM. REFER TO FIXTURE DETAILS. O VINYL GRAPHICS. REFER TO SIGNAGE DETAILS. CD CD ® oe DECK 16' -3' $ . V.I.F. PROJECT TITLE 300 SOUTHCENTER MALL SEA-TILE, WA 98188 SPACE #300 STORE NO. 47267 - P -2 12' -0' BOTTOM OF OBSTRUCTION • L _ Oi O3 • • 0 11 1 �- -1 4210 ___ - - - -- ......:.,:.. ____ - - -- ......... _ ___ - - - -- :::.:::::.:::::: Z Q ii m 1 PAINT LINE WITH PRO ECT COST T COORDINATE MANAGER TO DETERMINE THE ACTUAL LOCATION OF THE PAINT LINE. \ \ \ �� - - -- - -� - --1 \ ` - _ _ _ IR I . • � J _ WALL STRAPPING V5-1 REFER TO FIXTURE DETAILS NOTE: NIKE FIXTURE EXTERIOR SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A4 . 0 S' -ID' FURNISHED AND INSTALLED STOREFRONT , BY VENDOR. G.G. TO REVISION NIKE PROVIDE POWER RECEIVED `, MAY 192011 PERMIT C TER 0/15/11 . Cs) INTERIOR ELEVATION SCALE: 1/4 = 1 -o " � " COS PROTO RELEASE 2.0— 11/2010 LEASE LINE TO LEASE LINE 6' HOLD 4' X 10' 4'X10' 3 X 10 4'X10' MB 4'X10' MB SQ. FT. 50. FT. RATIO H q H 4'X10' M8 4'X10' MB - STOCK AREA: H • H >1 41X10' MB 4'X10' MB 123 5% 4 UN- UTILIZED AREA: 4'X10' M5 4'X10' MB 3' -•" 4' -0' rap • ' MO GCS - FRI -IP -1 PHIL -T1' --T 3/4° LEASE LINE TO LEASE LINE 24' -0' 241-0' 4' -0 1/2' 6' -6" = VANS WALL i 2 A5.I 1' -10' = VOLCOM WALL r-- Ir-- lr- 7r-- Ir- -Ir --1 aW -1UAw 1UAw 1jAW- 1tJAW- 1�AW -1 L— JL— JL— JL— JL —.JL_J G.G. SUPPLIED 4 INSTALLED MIRROR r r011 gvastasstatzstxstassvastiti 3' X 10'3' X 10' CCS-TC-1 3' -0 1/2'. X 3' -11 1/2° 5' -0' L 0 CAB. E s) U U I. GCS-SECTOR CCS -FW -1 CCS -FW -I CCS- 5I-4W -48 CCS- S1- 111J -48 CCS-5TL G.G. SUPPLIED 4 INSTALLED MIRROR CCS -GP -I C;CS =6t -r- CCS-AC-I 3 In N 0 7 / n CCS-STL N U 0 CGS -SCWRK GCS -GP -I CC5-GP-I 11 45.1 TYF' NIXON 11 CC5-1-IF -2 11 N 0 U CCS -FW -I GC5-FW -1 (4) LIGHT BOXES CGS -FBG 1 GCS -FF -1 1 I I Y 2 NIKE -SFT NIKE -AR u u [ V-0" = NIKE WALL J 0 n N z 7 CCS -TS -2 CCs-ow- VOLCOM -MULTI J CCS -7S -2 z E u CCS -SWP -1 7E-7 r-- 11F --I - CGS- GCS- GGS - 1 AW -1 AW -1 I AW -1 1 0 N U U CGS- SWP -1 1 29' -4 3/4' M3AI REVIEWED FOR CODE COMPLIANCE APPROVED JUN 01 2011 City of Tukwila BUILDING DIVISIfl I LEASE LINE TO LEASE LINE BE"i SOM NO:t psi -o9-5 0 M3A1 FIXTURE PLAN M3A1 SCALE: 1 /4" = 1' -0" STORE INFORMATION EQUIPMENT LEGEND FIXTURE SCHEDULE SQUARE FOOTAGE CALCULATIONS NOTE: • ALL WALL AND FLOOR DISPLAY FIXTURES ARE FURNISHED BY TENANT AND INSTALLED BY TENANT G.C. EXCEPT FOR NIKE. NIKE FIXTURES ARE FURNISHED AND INSTALLED BY NIKE. TENANT G.C. MUST PROVIDE POWER TO NIKE AND VOLCOM DISPLAYS. SEE E1.0. LANDLORD NOTE: FIXTURES SHALL BE CUSTOM DESIGNED INLINE WITH THE SAME CONCEPTS AND LEVEL OF CRAFT AND EXECUTION OF THE TENANT'S INTERIOR SPACES AND EXTERIOR STOREFRONT. FIXTURES SHOULD BE OF I-IIGI QUALITY, DURABILITY MATERIALS DUE TO RAPID WEAR AND TEAR ISSUES ASSOCIATED WITH HIGH TRAFFIC POS MUST BE RECESSED OR SHROUDED. SQ. FT. FIXTURE PLAN M3A1 SCALE: 1 /4" = 1' -0" STORE INFORMATION EQUIPMENT LEGEND FIXTURE SCHEDULE SQUARE FOOTAGE CALCULATIONS LANDLORD NOTE: FIXTURES SHALL BE CUSTOM DESIGNED INLINE WITH THE SAME CONCEPTS AND LEVEL OF CRAFT AND EXECUTION OF THE TENANT'S INTERIOR SPACES AND EXTERIOR STOREFRONT. FIXTURES SHOULD BE OF I-IIGI QUALITY, DURABILITY MATERIALS DUE TO RAPID WEAR AND TEAR ISSUES ASSOCIATED WITH HIGH TRAFFIC POS MUST BE RECESSED OR SHROUDED. SQ. FT. FIXTURE PLAN M3A1 SCALE: 1 /4" = 1' -0" STORE INFORMATION EQUIPMENT LEGEND FIXTURE SCHEDULE SQUARE FOOTAGE CALCULATIONS DESCRIPTION SQ. FT. 50. FT. RATIO CEILING HEIGHT SALES AREA: 1,633 &9% - STOCK AREA: 415 20% N/A SUPPORT AREA: 123 5% VARIES UN- UTILIZED AREA: 151 &% HR STOREFRONT FRONTAGE: 2 9' - 4 5/8" GGS -AW -I LEASABLE AREA: 2,3E2 100% 3 . STOCKROOM SHELVING CAPACITIES SHELVING WEIGHT LINEAR FT. OF SHELVING PAIRS PER LINEAR FOOT PAIRS w 0 REGULAR SHELF UNITS 12' -0° 32.0 NUMBER OF PAIRS CALCULATED 6 32.0 PAIRS PER LINEAR FOOT FOR 12 -0' HIGH SHELVING. REGULAR SHELF UNITS 101 -0II 25' 28.0 100 MOBILE SHELF UNITS 10'-0" 80' 28.0 2,240 NUMBER OF PAIRS CALCULATED 6 28.0 PAIRS PER LINEAR FOOT FOR 101 -0' HIGH SI- IELVING. SHOE TOTALS 105' 2,940 ESTIMATED PAIRS: 2,660 U HANGING SHELF UNITS 101 -011 REGULAR SHELF UNITS 101 -011 33' MOBILE SHELF UNITS 10' -0" MISC. TOTALS 33' TOTAL SHELVING (LF) 138 FIXTURE SYMBOL DESCRIPTION I-1 FIXTURE NAME & MANAGER'S DESK- INCLUDING CHAIR / FILE CABINET 4 SAFE. 4' X 9' FOOTWEAR BENCI -1 I 1,633 SQ. FT. FIXED SHELVING UNIT 110201 L X 4 CR GGS -cbe 1 FOOTWEAR BENCH CUBE HANG ROD UNIT GCS -STL HR STOOL r J GGS -AW -I MOBILE SHELVING UNIT APPAREL WALL. BAY MB 3 . CCS -AW -I © ROLLING LADDER N= NEW E= EXISTING R. EXISTING / RELOCATED 1 I CCS -AW -P5 2 LADDER RAILS NEW EXISTING EXISTING /RELOCATED CGS -TS -2 CGS -GW1 FIRE EXTINGUISHER GEAR / ACCESSORIES WALL PANEL [ =1 DRAWING TUBE �= LOCKING SUPPLY CABINET 3 C48. 1 FOOTWEAR FIXTURE w /RISER NOTE: WHEN NEW STOCKROOM SHELVING IS SPECIFIED, TENANT G.C. IS TO ASSESS MAXIMUM ALLOWABLE SHELVING HEIGHT. MAIN- TAINING MIN. 24° CLEARANCE TO CLG ABOVE AND REPORT TO FOOTLOCKER CONSTRUCTION MANAGER UPON COMMENCEMENT OF PROJECT. FIXTURE SYMBOL CODE TOTAL FIXTURE NAME SCALE: CGS -F8 1 FOOTWEAR BENCI -1 I 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR GGS -cbe 1 FOOTWEAR BENCH CUBE 0 GCS -STL 2 STOOL r J GGS -AW -I 10 APPAREL WALL. BAY T -SHIRT FIXTURE 3 . CCS -AW -I 3 EXTRA- FOR VANS CCS -TS -2 GGS -TST CCS -AW -P5 2 APPAREL WALL PEG BOARD INSERT (NOT SHOWN ON PLAN) CGS -TS -2 CGS -GW1 3 GEAR / ACCESSORIES WALL PANEL [ =1 �= CCS -GP -1 3 GEAR PLATFORM 1 FOOTWEAR FIXTURE w /RISER ® GCS -GP -1 1 DENIM WALL UNIT ASSEMBLY GCS -DE -51 4 DECK WALL PANEL - STRAIGHT GCS -FW -1 4 FOOTWEAR WALL PANEL � � GCS -AC -DG 2 PERIMETER WALL DISPLAY CASE (VITRINE) (NOT SHOWN ON PLAN) M CCS -AM -1 0 APPAREL BAY MIRROR -" el 1 CGS -GW -98 1 ADA. CASHWRAP SEE 101E41 FOR OUTLET LOCATIONS ... ... ' GGS -GW -PW i LOW PEGWALL SEE 5/A52 FOR CUSTOM PEGBOARD DETAIL CGS - SHW -48 2 SHOWCASE 48' GGS -SWP -1 2 SHOW WINDOW PLATFORM CCS- 814W -60 1 SHOWCASE 60' N. N. CH- LSLINESH 1 CCS -SCWRK 1 SHOWCASE WORK STATION ❑ GGS -FRD -1 2 GCS - NIXON 1 NIXON DISPLAY CASE • 1 NIXON e3IECTGR L i -9 - -- CCS- SECTOR 1 SKATEBOARD SECTOR 9 DISPLAY RACK 0 CCS -TC -1 A ALUMINUM TRASH CAN . ECEIVED CCS -D5L8 1 SKATEBOARD DOUBLE SIDED DISPLAY RACK CC5 -D5I.13 APO FIXTURE SYMBOL CODE TOTAL FIXTURE NAME SCALE: CCS -AC -1 1 ACCESSORY FIXTURE I 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR CCS -B15-1 1 BELT BIN FOR AC -1 I I CCS -TS -I 1 T -SHIRT FIXTURE 1�i CCS -TS -2 GGS -TST 0 T -SHIRT FIXTURE T -SHIRT FIXTURE TOPPER [I■1741 .L•1�1U1 CGS -TS -2 2 T -SHIRT FIXTURE [ =1 �= CCS -FF -1 1 FOOTWEAR FIXTURE w /RISER 1= I— — — — H J CCS -FT -1 0 FOOTWEAR TABLE CGS -FP -1 , 2 FOOTWEAR FLOOR PLATFORM (NOT SHOWN ON PLAN) { GG5-1-IF -2 6 HANGING FIXTURE -" CCS -NT -I 3 NESTING TABLE SET w/RISER GGS -SWP -1 2 SHOW WINDOW PLATFORM CH- LSLINESH 1 LEASE LINE SIGN HOLDER \ 1 GGS -FRD -1 2 FITTING ROOM DOOR GGS -FRB -1 1 FITTING ROOM BENCH - -- GCS- FRHP -I 2 FITTING ROOM HOOK PANEL 0 CCS -TC -1 1 ALUMINUM TRASH CAN . ECEIVED GGS -DW -MAT 1 DECK WALL FLOOR MAT MAY 192011 APO CGS -SF -Ii 1 IT CENTEf l MALE MANNEQUIN VANS 1 VANS WALL DISPLAY UNIT- LENGTH= 6' -6' VOLCOM 1 VOLCOM WALL DISPLAY UNIT- LENGTH= 1' -10' I 1 1 NIKE 1 NIKE WALL DISPLAY UNIT- LENGTH =B' — — — — — —� FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: TRICARICO° Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO NICHOLAS J. TRICAR OF WASHINIGTOI' REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 LL/OWNER COMMENTS 05/13/11 PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 SHEET TITLE FIXTURE PLAN SHEET NO. J\5 ■ O CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 SHEET TITLE FIXTURE PLAN SHEET NO. J\5 ■ O CCS PROTO RELEASE 2.0- 11/2010 7 D ISPLAY i AREA I SHELF SECTION METAL BAND BUTT JOINT SEAM / NO GAP. DISPLAY AREA SHELF SECTION METAL BAND SECTION #1 — METAL SAND SECTION *2 METAL BAND SECTION *3 M3/I1 METAL BAND SECTION *2 ATTACHED TO FRONT FACE OF DENIM CABINET AREA OF EXPOSED PLYBOO CABINET METAL BAND *3 SURFACE APPLIED TO SIDE OF DENIM CABINET SIDE OF CABINET FRONT FACE OF CABINET M3/11 RECESSED CLOCK OUTLET REFER TO ELECTRICAL SHEETS LIGHT BOX INSTALL PER MFG INSTRUCTIONS 111/PROVIDED 'Z'CLIPS 4HARDWARE INSTALL IN -WALL CONTINUOUS 16 GA. MIN. METAL STRAPPING W/ MIN. (2) *10 SCREWS PER STUD. REFER TO INTERIOR ELEVATIONS FOR PLACEMENT INSTALL MILLWORK METAL PANELS W/ PROVIDED HARDWARE PER FIXT. MFG. INSTRUCTIONS. OR AS DIRECTED BY TENANT CONSTRUCTION MANAGER MILLWORK METAL PANEL PREDRILLED FASTENER HOLE 010 X 2' HEX WASHER HEAD SHEET METAL SCREW A M3/11 IN -WALL CONTINUOUS 12'HX 16 GA. MIN. METAL STRAPPING W/ MIN. (2) 410 SCREWS PER STUD. COORD. LOCATIONS W/ FIXTURE MFG. 5/8" G.W.B. 11' -2' AFF. TOP OF PANEL 4' w U1 0 STRAPPING INTERIOR PARTITION REFER TO PARTITION TYPES 'PEG BOARD' METAL PANEL INSTALL PER FIXT. MFG DWGS 5/8' GWB MDF PANEL WALL BASE AS SCHEDULED 01-0' FIN. FLOOR 4F STRAPPING 0 0. 0 0 0 0 O O O 0 O O 0 DETAIL OF METAL BANDING AT DENIM WALL SCALE: 1/2"=1'-0" MOUNTING DETAIL SCALE: 3/4 " =1' -0" MOUNTING DETAIL SCALE: FULL COUNTERSUNK FLAT HEAD SHEET METAL SCREW INTO STRAPPING. PUTTY HEAD TO MATCH PLYSOO WOOD FINISH 11' -0' APP. TOP TOP CAP HOLES FOR CROSSBAR METAL SANDING (SEE 8/45.1) 'INTERIOR PARTITION - REFER TO PARTITION TYPES WOOD GABLE (BEYOND) ADJ. WOOD 51-IELF W/ PINS DENIM WALL FIXTURE INSTALL PER FIXT. MFG DWG5 COUNTERSINK AND INSTALL ALL SCREWS IN A STRAIGHT LINE AT ATTACHMENT OF CABINET BACK TO WALL SCRIBE BASE TO FLOOR I' -6' 0' -0a FIN. FLOOR U w z 0- STRAPPING 101 -0' APP. TOP OF PANEL r 'INTERIOR PARTITION - REFER TO PARTITION TYPES 'PEG BOARD' METAL PANEL INSTALL PER FIXT_ MFG DWGS STRAPPING- SEE d) 111 0 1-- = 0 U. z 0_ 3' RECEPTACLE MOUNTIN w co 4 w W J) uJ w N z F- t') RECESSED CLOCK OUTLET REFER TO ELECTRICAL SHEETS L IG -4T BOX INSTALL PER MFG INSTRUCTIONS W/PROVIDED 'Z'CLIPS 4 ARDWARE INSTALL IN -WALL CONTINUOUS 16 GA. MIN. METAL STRAPPING W/ MIN. (2) *10 SCREWS PER STUD. REFER TO INTERIOR ELEVATIONS FOR PLACEMENT 81-10' A.F.F. jib TOP OF PANEL 'INTERIOR PARTITION - REFER TO PARTITION TYPES 'PEG BOARD' METAL PANEL INSTALL PER FIXT. MFG DWG5 WALL BASE AS SCHEDULED 0' -0' FIN. FLOOR SECTION AT DECKWALL SCALE: 1"=1'-0" SECTION AT DENIM WALL SCALE: 1u=11-0" SECTION AT ACCESSORIES SCALE: 1"=1'.-0" SECTION AT SHOE WALL SCALE: 1 " =1' -0" cst N STRAPPING 0_ f- 11' -0' AFF. STRAPPING REFER TO INTERIOR ELEV'S FOR SPECIAL CONDITIONS SECURE FITTING TO PARTITION . WITH PROVIDED HARDWARE 1'-2' PARTITION REFER TO PARTITION TYPES SPEED RAIL WALL SYSTEM - INSTALL PER FIXTURE MFG. INSTRUCTIONS. ' REVIEWED FOR :.',ODE COMPLIANCE 1 ADP ROVED JUN 01 2011 City Ci of Tukwila BUILDING fIVIRifn1. FLOOR \ FITTING I FIN. FLOOR I WALLhASE AS SCHEDULED / SECURE FITTING TO SLAB WITH PROVIDED HARDWARE 01-0° FIN. FLOOR l REVISIONNOLL RECEIVED blI"OT27 MAY 192011 PERMIT ER SECTION AT APPAREL WALL SCALE: 1 " =1' -0" FOOTLOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO® ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO 4306 EAL NICHOLAS J. TRICARICO STATE OF WASHINGTON REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 1 LL/OWNER COMMENTS 05/13/11 PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 SHEET TITLE FIXTURE SECTIONS AND DETAILS SHEET NO. A5.1 CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 SHEET TITLE FIXTURE SECTIONS AND DETAILS SHEET NO. A5.1 CCS PROTO RELEASE 2.0- 11/2010 3' -0' OR MIN. DIM. FOOT LOCKER INC. 1' D CK OR CEILING D CK OR CEILING 'ALLOWED -0 1/2 BY CODE' EQ. EQ. 2'- 0 1/2° DECK (NI DECK OR CEILING DECK OR CEILING DF�CK OR CEILING co I'- 0 1/2' DFtCK OR CEILING I' -0 1/2' `"\ CHAIN SUSPENDED FLUOR LIGHT FIXTURE X00 00 STORE PLANNING DEPT 112 WEST 34TH STREET YORK NY 10120 \ Q c_v VARIES DEPENDING UPON STOCK REQUIREMENTS AND CEILING NTS (SEE PLAN) ' dilltklli �' STRAP BRACINHORIZONTAL O To.c.NEW GE S YSTEM W/ SHELVIN G AND HANG ROD a 2' -0 1/2' E 2' -0 1/2' 1' -ID t/2° e 1'- 01/2' � 3' � e 3' e N i SHELF CTYP.) HANG BAR B R (TYP.) - @ �, ® I r0 r ,\ 6' SPACING REQUIRED BETWEEN MOBILE CARRIAGES C ei w 0 0 TYPICAL WOOSHELF LAMINATED MGR DESK r N . `� E @ ` `I (REFER TO FIXTURE PLAN LOCATION AND HEfGHT) i INSTALL PER MFG. INSTRUCTIONS T. DOUBLE ROW SHELVING PROVIDED BY VENDOR G.C. TO ARCHITECT: O TRICARICO Tricarico Architecture and Design PC gn 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com ei �`— (S 1J1 � �— ~' ® ® 00, ; / , / , �� `�� PROVIDE 1/8' MASONITE SECURED TO THE END OF ANY ROW OF SHELVING � ADJACENT THE INTERSECTION OF ANY \ ADJACENT ROW. TYP. SINGLE ROW SHELVING \ G.G. TO PROVIDE 1/8 MASONITE 0 m q t . SHELF (TYP.) V ``� ® ® r ,�` r PAI / Alb... SECURED TO THE ENTIRE BACKSIDE_ � AND (1) ARCHITECT LICENSE # 4306 C 2011 NICHOLAS J. TRICARICO f SHELF DIVIDER (TYP.) RUBBER BUMPER (TYP.) ROLLING LADDER RAIL, PER e ' / A ` \ REFER TO LADDER INSTALLATION MANUAL PRIOR TO INSTALLING. 3' -2" c" @ - 0 ' / r ,\ ` L QUANTITIES PE C USH10IET SHELVES 12' -0' 6 2' -ID' OC. m Q 1 `r ' , ' , �f .,_0' ' 0' 4 a 2'-0' O.G. in mot` �t '` 0 -0 I �- `t\ ?, .. \ IV 10' 0' 14 MOBILE SHELVING 10' -0' H HANGROD 12' -0 1-4 HANGROD 10' -0' 14 SHELVING 12' -0" H SHELVING - 2E SECTION— MOBILE SHELVING 2D SECTION— MGR. DESK 2 SECTION HANGROD UNIT B SECTION AT SHELF UNIT 2 TYP. SECTION AT SHELVING UNITS 3I -4 1/4" MDF PANEL 1 4 �- t- ill ;- \ — —' N' \/ .� 1 3/4' X 6 I/2' MDF WALL CAP ' % (4) 3' -4' METAL PANELS MDF PRE- FINISHED MDF 'DEGKWALL' PANELS 1 � REFER TO SHEET A1.0 OR PARTITION TYPE A h• SEAL 4306 REGISTERED ARCHITECT NICHOLAS 1 7RIC, STATE AS . TRIC ' INGTOP.+ HELVINEGFUNIT SIZES, FIXTURE N QUANTITY AND STOCK CONFIGURATION. G.C. TO INSTALL PER MANUFACTURERS INSTRUCTIONS. r -Ll 8 \) STOCKROOM SHELVING DETAILS ��_ �� SCALE: 11/2"=1 -0 2 , 1 1/2" -1 �_ 3/4" 3._8" 3 1 3/4 caPilo,asED�rtovi>� of REVISIONS : %' /1 ° Al � / � NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01 /11 1 LL/OWNER COMMENTS 05/1 THE CAP. COORDINATE HANDLE •••• • .... F'EG33OARD DISPLAY . . • • • • • . • • = SPEC WITH FOOTLOCKER CONSTRUCTION MANAGER 48' APB. 1/4' DIAMETER THRU BOLT WIT+ -4 TOGGLE : — \I / \ �, m 6' (TYP OF 2) / G..S. W LABEL -'`— J I 2 x 4 s NalliWa �1` 11 3/4'x 2' POPLAR PLYWOOD , PAN HEAD SCREWS . n _1 z E _1 . z i 4 Hi _ _.� :s� _ ! jt 1 j` fi ' ;I �� �I 5 ,45.1 3 5/8 MTL STUDS DATE: 4/01 /11 SCALE: AS NOTED METAL STRAP (TYP OF 2) • GROSS AREA: 2,382 SQ. FT. 1/2' D IA. HOLE IN BTM GAP 3' --I" PEGBOARD SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 o 6U DIAMETER PVC �� } PVC BOTTOM CAP GLUED IN m PLACE, G.C. TO DRILL 1/2' PLAN DIA. HOLE IN CENTER OF tt m `;' m1 \ \ , , DRAWN BY: CR BOTTOM CAP ELEVATION NOTE: UPON COMPLETION OF PROJECT GENERAL CONTRACTOR MUST RUN A NEW BLUEPRINT SET —� -____ FOR THE COMPLETED STORE DRAWINGS 1 (ARCHITECTURAL, MECHANICAL AND ELECTRICAL) REVIEWED FOR AND PLACE BLUEPRINTS INTO THE PLAN TUBE HOLDER. � AND BODE COMPLIANCE LABEL (WITI -1 CLEAR TAPE) STATING: THIS TUBE CONTAINS STORE DRAWINGS AND IS NOT TO BE REMOVED "ROVED WITHOUT THE CONSENT OF THE STORE MANAGER TENANT JUN 01 2011 G.C. TO SUPPLY AND INSTALL DRAWING TUBE ASSEMBLY VERIFY S�-IOUJCASE fi EC BOARD GENERAL CONTRACTOR TO 1 x 1 ANGLE 4 VII )1 ENIIIII Villiii j it %' BOTH SIDES (TYP) 3/4' X 6 1/2' MDF 3/4 °—� FASTEN CLE�4T TO FLOOR AND FLOOR FLANGE TO FLOOR CLEAT- CONTACT L R LE FIXTURE VENDOR FOR ADDITIONAL INFORMATION _ WALL CAP o ®a o ®o _ WHERE INDICATED ON PLANS. City o f Tukwila - 3/4" �� 3 "� / �/ 3/4° — RIIILDING DIVISION) 3 -2 1' -2 1/2' le 3/4" 3,_.8,„ .A WWI ,A S/13/II A SECTION OF PEG WALL AT FLOOR DECK WALL PLAN VIEW SCALE: , " =1' -0" 6 DRAWING TUBE SCALE: ,1/2 ° =1' -0" Q PEGBOARD DETAILS SCALE: 1" =1' -0" 8' -1 1/4' 3 8'-1 1/4' WORK SURFACE PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 A5.2 8' -2 3/4 METAL / ' � VARIES- SEE A5.0 2' -3 1/2' 3' -6 1/4° 2' -3 1/2° 2'-3 1/2' 3'-6 1/4' 2 -31/2 t WRITING SURFACE t 2' -3 1/2' 3' -6 1/4' 2' =3 1/2' WRITING SURFACE • •••••••••• • • • • • • • • .•••• \ / - - WRITING SURFACE �4 EQ. - EGA. -- - m . =_TS / \ a U i v' or_ 9 r7 C 7 N X / \ . \ , 0 Q z ft 9 REFER Td ELECTRICAL S1- PEGBOARD DISPLAY FOR POW REQUI R Ids SIGNAL E ® SA3nt SHEET TITLE CASHWRAP & BACKWRAP DETAILS . SHEET NO. A5 • 2 �. M3,II . A52 RECEIVED Ul%.,09d5 MAY PER 19 2011 IT CENTER 4 GLASS SHOWCASE LA H CASHWRAP REAR ELEVATION CASHW SCALE: 3/4 " =1' -O° Q CASHWRAP PLAN SCALE: 3/4u =1'-O" _ 0 CASHWRAP FRONT ELEVATION SCALE: 3/4 ° =1' -0" CCS PROTO RELEASE 2.0- 11/2010 1U-1 3/4' . I 1 1 - - - -J S3____1----J 1 1 —FI 1 L_____L_ ----- T - - - - -1 L_ —_ —J_ _ L____ L — EQ A 1 EQ I I`1 1 L____ - ___J I I L____J — L- — — — — —I— E4 (E) OE) X (E) EQ L ST4 7� J6 A M EQ EQ c3 E2 w • CL- 2'10' -0' LEASE LINE TO LEASE LINE 24' -0' 24' -0' 4' -0 1/2° CONTINUOUS UNISTRUT MOUNTED WITH 3 -3/8' DIA. THREADED RODS EVERY 48'. BOTTOM OF UNISTRUT SHALL BE 12' -0' ARP. PAINT ALL COMPONENTS P -1. SEE DETAIL I1/A6.1. WALL MOUNTED LIGHT BOXES. REFER TO /— INTERIOR ELEVATIONS. 60 EQ 2' -0" A4 ;t f TYP THG THG THG THG THG TH TH THG THG THG A6.1 THG THG THG THG THG THG THG THG THG THG 7 N 0 A4 O O (3) WALL MOUNTED LIGHT BOXES. REFER TO INTERIOR ELEVATIONS 0 1 £31-6' Al' AI6 ' -6 1/2° 1' -6' 1' -4" w 71 11 11 El 1— 11 , J6 0 N tt CL -2 13' -5 1/2' CL -2 170 10' -l' 0 4' -0' E4 2'-1' 2 A AI6 Al 6 6 w AI6 4i i I II I 1 rr r 0 PI O -2' -2 1/2' �r m u_ 0 •16 AI6 J6 1 ><4; THG THG THG �2' -0'i TYP THG 4' -0' THG THG THG 4' -0' El Al V AI6 IAI6 IA16 THG tt THG HG THG TG THG 2' -0° TYP THG THG THG A4 0 O O PAINT LIGHT FIXTURE TRIM TO MATCH PAINT: P -4 FINISH NOTE: ANY SPRINKLER HEAD INSTALLED IN TI-415 AREA SHALL BE FULLY RECESSED W/ A BLACK COVER PLATE. CL -2 e 13' -5 1/2' THG THG THG THG THG THC" THC� THG 29 LEASE LINE TO LEASE LINE REFELCTED CIELING PLAN CL -3 OPEN LIGHT TRACK MOUNTED TO BACKSIDE OF SOFFIT AT 12' -0' APP. 2' -0' TYP —SUSPENDED PERFORATED METAL PANELS AT 12' -0' APP. (TYP. OF 3) C� EVIEWED FOR DE COMPLIANCE JUN 01 2011 City of Tukwila DuILDING DIVISION NOTE: COORD INATE LOCATION, QUANTITY ANC) SIZE OF ACCESS PANELS WIT TENANT'S FIROJECT C ON S T U C T ION MANAGER. SCALE: 1/4" = REFLECTED CEILING PLAN NOTES CEILING TYPE SCHEDULE CL -X X' -XX' A.F.F. LIGHT FIXTURE AND EQUIPMENT SCHEDULE 1. EMERGENCY LIC-s -T5 TO BE INSTALLED ON SEPARATE CIRCUIT. 2. 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 WORK, IF REQUIRED BY LOCAL AUTHORITIES. 3. REFER TO FINISH SCHEDULE SPEC 4 INTERIOR ELEVATIONS FOR FINISHING 4 PAINTING REQUIREMENTS. 4. THE POSITION OF THE TRACK IS TYPICALLY SET OUT FROM PERIMETER WALL AS INDICATED. 5. UPON COMPLETION OF JOB, CONTRACTOR SHALL BALANCE THE AIR AND SUBMIT CERTIFIED COPY OF AIR BALANCE REPORT TO THE TENANTS PROJECT MANAGER 6. GC. TO ADVISE TENANT PROJECT CONSTRUCTION MANAGER OF MAX CLEAR HEIGHT IN STOCK ROOM PRIOR TO PROJECT COMMENCING. THIS IS TO ALLOW TI-4E HEIGHT OF THE STOCK ROOM 61-IELVING TO BE MAXIMIZED 1. 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 IN 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 BEFORE WORK COMMENCES. ALL SPRINKLER HEADS WILL BE SEMI - RECESSED CHROME TYPE CENTERED IN 2X2 CEILING GRID. SPRINKLER HEADS - NOTE: SYMETRICAL PATTERN TO ALIGN W/ CEILING ELEMENTS. CALLOW-. DESCRIPITION TYPE SYMBOL EXIST. NEW MANUFACTURER DESCRIPTION LAMP CL -1 NOT USED Fl 4 MERCURY MMI32- OCT /8T -C- EL13-UNI - 8' - (2) LAMP TANDEM FLUORESCENT STRIP W/ PAL 40TSC CRUSH GUARD SAFETY SLEEVE 4 PAL T8 CAP (2) F032/830 32W TS FLUORESCENT LAMPS F3 MERCURY (2) LAMP FLUOR INDUSTRIAL TYPE WITH WIRE GUARD FIXTURE: 111E6- 2- 32 -OCT- EL13- UNIV/REFLMlE6240 WIRE GUARD: IWG- MTE6240 WHEN EM BALLAST REQUIRED ADD -EMFK TO SPECIFICATION (2) 24610 F32T8/TL830 /ALTO CL -2 5/8' TYPE 'X' GYP. BD. ON MTL. JOISTS, or RIGID 'X' SUSPENSION SYSTEM, 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. CL -3 EXISTING EXPOSED STRUCTURAL DECK NO NEW CEILING UNLESS MANDATED BY MALL OR BLDG CODES. J6 O JUNO PART "(HOUSING): TC920 PART "(TRIM): 626C -WH 61 OPEN PAR38 DOWNLIGHT- HOUSING W /CLEAR TRIM ALZAK (SILVER) FINISH PH14418 CDM 125W/830/PAR38/25 A16 \ ST 0 15 ANP LIGHTING UL416- 49- RBHC- 42- GR16(42W) PENDANT W/16' 51-IADE 42W CFL DUAL TAP BALLAST BLACK CORD GRILL WIRE GUARD INCLUDED 26815 PL T42W/35/4 PIN STONCO VP -11 -GC CAGE LIGHT PENDANT MOUNT WITH (1) 100 WATT A LAMP SUSPENDED W BLACK GABLE 15691 EL/MDT23W MINI TWIST A4 000 AMERLUX PART a MRA3- 39- T4 -NF - 39- T4- WF- 39- T4 -NF -E- 120 -NP - WT -FL O 3 LAMP 39W -T4 RECESSED LINEAR W/ SPECULAR REFLECTORS (3) PI-I31312 CDM35/TC /830 CL -4 EXISTING GYP. BD. AT HEIGHT INDICATED ON PLAN. PATCH AND REPAIR AS REQUIRED. FURNISH E INSTALL BY TENANT G.C. THC 61 CON -TECH CTL2838N -5 GIMBALL RING TRACK HEAD- UNFINISHED 14418 CDM- i25W/830 PAR 38/25 CON -TECH CL -5 EXISTING 2' x 4' ACOU5T. TILE PANEL ON EXPOSED TEE GRID 9 HEIGHT INDICATED ON PLAN. SILVER -T-B -S (8' LENGTH) SING LOADED ATTACHMENT MOUNT CHANNEL *LT -6 -S (6' LENGTH) DIRECTLY TO LAY -IN CEILING IF TRACK ALT -4 -5 (4' LENGTH) APPLICABLE ** SEE NOTE ELCU1 ALT -2 -3 (2' LENGTH) SP 4 1505E FREESPACE MODEL 16: LOUDSPEAKER (TYP. OF 4) NO COMBUSTIBLE MATERIALS ARE ALLOWED TO BE INSTALLED ABOVE ANY FINISHED CEILINGS. SM SMOKE DETECTOR SUPPLIED AND INSTALLED BY TENANT'S G.C. El 2 HIGHL [TES BP- PLED -5 -R EXIT LIGHT W/ 90 MIN. BATTERY BACK -UP PACK E2 ASTRAL ITE EU- 2- 1-1-W -TD SURFACE MOUNTED 2 -14EAD EMERGENCY LIGHT MOUNTED AT 12' -6' AFF OR MAX ALLOWABLE BY CODE (SALES AREA) E4 2 HIGHL [TES 145P- PLED- S -R -DEH COMBINATION EXIT LIGHT WITH TWO SIDE - MOUNTED LIGHTING HEADS 11 NEW LCD MONITOR CAMERA 11 CCTV MONITOR (E) = EXISTING FIXTURE TO REMAIN - VERIFY EXISTING QUANTITIES (R) = EXISTING FIXTURE TO BE RELOCATED - VERIFY EX 'SING QUANTITIES NL : DENOTES NIGHT EM : DENOTES EMERGENCY LIGHT = PROVIDE 90 MIN. BATTERY BACK -UP PROVIDE 5II■111 F CIRCUIT IN -LINE FEED CURRSTIT LIMITING DEVICE WITH ILLUMINATED CIRSUIT SPEAKER ROCKER SUITCH - i�GI(14), REG3(2. A), REC-t6(54), R"EG9(154), REGI0(10A) REVISION N0. D 6g3 S EiVED MAY 19 2011 IT CENTER FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: TRICARICU O Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 1 LL/OWNER COMMENTS 05/13/11 PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47G67 SHEET TITLE REFLECTED CEILING PLAN SHEET NO. A 6 .0 CCS PROTO RELEASE 2.0— 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47G67 SHEET TITLE REFLECTED CEILING PLAN SHEET NO. A 6 .0 CCS PROTO RELEASE 2.0— 11/2010 2' EQ EQ 8' =0' 2' 3 /8'ALL THREAD' 3/8' NUT PLATE CI- IANNEL NUT UNISTRUT TRACK PAINT ALL COMPONENTS P -I DETAIL 'AI 2' 41-0" 2' UNISTRUT SUSPENSION DETAIL SCALE: 1 " =1 ' -0" 101-10' AFF EQUAL EQUAL ir LEV4TION 1 MIRROR 11_00 rt u E3ENCI -I l ELEVATION 2 7— CONDUIT PAINT: P -1 CUTOUT IN METAL PANEL SHALL BE 2 ° IN DIAMETER LARGER THAN THE ESCUTCHEON J BOX PAINT: P -I SECURITY DOME 95 - CCTV SECURITY DOME NOTE: SECURITY DOME SHAL BE INSTALLED PER DETAIL 9/A6.1. HOLE SHALL BE 1' WIDER THAN HOUSING:. ONLY DOME SHALL PROTRUDE BELOW METAL PANEL. SPRINKLER PIPE PAINT: UTOUT IN METAL PANEL SHALL BE 2' IN DIAMETER LARGER THAN THE ESCUTCHEON PROVIDE ESCUTCHEN TO MATCH CLG FIN. SPRINKLER HEAD EXISTING DECK PAINT: P - i EXISTING STRUCTURE / V.IF. PAINT: R -i / UNISTRUT SEAM CLAMP UNISTRUT TRACK PAINT: P -1 1/2' THREADED ROD PAINT: P -1 1 ILING PANEL FIXTURE DRAWINGS F3 LIGHT FIXTURE AREA OF PANEL OVERLAP *6 TEK SCREW BLACK 6' O.C. MAX SPACING EXISTING DUCT UNISTRUT TRACK PAINT: P -1 1/2 °ALL THREAD I/2 'NUT PLATE CHANNEL NUT UNISTRUT TRACK PAINT: P -1 METAL PANELS W/ OVERLAP 2' *6 BLACK TEK SCREW 6' O.C. FITTING ROOM LIGHT FIXTURE SCALE: NTS (11:4---- ALUMINUM PIPE FLANGE BOLTED DIRECTLY TO UNISTRUT 1/2 THREADED ROD DOUBLE UNISTRUT TRACK (ABOVE PAINT LINE) MONITOR BOTTOM THREADED CONNECTION BETWEEN PIPE AND PIPE FLANGE ALUMINUM PIPE MONITOR PANEL MOUNT VIDEO MONITOR SPRINKLER HEAD DETAIL (IF REQUIRED) 1/8' GAP BETWEEN ACCESS PANEL AND ADJACENT METAL PANEL METAL CEILING PANEL REFER TO FIXTURE MFG SHOP DRAWINGS 1/2' THREADED ROD PAINT: P -1 UNISTRUT TRACK FOR ACCESS PANEL SUPPORT. PROVIDE REQUIRED SUPPORT TO KEEP METAL PANEL FROM SAGGING. PAINT: P -1 LIFT UP ACCESS PANEL CONSTRUCTED W/ METAL CEILING PANEL SCALE: 3 " =1' -0" UNISTRUT TRACK PAINT: P -1 f1/16' MAX GAP BETWEEN ACCESS PANEL AND METAL CEILING PANEL *6 TEK SCREW BLACK ATTACHED TO UNISTRUT FOR SUPPORT HANGING DETAIL OF METAL GRID PERPENDICULAR TO UNISTRUT $vIF BTM OF DECK -1r r -1r Lj HVAC D IFFUSER 51-4ALL BE INSTALLED OUTSIDE OF METAL PANEL AREA. BOTTOM OF DIFFUSER SHALL ALIGN WITH TOP OF METAL PANEL UNISTRUT SUPPORT. BODE th.12 A.F.F. BIM OF METAL PANEL REVIEWED FOR COMPLIANCE , APPROVED JUN 01 2011 City of Tukwila BUILDING DIVISIfMI EXIST'G SPRINKLER LINE PAINT: P -1 METAL CEILING PANEL REFER TO FIXTURE MFG 51-1OP DRAWINGS *6 BLACK TEK SCREW AT OVERLAP OF PANELS 2' AREA OF OVERLAPPED PANELS EXISTING DUCT X L EXISTING DECK PAINT: P -1 EXISTING STRUCTURE V.I.F. PAINT: P -1 UNISTRUT SEAM CLAMP UNISTRUT TRACK PAINT: P -1 SCALE: 1 1/2"=V-0" -1/2' THREADED ROD PAINT: P -1 12 GA. DIAGONAL SPLAY WIRES (EACH DIRECTION) UNISTRUT TRACK (BEYOND) PAINT: P -1 NOV 6 TEK SCREW BLACK 6' O.C. MAX SPACING 1/2 'ALL THREAD 1/2 'NUT PLATE CHANNEL NUT UNISTRUT TRACK PAINT: P -1 METAL PANELS / % %__ //%%i*:/.// / / /,., *6 TEK SCREW BLACK 6 ° O.C. BEVS\QMNOJ- MONITOR HANGING DETAIL SCALE: 1 1/2"=1'-0" ACCESS PANEL DETAIL (IF REQUIRED) SCALE: 1 1/2"=1'-0" HANGING DETAIL OF METAL GRID PARALLEL TO UNISTRUT SCALE: 1 1 /2 " =1' -0" I I I I I 1 I I I I I IIIIIIIIIIIIIIIIIIIIIIIIII *6 TEK SCREW THROUGH LIGHT FIXTURE CABINET INTO UNISTRUT ABOVE METAL PANEL EXISTING DECK PAINT: P -1 EXISTING STRUCTURE PAINT: P -1 UNISTRUT BEAM CLAMP UNISTRUT TRACK PAINT: P -1 -1/2' THREADED ROD PAINT: P -1 12 GA. DIAGONAL SPLAY WIRES (EACH DIRECTION) UNISTRUT TRACK PAINT: P -1 F3 LIGHT FIXTURE $vIF BTM OF DECK 12' -0' AFF. g BIM OF PENDANT LIGHT TRACK EXISTING DECK PAINT: P -I EXISTING STRUCTURE PAINT: P -1 UNISTRUT BEAM CLAMP PAINT P -1 THREADED ROD PAINT: P -1 UNISTRUT TRACK PAINT: P -1 LIGHT TRACK REFER TO LIGHT FIXT. SCHEDULE $vIF BTM OF DECK 12' -0' AFF. 1. BTM OF PENDANT LIGHT FIXTURE (NOT INCLUDING CAGE) r PENDANT MTD L1GHT FIXTURE REFER TO LIGHT FIXT. SCHEDULE EXISTING DECK PAINT: P -i EXISTING STRUCTURE V.I.F PAINT: P -1 UNISTRUT BEAM CLAMP 2' OVERLAP AT ALL PANEL JOINTS W/ UNISTRUT SUPPORT ABOVE u „___@ 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. // 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: r / // LEV4TION 1 MIRROR 11_00 rt u E3ENCI -I l ELEVATION 2 7— CONDUIT PAINT: P -1 CUTOUT IN METAL PANEL SHALL BE 2 ° IN DIAMETER LARGER THAN THE ESCUTCHEON J BOX PAINT: P -I SECURITY DOME 95 - CCTV SECURITY DOME NOTE: SECURITY DOME SHAL BE INSTALLED PER DETAIL 9/A6.1. HOLE SHALL BE 1' WIDER THAN HOUSING:. ONLY DOME SHALL PROTRUDE BELOW METAL PANEL. SPRINKLER PIPE PAINT: UTOUT IN METAL PANEL SHALL BE 2' IN DIAMETER LARGER THAN THE ESCUTCHEON PROVIDE ESCUTCHEN TO MATCH CLG FIN. SPRINKLER HEAD EXISTING DECK PAINT: P - i EXISTING STRUCTURE / V.IF. PAINT: R -i / UNISTRUT SEAM CLAMP UNISTRUT TRACK PAINT: P -1 1/2' THREADED ROD PAINT: P -1 1 ILING PANEL FIXTURE DRAWINGS F3 LIGHT FIXTURE AREA OF PANEL OVERLAP *6 TEK SCREW BLACK 6' O.C. MAX SPACING EXISTING DUCT UNISTRUT TRACK PAINT: P -1 1/2 °ALL THREAD I/2 'NUT PLATE CHANNEL NUT UNISTRUT TRACK PAINT: P -1 METAL PANELS W/ OVERLAP 2' *6 BLACK TEK SCREW 6' O.C. FITTING ROOM LIGHT FIXTURE SCALE: NTS (11:4---- ALUMINUM PIPE FLANGE BOLTED DIRECTLY TO UNISTRUT 1/2 THREADED ROD DOUBLE UNISTRUT TRACK (ABOVE PAINT LINE) MONITOR BOTTOM THREADED CONNECTION BETWEEN PIPE AND PIPE FLANGE ALUMINUM PIPE MONITOR PANEL MOUNT VIDEO MONITOR SPRINKLER HEAD DETAIL (IF REQUIRED) 1/8' GAP BETWEEN ACCESS PANEL AND ADJACENT METAL PANEL METAL CEILING PANEL REFER TO FIXTURE MFG SHOP DRAWINGS 1/2' THREADED ROD PAINT: P -1 UNISTRUT TRACK FOR ACCESS PANEL SUPPORT. PROVIDE REQUIRED SUPPORT TO KEEP METAL PANEL FROM SAGGING. PAINT: P -1 LIFT UP ACCESS PANEL CONSTRUCTED W/ METAL CEILING PANEL SCALE: 3 " =1' -0" UNISTRUT TRACK PAINT: P -1 f1/16' MAX GAP BETWEEN ACCESS PANEL AND METAL CEILING PANEL *6 TEK SCREW BLACK ATTACHED TO UNISTRUT FOR SUPPORT HANGING DETAIL OF METAL GRID PERPENDICULAR TO UNISTRUT $vIF BTM OF DECK -1r r -1r Lj HVAC D IFFUSER 51-4ALL BE INSTALLED OUTSIDE OF METAL PANEL AREA. BOTTOM OF DIFFUSER SHALL ALIGN WITH TOP OF METAL PANEL UNISTRUT SUPPORT. BODE th.12 A.F.F. BIM OF METAL PANEL REVIEWED FOR COMPLIANCE , APPROVED JUN 01 2011 City of Tukwila BUILDING DIVISIfMI EXIST'G SPRINKLER LINE PAINT: P -1 METAL CEILING PANEL REFER TO FIXTURE MFG 51-1OP DRAWINGS *6 BLACK TEK SCREW AT OVERLAP OF PANELS 2' AREA OF OVERLAPPED PANELS EXISTING DUCT X L EXISTING DECK PAINT: P -1 EXISTING STRUCTURE V.I.F. PAINT: P -1 UNISTRUT SEAM CLAMP UNISTRUT TRACK PAINT: P -1 SCALE: 1 1/2"=V-0" -1/2' THREADED ROD PAINT: P -1 12 GA. DIAGONAL SPLAY WIRES (EACH DIRECTION) UNISTRUT TRACK (BEYOND) PAINT: P -1 NOV 6 TEK SCREW BLACK 6' O.C. MAX SPACING 1/2 'ALL THREAD 1/2 'NUT PLATE CHANNEL NUT UNISTRUT TRACK PAINT: P -1 METAL PANELS / % %__ //%%i*:/.// / / /,., *6 TEK SCREW BLACK 6 ° O.C. BEVS\QMNOJ- MONITOR HANGING DETAIL SCALE: 1 1/2"=1'-0" ACCESS PANEL DETAIL (IF REQUIRED) SCALE: 1 1/2"=1'-0" HANGING DETAIL OF METAL GRID PARALLEL TO UNISTRUT SCALE: 1 1 /2 " =1' -0" I I I I I 1 I I I I I IIIIIIIIIIIIIIIIIIIIIIIIII *6 TEK SCREW THROUGH LIGHT FIXTURE CABINET INTO UNISTRUT ABOVE METAL PANEL EXISTING DECK PAINT: P -1 EXISTING STRUCTURE PAINT: P -1 UNISTRUT BEAM CLAMP UNISTRUT TRACK PAINT: P -1 -1/2' THREADED ROD PAINT: P -1 12 GA. DIAGONAL SPLAY WIRES (EACH DIRECTION) UNISTRUT TRACK PAINT: P -1 F3 LIGHT FIXTURE $vIF BTM OF DECK 12' -0' AFF. g BIM OF PENDANT LIGHT TRACK EXISTING DECK PAINT: P -I EXISTING STRUCTURE PAINT: P -1 UNISTRUT BEAM CLAMP PAINT P -1 THREADED ROD PAINT: P -1 UNISTRUT TRACK PAINT: P -1 LIGHT TRACK REFER TO LIGHT FIXT. SCHEDULE $vIF BTM OF DECK 12' -0' AFF. 1. BTM OF PENDANT LIGHT FIXTURE (NOT INCLUDING CAGE) r PENDANT MTD L1GHT FIXTURE REFER TO LIGHT FIXT. SCHEDULE EXISTING DECK PAINT: P -i EXISTING STRUCTURE V.I.F PAINT: P -1 UNISTRUT BEAM CLAMP 2' OVERLAP AT ALL PANEL JOINTS W/ UNISTRUT SUPPORT ABOVE Lu/ OVERLAP SEAM i PERFORATED METAL PANEL 89'L X 36'W (TYP) 7CCTV SECURITY DOMES DIRECTLY OVER CENTER OF CASHWRAP COUNTER, SEE 9/6.1 FRONT OF STORE FULL LENGTH UNISTRUT FOR LIGHT FIXTURE SUPPORT IF REQUIRED, PROVIDE HOLE IN GRID FOR SPRINKLER HEAD - DIAMETER 2' LARGER THAN SPRINKLER I- IEAD15 ESCUTCHEON. SEE 9/A6.1 ECEIVED MAY 19 2011 PERMIT CENTER F3 LIGHTING FIXTURE SUPPORT SCALE: 1 1/2"=-P-0" DETAIL FOR TRACK LIGHTING SCALE: 1 1 /2 " =1' -0" DETAIL FOR PENDANT LIGHT SCALE: 1 1 /2 " =1' -0" HANGING METAL CEILING DTL. (IF REQUIRED) SCALE: 3/8 " =1' -0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 1 01 20 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO° ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 i 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR 1i=1 = _- - Pi - • O l - _ - -L- - n ! 1 3' -10• ,-2' 3' -8' J, J, ,.-2 3' -10' 11' -8' 3/ 4' -0' PANELS Lu/ OVERLAP SEAM i PERFORATED METAL PANEL 89'L X 36'W (TYP) 7CCTV SECURITY DOMES DIRECTLY OVER CENTER OF CASHWRAP COUNTER, SEE 9/6.1 FRONT OF STORE FULL LENGTH UNISTRUT FOR LIGHT FIXTURE SUPPORT IF REQUIRED, PROVIDE HOLE IN GRID FOR SPRINKLER HEAD - DIAMETER 2' LARGER THAN SPRINKLER I- IEAD15 ESCUTCHEON. SEE 9/A6.1 ECEIVED MAY 19 2011 PERMIT CENTER F3 LIGHTING FIXTURE SUPPORT SCALE: 1 1/2"=-P-0" DETAIL FOR TRACK LIGHTING SCALE: 1 1 /2 " =1' -0" DETAIL FOR PENDANT LIGHT SCALE: 1 1 /2 " =1' -0" HANGING METAL CEILING DTL. (IF REQUIRED) SCALE: 3/8 " =1' -0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 1 01 20 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO° ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 SHEET TITLE CEILING SECTIONS AND DETAILS SHEET NO. A6 .1 CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 SHEET TITLE CEILING SECTIONS AND DETAILS SHEET NO. A6 .1 CCS PROTO RELEASE 2.0- 11/2010 FOOT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 _1 ____ ._i__._ -I -r- — -- — i I I I L____J__ - -__J - -- - -- I I I L _ _ _ _ _L _ _ _ _ _1 I I I A -20 I----- T - - - --I I I I ' 0 . ARCHITECT: TRICARICO® Tricarico Architecture and Design PC T (973) 692 -0222 F (973) 692 -0223 T (973) Road Wayne, NJ -0223 www.tricarico.com -- 6'-2 1/2' b/13/0 — — — ® TYP. ` A -' 0 -- - -- - -Or-- - - -111 t- — — ;_; - — • — --7"'=-5_1- - -- -i . - �,Ff. - �A -41 0 _ -� Q Q' i x3 if ® G Ilr--- 111x 7111 1111- 7111 I I c� �: I I L._ .1 L _ J L _ J L _ J L — _ I I 0 +10' -3' ({� �AFFI L _ J i_- —I A- ;�; ►U' i1► 11► IU i1► — � BLADE SIGN CD red `�j� % ARCHITECT LICENSE # 4306 ©2011 NICHOLAS J. TRICARICO L — — — — — — — — J I- — — — — T — — — — 7 I I I L - - -- m - - -- 1 — _L_ _ A-31 O ` _ _ TYP. i1► i A, -4 _ AS � y t I S 1-) INTERIOR I I I I L I __ i I ,1 10 _ SIGN A -1 _ I I TYP. I . J -BOX FOR I I .. E4.1 -- ___• 5/13A1 A -32 0 Nab, -. 48 -w, b/t3/111 0 I I �� 1111 pA PER � I ����' _� A -26 I CTY .FOR 2) 1- (E) (E) - -J _ 0 +— r -- ' �I I I L = I 0 16 L J (EXIST) N. \\ 4 1 A -24 _ ai A 18 %, � E40 SEAL A _14 � � A -22 I I I I _ \\ I l -I ligar ,� ■i�� � \ ® RTU -1 60 AMP WP DISC SW 1 I 0 bA — - - - - • (TYP) \ 0 0 IIII A-1 GISTERED � ARC NICHOLAS J. RICA STATE OF bVASHINGTO� +Is' J .�. ) 88,10 Co _ GI +45' 0 I I I I I I I 6 -4 0 II I Q 0 — -� - _ _ —�— — -I r — -1 rr — - - - - - - - - - - - I - -- �� I �� ll �� °i►IL_- JIIL— iIIL— _II14 - ".k 0 I B- x,9,11 -- +rJ' -8' +I ►AFF- 1 -- -III A -39 A -41 A -35 0 - -- - -- A -35 0� AH -1 a 0 -= A A -9 0 x -. -2 /' - - - - - -- -- 60 AMP Q _ _ — -DTSC-SO - -' - - - -- SF11► � SFII► -. s>=i1► REVISIONS -- -rte ___ __ —i _ >_ _ : _ L _,- o _ _ _ 0 O EXTERIOR SIGN 0 EXTERIOR NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01 /11 SIGN 1 LL/OWNER COMMENTS 05/13/11 A -33 S FIELD VERIFY ALL CONDITIONS ® 0 DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT 514ALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN WIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 0 — • EXTERIOR SIGN ON MALL FACADE • DATE: 4/01 /11 CCTV SYSTEM: SCALE: AS NOTED • . • G.C. TO MOUNT ELECTRICAL BOX, PAINTED BROWN, AT UNDERSIDE OF UNISTRUT WITH 3/4' DIA. BLACK CONDUIT TO ELECTRICAL BOX, PAINTED BROWN AT 12' -0' AFP. FOR EACH CAMERA LOCATION. CCTV VENDOR TO ENSURE ALL WIRES ARE BLACK, PLENUM RATED AND BUNDLED WITH BLACK NYLON TIES. VERIFY LOCAL CODE REQUIREMENTS FOR LOW VOLTAGE CCTV. GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR itallift ;Pt =NW Viiiiiii 0 ELECTRICAL POWER PLAN SCALE: 1/4° = 1' -0" SYMBOL DESCRIPTION MOUNTING HGT. TO CENTERLINE UNLESS OTHERWISE NOTED SYMBOL DESCRIPTION MOUNTING HGT. TO CENTERLINE UNLESS OTHERWISE NOTED SYMBOL DESCRIPTION MOUNTING NGT. TO CENTERLINE UNLESS OTHERWISE NOTED Q WIRED JUNCTION BOX SEE DRAWINGS MANUAL MOTOR STARTING SWITCH W/ PILOT LIGHT 48' APP. (TYP) FIRE ALARM BREAK STATION 48' AFF. (TYP) DUPLEX RECEPTACLE, 3 WIRE GRD. TYPE, 204 IS' ARE (TYP) N TELEPHONE OUTLET 18' A.F.F. (TYP) ❑4 FIRE ALARM AUDIO/YISUAL SIGNAL DEVICE 80' APP. (TYP) :u DUPLEX RECEPTACLE, WEATHERPROOF,20A IS' A.F.F. (TYP) IS' A.F.F. (TYP) Qs SMOKE DETECTOR AT FINISH CEILING 3Z)G I GROUND FAULT PROTECTED DUPLEX RECEPTACLE, 20A 15' A.F.F. (TYP) 18' A.F.P. (TYP) 1 : 1 1 - FIRE ALARM VISUAL SIGNAL DEVICE 50' A.F.F. (TYP) ••, • • QUADRAPLEX WALL RECEPTACLE, 204 IS' APP. (TYP) 18' A.F. F (TYP) L PANIC EXIT DOOR LOCK =Q-+ GF.I. W /LIGHT 4 SWITCH AS REQUIRED AS REQUIRED 32' LCD MONITOR i 1-I SAFETY SWITCH • PUSHBUTTON STATION 413' AFF. (TYP) ® MAGNETIC MOTOR STARTER AS REQUIRED O CAMERA DOME LOW VOLTAGE BUZZER TRANSFORMER S AS REQUIRED AS REQUIRED -1 1.--_=-4 COMBINATION STARTER/SAFETY SWITCH a DOOR BUZZER 54' APP. (TYP) ® MOTOR OUTLET - 1 PHASE AS REQUIRED -EA 4A 3 � TOGGLE SWITCH - SINGLE, 3 -WAY 4 4 -WAY 4S' APP. (TYP) ® MOTOR OUTLET - 3 PHASE AS REQUIRED ELECTRICAL SYMBOLS ALL SYMBOLS DO NOT NECESSARILY APPLY PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300. STORE NO. 47267 1. REFER TO MECHANICAL PLAN FOR LOCATION OF MECHANICAL EQUIPMENT. FIELD VERIFY EXACT LOCATIONS. 2. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL AT 'A' TYPED PANEL DIRECTORY WITH ALL CIRCUITS ACCURATELY DESCRIBED PRIOR TO STORE OPENING FOR ALL PANELS. 0 20AMP, 120V., ISOLATED GROUND/DEDICATED CIRCUIT RECEPTACLE (HUBBELL *ICs -5362) FOR CASH REGISTERS. DO NOT INSTALL WITH ANY OTHER CIRCUITS. LOCATE RECEPTACLES AT CASH/WRAP COUNTER AS DIRECTED BY CONSTRUCTION MANAGER RUN 2 12 TI-II-IN AND 1 *12 ISOLATED GRD. PER CIRCUIT IN A COMMON 1' CONDUIT IN FLOOR SLAB TO WALL, UP WALL AND TO PANEL. O2 I' CONDUITS RUN IN FLOOR CUT AND PATCH FLOOR AS REQUIRED. COORDINATE FLOOR CUTTING WITH LANDLORD PRIOR TO STARTING WORK 0 TELEPHONE OUTLET (VOICE). USE 4' SQUARE JUNCTION BOX WITH PHONE JACK AND GOVERPLATE_ RUN 1' EMPTY CONDUIT WITH PULL WIRE INTO WALL, UP WALL TO STRUCTURE ABOVE, BACK TO TELEPHONE BOARD. SUMMARY OF TELEPHONE LINE REQUIREMENTS - ' O INSTALL A DELIVERY BUZZER SYSTEM AS 514OWN, INCLUDING EDWARDS *11S6C -15 PUSH BUTTON AT REAR DOOR, *590 TRANSFORMER, *125 BUZZER AS INDICATED. OS 1/2 CONDUIT WITH PULL STRING FROM HVAG UNIT TO THERMOSTAT. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION. REFER O REQUIREMENTS. CONNECTION SCHEDULE FOR WIRING, CONDUIT, AND CIRCUIT 10 PROVIDE JUNCTION BOX, TOGGLE DISCONNECT SWITCH IN CONCEALED LOCATION O AND FINAL CONNECTION FOR 120 VOLT SIGN. SIGN FURNISHED BY TENANT. COORDINATE EXACT LOCATIONS WITH TENANT'S CONSTRUCTION MANAGER ® WIRE THROUGH TIME CLOCK. REFER TO SHEET E3.0 FOR MORE INFORMATION. ® MOUNT DUPLEX RECEPTACLES HORIZONTALLY BELOW COUNTER. COORDINATE EXACT LOCATION WITH CABINET MANUFACTURER. 13 I' CONDUIT RUN IN SLAB TO J- BOXES, MOUNTED ON TOP OF SLAB UNDER EACH SHOWCASE FOR SHOWCASE LIGHTING. CONTRACTOR SHALL VERIFY AC •C ± TI • T C. S i� T •N • 19 EXISTING TELEPHONE BOARD WITH DEDICATED DOUBLE DUPLEX RECEPTACLE TO REMAIN. CONTRACTOR SHALL VERIFY ALL POWER/PHOE /DATA REQUIREMENTS WITH CONSTRUCTION MANAGER AND MAKE ALL NECESSARY MODIFICATIONS. RECEPTACLES AND GOVERPLATES IN NON -SALES AREA SHALL BE MOUNTED AT IS" A.F.F. UNLESS NOTED OTHERWISE. GIRGUIT TO PANEL AS INDICATED. ® PROVIDE A DEDICATED QUAD RECEPTACLE FOR A/V SYSTEM AT MANAGER'S DESK A/V SYSTEM TO BE FURNISHED AND INSTALLED BY AUDIO/VIDEO CONTRACTOR TENANT E.G. TO ALSO FURNISH AND INSTALL CONDUIT AND PULL WIRE TO ALL A/V LOCATIONS AS REQUIRED BY A/V VENDOR CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER PRIOR TO BID. 22 NOT USED 3!_1 3/4H 3. ALL RECEPTACLES AND SWITCH PLATES IN SALES AND NON -SALES AREAS TO MATCH WALL OR CEILING FINISH UNLESS DIRECTED OTHERWISE. TYPICAL MOUNTING WEIGHT IS 15' A.F.F. EXCEPT AT COUNTERS OR IF DIRECTED OTHERWISE - 4. ALL CONDUITS 5HALL BE CONCEALED IN WALLS AND OUTLET BOXES SHALL BE FLUSH WITH FINISHED WALL UNLESS OTHERWISE NOTED. T IGT ACCORDANCE WITH NATIONAL 5. ALL WORK SHALL BE IN S R RD E ELECTRIC GODS AND ALL LOCAL CODES AND ORDINANCES. 6. ALL FIRE ALARM DEVICES ARE EXISTING TO REMAIN AND CONNECTED TO THE LANDLORD'S SIMPLEX SYSTEM. —� �— EQ 1 Q - -d - (II cv '' C � C1) LINE REQUIRED AT BACK OFFICE FOR HANDSET SEE DIAGRAM ON SHEET E4.0 FOR DETAILS (1) LINE REQUIRED AT CASH WRAP FOR DSL AND HANDSET SEE DIAGRAM ON SWEET E4.0. FOR DETAILS ® 20AMP 120V. DUPLEX RECEPTACLE AT CASH WRAP COUNTER FOR UTILITY POWER LOCATE RECEPTACLES AT CASH WRAF' COUNTER AS DIRECTED BY OWNER RUN 2 12 THW AND 1 12 GRD IN i' CONDUIT IN FLOOR SLAB TO WALL, RUN UP WALL TO JUNCTION BOX AND CONNECT TO CIRCUIT INDICATED. ® ALL POWER DEVICES IN THIS AREA ARE EXISTING TO REMAIN, UNLESS OTHERWISE NOTED. CIRCUITING IS EXISTING TO REMAIN. O FLUSH MOUNTED NDCE�INC:RA7 STOREFRONT, PARALLEL TO STOREFRONT GLASS. CIRCUIT TO PANEL AS INDICATED. (NEC ART. 210 -62) ALL RECEPTACLES 4 COVERPLATES IN 5HOW WINDOW CEILINGS TO BE 'BROWN' IN COLOR 5/13A1 23 A/V VENDER TO FURNISH AND INSTALL (2) TV/MONITORS. 24 CLOCK OUTLET AT 4'-3', 6 9 , AND 9'-3' AFF RESPECTIVELY AND PROVIDE HARD -WIRED FINAL CONNECTION FOR LIGHT BOXES. SEE DETAIL ON THIS SHEET FOR ADDITIONAL INFORMATION. 20 AMP, 120V. ISOLATED GROUND/DEDICATED CIRCUIT RECEPTACLE ®(HUBBELL *IG -5362) MOUNTED AT 18° A.F.F. DO NOT INSTALL WITH ANY OTHER CIRCUITS. RUN 212, M2 CRP., AND 1"12 ISOLATED GRD. BACK TO PANEL FOR COMPUTER TERMINAL. 26 CAMERA *1 FRONT ENTRANCE PUBLIC VIEW (MINI DOME) ADVANCED PUBLIC VIEW O (PENDANT MOUNT) COLOR CAMERA W /4 -80mm AIVF LENS (SEE DETAIL) 2-f FIXED CAMERA (MIN DOME) SALES FLOOR - REFER TO CAMERA DIRECTIONAL ARROW ON PLAN - COLOR CAMERA W /4 -8.0mm AIVF LENS. G.C. TO PROVIDE CONDUIT AND J -BOX WITH POLE STRING TO EACH LOCATION, PAINT: P -1 in •l • (1) CLOCK OUTLET FOR EACH I A�1�t� SHEET TITLE ELECTRICAL ; POWER .y* , ' PLAN 14 (1) CLOCK OUTLET FOR EACH LIGHT BOX. LIGHT BOXES PLUGGED INTO OUTLE b/191I1 CIRCUITED AS SHOWN. SEE E1.0 AND A4.0 FOR ADDITIONAL INFORMATION AND LOCATIONS. ®MOUNT SALES AREA DUPLEX RECEPTACLES AND COYERPLATES AT 1S' APP.. 16 MOUNT SMOKE DETECTOR IN RETURN AIR DUCT AS REQUIRED BY LOCAL CODES AND LANDLORD'S CRITERIA. ® G.C. TO INSTALL NEW WATER HEATER BELOW SINK, SEE M2.0 FOR MORE INFO. O 1S POWER EQUIPMENT: REFER TO POWER RISER DIAGRAM ON DRAWING E3.0 FOR ADDITIONAL INFORMATION. LIGHT BOX. LIGHT BOXES PLUGGED INTO OUTLET CIRCUITED As SHOWN. •' ® b/13/It �; -PE RE\S\O SEE DRAWING A4.0 - INTERI ELEVATIONS FOR LOCATION EiRmi— LIGHT BOXES. �I�ZQR+�•- ECEIVE . D k t Nip. 0 9 MAY 192011 PRIajCENjE� SHEET NO. bn3m. 1 • 0 ,, 0 GENERAL POWER NOTES 4; POWER CODED NOTES `0' LIGHT BOX POWER SUPPLY CCS PROTO RELEASE 2.0- 11/2010 �I • Ill -7 3/4' FOOT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: ® TRICARICO Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com LEASE LINE TO LEASE LINE y . __ ° �; _ __— _ —_ —_J_ __— _ —____L _ _ _ J (- T TO ., , 5T4 0 OL. 0 I I L _ _ _ _ _ _ E T I I L___ --L— I I L- - - -J-- A -29 r — — — — T — Fl I _ — J 7 I - -J I A-21 41 24'_0' • 24' -0' 4' -01/2' ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO J6_ I , _ O —J — 1 E2 =� e Ill Ill to lU -a p +- _1 Q • • ur — - lily — -lIlr — i r �Ilr — iIr — r- — — :: '– I A -36 cv tt (1 X J6 A -2i - -iII (111 iii. .4 ill ill. WI Itb F - JL_JL_JL_JL —JL_J I- -� A -13 • THG • THG THG THG THG THG H THG THG THG THG ' _ �: _ - E � THG THG THG THG Tf IG THG THG THG THG THG TWG - A4 X `i II II I II© I I I fl V' V' 7 v' 7 7 7 7_ ....... o LEASE LINE TO LEASE LINE ] _ L__ _____ —wow H (2A)' 2A) • A -25 A -23 A -25 r — — — — T L —__ -— - - - -. —� - - -J -- 'd`)A -23 A -25 A4 O 0 ,tlI x J6 ST4 = I II,� O� Q O _ O Q®• AI6 Alb ��o Alb A -11 SE L r T I-- - - -J_- -- A -29 ® E4 7oTYP. ' _ ,,, "" ,; -� I I I I r - i[�- ��- nl ,l J6 �' A -25 A -23 0 I; i w I I L A -23 0 I I I I I ,, U4 %% w %;> %I ;; .;; € - i w nl �l -1 j i I!.' _,r ! �� Cs 0 nl �l (IA) © A -23 El O� ® AI6 A 43.. REGISTERED HITECT NICHOLAS : :ICO STATE OF WASHINGTQ11i�? I I - I I i w m :i _ I I i� -25 �, - _ i=1�� [- Q� I I _ Fl AI6 Al b Alb I A -25 1 I I l 1 ° N �� (E) I I 1- I A-21 9 o Alb 0 A -34. ;.; ';': .'- •� w m ,% s IR W m ti_ A -25 A -23 A -25 REVISIONS 1 1 ` 0 AI6 0 Alb sP o Alb A4 NO. DESCRIPTION DATE 'stern 0 FIRST ISSUE 04/01 /11 a g -- A -29 A -23 ci: e A -23 AI6 (5,_ o 0 0 -- 1 LL/OWNER COMMENTS 05/13/11 ■ (Eq \ d1 H I , I I I I A -29 + A -1� THG THG THG THG THG THG THG THG THG T} 23 T/i r- �r- �Ir-�Ir AI6 THG THG THG I ` . S X C2A) O -� '' THG THG THG THG THG _ JII IIL — JIIL — JIII- — JIIL ill I . ' El . A -15 A -25 0 LANDLORD NOTE THG THG THG THG THG THG THG( THG = = =�ltaJ (5A) II -- - - - - -- - - -� - TENANT SHALL FURNISH AND INSTALL ALL NECESSARY INITIATION DEVICES, ANNUNCIATION DEVICES AND CONTROLS AS REQUIRED BY LOCAL AUTHORITY HAVING: JURISDICTION. TENANT SHALL CONTRACT WITH LANDLORD'S DESIGNATED FIRE ALARM CONTRACTOR FOR DESIGN AND PROGRAMMING AND FINAL CONNECTIONS TO LANDLORD'S FIRE ALARM SYSTEM AT TENANT'S EXPENSE. TENANT SHALL USE ONLY LANDLORD'S DESIGNATED FIRE ALARM CONTRACTOR SPECIFIED EQUIPMENT TO ENSURE COMPATIBILITY WITH LANDLORD'S FIRE ALARM SYSTEM. , I Li — — — — -Li — - } ganl DATE: 4/01 /11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. 0 `—r • SALES AREA: 1,633 SQ. FT. DAM PROJECT # : 110201 FIELD VERIFY ALL CONDITIONS DRAWN BY: CR • DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR 51-1ALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT 51-IALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. %MHO ELECTRICAL LIGHTING PLAN SCALE: 1/4" =1' -O" TYPE SYMBOL EXIST. NEW MANUFACTURER DESCRIPTION LAMP 1. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF TN15 WORK AND THE Fl - 4 MERCURY MMI32- OCT /ST- C- ELB -UNI - 8' - (2) LAMP TANDEM FLUORESCENT STRIP W/ PAL 40TSC CRUSH GUARD SAFETY SLEEVE 4 PAL TS CAP (2) F032/&30 32W TS FLUORESCENT LAMPS WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS. OF WORK IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. I I F3 - 6 MERCURY (2) LAMP FLUOR. WDUSTRIAI- TYPE WITH WIRE GUARD FIXTURE: T1IEb- 2- 32 -OCT- ELB- U■IY/REFLMIE6240 WIRE GUARD :'IW- MIE6240 WHEN EM BALLAST REQUIRED ADD -EMPK TO SPECIFICATION (2) 24610 F32T8/TL830 /ALTO 2. LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. I; ;) J6 0 - 5 JUNG PART "(HOUSING) TC920 PART • (TRIM): 6.26C-W14 6° OPEN PAR38 DOWNLIGHT- HOUSING W /CLEAR TRIM ALZAK (SILVER) FINISH PH14418 GPM 125W/830/PAR38/25 3. GENERAL CONTRACTOR TO INSTALL TENANT FURNISHED CRUSH GUARD SAFETY SLEEVES TO ALL STOCKROOM FLUORESCENT PROJECT TITLE 300+SOUTHCENTER MALL EE:II6 - 15 ANP LIGHTING UL416- 49- RBHG- 42- GR16(42W) PENDANT W /16' SHADE 42W CFL DUAL TAP BALLAST BLACK CORD GRILL WIRE GUARD INCLUDED 2&1' PL T42W/35/4 PIN LIGHTING. 4. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND QUANTITY OF LIGHTING FIXTURES. O 0 ST4 Q - 2 STONCO VP-1I -GC GAGE LIGHT PENDANT MOUNT WITH (I) 100 WATT A LAMP SUSPENDED W BLACK CABLE 1568 -f EL/MDT23W MINI TWIST 5. EMERGENCY AND SHALL EXIT LIGHTS BE INSTALLED AND CIRCUITED PER THE LATEST NATIONAL ELECTRICAL CODE AND ALL SALES AREA SALES AREA SALES AREA SALES AREA S STOCK AREA - 3 AMERLIIX PART MRA3- 3g- T4- NF- 39- T4- WF- 3g- T4 -NF -E- 120 -NF -WT -PLO 3 LAMP 39W -T4 RECESSED LINEAR W/ SPEGULAR REFLECTORS (3) PH31372 C M35/TG /830 LOCAL CODES. ALL EMERGENCY AND EXIT FIXTURES SHALL BE DUAL VOLTAGE (120/211 VOLT INPUT) WITH BATTERY BACKUP. 000 L SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 - 6� CON -TECH CTL2538N -S GIMBALL RING TRACK HEAD - UNFINISHED 14478 CDM- i25W/830 PAR 38/25 6. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. TF CON -TECH SILVER ''-T -S -S (5' LENGTH) SPRING LOADED ATTACHMENT MOUNT CHANNEL "LT -6 -S (6 LENGTH) DIRECTLY TO LAY -IN CEILING IF TRACK "LT -4 -S (4' LENGTH) APPLICABLE ** SEE NOTE BELOW "LT_2_5 (2' LENGTH) FREESPAGE MODEL 16: LOUDSPEAKER (TYP. OF 4) 0 - LIGHTING GENERAL NOTES 5P � = - 4 505E 1 TENANT E.C. TO FURNISH AND INSTALL CONDUIT AND PULL WIRE TO ALL AN LOCATIONS AS O REQUIRED BY AN VENDOR CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER PRIOR TO BID. ® WIRE THROUGH TIME CLOCK REFER TO SHEET E3.0 AND SPECIFICATIONS FOR MORE INFORMATION. O HOMERUN A -21 TO BE CONTROLLED BY SWITCH 'a' FOR BI -LEVEL SWITCHING. SEE SWITCH BANK DETAIL ON THIS SHEET AND 'POWER RISER' ON SHEET E3.0. O ADJACENT TOO IGIHT NG1 PANE E SON A TOH ANK O L D OBY SWITCH 'd'. CONTACTOR SHALL BE WALL' MOUNTED 4 L SEE B DETAIL ON T 5 SHEET AND POWER RISER ON SHEET E3.0. ® MASTER SWITCH BANK TO BE LOCATED AT REAR DOOR TO SALES AREA. SEE DETAIL 5 ON THIS SHEET. HOMERUN A -23 TO BE CONTROLLED BY SWITCH °b' FOR BI -LEVEL SWITCHING. SEE SWITCH BANK DETAIL O ON THIS SHEET AND 'POWER RISER' ON SHEET E3.0_ ON THIRS SHEET AND 'POWER RISER' ONYS SWITCH O E3.0. ' FOR BI -LEVEL SWITCHING. SEE SWITCH BANK DETAIL 08 OCCUPANCY SENSOR - LEVITON "OSSMT - WALL MTD OCCUPANCY SENSOR _ +441AFF S_, ��� PERM APPRC ��1��l:��� SM (� - 1 SMOKE DETECTOR SUPPLIED AND INSTALLED BY TENANT'S G.G. O FLUORESCENT LTS O PENDANT LTS OO PENDANT LTS OO TRACK LTS OO O El 8 - 2 HIGI- ILITES BP- PLED -5 -R EXIT LIGHT W/ 90 MN. BATTERY BACK -UP PACK ATE AN V L '-"! SHEET TITLE ' (;v LECTR '�``^ LIGHTING PLAN 5 I AL E2 �p �J - i ASTRZALiTE EU- 2- H -W -TD SUMACS MOUNTED 2 -HEAD EMERGENCY LIGHT MOUNTED AT 12' -6' AFF OR MAX ALLOWABLE BY CODE (SALES AREA) E4 - 2 HIGHLITES HBP- PLED- S -R -DEH COMBINATION EXIT LIGHT WITH TWO SIDE- MOUNTED LIGHTING HEADS - 2 NEW LCD MONITOR 'a' 'b' 'c' 'd' 'OS' 'CBS' ����� �! RECEIVED MAY 19 2011 k® - 6 CAMERA I CCTV MONITOR � (E) = EXISTING FIXTURE TO REMAIN - VERIFY EXISTING QUANTITIES (R) = EXISTING FIXTURE TO BE RELOCATED - VERIFY EXISTING QUANTITIES NI_ =DENOTES NIGI -IT EM = DENOTES EMERGENCY LIGHT = PROVIDE 90 MIN. BATTERY BACK -UP •$ PROVIDE SINGLE CIRCUIT IN -LINE FEED CUiRENIT LIMITING DEVICE WITH ILLUMINATED CIRCUIT BREAKER R SWITCH - R EG1(IA), R EG3(2.5A), REG6(5A), REG9(i5A), R EGIQ.YIOA) og OVERRIDE BYPASS SWITCH P IT CEMTER SHEET NO. 2•0 LIGHT FIXTURE SCHEDULE S 4) LIGHTING CODED NOTES . _ ? 4_ MASTER LIGHTING SWITCH BANK CCS PROTO RELEASE 2.0- 11/2010 FOOT LOCKER, INC. 'd 'd LANDLORD NOTE INSTALL A COMPLETE TYPEWRITTEN IDENTIFICATION DIRECTORY CARD FOR ALL MAIN AND BRANCH CIRCUITS IN THE PANEL DOOR (ELECTRICAL PANEL 150X) LANDLORD'S ELECTRICAL ROOM ELECTRICAL. PAN L. 5_ CfEDULE SEcT.1 PANELBOARD PANEL TYPE NINA TYPE ENCLOSURE A VOLTAGE MAINS MOUNTING 120 /208 PHASE BUS RATING OPTIONS 3 WRE .4 WIRE 4 120 MLO 200 NG RATING 10,000 AC RATING 10,000 RF-CE55E12 RECESSED NOTE (EAST) CKT. NO. CKT. NO. DESCRIPTION POLE ARE SIZE BKR. SIZE TOTAL WATTS PHASE A TOTAL WATTS BKR. SIZE WRE SIZE POLE DESCRIPTION DESCRIPTION CKT. NO. 1 TIC STOREFRONT SIGN 1 PANEL 'A' 12 20 1200 / ' \ • 540 20 12 1 RECEPTACLES RTU-1 2 2 3 3 B SPARE 4 5 - G 6,100 6 B 800 /4.1 -1 3 8 40 •- , • • A SALES MONITORS 30 4 5 /G 5 ..� l• .T -- q 12 B '� • • A G 360 G 5 20 - 1 SPARE REGISTER I.G. 1.0 6 1 SPARE 1 - 20 A SPARE 277 - 1.00 360 120 14 15 REGISTER I.G. 10 8 1 200 /13/I1A q 55.5 B 65.2 NOTES: * USE GREATER VALUE OF THE TWO CATEGORIES. ** 125% OF THE LARGEST MOTOR OR CGMPRE55OR IN SYSTEM APPUED ONLY ON ONE UNIT. *** N.E.G. ARTICLE 2.20-12 REQUIREMENT (200 VA PER FOOT OP SHG>1N WINDOW) MINUS ACTUAL SHOW WINDOW LIGHTING kVA. . N.E.G. DEMAND kVA x 1,000 MINIMUM FEEDER AMPERAGE SYSTEM VOLTAGE x 1.132 5a2 x 1000 = 63,220 115.5 AMPS USE (EXIST) 200 AMP SERVICE. 208 x1.132 = 560 - 1,600 B 540 - CAN REGEPT 10 1 11 © SALES TRACK LT5 - 420 C 500 - CAN SHOIACA6E LT5 12 13 - 600 A 360 - MANAGERS DESK I.G. LO 14 15 1 22 300 B 360 - MUSIC SYSTEM G 16 11 - 24 25 600 C 540 - A MANAGERS DESK 18 1q V SALES LIGHT BOXES 26 21 800 A 360 - B STOCK R.EGEPT 20 21 a SALES INDUSTRIAL. FLUOR. 25 2q ; - • B 360 - C TOILET /GFG 22 23 b SALES PENDANT LT5 30 31 214 G SW - y A TELEPHONE BD LO 24 25 G SALES PENDANT LTS • 32 53 SPACE 214 A 300 B - - - DOOR DETE)C/BUZZER 26 ' 21 © FITTING RM LT5 _ G 215 B 460 36 31 RGOF /GFG/LIGHT 25 21 • • `A • T� A • A 30O 55 3q FIRE ALARM LO 30 31 T/C STOREFRONT DISPLAY 40 400 ‘ • • • G ,►(41„, • ,00 V` 32 33 • EXTERIOR SIGN 42 ALL PHASES TO BE BALANCED TO WITHIN 1% AF 20,514 WATTS B= 20,31q WATTS C= 11,883 WATTS . TOTAL CONNECTED LOAD 58,116 WATTS 163.3 AMPS TOTAL DEMAND LOAD 63,220 WATTS 115.6 AMPS 1,200 B 100 NIGHT LIGHTS 54 55 FOR SI N5 _ • • G 1,021 STOREFRONT LIGHTS 36 31 _ STOREFRONT RECEPT 1,600 A - SPARE 1 38 31 STOREFRONT REGEPT 1,600 B - 3/13/11 40 41 SALES UGHT BOXES . 400 . C. • - 42 ALL PH • . 0 = = • •`R•a• • ''r - N /o a,b,G SWITCHES CONTROLLING SALES AREA LIGHTS /19rn AF 5,114 WATTS LO CIRCUITS WITH HANDLE LOCK-CFF P 'v10E B= -1 q1q WATTS ICI CIRCUITS 11TH ISOLATED GROUND C= 1,183 WATTS T/G CIRCUITS ON TIME CLOCK TOTAL CONNECTED LOAD 25,516 WATTS 66.3 AMPS © CIRCUITS GN UGHTING CONTACTOR TOTAL DEMAND LOAD 28,520 WANTS 18.i AMPS 'd' SWITCH CONTROLLING LIGHTING CONTACTOR LANDLORD NOTE INSTALL A COMPLETE TYPEWRITTEN IDENTIFICATION DIRECTORY CARD FOR ALL MAIN AND BRANCH CIRCUITS IN THE PANEL DOOR (ELECTRICAL PANEL 150X) LANDLORD'S ELECTRICAL ROOM LANDLORD'S ELECTRICAL DISTRIBUTION METER BD 120/205V 3. 4W SERVICE LEASE LINE (EXIST) SOCKET METER (BY TENG.C.) (EXIST) 200 AMP 3P14 C.B. • 4 *3/0 1 *6GRD (BY TEN G.C.) (EXIST) 2°C (EXIST) PANEL 'A' 120/208V 3. 4W 200 AMP MLO T/ (EXIST) PANEL I20/2208V 3. 4W 200 AMP MLO 4*3 1 *5 GRD 1 -1/2' C *TENANT G.C. ELECTRICAL CONTRACTOR TO VERIFY EXISTING SERVICE CONDUIT /CONDUCTORS DURING BIDDING STAGE 4 REPORT TO TENANT ARCHITECT ANY DISCREPANCIES THAT IS DIFFERENT FROM WHAT IS SHOWN IN SCHEMATIC. TIME CLOCK(5) TORK (1) DAY DIGITAL TYPE EW10315 OVERRIDE BYPASS SWITCH LEVITON OR APP'D EQ. '05' PARAGON SUN TRACKER TIME CLOCK *EL- 14 -120D WIRED TO OVERRIDE BYPASS SWITCH LEVITON OR APP'D EQ. LIGHTING CONTACTOR (12 POLE) ASCO OR APP'D EQUAL MECHANICALLY HELD CONTROLLED VIA SWITCH - SEE SHEET E3.0 FOR MORE INFO. ELECTRICAL ICAL PANEL. SCk4 UL-F SEGT.2 ., PANELBOARRID PANEL TYPE NEMA TYPE ENCLOSURE B VOLTAGE MAINS MOUNTING 120 /205 PHASE BUS RAIN& OPTIONS 3 WIRE 4 120 1 MLO 200 AC RATING 10,000 113/U RECESSED NOTE (EAST) CKT. NO. INCANDESC.BNT DESCRIPTION POLE ARE SIZE BKR. SIZE TOTAL PHASE I TOTAL WATTS BKR. SIZE WRE SIZE POLE DESCRIPTION RECEPTACLES CKT. NO. 120 1 >1014,*1O4O.5 *(kW -10)] PANEL 'A' 3 3 ( 100' 5,114 " /13 I 6,100 60 b 3 RTU-1 1.25 2 3 1,g11 B 6,100 4 5 1,183 G 6,100 6 1 /4.1 -1 3 8 40 •- , • • A 2,300 30 10 2 INSTA -HOT q 3,400 B 2,300 10 11 3,400 G 5 20 - 1 SPARE 205 12 13 10.2 SPARE 1 - 20 A SPARE 277 - 1.00 SPARE 120 14 15 - TOTALS 55.5 B 65.2 NOTES: * USE GREATER VALUE OF THE TWO CATEGORIES. ** 125% OF THE LARGEST MOTOR OR CGMPRE55OR IN SYSTEM APPUED ONLY ON ONE UNIT. *** N.E.G. ARTICLE 2.20-12 REQUIREMENT (200 VA PER FOOT OP SHG>1N WINDOW) MINUS ACTUAL SHOW WINDOW LIGHTING kVA. . N.E.G. DEMAND kVA x 1,000 MINIMUM FEEDER AMPERAGE SYSTEM VOLTAGE x 1.132 5a2 x 1000 = 63,220 115.5 AMPS USE (EXIST) 200 AMP SERVICE. 208 x1.132 = 560 - 16 11 - G - 15 14 - A - 20 21 - B - 22 23 - G - 24 25 - A - 26 21 - B - 25 2q - C - 30 31 7 - y A • - V • 32 53 SPACE - - - B - - - SPACE 54 35 _ G 36 31 A 55 3q B 40 41 • G • 42 ALL PHASES TO BE BALANCED TO WITHIN 1% AF 20,514 WATTS B= 20,31q WATTS C= 11,883 WATTS . TOTAL CONNECTED LOAD 58,116 WATTS 163.3 AMPS TOTAL DEMAND LOAD 63,220 WATTS 115.6 AMPS LANDLORD'S ELECTRICAL DISTRIBUTION METER BD 120/205V 3. 4W SERVICE LEASE LINE (EXIST) SOCKET METER (BY TENG.C.) (EXIST) 200 AMP 3P14 C.B. • 4 *3/0 1 *6GRD (BY TEN G.C.) (EXIST) 2°C (EXIST) PANEL 'A' 120/208V 3. 4W 200 AMP MLO T/ (EXIST) PANEL I20/2208V 3. 4W 200 AMP MLO 4*3 1 *5 GRD 1 -1/2' C *TENANT G.C. ELECTRICAL CONTRACTOR TO VERIFY EXISTING SERVICE CONDUIT /CONDUCTORS DURING BIDDING STAGE 4 REPORT TO TENANT ARCHITECT ANY DISCREPANCIES THAT IS DIFFERENT FROM WHAT IS SHOWN IN SCHEMATIC. TIME CLOCK(5) TORK (1) DAY DIGITAL TYPE EW10315 OVERRIDE BYPASS SWITCH LEVITON OR APP'D EQ. '05' PARAGON SUN TRACKER TIME CLOCK *EL- 14 -120D WIRED TO OVERRIDE BYPASS SWITCH LEVITON OR APP'D EQ. LIGHTING CONTACTOR (12 POLE) ASCO OR APP'D EQUAL MECHANICALLY HELD CONTROLLED VIA SWITCH - SEE SHEET E3.0 FOR MORE INFO. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 POWER RISER AND SCHEDULES N.T.S. NOT USED HVAC CIRCUIT BREAKERS SHALL BE 'HACK' TYPE WHERE REQUIRED BY EQUIPMENT NAMEPLATE PER N.E.C. 2. TENANTS ELECTRICAL CONTRACTOR SHALL FIELD VERIFY EXACT A.I.C. RATING OF LANDLORDS DISTRIBUTION EQUIPMENT, FURNISH AND INSTALL TENANTS SYSTEM TO MATCH. 3. ELECTRICAL CONTRACTOR SHALL BALANCE ALL PANELS AND ELECTRICAL EQUIPMENT TO 10% BETWEEN PHASES: A/13, B /C, A/C REGARDLESS OF CIRCUITING INDICATED. 4. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL EQUIPMENT PER N.E.C. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM /AREA PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. 5. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. 6. BOND NEUTRAL TO GROUND AT DISCONNECT SWITCH IF NOT BONDED ON LINE SIDE OF DISCONNECT SWITCH. IF NEUTRAL IS BONDED ON LINE SIDE OF DISCONNECT SWITCH, DO NOT BOND AT DISCONNECT SWITCH. 1. MAXIMUM LENGTH OF TAP CONDUCTORS ON TRANSFORMER SECONDARY SHALL NOT EXCEED 10' -0' IN LENGTH. S. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM /AREA PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. 9. EQUIPMENT NAMEPLATE PER N.E.G. FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. MAY 19 2%I P€flPo91T64V1ER RECEIVE MAY 192011 P ITCENTER ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO° ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE FIRST ISSUE 04/01/11 LL/OWNER COMMENTS 05/13/11 ELECTRICAL. LOAD SUMMARY DESGRIPl10N NEC CONNECTED kW VOLT PHAbE NEC DEMAND FACTOR NEC DEMAND kW FLUORESCENT - 120 / 1� 120 1 125 4.g 1\ 113/U /13/11 INCANDESC.BNT O.q 120 1 1.25 1.1 TRACK LIGHTS 1.q 120 1 TRACK LENGTH 2.4 RECEPTACLES al 120 1 >1014,*1O4O.5 *(kW -10)] 6.1 STOREFRONT SIGN 5.6 A 120 1 1.25 4SAN OUTLETS 1.5 _ /L3/II 120 1 1.25 /13/11 WATER HEATER.ANSINKERATOR 4.6 205 1 1.00 4.6 RTU-1 20.1 205 5 1.00 20.1 AN -1 10.2 205 3 1.00 10.2 SPARE 277 1 1.00 SPARE 120 1 1.00 TOTALS 55.5 65.2 NOTES: * USE GREATER VALUE OF THE TWO CATEGORIES. ** 125% OF THE LARGEST MOTOR OR CGMPRE55OR IN SYSTEM APPUED ONLY ON ONE UNIT. *** N.E.G. ARTICLE 2.20-12 REQUIREMENT (200 VA PER FOOT OP SHG>1N WINDOW) MINUS ACTUAL SHOW WINDOW LIGHTING kVA. . N.E.G. DEMAND kVA x 1,000 MINIMUM FEEDER AMPERAGE SYSTEM VOLTAGE x 1.132 5a2 x 1000 = 63,220 115.5 AMPS USE (EXIST) 200 AMP SERVICE. 208 x1.132 = 560 STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 POWER RISER AND SCHEDULES N.T.S. NOT USED HVAC CIRCUIT BREAKERS SHALL BE 'HACK' TYPE WHERE REQUIRED BY EQUIPMENT NAMEPLATE PER N.E.C. 2. TENANTS ELECTRICAL CONTRACTOR SHALL FIELD VERIFY EXACT A.I.C. RATING OF LANDLORDS DISTRIBUTION EQUIPMENT, FURNISH AND INSTALL TENANTS SYSTEM TO MATCH. 3. ELECTRICAL CONTRACTOR SHALL BALANCE ALL PANELS AND ELECTRICAL EQUIPMENT TO 10% BETWEEN PHASES: A/13, B /C, A/C REGARDLESS OF CIRCUITING INDICATED. 4. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL EQUIPMENT PER N.E.C. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM /AREA PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. 5. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. 6. BOND NEUTRAL TO GROUND AT DISCONNECT SWITCH IF NOT BONDED ON LINE SIDE OF DISCONNECT SWITCH. IF NEUTRAL IS BONDED ON LINE SIDE OF DISCONNECT SWITCH, DO NOT BOND AT DISCONNECT SWITCH. 1. MAXIMUM LENGTH OF TAP CONDUCTORS ON TRANSFORMER SECONDARY SHALL NOT EXCEED 10' -0' IN LENGTH. S. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM /AREA PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. 9. EQUIPMENT NAMEPLATE PER N.E.G. FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. MAY 19 2%I P€flPo91T64V1ER RECEIVE MAY 192011 P ITCENTER ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO° ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE FIRST ISSUE 04/01/11 LL/OWNER COMMENTS 05/13/11 PROJECT TITLE 300. SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 SEPAF ATE PERM T AN APPROVAL BEM RED R b p9-27 POWER RISER GENERAL NOTES SHEET TITLE ELECTRICAL POWER RISER & SCHEDULES SHEET NO. E 3 ■ O CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE 300. SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 SEPAF ATE PERM T AN APPROVAL BEM RED R b p9-27 POWER RISER GENERAL NOTES SHEET TITLE ELECTRICAL POWER RISER & SCHEDULES SHEET NO. E 3 ■ O CCS PROTO RELEASE 2.0- 11/2010 FOOT LOCKER INC. I I . dbb - 1 id iki b b in El El El r! * STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 25 Pair 66 Block SECONDARY PRIMARY REGISTER REGISTER — — To Cash Wrap DSL Line �`'�i- — C= _ _ C — — ARCHITECT: 0 TRICARICO® Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com C — — - ; To Back Office TO DEMARG = __ ( Line C i - � 2 o c III O (I I � Tn I 4 n 2 o � III O C CAT 3 Cable III � +1,3, 4 Phone — — — _ ........ O AT &T 2010 (Plenum) 0 III II I I � III 11 1 1 �. , ::.� I ; : #- $ �;, ;�, -� _ 20100004BWH W 1000 Y ■ ■ ■:� C — = = = -� zu co .a co :` CO -� zV CO co z` CO C o O — — — — (107078388) ' ;� • C _ — — — - ...II I;■■■u o Y■■■;I CC ,_i_ I ••■Y 0 _p-, • . . — CO rn en of c+� nt CO CO cr, tr CO .v•-• O Y ■ ■ ■�1 • C — - O NH H II_- n■■■7:I - - -� Phone � -_ F- aI::a r Y ■ ■ ■ =:� :Ei �° I-- _- I III O I I 1= - -- ` -� zv W I Lb co z. co — . w 1 1 ic, co z, w . erinare Surface -Mount Box Surface -Mount Box . = C = _ _ _ C _ M104SM (4 Port) M104SMB (4 Port) n- D M104SMB -A-246 M104SMB -A-246 (/ 07952442) (1 07952442) CASH WRAP MANAGER'S DESK = C = _ , L I Wrap lack Office Cas CABLE BLOCK WIRING DIAGRAM DTA VOICE BACK (GASH F 0 \ /\ RI EAL .4306 \ R . "ISTERED NICHOLAS J. T STATE OF WASHIhdOT. . NOTE TO DATA VENDOR: . DATA SYSTEM INSTALLER MUST REFER TO DIRAWINC ,4S.0 IN ORDER TO VERIFY THE NUMBER OF SECONDARY REGISTER UNITS ON T1-415 PROJECT. LINE I OFFICE) WRAP ONLY) _ _ G.G. TO INSTALL AND PLUG IN _ — 2� "K l- N C r m m p -f :- CA ■■■ —1 Ui n N — �t N N I= i m in O I '' 4 FUTURE VOICE LINE 2 (GASH WRAP 4 BACK OFF IGE) I P IA RNGE AIRS TYPICAL INSTALLATION REQUIREMENTS REVISIONS I I NO. DESCRIPTION DATE ■■■. 1 ( 0 FIRST ISSUE 04/01 /11 1 LL/OWNER COMMENTS 05/13/11 — �) (J n I l �Q r--- cS3 FOR EACH SECONDARY REGISTER UNIT. SEE A5.O FOR NUMBER OF UNITS. 3" GROMMET HOLE 3" GROMMET HOLE PROVIDED LIGHT FIXTURE UNDER . WOOD SHELF. (TYP 2) DEDICATED QUAD OUTLET FOR AUDIO SYSTEM. -� I DUPLEX OUTLET FOR LIGHT FIXTURES • CA --1 (Y) N — "Kt" (TYP.) (TYP - - - -1 r - - -- Ul CONVENIENCE QUAD r PRIMARY ISEGONDAR I 't N ■■■� 1-N V 9.1 -- V S I REGIFR I LL I A 1 - T 5 L ( (2) I o o' a o (4684) I �L — — — — j L (4684) I. -► � DOOR BUZZER LAMINATED , m l� 2 I r 01) v ■■ I BLUE GREEN i O ED DATE: 4/01/11 SCALE: AS NOTED PAIR O PAIR ,� Co 0 e p — Q o E 0 ,r I' -0' N -N EQUAL EQUAL �_0� GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. • Cot 5 Jack Surf ace -Mount Box - - M104SMB Port) MIB+� H 2462 (10 -7521 -721) MIOzi- SMI -A -246 (10-7q52442) - °O� o� z`�' /o 0 �® - • • u�� MGR. DESK ISOLATED -� 8 e cq i �4 -' - PROJECT # : 110201 CIRCUIT OUTLET CIRCUIT PHONE /DATA OUTLET WIRING DRAWN BY: CR PHONE OUTLET (SEE PETAL F FOR PIN OUT) CONTRACTOR TO FURN. AND I NST. ONE DEDICATED DUPLEX OUTLET, WIRED TO GENERAL CONTRACTOR TO FURNISH AND INSTALL FOUR (4) PANEL BOARD. I CONDUITS WITH PULL STRINGS TO GASH 4 WRAP COUNTER: GABLE it III AMP VINNIO (SEE WIRING DETAIL 2 (FOR PIN OUT) - DSL I. FOR TELEPHONE 5/13/11 2. POS /DATA CONTRACTOR TO FURN. AND INSTALL ONE DEDICATED GIRGUIT WITH \ 3. FOR DEDICATED ELECTRICAL OUTLETS ISOLATED GROUND (SEPARATE HOT, 66 BLOC< 75 Poir SC Block R 6 D Goble - TA to Gosh Aroo 4. FOR GENERAL ELECTRICAL POWER NEUTRAL, AND GROUND 120 VOLT, 20 AMP CIRCUIT WITH QUAD OUTLET UNDER EACH WELL, 2 HUBBEL I.G #5352 OR APPROPRIATE EQUIVALENT, WIRED TO PANEL BOARD. 14) CASH REGISTER WIRING DETAIL S Q MANAGER DESK WIRING DETAIL - I I. TENANT G.G. SHALL PROVIDE 4 INSTALL ALL NECESSARY CONDUIT WITH PULL STRINGS WIRING DETAIL FOR JACKS. FOR INSTALLATION OF TENANT'S DATA SYSTEM. REFER TO DETAILS ON THIS SHEETS FOR REFERENCE OF TENANT'S DATA SYSTEM REQUIREMENTS AND ROUTING. EACH JACK IS TO HAVE ONE GAT 3 GABLE. BLUE PAIR ON PINS 4 AND 5 ON JACK IN OUTLET POSITION #1 2. TENANT G.G. SHALL INSTALL A DATA CONDUIT WITH PULL STRING FROM THE STORE'S S ORANGE PAIR ON PINS 4 AND 5 ON JACK IN OUTLET POSTION #2 DEMARG PANEL TO THE GASH WRAP COUNTER'S PRIMARY REGISTER. GREEN PAIR ON PINS 4 AND 5 ON JACK IN OUTLET POSTION #3 BROWN PAIR ON PINS 4 AND 5 ON JACK IN OUTLET POSTION #4 3. TENANT G.G. SHALL INSTALL A DATA CONDUIT WITH PULL STRING FROM THE STORE'S Phone —I DEMARG PANEL TO THE MANAGER'S DESK. BLUE PAIR FOR DSL ONLY ORANGE PAIR FOR PHONE #1 4. TENANT'S DATA SYSTEM INSTALLER SHALL FURNISH AND INSTALL CAT 3 GABLE, USING GREEN PAIR FOR PHONE #2 TENANT G.G. INSTALL CONDUIT, FROM THE STORE'S DEMARG PANEL TO THE GASH WRAP BROWN PAIR FOR FUTURE GOUN I Ek, TERMINATING THE GABLE AT THE GASH AND WRAP PER WIRING DETAIL 'F'. OUTLET COLOR GORE. 5. TENANT'S DATA SYSTEM INSTALL SHALL FURNISH AND INSTALL GAT 3 GABLE, USING BLUE - WHITE PIN 5 ON JACK #1 TENANT G.G. INSTALLED CONDUIT, FROM THE STORE'S DEMARG PANEL TO THE MANAGER'S SOLID BLUE PIN 4 ON JACK #1 DESK. ORANGE - WHITE PIN 5 ON JACK *2 SOLID ORANGE PIN 4 ON JACK 4t2 6. TENANT'S DATA SYSTEM INSTALLER SHALL LABEL JACK AT GASH WRAP AS "GASH GREEN -WHITE PIN 5 ON JACK #3 WRAP JACK ". SOLID GREEN PIN 4 ON JACK #3 7. TENANT'S DATA SYSTEM INSTALLER SHALL MAINTAIN A MINIMUM CLEARANCE OF IS" BROWN - WHITE PIN 5 ON JACK #4 ' " SOLID BROWN PIN 4 ON JACK #4 FROM ALL NOISE EMANATING ELECTRICAL EQUIPMENT (e.g. BALLASTS, POWER FEEDER • GABLES, ETC) FOR THE ENTIRE GABLE RUN. WIRING DETAIL FOR 66 BLOCK 8. TENANTS DATA SYSTEM INSTALLER SHALL PERFORM A CONTINUITY CHECK FOR EACH GAT 3 GABLE TO GASH WRAP WILL BE TERMINATED FIRST ON THE 66 BLOCK. GONDUGTOR TERMINATED AT EACH END OF THE INSTALLED GABLES, INCLUDING GABLE GAT 3 GABLE TO THE BACK OFFICE WILL BE TERMINATED SECOND ON THE 66 BLOCK. . PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 1 — I I SHIELD. DSL WILL BE BRIDGED TO THE BLUE PAIR ON THE GASH WRAP GABLE ONLY. PHONE LINE WILL BE BRIDGED TO THE ORANGE PAIR ON THE GASH WRAP GABLE. Q. TENANT'S G.G. SHALL LEAVE ONE AS BUILT COPY OF THIS DRAWING WITH THE STORE THEN JUMPERED TO THE BACK OFFICE ORANGE PAIR. MANAGER.. IF SECOND PHONE LINE IS REQUIRED IT WILL BE BRIDGED TO THE GREEN PAIR ON THE GASH WRAP GABLE THEN JUMPERED TO THE BACK OFFICE GABLE GREEN PAIR. SHEET TITLE . '> _' 5.v@prgv$4n'N'°" ><, . r_.. ri ,, �+'F�`'�+ ,^•Yn ( `f^'2,[:. '1`^utt4 �. y� f�.�x x x i it.c C :C.til�i:1[i.�"'I `.l 3vk v yriUt ecta) ll Mro '9<3^.x'hY °M°.^`7': Ky �'iRp•' w<n.,�. y�e #' i ;mRrfi'r•.4ig(F+ a i W'urHX.. Ytl .. �Co to �a'�4 66 BLOCK COLOR CODE GASH WRAP GABLE 66 BLOCK COLOR GODS BACK OFFICE GABLE BLUE -WHITE POSTION I BLUE -WHITE POSTION 9 . 1\10..-: �����` M I SC E LL/"1N EO U S Systimax Plenum y Voice Cat 3 20100004BWH «� SOLID BLUE POSITION 2 SOLID BLUE POSITION 10 S riRt �«- A ORANGE - WHITE POSITION 3 ORANGE - WHITE POSITION II itpp 107078388 305m (1000ft) WE TOTE White "OVAL. SOLID ORANGE POSITION 4 S SOLID ORANGE POSITION 12 � ELECTRICAL �? "= >, W I iz l NCB MUST BE GLEAN TO HOMERUN Goble t O 1JGI G k n k Val I TH OUT ANY GR I MP I NS AND MUST NOT Off f I Ci e HAVE ANY ADDITION CONNECTIONS. Systimax Data Cat 3 Outlet Mounted ax Surface Mounted Box M1BH-H-246 M104SMB -A -246 REQU! GREEN - WHITE POSTION 5 GREEN - WHITE POSTION 13 � . 107321721 N/A 11pkg Ivory SOLID GREEN POSITION 6 SOLID GREEN POSITION 14����E BROWN -WHITE POSITION -r BROWN - WHITE POSITION 15 V SOLID BROWN POSITION I6 MAY 19 2011 _ J x DETAILS 107952442 4 ports l pkg Ivory SOLID BROWN POSITION 8 P€ ITGENTER SHEET NO. 4.0 0 WIRING DETAIL 0; GENERAL NOTES CCS PROTO RELEASE 2.0- 11/2010 TEL. CONDUIT POS /DATA ISOLATED GROUND CIRCUIT CONDUIT UTILITY POWER CONDUIT C -0- CONDUIT STUB @ CASH WRAP 5/13A1 TERMINAL BLOCK ALARM SYSTEM PANEL (IF REQUIRED) — I O -(RJ -45 (MALE)) (MANAGER'S) (SALE'S AREA) (RJ11C /LINE I) MANAGER'S DESK MODEM, FAX PHONE (MANAGER'S) NET GATE BOX CASHWRAP (SALES AREA) (RJIIC /LINE 1) CASHWRAP (SALES AREA) TTTY___ ZN -5 (HOLD UP) ET. D -116 ■1 ZN -I2 (D5860) AJX Eb ZN -II 0s835) WIRE *4 WIRE *10 WIRE *9 ZN-IS (1082) BAGK TO PANEL 255 BURG ANNUNCIATOR ZN -2 (1082) ZN -10 (Ds835) NOTE:ALL LOCATIONS AS REQUIRED BY SECURTY VENDOR CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER PRIOR TO SID. ZN-I (1082) ZN -3 (Fs -730) (MONITOR) A -12 A -6,8 TO TELEPHONE BOARD TO MANAGER'S DESK A -10 Oj 20AMP, 120V., ISOLATED GROUND /DEDICATED CIRCUIT RECEPTACLE (HUBBELL *IG -5362) FOR CASH REGISTERS. DO NOT INSTALL WITH ANY OTHER CIRCUITS. LOCATE RECEPTACLES AT CASH/WRAP COUNTER AS DIRECTED BY CONSTRUCTION MANAGER RUN 2 *12 THHN AND 1 *12 ISOLATED GRD. PER CIRCUIT IN A COMMON I' CONDUIT IN FLOOR SLAB TO WALL, UP WALL AND TO PANEL. 1' CONDUITS RUN IN FLOOR CUT AND PATCH FLOOR AS REQUIRED. COORDINATE FLOOR CUTTING WITH LANDLORD PRIOR TO STARTING WORK TELEPHONE OUTLET (VOICE). USE 4' SQUARE JUNCTION BOX WITH PHONE JACK AND COVERPLATE. RUN 1' EMPTY CONDUIT WITH PULL WIRE INTO WALL, UP WALL TO STRUCTURE ABOVE, BACK TO TELEPHONE BOARD. SUMMARY OF TELEPHONE LINE REQUIREMENTS - (I) LINE REQUIRED AT BACK OFFICE FOR HANDSET SEE DIAGRAM ON SHEET E4.0 FOR DETAILS (I) LINE REQUIRED AT CASH WRAP FOR DSL AND HANDSET SEE DIAGRAM ON SHEET E4.0. FOR DETAILS 20AMP, 120V., DUPLEX RECEPTACLE AT CASH WRAP COUNTER FOR UTILITY POWER LOCATE RECEPTACLES AT CASH WRAP COUNTER AS DIRECTED BY OWNER RUN 2 *12 THW AND 1 *12 GRD IN I° CONDUIT IN FLOOR SLAB TO WALL, RUN UP WALL TO JUNCTION BOX AND CONNECT TO CIRCUIT INDICATED. ® NOT USED O NOT USED OINSTALL A DELIVERY BUZZER SYSTEM AS SHOWN, INCLUDING EDWARDS *1186C -5 PUSH BUTTON AT REAR DOOR *590 TRANSFORMER, *125 BUZZER AS INDICATED. 0 NOT USED ® NOT USED 10 NOT USED 0 NOT USED 12 MOUNT DUPLEX RECEPTACLES HORIZONTALLY BELOW COUNTER COORDINATE EXACT LOCATION WITH CABINET MANUFACTURER 13 1' CONDUIT RUN IN SLAB TO J- BOXES, MOUNTED ON TOP OF SLAB UNDER EACH SHOWCASE FOR SHOWCASE LIGHTING. CONTRACTOR SHALL VERIFY EXACT LOCATION WITH CONSTRUCTION MANAGER CASH WRAP /SHOWCASE AREA WIRING PLAN HVAC UNIT CONTROL TRANSFORMER HVAC EQUIPMENT TERMINAL STRIP 24 VOLT CONTROL(A /C) S CONDUCTORS, 18AWG GA, SOLID COPPER WIRE,INSULATED WITH HIGH - DENSITY POLYETHYLENECONDUCTORS PARALLEL ENCLOSED IN BROWN PVC JACKET. T -STAT /SENSOR LOCATION. PROVIDE JUNCTION BOX AT 48' AFP. AND 3/4' CONDUIT WITH PULL STRING TO 6' ABOVE FINISHED CEILING. SEE MECHANICAL DRAWINGS FOR T -STAT LOCATION. NOTE:THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A SET BACK THERMOSTAT. COORDINATE EXACT LOCATION WITH LFCTRICAL CONTRACTOR THERMOSTAT SHALL BE A 'LIGHTSTAT' MODEL TME-AVU, AUTOMATIC SETBACK, TWO STAGE HEAT, TWO STAGE COOLING THERMOSTAT. (CONTACT 'LIGHTSTAT INC.' IN BARKHAMSTED, CT AT 800 - 292 - 2444.) THERMOSTAT SHALL BE FULLY COMPATIBLE WITH HVAC UNIT USED FOR PROJECT, COORDINATE TYPE WITH UNIT MANUFACTURER HVAC UNIT CONTROLS CODED NOTES 0 2' X 3' X 3/4' TELEPHONE BOARD WITH DEDICATED DOUBLE DUPLEX RECEPTACLE AND CIRCUIT WITH ISOLATED GROUND. VERIFY SYSTEM GROUNDING AND ALL OTHER REQUIREMENTS WITH LOCAL TELEPHONE COMPANY. REUSE EXISTING 1° TELEPHONE CONDUIT FROM TENANT'S TELEPHONE SERVICE LOCATION(STOCK RM.) TO TELEPHONE CLOSET. VERIFY EXACT LOCATION IN FIELD. OBTAIN TELEPHONE SERVICE FROM LANDLORD'S TELEPHONE DISTRIBUTION CLOSET. ® GRD TO BUILDING STEEL OR COLD WATER PIPE PER N.E.C. 0 TELEPHONE OUTLET (VOICE). USE 4' SQUARE JUNCTION BOX WITH PHONE JACK AND COVERPLATE. RUN 1° EMPTY CONDUIT WITH PULL WIRE INTO WALL, UP WALL TO STRUCTURE ABOVE, BACK TO TELEPHONE BOARD. SUMMARY OF TELEPHONE LINE REQUIREMENTS - (1) LINE REQUIRED AT BACKWRAP FOR HANDSET (1) DEDICATED PHONE LINE AT CASHWRAP FOR CREDIT VERIFICATION, EQUIPMENT, MODEM, ETC. ® CAT -3 CABLE( BY CONTRACTOR) IN DATA CONDUIT WITH PULL WIRE(BY E.G.) TELEPHONE CABLE(BY TELEPHONE CONTRACTOR) IN 3/4 CONDUIT WITH PULL WIRE(BY E.C.) LOSS PREVENTION ALARM SYSTEM DETAIL /— CEILING CONTROL CONDUCTORS PLENUM RATED RG -6, BLACK SOLID COPPER WIRE, PROVIDE JUNCTION BOX AT 48' APP. AND 3/4' CONDUIT �- WITH PULL STRING TO 6' ABOVE FINISHED CEILING. (VIDEO PLAYER) (MANAGER'S) (MONITOR) (MONITOR) (SALE'S AREA 6 BACKUP-AP) NOTE:TENANT E.G. TO FURNISH AND INSTALL CONDUIT AND PULL WIRE TO ALL A/V LOCATIONS AS REQUIRED BY A/V VENDOR CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER PRIOR TO BID. VISUAL DETAIL TWISTED PAIR 1 1 2 3 2 4 4 RJ-45 MODULAR CONNECTOR PIN# SIGNAL 1 TD+ TD+ 2 TD- TD- 3 RD+ RD+ 4 NOT USED 5 NOT USED RD- 6 RD- 1 NOT USED 8 NOT USED RJ -45 MODULAR CONNECTOR PIN* SIGNAL 1 TD+ SCALE: AS NOTED TD- 2 SALES AREA: RD+ 3 4 NOT USED 5 NOT USED RD- 6 NOT USED S • NOT USED CABLE'S SENT ARE TE 'M INATED, USE ONLY AS A REFERENCE IF CA5LE ENDS ARE REMOVED � (IF (APPLICABLE) SPEAKER CONDUCTORS PLENUM RATED *16 GA. 2- CONDUCTOR BLACK SOLID COPPER WIRE, PROVIDE JUNCTION BOX AT 48' A.F.F. AND 3/4' CONDUIT X"-- WITH FULL STRING TO 6' ABOVE FINISHED CEILING. (MANAGER'S) (SALE'S AREA) NOTE:TENANT E.C. TO FURNISH AND INSTALL CONDUIT AND PULL WIRE TO ALL A/V LOCATIONS AS REQUIRED BY AN VENDOR CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER PRIOR TO BID. RJ -45 PLUG WIRING DIAGRAM TRANSFORMER SIDE OFREAR DELIVERY DOOR (EDWARDS *590 AUDIO DETAIL REVSOM N0,1 RECEIVE MAY 19 2011 P RMITC NThR — BUZZER BELOW DESK (EDWARDS r25). MANAGER'S DESK (MANAGER'S AREA) SH BUTTON AT REAR DELIVERY DOOR • ( EDWARDS *1186C -8) COMMON BUZZER MTD. UNDER SECONDARY REGISTER LOCATION (EDWARDS *125) TELEPHONE RISER DIAGRAM REAR DOOR BUZZER SYSTEM 1. CONTRACTOR SHALL INSTALL AN ETHERNET CABLE (TWISTED SHIELDED CABLE) FROM THE MANAGER'S DESK TO THE SALES AREA FLOOR ABOVE STOCKROOM ENTRANCE DOOR, TYPICALLY BELOW OR ABOVE THE EXIT SIGN. NOTE: DO NOT TERMINATE CABLE NEAR OR ON METAL POLES OR RACKS. 2. LABLE CABLE AT MANAGER'S DESK AS 'ACCESS POINT'. 3. CONTRACTOR SHALL INSTALL CABLE LEAVING ANY AND ALL SLACK COIL IN MANAGER'S AREA. 4. MATERIALS TO BE SUPPLIED BY FOOT LOCKER GENERAL NOTES p\t%. 5. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 18 INCHES FROM ALL NOISE EMANATING ELECTRICAL EQUIPMENT (e.g. BALLASTS, POWER FEEDER CABLES, ETC) FOR ENTIRE CABLE RUN. 6. CONTRACTOR SHALL PERFORM A CONTINUITY CHECK FOR EACH CONDUCTOR TERMINATED AT EACH END OF THE INSTALLED . CABLES, INCLUDING CABLE SHIELD. SZpiiit -I. CONTRACTOR SHALL LEAVE ONE AS BUILT COPY OF THIS Opp J/ f Q O1 8. CONTRACTOR SHALL INSTALL (2) SCREWS TO BE USED TO HANG R� THE ACCESS POINT. THE HEAD OF THE SCREWS MAY NOT TO EXCEED 0 1/4' IN DIAMETER THERE MUST BE A MINIMUM CLEARANCE OF 8' DRAWING WITH STORE MANAGER(S). FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 Aire AN ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO° ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 LL/OWNER COMMENTS 05/13/11 Pim% ;flit lamiP PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 SHEET TITLE MISCELLANEOUS ELECTRICAL DETAILS SHEET NO. E4.1 CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR Pim% ;flit lamiP PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 SHEET TITLE MISCELLANEOUS ELECTRICAL DETAILS SHEET NO. E4.1 CCS PROTO RELEASE 2.0- 11/2010 t. t1 SG -1 115 CFMV- SG -1 150 CFM \V 51 -1 100 CFM RG -2 100 CFM YD J' SD -2 CFM 0 0 6/6 SD -2 �5 CFM RCx_2 150 CFM V P::1 sIsm111�= �!IIII • *AAA- **AAA. .•-• • , A I ri .• 6/6 i i `' /-12,-511p 3' RINKLER MAIN AFF_ Iaa t aa Li jug II lir ;1=r\ _ YD 8/8 Sca-1 150 CFM • 5G -1 150 CFM IN 14/14 0 EXISTING 50 CFM f 5r ma 'I 0 AIR CURTAIN TO 5E SUSPENDED FROM ABOVE. G.C. TO PROVIDE NECESSARY SUSPENSION SYSTEM. 5/13/11 0 0 0 • 0 1 ��Z /� /I %AIWM/. %,7 "All X777 ∎777% WAYS./ �� /I77�AW / .#7 : " ∎PMAIMIIIF /�ZO��22 HVAG SYSTEM 15 TO BE NEW, BY MECHANICAL CONTRACTOR, VIII TH NEW DUCTWORK HVAC SYSTEM 15 TO BE NEW, BY LANDLORD'S MECHANICAL CONTRACTOR, DUCTNORK BY THIS CONTRACTOR HVAC SYSTEM 15 EXISTING TO REMAIN, MECHANICAL CONTRACTOR TO PROVIDE NEW DUCTWORK HVAG SYSTEM 15 EXISTING TO REMAIN, MECHANICAL CONTRACTOR TO MAKE MODIFICATIONS TO EXISTING DUCTWORK EUSE OF EXISTINS EQUIPMENT EXISTING ROOFTOP AIR CONDITIONING UNIT ( RTU ) SHALL BE REUSED AS INDICATED ON THE DRAWINGS. THE MECHANICAL CONTRACTOR SHALL, AT HIS EXPENSE, PROVIDE ALL LABOR AND MATERIALS REQUIRED TO ENSURE THAT THE EXISTING EQUIPMENT 15 IN GOOD WORKING ORDER. POINTS OF SERVICE SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING : A. REMOVE EXISTING AIR FILTERS AND REPLACE WITH NEW AIR FIL I ERS B. THOROUGHLY GLEAN ALL INTAKE LOUVERS OR SCREENS AND BOTH SIDES OF EVAPORATOR AND CONDENSER COILS. G. CHECK ALL BELTS FOR WEAR, ALIGNMENT AND PROPER TENSION (ADJUST AND OR REPLACE AS NEEDED) D. TIGHTEN MOTOR MOUNTS AS REQUIRED. E. INSPECT AND LUBRICATE MOTORS, BEARINGS AND SHAFTS AS PER MANUFACTURER'S REQU I REMENTS. F. INSPECT REFRIGERANT SYSTEM FOR LEAKS AND PROPER CHARGE, REPAIR LINES OR COILS AND ADD REFRIGERANT AS REQUIRED. S. THOROUGHLY CLEAN INTERIOR OF UNIT, INCLUDING BLOWER WHEEL AND DAMPER BLADES. H. START -UP AND TEST FOR PROPER OPERATION IN ACCORDANCE WITH THE MANUFACTURER'S OPERATION AND MAINTENANCE INSTRUCTIONS. NOTE: • SALES AMA PROP DOM PH9J ER ARE NOT TO BE LOCATED ABOVE SALES AREA FLOATING CEILING. (SIDE BLOWERS ARE OK) • 'DUCTIIJORK IS TO BE INSTALLED AS HIGH AS POSSIBLE ABOVE THE FINISHED FLOOR - MODIFY AS PER DETAIL 5/A6.1. INFORM ARCHITECT IF MOUNTING I- EIGHT CANNOT SE MAINTAINED AS PER 5/A6.1. SPRINKLER I- -4EAID RETAIN THE SERVICES OF A STATE LICENSED FIRE PROTECTION CONTRACTOR TO PROVIDE COMPLETE DESIGN SERVICES AND MODIFICATIONS TO THE EXISTING FIRE SPRINKLER SYSTEM. FIRE PROTECTION CONTRACTOR MUST BE LANDLORD APPROVED. SPRINKLER LOCATIONS MUST BE COORDINATED WITH TENANT REFLECTED CEILING PLAN. ALL MODIFICATIONS TO THE EXISTING SPRINKLER SYSTEM MUST BE COORDINATED AND SCHEDULED IN ADVANCE WITH THE MALL OPERATIONS MANAGER SPRINKLER SYSTEM SHALL BE FULLY CHAiED AND OPERATIONAL WHEN THE CONTRACTOR IS OFF THE JOS SITE. VERIFY ALL EXISTING CONDITIONS AND LOCAL CODE REQUIREMENTS PRIOR TO BIDDING. ALL SPRINKLER WORK IS BY LANDLORD CONTRACTOR, AT TENANT EXPENSE, AND SHALL BE COORDINATED WITH ON SITE OPERATIONS DIRECTOR. ALL SPRINKLER WORK SHALL BE APPROVED BY THE LANDLORD'S INSURER REVISION N0,1 4EGHANIGAL PLAN SCALE: I /4"=I1_O" CONICAL BELLMOUTH FITTINGS WITH MANUAL BALANCING DAMPER TO BE USED FOR ALL ROUND BRANCH TAPS ABOVE ACCESSIBLE LAY -IN CEILINGS. CONICAL BELLMOUTH FITTINGS WITHOUT MANUAL BALANCING DAMPERS TO BE USED FOR ALL ROUND BRANCH TAPS ABOVE INACCESSIBLE DRYWALL CEILINGS WITH BALANCING REQUIRED WITHIN 2 FT. OF DIFFUSER WITH PLASTER FRAME. 2 ROUND RIGID SUPPLY AIR DUCTS SHALL BE EXTERNALLY INSULATED WITH It THICK, 1.5 LBS. DENSITY FOIL FACED FIBERGLASS INSULATION. FLEX CONNECTIONS TO DIFFUSERS ARE INSULATED FLEX WITH A MAXIMUM LENGTH OF 5 FT. 4 MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES, LANDLORD REQUIREMENTS, CEILING HEIGHTS AND EXISTING STRUCTURAL CONDITIONS PRIOR TO FABRICATION OF ANY DUCTWORK OR ORDERING OF ANY EQUIPMENT. 5 MECHANICAL CONTRACTOR TO PROVIDE TENANT WITH AS -BUILT DRAWINGS, ALL EQUIPMENT SHOP DRAWINGS, INFORMATION ON THERMOSTATS, CONTROL WIRING DIAGRAMS AND OTHER PERTINENT INFORMATION AT COMPLETION OF PROJECT. 6 MECHANICAL CONTRACTOR 15 TO PROVIDE AND INSTALL FIRE DAMPERS IN ANY EXISTING OR NEW DUCTWORK THAT PENETRATES A FIRE RATED PARTITION AS REQUIRED BY CODE. 7 NO FIBERGLASS OR FIBERBOARD DUCTWORK ALLOWED. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A SET BACK THERMOSTAT. COORDINATE EXACT LOCATION WITH ELECTRICAL CONTRACTOR. THERMOSTAT SHALL BE A 'LIGHT5TAT' MODEL TME-AVU, AUTOMATIC SETBACK, TWO STAGE HEAT, TWO STAGE COOLING THERMOSTAT. (CONTACT 'L I GHTSTAT INC.' IN BARKHAMSTED, GT AT 800 -212- 2444.) . THERMOSTAT SHALL BE FULLY COMPATIBLE WITH HVAG UNIT USED FOR PROJECT, COORDINATE TYPE WITH UNIT MANUFACTURER. THERMOSTAT SHALL BE MOUNTED AT: 48 "AFF EXISTING RTU -I TO BE REUSED PER "REUSE OF EXISTING EQUIPMENT" NOTE ABOVE. SEE SHEET M2.O FOR EXISTING UNIT SPECIFICATIONS. n EXISTING TOILET EXHAUST FAN TO REMAIN. THE TENANT'S CONTRACTOR SHALL VERIFY PROPER OPERATION AND PROVIDE SERVICE OR REPLACEMENT AS REQUIRED. SHOULD REPLACEMENT BE REQUIRED, THE FOLLOWING SHALL BE PROVIDED: TOILET EXHAUST FAN (I20V., I PH., 60 HZ) COMPLETE WITH INTEGRAL BACKDRAFT DAMPER AND ON -OFF SWITCH. -75 GFM CAPACITY. FURNISHED WITH TENANT LIGHTING PACKAGE, INSTALLED Sy GENERAL CONTRACTOR. EXTEND DISCHARGE DUCT TO LANDLORD'S COMMON TOILET EXHAUST DUCT OR ROOF AND CONNECT AS REQUIRED. EXTEND IS "tD DUCTWORK THROUGH STOCK WALL, BEFORE TRANSITIONING TO RECTANGULAR DUCT BOTTOM OF NEW DIFFUSERS TO ALIGN WITH TOP OF METAL CEILING PANEL SUPPORTS. TYPICAL OF ALL DIFFUSERS IN SALES AREA. REFER TO DETAIL 5/A6.I \6/ PROVIDE NEW SMOKE DETECTOR IF NOT EXISTING OR OPERATIONAL. GENERAL CONTRACTOR TO UNDER GUT DOOR, I" FOR AIR PASSAGE WAY. K_) GUT BACK EXISTING RETURN DUCT AND PROVIDE WIRE MESH GRILLE K PROVIDE 24/24 TRANSFER GRILLE, SAME TYPE AS R6 -IA, MOUNTED AS HIGH AS POSSIBLE ON WALL. VERIFY ALL CONDITIONS IN THE FIELD BEFORE STARTING WORK. SYMBOL DESCRIPTION SYMBOL DESCRIPTION qtr Ei+ 1 SD SUPPLY AIR DIFFUSER SHAD I NS DENOTES BLANK -OFF DUCT MOUNTED DIFFUSER RETURN AIR GRILLE OR DUCT SUPPLY AIR DUCT RISE SIMILAR FOR RETURN AIR SUPPLY AIR DUCT DROP SIMILAR FOR RETURN AIR EQUIPMENT TYPE SERIES CONNECT TO EXISTING • SMOKE DAMPER IN /ACCESS DOOR SD -I 400 CFM VEGHANIGAL SE =RAL— NOT -5 v1EGHA\ IGAL— CODED NOTES Sly \'1130L SCHEDULE AIR DEVICE TYPE AIRFLOW, CFM GROAN MODEL #686 COMBINATION LIGHT/ TO I LET EXHAUST FAN THERMOSTAT (S- DENOTES SENSOR) TURNING VANES DUCT TRANSITIONS FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO® ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 LL/OWNER COMMENTS 05/13/11 PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 SHEET TITLE EXISTING DUGTWOR MECHANICAL DECEIVE Aq PLAN EPAR MAY 19 2011 PERA ITAND NEW DUCTWORK P R D V A L PERNIITCENT CURED DUCT SMOKE DETECTOR SHEET NO. Nil 1 ■ O CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE 300 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #300 STORE NO. 47267 SHEET TITLE EXISTING DUGTWOR MECHANICAL DECEIVE Aq PLAN EPAR MAY 19 2011 PERA ITAND NEW DUCTWORK P R D V A L PERNIITCENT CURED DUCT SMOKE DETECTOR SHEET NO. Nil 1 ■ O CCS PROTO RELEASE 2.0- 11/2010 RESPONSIBILITY SCHEDULE & NOTES SCOPE OF WORK N X Lu FURNISH INSTALL a O n LL1 NOT APPLICABLE REMARKS DIVISION I: GENERAL DATA BARRICADE- INTERIOR 4 EXTERIOR BARRICADE GRAPHICS • • AS REQUIRED BY LANDLORD PER L.L. DESIGN CRITERIA • • DIVISION II: SITE CONSTRUCTION DEMOLITION • • DIVISION III: CONCRETE CONCRETE PATCHING DIVISION IV: MASONRY MASONRY • • CREATE SMOOTH LEVEL SURFACE TO ACCEPT NEW FLOOR'G • • DIVISION V: METALS STRUCTURAL METAL FRAMING • • LIGHT GAUGE METAL FRAMING UNISTRUT • • • • FOR SUSPENSION OF AUDIOVISUAL EQUIPMENT 4 LIGHTING EXPANSION JOINTS REVEALS • I CODE COMPLIANCE APPROVED MAY O 3 2011 BUILDING DI ION • • BRAKE METAL • • SEE FINISH SCHEDULE IN -WALL FIXTURE BLOCKING DIVISION VI: WOOD t PLASTICS ROUGH FRAMING • • SEE FINISH SCHEDULE AREA SITE PLAN MALL KEY PLAN • • LAYOUT, MATERIALS, FURRING, BLOCKING, 4 ETC. FINISH CARPENTRY • WOOD CASED OPENINGS • • DIVISION VII: THERMAL E MOISTURE PROTECTION WATERPROOF MEMBRANE BATT INSULATION • • EX'G, VERIFY IN FIELD. PATCH AND REPAIR AS REQUIRED. • • AS REQUIRED ROOFING PENETRATIONS • DIVISION VIII: DOORS 4 WINDOWS METAL DOORS 4 FRAMES DOOR HARDWARE • • • REFER TO POOR SCHEDULE • • • REFER TO DOOR SCHEDULE FITTING ROOM DOORS, FRAME 4 HARDWARE ACCESS PANELS • • • • STOREFRONT ENTRY DOORS • • STOREFRONT GLAZING, HEADS 4 BASE EXIT DOOR PANIC HARDWARE • • • • TENANT G.G. SUPPLIES POWER DIVISION IX: FINISHES DECORATIVE STOREFRONT METAL • • INC. BRAKE METAL AND CHANNELS ACOUSTICAL CEILING • GYPSUM BOARD, FRAMING AND ACCESSORIES • • METAL CEILING PANELS • • REVERSE IMAGE VINYL GRAPHICS • • COORDINATE W/TENANT SIGN MFG/ INSTALLER SALES AREA FLOORING- CLEAR EPDXY FINISH • • MALL FLOORING • • INCLUDING GROUT AND SETTING MATERIALS PER LANDLORD'S CRITERIA VINYL COMPOSITE TILE • • VINYL BASE • • PAINT 4 PAINTING • • WALL 4 CORNER GUARDS • • CORK SHEET FOR DISPLAY • • MDF WALL GAPS • • WINDOW SECURITY FILM DIVISION X. SPECIALTIES • • REFER TO FINISH SCHEDULE SHEET A3.0 C1 Long cry Par Str' r VP CCS PACE 4'300 =:1! EVEL 1 OF I TOILET ROOM ACCESSORIES • • • TGC TO REPAIR/REPLACE MISSING OR DAMEGED ITEMS. SEE A13 STOREFRONT SIGN(S) • PROVIDE PANEL 4 BLOCKING FOR SIGN INSTALLER 4 ELEC. CONNECTION PROJECT DIRECTORY CODE INFORMATION LIST OF DRAWINGS INTERIOR VINYL SIGN • • STOCK ROOM SHELVING SYSTEMS • • INC. SHELVING, HANGRODS, LADDERS 4 MGR'S DESK FITTING ROOM BENCH TOP 4 COAT HOOKS • • MIRRORS (FITTING ROOM, TOILET ROOM 4 BUILDOUTS) • • DISPLAY WALL GRAPHICS • T &.0 TO COORDINATE INSTALLATION, PRIOR TO FIXTURING SHOW WINDOW DISPLAY TRACK • DIVISION XI: EQUIPMENT DIVISION XII: FURNISHINGS SALES FLOOR DISPLAY FIXTURES • SEE A5.0 FOR ADDITIONAL INFORMATION PERIMETER WALL DISPLAYS INCLUDING DECKWALL • • CASH WRAP AND SHOW CASE MILLWORK • • MANAGER'S DESK/ SAFE • DIVISION XIII: SPECIAL CONSTRUCTION DIVISION XIV: CONVEYING SYSTEMS DIVISION XV: MECHANICAL SPRINKLER PIPING 4 HEADS FIRE EXTINGUISHERS) • • • G.G. TO USE LL. REQ.'D SUB., COORDINATE W/ LANDLORD 4 LOCAL CODES • • AS REQUIRED BY LOCAL CODE PLUMBING (SAN, DCW, VENT STUB -IN) PLUMBING FIXTURES DIFFUSERS 4 GRILLES MECHANICAL EQUIPMENT AIR CURTAIN • • • • INSPECT AND SERVICE • INSPECT AND SERVICE, NEW INSTA FLOW - SEE M2.0 • SEE PLAN SHEET MI.O INSPECT AND SERVICE • • SEE MI.O FOR MORE INFO. FIRE /SMOKE DAMPERS • VERIFY CODE COMPLIANCE TOILET EXHAUST FAN, DUCTWORK, ROOF CAP • INSPECT AND SERVICE AIR BALANCE REPORT TEMPERATURE CONTROL SYSTEM SMOKE EVAC 4 CONTROLS • • • VERIFY PROPER OPERATION - COORDINATE W/ LANDLORD 4 LOCAL CODES DIVISION XVI: ELECTRICAL MAIN SERVICE CONDUIT MAIN SERVICE WIRING FEEDER CABLE • • • VERIFY W/ RISER AND IN FIELD VERIFY W/ RISER AND IN FIELD INC. CONNECTION TO LANDLORD'S CIRCUIT BREAKER CONDUIT, WIRING 4 DEVICES LIGHTING FIXTURES /LAMPS • • • ILLUMINATED LIGHT BOXES • • TELEPHONE CONDUIT 4 PULL WIRE • • MODIFY AS REQUIRED TIME CLOCK • • DATA CONDUIT WITH PULL STRING • • SEE SHEET E4.0 DATA CABLING • • VERIFY WITH CONSTRUCTION PM FOR INSTALLATION. CASH WRAP CABLE 4 RELATED CONNECTORS • • CASH WRAP CONDUIT 4 TERMINATION • • REGISTERS, COMPUTERS, PRINTERS, ETC. • • TENANT ELECTRICAL PANELS • REUSE EXISTING - VERIFY EXISTING CONDITIONS IN FIELD TENANT ELECTRICAL TRANSFORMERS • POWER TO SIGN AND ILLUMINATED LIGHT BOXES • • FIRE ALARM • • • G.C. TO USE LL. REQ'D SUB., COORDINATE W/ LANDLORD 4 LOCAL CODES CCTV SYSTEM • • AUDIO VISUAL SYSTEM • • INC. VIDEO MONITORS AND MOUNTS BURGLAR SYSTEM • • 1. TENANT'S CONTRACTOR IS RESPONSIBLE FOR THE SCOPE OF WORK AS IND GATED IN THE DRAWINGS UNLESS OTHERWISE NOTED IN THE RESPONSIBILITY SCHEDULE ABOVE. ANY QUESTIONS OR DISCREPANCIES SHOULD BE BROUGHT TO TENANT'S PROJECT CONSTRUCTION MANAGER'S ATTENTION PRIOR TO SUBMISSION OF A BID. 2. ALL G- SHEETS ARE APPLICABLE TO ALL TRADES AND VENDORS. 3. TENANT'S CONTRACTOR IS TO PROVIDE SCHEDULE AND PROJECT CALENDAR TO TENANT'S PROJECT CONSTRUCTION MANAGER TO SHARE WITH OTHER VENDORS (E.G.-FIXTURE SUPPLIER, FLOORING SUPPLIER/INSTALLER, SIGNAGE MANUFACTURER, LIGHTING SUPPLIER AND MISCELLANEOUS LOW VOLTAGE INSTALLERS). 4. FOR MATERIALS PROVIDED 13Y OTHERS, TENANT'S CONTRACTOR IS TO RECEIVE AND IS TO REPORT MISSING ITEMS OR DAMAGES TO TENANT PROJECT CONSTRUCTION MANAGER WITHIN 45 HOURS OF RECEIPT. IF TENANT'S CONTRACTOR FAILS TO DO SO, THEN THE TENANT'S CONTRACTOR IS RESPONSIBLE FOR COSTS RELATED TO REPLACING MISSING OR DAMAGED TENANT FURNISHED MATERIALS. 5. TENANT'S CONTRACTOR IS 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 IS RESPONSIBLE FOR RELOCATING ALL EXISTING FIXTURES THAT ARE TO REMAIN FROM THE TEMPORARY LOCATION BACK TO THE SITE AFTER CONSTRUCTION IS COMPLETE. 1. TENANT IS TO PROVIDE TENANT CONTRACTOR WITH A COPY OF VENDOR ORDER RELEASE PACKAGE. TENANT'S CONTRACTOR TO ENSURE THAT TI-115 IS MAINTAINED ON SITE BY FIELD SUPERINTENDENT. 8. TENANT'S CONTRACTOR IS TO FURNISH TENANT PROJECT CONSTRUCTION MANAGER WITH AS -BUILT D1L S. REFLECTING ACTUAL CONDITIONS UPON COMPLETION OF JOB. TENANT CCS FOOTLOCKER INC. 112 W. 34th STREET NEW YORK, NY 10120 PROJECT CONSTRUCTION MANAGER JAY FOWLER TEL: 858 -214 -3682 EMAIL: JFOWLERSFOOTLOCKER.COM PROJECT DESIGNER: JAMES DUFFY TEL: 212- 120 -4184 EMAIL: JDUFFY2GFOOTLOCKER.COM SHOPPING CENTER INFORMATION WESTFIELD SOUTHCENTER MALL MANAGEMENT 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 CONTACT: ANDREW CIARROCHI TEL: 206-246-0423 EMAIL: ACIARROCHI6US.WESTFIELD.COM LANDLORD INFORMATION TENANT COORDINATION 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 CONTACT: DANYULE BRAKUS TEL: 310 - 515 -5915 ARCHITECT TRICARICO ARCHITECTURE AND DESIGN PC 502 VALLEY ROAD WAYNE, NJ, 01410 CONTACT: NIKO VERIKIOS TEL: 913 -692 -0222 EXT 510 EMAIL: NIKOveTRICARICO.COM PLEASE DIRECT ALL INQUIRES TO PROJECT CONSTRUCTION MANAGER SEPARATE PERMIT REQUIRED FOR: kMechanicai Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION! APPLICABLE CODES: ALL WORK DONE UNDER THIS 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 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 THE FOLLOWING: APPLICABLE CODES: BUILDING CODE: MECHANICAL CODE: ELECTRICAL CODE: PLUMBING CODE: FIRE CODE: OTHER CODES: OCCUPANCY GROUP: M - MERCANTILE (INCLUDING LOCAL AMENDMENTS /MUNICIPAL CODE OF CULVER CITY) 200Q WASHINGTON BUILDING CODE 2OOGi WASHINGTON MECHANICAL CODE 200Q WASHINGTON ELECTRICAL COPE 200q WASHINGTON PLUMBING CODE 200G WASHINGTON FIRE CODE 2OOci WASHINGTON ENERGY CODE 20061 WASHINGTON ACCESSIBILITY CODE (CHAPTER IIB) TYPES OF CONSTRUCTION - FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601) TYPE: IIA NON- COMBUSTIBLE [FULLY AUTOMATIC FIRE SUPPRESSION SYSTEM] • - STRUCTURAL FRAME = 1 HR. - FLOOR CONSTRUCTION = 1 HR. - ROOF CONSTRUCTION - INCLUDING SUPPORTING BEAMS AND JOISTS = 1 HR. - REQUIRED SEPARATION OF OCCUPANCIES = 0 HR. (TABLE 508.4) - TENANT SPACE SEPARATIONS = 1 HR. (SECTION 402.7.2 & SECTION 709) - CORRIDOR WALL [W/ SPRINKLER SYSTEM] = 0 HR. (TABLE 1018.1) - STORAGE SEPARATION FROM SALES [W/ SPRINKLER SYSTEM] = 0 HR. (TABLE 508.2.5 & 508.2.5.2) MEANS OF EGRESS: (CHAPTER 10) MINIMUM EGRESS REQUIREMENTS (TABLE MERCANTILE AREAS ON OTHER FLOORS = BASEMENT AND GRADE FLOOR AREAS = STORAGE AND STOCK AREAS = OCCUPANT LOAD: SALES: 1633 S.F. / 30 = STOCK /NON- SALES: 749 S.F. / 300 = TOTAL PERSONS = 56 PERSONS 1004.1.1) 60 GROSS 30 GROSS 300 GROSS 54 PERSONS 2 PERSONS EGRESS WIDTH PER OCCUPANT SERVED (SECTION 1005.1) MERCANTILE _ GROUP 'M'_ 0.2" PER OCCUPANT [W/ SPRINKLER SYSTEM] DOOR [MAIN] = 108" NET WIDTH (AT ENTRY DOORS) DOOR (REAR) = 36" NET WIDTH (AT EXTERIOR DOOR) TOTAL NET EGRESS DOOR WIDTH = 144" [PROVIDED] DOOR 144" / .2 "= 720 PERSON CAPACITY ACTUAL CAPACITY = 56 PERSONS EGRESS CAPACITY = 720 PERSONS PROPOSAL IS LESS THAN ALLOWABLE - OKAY MINIMUM PLUMBING FACILITIES (TABLE 4 -1): TABLE A OCCUPANT LOAD FACTOR: OCCUPANT LOAD FACTOR (SQUARE FEET) GROUP M •- 200 : 2,382 SQUARE FEET / 200 = 12 PERSONS SIZE OF DOORS (SECTION 1008.1.1) MINIMUM 32" CLEAR DOOR WIDTH REQUIRED EXIT ACCESS AISLES IN GROUP 'M' = 36" (SECTION 1017.2) CORRIDOR WIDTH = 44" (SECTION 1018.2) DEAD ENDS = 20 FEET (SECTION 1018.4) EXIT ACCESS TRAVEL DISTANCE: (TABLE 1016.1) GROUP 'M' [W/ SPRINKLER SYSTEM] = 250 FT. 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 submitta and may include additional plan review fees. FACILITIES IN MERCANTILE AND BUSINESS OCCUPANCIES SERVING CUSTOMERS (SECTION 412.5) PROVIDED: FIXTURES FOR CUSTOMER USE SHALL BE PERMITTED TO BE MET BY PROVIDING A CENTRALLY LOCATED FACILITY ACCESSIBLE TO SEVERAL STORES. THE MAXIMUM DISTANCE FROM ENTRY TO ANY STORE TO THIS FACILITY SHALL NOT EXCEED FIVE HUNDRED FEET. PUBLIC ACCESSIBLE TOILET ROOM FOR CUSTOMERS AND EMPLOYEES IS LOCATED WITHIN 300 FEET. UNISEX FACILITIES: (1) WATER CLOSET (1) LAVATORY SI-1EET 5I-1EET TITLE REVISION DATE AND NO. G1.0 COVER SHEET GI.1 ARCHITECTURAL SPECIFICATIONS G12 ELECTRICAL 4 MECHANICAL SPECIFICATIONS P1.0 DEMOLITION PLAN A1.0 CONSTRUCTION PLAN A1.1 PARTITION TYPES Alt CONSTRUCTION DETAILS AI3 CONSTRUCTION DETAILS A2.0 INTERIOR STOREFRONT PLANS 4 ELEVATION A2.1 INTERIOR STOREFRONT SECTIONS 4 DETAILS A2.2 EXTERIOR STOREFRONT PLAN 4 ELEVATION A23 EXTERIOR STOREFRONT SECTIONS 4 SIGN DETAILS A3.0 FINISH PLAN A4.0 INTERIOR ELEVATIONS A5.0 FIXTURE PLAN A5.1 FIXTURE SECTIONS 4 DETAILS A52 CASHWRAP 4 BACKUJRAP DETAILS FILE Permit No. A6.0 REFLECTED CEILING PLAN A6.1 CEILING SECTIONS 4 DETAILS E1.0 ELECTRICAL POWER PLAN E2.0 E3.0 ELECTRICAL LIGHTING PLAN ELECTRICAL POWER RISER 4 SCHEDULES E4.0 MISCELLANEOUS ELECTRICAL DETAILS E4.1 MISCELLANEOUS ELECTRICAL DETAILS COPY 'r)ci17 Plan review approval is su • I - to Erors an 1 orris^ s. Approval a1 construction • currents docs rot taut ^ 7 3 the vVationHof any ado t4-1 code or oldinaice. Rc o`;:t of approved ii ' .• i : f pi, ! .1.4 : is ac'tno iisd a� is BY M1.0 MECHANICAL PLAN M2.0 MECHANICAL DETAILS 4 PLUMBING SPECIFICATIONS City 7UkwDa IWLDIN DIVISION SYMBOLS CALL OUT O DETAIL NUMBER /LETTER DETAIL SHEET ELEVATION WALL SECTION REF. TO PARTITION SCHEDULE PLAN DETAIL MINIMUM CLEARANCE MINIMUM CLEARANCE SECTION FINISH IDENTIFIER REF. TO DOOR SCHEDULE COLUMN GRID LINE REVISION IDENTIFIER EQUIPMENT IDENTIFIER REF. TO EQUIPMENT. SCHEDULE 1 DOOR IDENTIFIER I REF. TO DOOR SCHEDULE LANDLORD NOTES STORE TABULATION ABBREVIATIONS AREA SQ. FT. CALCULATION OCCUPANT LOAD RATIO SALES AREA: 1,633 50_ FT/ 30 PERSONS 54 69 % STOCK AREA: 415 Sa FT/ 300 PERSONS 20 % NON -SALES AREA: 214 SQ. FT/ 300 PERSONS 11 TOTALS 2 ,382 56 100 % LESS THAN 500 OCCUPANTS OR MORE THAN 50 REQUIRES 2 EXITS A.F.F. BRG. BLDG. B.O.S. CLG. C.L. CONST. DIA. DIM. EQ. FT. FLUOR. GA. G.C. ABOVE FINISH FLOOR BEARING BUILDING BOTTOM OF SOFFIT CEILING CENTER LINE CONSTRUCT ION DIAMETER DIMENSION EQUAL FEET FLUORESCENT GAUGE GENERAL CONTRACTOR GYPSUM WALL BOARD LAY. MFR. MAX. MIN. MISC. N.I.C. O.G. OPP. PL. R, RAD. R.C.P. REQ'D REV. RM. LAVATORY MANUFACTURER MAXIMUM MINIMUM MISCELLANEOUS NOT IN CONTRACT ON CENTER OPPOSITE PLATE RADIUS REFLECTED CEILING PLAN REQUIRED REVISION ROOM R.O. R.U.G. SIM. SPEC. SQ. STD. TYP. U.N.O. VERT. V.IF. W/ W/O WD. ROUGH OPENING ROLL UP GRILLE SIMILAR SPECIFICATION SQUARE STANDARD TYPICAL UNLESS NOTED OTHERWISE VERTICAL VERIFY IN FIELD WITH WITHOUT WOOD FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692-0222 F (973) 692-0223 ARCHITECT LICENSE # 4306 0 2011 NICHOLAS J. TRICARICO SEAL STERED REVISIONS NO. DESCRIPTION DATE FIRST ISSUE 04/01/11 Pim% V/NO %we PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKVVILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE COVER SHEET RECEIVED APR 08 2011 PERMITCENTEF SHEET NO. G1.0 CCS PROTO RELEASE 2.0- 11/2010 D45, DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR Pim% V/NO %we PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKVVILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE COVER SHEET RECEIVED APR 08 2011 PERMITCENTEF SHEET NO. G1.0 CCS PROTO RELEASE 2.0- 11/2010 D45, GENERAL NOTES DIVISION III CONCRETE DIVISION IX FINISHES DIVISION IX FINISHES (CONT.) DIVISION IX FINISHES (CONT.) TENANTS GENERAL CONTRACTOR TO A - PATCHING (WHEN REQUIRED): A - GYPSUM DRYWALL: FLOORING- CONTINUED REVIEWED FOR CODE COMPLIANCE t ���0��® MAY 0 3 2011 ���/o�Tat�1�UU1�a BUILDING 1� IIII��innP 2. PORCELAIN TILE e) LAYOUT: i. PATTERN OF TILE TO BE DIRECTIONAL (SEE SHEET 43.0 FOR DETAILS 4 SPECIFICATIONS) ii- LAY OUT WORK TO MINIMIZE CUTTING AND 50 THAT FULL TILE IS CENTERED ON STOREFRONT AND NO TILE OF LESS THAN 12' WIDTH NEED TO BE USED, DO NOT INTERRUPT PATTERN THROUGH OPENINGS. iiI. NO STAGGERED JOINTS WILL BE PERMITTED. Iv. JOINT WIDTH: 1/16 INCH. v. JOINTS IN THE TILE SHALL ALIGN BOTH DIRECTIONS. vt. FILE EDGES OF CUT TILE SMOOTH AND EVEN. f) THIN SET METHOD, FLOORS AND WALLS: i. MIX MORTAR IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 00 NOT ADD WATER TO LATEX MIXES. ii. APPLY MORTAR WITH SQUARE NOTCHED TROWEL USING SCRAPING MOTION TO WORK MATERIAL INTO GOOD CONTRACT W/ SURFACE TO BE COVERED. MAINTAIN 100% COVERAGE ON BACK OF TILE AND FULLY BED ALL COMERS. RE -CUT TROWEL NOTCH DEPTH OR REPLACE WITH NEW TROWEL WHEN NOTCHES ARE WORN BEYOND ABILITY TO PERFORM AS SPECIFIED. III. DO NOT SOAK TILE BEFORE INSTALLATION, BEFORE INSTALLING INSTALLING, WIPE BACKSIDES OF TILE WITH A DAMP CLOTH TO REMOVE ANY RESIDUE OR DUST LEFT OVER FROM MANUFACTURING PROCESS. iv. USING FAT EDGE OF TROWEL, SPREAD IN A THIN PRESSURE- APPLIED COAT OF MORTAR TO THE SUBSTRATE DOUBLING- OVER IMMEDIATELY WITH A NOTCH TRO1UEL APPLIED COAT. V. APPLY ONLY AS MUCH MORTAR AS CAN BE COVERED WITHIN ALLOWABLE WINDOWS AS RECOMMENDED BY MORTAR MANUFACTURER AND NOT MORE THAN 15 TO 20 MINUTES. WHILE MORTAR IS STILL FRESH MD BEFORE SKINNING OCCURS, PLACE TILES FIRMLY IN POSITION WIN A SLIGHT TWISTING MOTION TO PROMOTE GOOD CONTACT WIN THE MORTAR IF SKINNING OCCURS, SCRAPE -OFF SKINNED MORTAR AND REPLACE W/ FRESH MORTAR vi. SET TILES IN PLACE AND RUB OR BEAT WITH SMALL BEATING BLOCK TO ASSURE AT LEAST 25 PERCENT OF TILE DURING INSTALLATION IN ORDER TO VERIFY THAT SUFFICIENT MORTAR CONTACT IS BEING MAINTAINED, TO PREVENT THE LEAVING NOT HOLLOW CORNERS OR EDGES_ vii. MAKE ALIGNMENTS AND ADJUSTMENTS IMMEDIATELY, WITHIN 30 -40 MIN. VIII. BEAT OR RAP TILE TO ENSURE PROPER BOND AND ALSO TO LEVEL SURFACE OF TILE UNTIL A COMPLETE EVEN, TRUE SURFACE IS ACHIEVED, FREE FROM SLIPPAGE, HOLES, VOIDS, AND WAVES. ix. ALIGN TILE TO SNOW UNIFORM JOINTS AND ALLOW TO SET FIRM. x. CLEAN EXCESS MORTAR FROM SURFACE OF TILE WHILE MORTAR IS FRESH. g) GROUTING: I. ALLOW TILE TO SET A MINIMUM OF 3 HOURS BEFORE GROUTING WHERE FAST- SYSTEM IS USED AND 24 HOURS WHERE NORMAL SET SYSTEM IS USED. ii. MIX GROUT IN STRICT ACCORDANCE WITH GROUT MANUFACTURER'S II. RECOMMENDATIONS. tit. INSTALL IN ACCORDANCE WITH GROUT MANUFACTURER'S RECOMMENDATIONS AND ANSI A108.10. iv. TO AID IN SPREADING OF GROUT, SLIGHTLY MOISTEN TOP SURFACE OF TILE W/ A DAMP SPONGE JUST PRIOR TO APPLICATION. v. PACK JOINTS WITH A RIGID FLOAT, FULL AND FREE BEFORE MORTAR TAKES INITIAL SET. Vi. REMOVED EXCESS MORTAR FROM SURFACE, MOVING 11-1E FLOAT DIAGONALLY ACROSS THE JOINTS WHILE MORTAR IS STILL FRESH. LEAVE GROUT FLUSH WITH TILE EDGES. vii. ALLOW GROUT TO FIRM UP WITH JOINTS SUFFICIENTLY TO AVOID DAMAGING GROUT SURFACE. viii_ USING A DAMP TOWEL OR PAD OF CHEESECLOTH, CLEAN TILE SURFACES B7 WORKING IN A DIAGONAL MOTION. USE TWO BUCKETS OF CLEANING WATER, ON FOR RINSING THE MAJORITY OF THE GROUT RESIDUE FROM THE CLEANING CLOTH AND ONE FOR MOISTENING THE THE CLOTH IN CLEAN WATER CHANGE WATER BUCKETS FREQUENTLY TO PREVENT DEVELOPMENT OF A HAZE ON THE DRY TILES. AVOID EXCESSIVE GROUT 1 -2 HOURS AFTER CLEANING, USING A DRY CLOTH. ix. RE -BUFF TILE AND GROUT 1 -2 HOURS AFTER CLEANING, USING A DRY CLOTH TO REMOVE THE REMAINING SURFACE WATER OR GROUT RESIDUE. h) CONTROL JOINTS AND OTHER SEALANT USAGE: I. LOCATE EXPANSION JOINTS AND OTHER SEALANTS FILLED JOINTS, INCLUDING CONTROL, CONTRACTION, AND ISOLATION JOINTS WHERE INDICATED, AND TO COMPLY WITH SPACING AND LOCATION RECOMMENDATIONS IN TCA 'HANDBOOK FOR CERAMIC TILE INSTALLATION', AND APPROVED BY ARCHITECT. ii. KEEP EXPANSION AND CONTROL JOINTS FREE OF MORTAR 4 GROUT. PROVIDE PRE - FORMED CONTROL JOINTS AS THE PRIMARY CONTROL JOINT WITHIN TILE AREAS AND DIRECTLY OVER COLD JOINTS, CONTROL JOINTS, EXPANSION JOINTS, AND CHANGES IN MATERIALS IN THE SUPPORTING SUBSTRATES A5 OTHERWISE RECOMMENDED BY TCA EJ 111 EXPANSION JOINT REQUIREMENTS. III. PROVIDE FIELD INSTALLED SEALANT WHERE TILES ABOUT RESTRAINING JOINTS WITH SELF - LEVELING ELASTOMERIC URBS, COLUMNS, AND BACKING MATERIALS SPECIFIED IN ACCORDANCE WITH ANSI AND TCA RECOMMENDATIONS. iv. INSTALL CONTROL JOINTS AT SPACING AS INDICATING ON THE DRAWINGS, BUT IN NO CASE LESS THAN THE SPACING RECOMMENDED BY REFERENCED STANDARDS_ i) INSTALLATION TOLERANCE OF TILE WORK: I. LEVELNESS BETWEEN UNITS: INSTALL CERAMIC TILE WORK SO THAT FACES AND EDGES OF INDIVIDUAL UNITS ARE FLUSHED AND LEVEL WITH FACES AND EDGES OF ADJACENT TILE. DO NOT EXPOSE EDGE EXCEPT WHERE FINISHED EDGE IS INDICATED. ii. VARIATION FROM FLAT - FLOORS: DO NOT EXCEED 1/32 INCH FROM FACE AND EDGES OF INDIVIDUAL TO FACES AND EDGES OF ADJACENT TILES. FINISHED FLOOR SURFACES SHALL BE FLAT WITHIN 1/4 INCH IN TEN FEET, NON - CUMULATIVE IN ALL DIRECTIONS. iii. JOINT WIDTHS SHALL VARY NO MORE THAN PLUS OR MINUS 1/2 OF THE SPECIFIED JOINT WIDTH. (I/32'- 3/32'). j) REPAIRS AND CLEANING: i. REPLACE DAMAGED TILES, WHICH ARE BROKEN CHIPPED, STAINS, DO NOT MATCH ADJOINING TILES, OR ARE OTHERWISE DAMAGED. USE REPLACEMENT. RE -POINT DEFECTIVE GROUT AND GROUT NEEDED TO BE REMOVED AS PART IF TILES REPAIR/REPLACEMENT. RE -POINT DEFECTIVE GROUT NEEDED TO BE REMOVED AS PART OF TILE REPAIRS. LEAVE IN A NEAT, UNIFORM APPEARANCE. it. REMOVED AND REPLACE WORK OF THE FOLLOWING DESCRIPTION: a) BROKEN, CHIPPED, STAINED, OR OTHERWISE DAMAGED WORK. b) DEFECTIVE JOINTS. c) TILES AND JOINTS NOT MATCHING APPROVED SAMPLES AND FIELD-CONTRUCTED MOCK -UPS. d) WORK NOT COMPLYING W/ OTHER REQUIREMENTS INDICATED. iii. CLEAN EXCESS MORTAR FROM SURFACE WITH WATER AS WORK PROCESSES. PERFORM CLEANING WHILE MORTAR IS FRESH AND BEFORE IT HARDEN ON SURFACES. iv. SPONGE AND WASH TILE DIAGONALLY ACROSS JOINTS. POLISH WITH CLEAN DRY CLOTH. v. REMOVE GROUT HAZE FOLLOWING RECOMMENDATION OF GROUT MANUFACTURER DO NOT USE ACIDS FOR CLEANING WITHOUT PRIOR APPROVAL. vi. REMOVED EXCESS SEALANT BY USING A MODERATE AMOUNT OF MINERAL SPIRITS OR OTHER SOLVENT ACCEPTABLE TO SEALANT MANUFACTURER. vii. PERFORM FINAL CLEANING AS RECOMMENDED BY TILE AND GROUT MANUFACTURERS. DO NOT USE WIRE BRUSHES, ACIDIC TYPE CLEANERS OF OTHER CLEANING COMPOUND WITH HARSH FILLER viii. CLEAN AND REPAIR SURFACES SOILED OR OTHERWISE DAMAGES IN CONNECTION WITH THE WORK PAY COST OR REPLACING FINISHES OR MATERIALS THAT CANNOT BE SATISFACTORILY CLEANED OR WHICH HAVE BEEN DAMAGED BY IMPROPER CLEANING MATERIAL AND TECHNIQUES. 3. VINYL COMPOSITION LILE SINYL BASE: a. 1/5' X 12' X 12' VINYL RESILIENT TILES WITH 4' (OR 6') HIGH X 1/5' THICK, TOP -SET, STRAIGHT VINYL BASE AT CARPET AND COVE AT VINYL TILE. (PRE FORMED CORNERS ARE REQUIRED). SEE FINISH SCHEDULE FOR SPECIFIED MATERIALS. b. FILL ALL CRACKS, JOINTS, ETC. IN SUB -FLOOR WITH CRACK FILLER APPROVED BY FLOORING MANUFACTURER INSTALL ALL MATERIALS WITH WATERPROOF TYPE ADHESIVES AS RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIALS AND SURFACE INVOLVED. c. 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. 4. FORGO MAR'1OLEUM: a. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE. b. ACCLAMATION PERIOD - MATERIAL MUST ACCLIMATE TO SITE FOR A MINIMUM OF 45 HOURS PRIOR TO INSTALLATION. STAND ROLLS STRAIGHT UP AND DOWN. c. FLOOR PREP - REMOVE OLD ADHESIVES AND GYPSUM BASED PATCHING COMPOUNDS, WITH SURFACE GRINDERS AND SCARIFIERS. d_ SKIM COAT ENTIRE FLOOR WITH 3 COATS OF ARDEX, SANDING IN BETWEEN EACH GOAT ACHIEVING A FINAL THICKNESS OF 1 /5'_ e. ADHESIVE - USE ONLY PROVIDED L9I0 ADHESIVE TO GLUE PRODUCT. MOISTURE MUST BE BELOW 5.0LBS EMISSIONS. f. THAT NOT BEEN INSTALLED FOR 2D4 IT 15 NOT NOT LAY MA7ERIA RAND WELpMWITHIN17HE SAME DAY. g. FLOOR PROTECTION - SUPPLY AND INSTALL ROSEN PAPER COVERED BY 1 /5' MASONITE BOARDS OVER ENTIRE FLOOR TAPING ALL SEAMS. F - WALLS: I. VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS. BRING ANY DEVIATIONS TO THE ATTENTION OF THE TENANTS 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 ERRORS 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 OF OCCUPANCY. 5. UPON COMPLETION OF THE WORK, PROVIDE AND INSTALL A P.V.C. TUBE AS SPECIFIED IN THE PLANS WITH A COMPLETE COPY OF THE AS -BUILT CONSTRUCTION DOCUMENTS. 6. SEE RESPONSIBILITY SCHEDULE TO CLARIFY RESPONSIBILITIES FOR SPECIFIED WORK 1. UPON COMPLETION OF JOB, GENERAL CONTRACTOR TO LEAVE BEHIND AT LEAST (I) CASE OF CEILING 4 FLOOR TILE IF APPLICABLE. I. MINIMUM 3000 P5I CONCRETE FILLER AND PATCHING WHERE EXISTING SLAB HAS BEEN REMOVED FOR UNDER SLAB CONDUITS, PLUMBING, ETC. B - CONCRETE SLAB: I. PROVIDE AND INSTALL ALL GYPSUM DRYWALL SYSTEMS COMPLETE WITH PARTITION FRAMING. CEILING SUSPENSION SYSTEMS, AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON THE DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER THE MFR'S SPECIFICATIONS AND RECOMMENDATIONS. 2. GYPSUM DRYWALL: U.S. GYPSUM OR GOLD BOND 5/8' THICK FIRE CODE SHEET ROCK (TYPE 'X') PANELS OF STANDARD QUALITY OR APPROVED EQUAL. NOTE: USE OF OVERSEAS MANUFACTURED GYPSUM BOARD IS STRICTLY PROHIBITED. 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 - DRYWALL CEILING SUSPENSION: I. INSTALL MINIMUM 3000 PSI CONCRETE WITH 6' X 6' - WI.4 X W1.4 W.WF. AT MID LEVEL OVER 6 MIL. VAPOR BARRIER (AT SLAB ON GRADE CONDITIONS OR ADHERE TO LOCAL CODE REQUIREMENTS). INSTALL CONTROL JOINTS AT MAX. 200 S.F. DIVISION IV MASONRY 1. GYPSUM BOARD CEILINGS a. SUSPENSION SYSTEM SHALL BE EITHER METAL FURRING CHANNELS SUSPENDED FROM TRIPLE - STRANDED WIRE PER USG'S GYPSUM BOARD CONSTRUCTION HAND -BOOK, OR BY USING USG'S DRYWALL SUSPENSION SYSTEM INSTALLED PER MANUFACTURER'S INSTRUCTIONS. b. SUSPENSION SYSTEMS MUST BE SUPPORTED FOR STRUCTURAL FRAMING ABOVE SUPPORTS FROM FRAMING SHALL NOT BE ATTACHED TO DUCTWORK, ELECTRICAL CONDUIT OR SPRINKLER PIPING. c. SUSPENSION SYSTEMS MUST BE ABLE TO SUPPORT ATTACHED GYPSUM BOARD, LIGHT FIXTURES, HVAC DIFFUSERS, 4 ACCESS PANELS. PROVIDE 4 COMER SUPPORT AT ALL ACCESS PANEL LOCATIONS. C - CEILING SYSTEMS: NO WORK IS ANTICIPATED UNDER THIS 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 SHALL BE COORDINATED WITH LANDLORDS REPRESENTATIVE. 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, PLUMING, AND FIRE PROTECTION. A - COORDINATION: DIVISION V METALS A - METAL STUDS: I. FURNISH AND INSTALL CEILING SYSTEMS COMPLETE WITH SUSPENSION SYSTEM AND RELATED ACCESSORIES AS SHOWN ON DRAWINGS AND AS SPECIFIED. 2. ALL LIGHT GAUGE METAL FRAMING AND CEILING SUSPENSION COMPONENTS FOR SOFFITS, GYPSUM BOARD AND LAY -IN CEILINGS SHALL BE ANCHORED TO NE STRUCTURAL JOISTS AND BEAMS ONLY_ NE GENERAL CONTRACTOR IS 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 NE MANUFACTURERS RECOMMENDATIONS AND ALL APPLICABLE BUILDING CODE REQUIREMENTS. FINISH CEILING SHALL BE LEVEL WITH JOINTS, SNUG AND SQUARE, AND IN PERFECT CONDITION. 5. 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 PLANS SHALL BE I HOUR RATED AND SHALL CONSIST OF CLASS 'A' TILES WITH SUSPENSION GRID, HARDWARE, CLIPS, ETC. NECESSARY TO ACHIEVE RATING. p - PAINTING, FINISHING, AND WALL COVERING: I. OBTAIN A COPY OF THE TENANT CONTRACTOR GUIDELINES HANDBOOK AND COMPLY WIN THE REQUIREMENTS- NOTE IN PARTICULAR THE INSURANCE REQUIREMENTS, MALL CONSTRUCTION PROCEDURES, UTILITY LOCATIONS, TEMPORARY REQUIREMENTS, MALL CONSTRUCTION PROCEDURES, TEMPORARY BARRICADE WALLS, CONSTRUCTION MATERIALS, HAUL OFF, AND PERMIT INFORMATION. 2. COORDINATE WORK WITH THE WORK OF OTHER TRADES, THE LANDLORD'S FORCES, AND GENERAL CONTRACTOR, TO AVOID CONFLICTS AND EXPEDITE THE COMPLETION OF NE PROJECT. 3. NO WORK SHALL COMMENCE WITHOUT CONSENT OF THE LANDLORD. , - QUALITY OF WORK: L MINIMUM GAUGE OF STUDS SHALL BE DETERMINED BY CHART ON DRAWING AI.I FOR NON -SALES WALLS, AT STOREFRONT OR WALLS WITH DECKS ABOVE. 2. STUD SPACING SHALL BE 16 O.C. 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. AS SHOWN IN THE PLANS AND DETAILS. C - CORNER GUARDS: ALL WORK SHALL BE PERFORMED IN A SAFE AND WORKMAN LIKE MANNER IN ACCORDANCE WITH ACCEPTED CONSTRUCTION STANDARDS AND O.S.14.A. REQUIREMENTS. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE PLANS UNLESS A VARIANCE IS APPROVED BY THE TENANT AND ALL AUTHORITIES HAVING JURISDICTION. ALL EQUIPMENT 4 MATERIALS UNDER NE CONTRACT ARE TO BE NEW UNLESS OTHERWISE SPECIFIED IN THE PLANS. G - CODE COMPLIANCE: 1. PROVIDE AND INSTALL METAL CORNER GUARDS AT ALL OUTSIDE COMERS IN NON -SALES AREA (2' x 2' x 12'). D - REVEALS: _ L INSTALL METAL REVEALS SIZE 4 LENGTH AS MAY BE INDICATED ON THE PLANS. BLOCKING OR BACKING AS REQUIRED TO SECURE SHALL BE PROVIDED. 2. PAINT OR FINISH PER PLANS. - EXPANSION JOINTS - INSTALL AS PER PLANS AND MFR'S RECOMMENDATIONS: IT IS THE RESPONSIBILITY OF NE CONTRACTOR TO MAKE CERTAIN THAT ALL WORK IS IN COMPLIANCE WIN ALL CODES, ORDINANCES, AND REGULATIONS OF ALL PUBLIC AUTHORITIES HAYING JURISDICTION ( Er - NE.C., ETC.). D - DIMENSIONS: I. PROVIDE A SATISFACTORY FINISH THROUGHOUT, UNLESS SPECIFICALLY DIRECTED OTHERWISE IN NE DRAWINGS, COVER ALL SURFACES THOROUGHLY AND EVENLY. IF THE 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 NE PAINT AND RELATED MATERIALS SPECIFIED. 3. PREPARE BY CLEANING 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 SHADE OF THE FINAL COAT. TOUCH UP ALL SUCTION SPOTS OR Not 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 COATS. FOLLOW MFR.'S RECOMMENDATIONS FOR RE -COAT TIME SEAL ALL DRYWALL SURFACES BEHIND MIRRORS AND BUILT -IN COMPONENTS. ALL PAINTED DRYWALL SURFACES MUST OBTAIN A LEVEL 4 FINISH. 5. 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. 8. PAINT ALL RADIATION COVERINGS, 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 OF RUNS, SAGS, AND DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. 10. WALL COVERINGS: REFER TO THE FINISH SCHEDULE AND FINISHES AS 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 AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC SURFACES_ d. LEAVE FINISHED INSTALLATION FREE OF BLISTERS, WRINKLES OR OTHER DEFECTS. ALL SEAMS SHALL BE TIGHTLY CLOSED. MATCH ADJACENT STRIPS AS REQ'D, CONSISTENT WITH PATTERN SELECTED. e. IF CLEANING IS REQUIRED, USE ONLY MATERIALS AND METHOD RECOMMENDED BY THE MANUFACTURER f. UNROLL AND CHECK WALL COVERING FOR DEFECTS IMMEDIATELY UPON DELIVERY. DO NOT HANG DEFECTIVE WALL COVERING. ALERT TENANT'S PROJECT CONSTRUCTION g MANAGER OF DEFECTIVE MATERIAL 4 COORDINATE APPROPRIATE ACTION. E - FLOORING 1. USG 093 FOR CEILINGS AND WALLS, AS MAY BE INDICATED IN THE DRAWINGS. 2. 100 OR 200 SERIES AS REQUIRED FOR APPLICATION (OPTIONAL I' DEPTH) WITH ELASTOMERIC FILLER TO MATCH FINISH AS MANUFACTURED BY CONSPEC SYSTEMS INC., MUNGY, PA 1111) 546 -5941, 1800) 899 -5493. F - UNISTRUT SPACE FRAME GRID SYSTEM AS REQUIRED FOR LIGHTING, TV MONITORS, CEILING 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 CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND ACTUAL JOB CONDITIONS BEFORE COMMENCING THE WORK. ALL ANGLES TO BE 90 OR 45 DEGREES, UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DOCUMENTS. E - SHOP DRAWINGS: ACCESSORIES OR MECHANICAL SYSTEMS SUSPENSION: I. PROVIDE AND INSTALL PER MANUFACTURES SPECIFICATIONS WITH ALL ACCESSORIES REQUIRED FOR A COMPLETE JOB. 2. SUPPORT WITH THREADED RODS AND NUTS FROM STRUCTURE AS REQUIRED OR DETAILED. 3. CONTACT UNISTRUT SPACE FRAME SYSTEMS AT (630)113 -3460. I. SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH CONTRACTOR REQUIRES, PLUS TWO COPIES, TO THE TENANT'S PROJECT CONSTRUCTION MANAGER FOR APPROVAL. 2. SUBMITTALS MUST BE SCHEDULED SO AS NOT TO IMPEDE THE PROGRESS OF THE WORK 3. MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS, AND OTHER DATA SUPPLEMENT MANUFACTURER'S STANDARD DATA TO PROVIDE INFORMATION SPECIFIC TO THIS WORK 4. INDICATE SPECIAL UTILITY AND ELECTRICAL CHARACTERISTICS, UTILITY CONNECTION REQUIREMENTS, AND LOCATION OF UTILITY OUTLETS FOR SERVICE FOR FUNCTIONAL EQUIPMENT AND APPLIANCES- 5. IDENTIFY VARIATIONS FROM CONTRACT DOCUMENTS AND PRODUCT OR SYSTEM LIMITATIONS WHICH MAY AFFECT THE CONSTRUCTION PROGRESS. 6. DIRECT ALL SUBMITTALS TO THE TENANT'S PROJECT CONSTRUCTION MANAGER F - GUARANTEE: DIVISION VI WOOD & PLASTICS ,6, - CARPENTRY 4 BLOCKING: BEFORE USING WOOD FRAMING OR BLOCKING OF ANY TYPE, CONFIRM CODE RESTRICTIONS. IF USE OF WOOD IS PERMITTED BY REQUIREMENTS, ADHERE TO THE FOLLOWING GUIDELINES: I. USE NEW LUMBER BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER WHICH IT WAS PRODUCED. ALL MATERIALS SHOULD HAVE FACTORY EDGES AND COMERS. 2. LAYOUT, CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK INSTALL BLOCKING, HAILERS, FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS REQUIRED. BRACE, PLUMB AND LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY SECURE IN PLACE WITH SUFFICIENT 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 OR NEW WOOD SHALL BE FIRE RETARDANT AND MUST BE IDENTIFIED WITH A UL LABEL CERTIFYING THIS CLASSIFICATION. B - MILLWORK: 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. G - SUPERVISION: PROVIDE A FULL TIME, QUALIFIED SUPERVISOR ON THE JOB 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 - BUSINESS HOUR WORK H - UTILITIES: ARRANGE AND PAY FOR ALL TEMPORARY UTILITIES. FOOTLOCKER INC MANAGEMENT DEPARTMENT WILL ESTABLISH OR TRANSFER SERVICE UNDER THE FOOTLOCKER INC NAME UPON COMPLETION OF CONSTRUCTION AND TURNOVER FOR MERCHANDISING. I - TELEPHONE: I. RECEIVE AND INSTALL ALL PRE- FINISHED MILLWORK AND CABINETS, FIXTURES, PANELING, DOORS AND FRAMES, ETC., AS SHOWN ON DUGS. OR AS 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. 5_ ALL FIXTURES ARE TO PROFESSIONALLY CLEANED 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. J - TRASH REMOVAL: I. SATIN FINISH EPDXY COATING: a. SURFACE PREPARATION I. ALL VISIBLE OIL, GREASE, GLUES AND ADHESIVES AND ANY OTHER CONTAMINANTS SHALL BE REMOVED PRIOR TO ANY ABRASIVE SURFACE PREPARATION, ACID ETCHING AND WATER WASHING. ii. SURFACE SHALL BE CURED, DRY AND FREE FROM ALKALI STAIN AND LAITANCE. iii. PREPARE SURFACES IN ACCORDANCE WITH SSPC -SP1 BRUSH -OFF BLAST CLEANING. ALL HOLES IN SLAB MUST BE FILLED WITH A 'PORTLAND CEMENTITOUS MATERIAL'. b. FINAL WASH i. AFTER ALL CONTAMINANTS HAVE BEEN REMOVED AND ALL HOLES HAVE BEEN FILLED AS FINAL WASH IS BEST ACCOMPLISHED WITH A SLOW SPEED FLOOR MACHINE WITH A SYNTHETIC SCRUB BRUSH ATTACHMENT, WATER AND KEMIKO NEUTRA CLEAN. USE A WET VACUUM TO REMOVE WATER AND DEBRIS. REPEAT IF NECESSARY, A FINAL RINSE IS REQUIRED TO INSURE THE REMOVAL_ OF ALL DEBRIS. ALLOW FLOOR TO DRY COMPLETELY BEFORE SEALING. C. MIXING I. MIX PART A COMPONENT UNTIL A HOMOGENEOUS MIXTURE IS OBTAINED. POUR PART B INTO PART A AND MIX USING A MECHANICAL JIFFY MIXER FOR 2 -3 MINUTES AT LOW SPEED. AVOID MIXING AIR INTO THE MIXTURE. ii. POUR MIXED MATERIAL INTO A CLEAN CONTAINER AND RE- MIXING INSURES A COMPLETE REACTION OF EPDXY COATING. ALLOW A MINIMUM OF 3 MINUTES INDUCTION TIME PRIOR TO APPLICATION. d. APPLICATION I. APPLICATION MANUFACTURER'S INSTRUCTIONS FOR COVERAGE AND APPLICATION. ti. APPLICATION OF THE EPDXY COATING MUST OCCUR WITHIN THE TEMPERATURE AND HUMIDITY GUIDELINES AS SET FORTH BY THE MANUFACTURER 2. PORCELAIN TILE a. TILE INSTALLATION GENERAL I. INSTALL CERAMIC TILE IN ACCORDANCE WITH ANTI/TCA AI31.I, A108, TCA INSTALLATION SPECIFICATIONS FOR SUBSTRATE ENCOUNTERED. ALSO COMPLY WITH INSTRUCTIONS OF MANUFACTURER OF SETTING AND GROUTING MATERIALS AND THESE SPECIFICATIONS WHERE MORE STRINGENT THAN REQUIREMENTS OF THE STANDARDS LISTED. it. CUT AND FIT TILE TIGHT TO PROTRUSIONS AND VERTICAL INTERRUPTIONS. FROM CORNERS AND BASES NEATLY. FIT TILES CLOSELY TO OUTLETS, PIPING, AND OTHER PENETRATIONS SO THAT PLATES, COLLARS, AND COVERS OVERLAP ON TILE, EXTEND TILE INTO RECESSES 4 UNDER OR BEHIND EQUIPMENT AND FIXTURES TO FORM COMPLETE COVERING WITHOUT INTERRUPTIONS, EXCEPT AS OTHERWISE INDICATED. TERMINATE WORK NEATLY AT OBSTRUCTIONS, EDGES, AND CORNERS WITHOUT DISRUPTING PATTERN OR JOINT ALIGNMENTS. Iii. INTERSECTIONS 4 RETURNS: ACCURATELY FORM INTERSECTIONS AND RETURNS. PERFORM CUTTING AND DRILLING OF TRIM, FINISH OR BUILT -IN ITEMS FOR STRAIGHT ALIGNED JOINTS. Iv. WORK TILE JOINTS UNIFORM IN WIDTH, SUBJECT TO VARIANCE IN TOLERANCE ALLOWED IN TILE SIZE AND AS NOTED HEREIN. MAKE JOINTS WITHOUT VOIDS, EXCESS MORTAR, OR GROUT. v. PREPARE SURFACE, FIT, SET, BOND, AND GROUT AND CLEAN IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF ANSI STANDARDS AND TILE COUNCIL OF AMERICA: a) FLOORS: THIN- SET: TCA FI13. b) EXAMINATION 1. VERIFY THAT AREAS TO RECEIVE TILE INSTALLED BY THIN BED METHOD ARE TRUE WITHIN: a) HORIZONTAL SURFACES: FLAT WITHIN 1/4 INCH IN 10' -0' NON - CUMULATIVE, IN ALL DIRECTIONS. b) VERTICAL SURFACES: FLAT WITHIN I/S INCH IN 8' -0' NON - CUMULATIVE, IN ALL DIRECTIONS. c) SURFACE PITCHED TO DRAINS WHERE REQUIRED. ti. EXAMINE SUBSTRATES FOR CONDITIONS, WHICH WOULD ADVERSELY AFFECT EXECUTION. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. iii. PREPARE SURFACES IN STRICT ACCORDANCE WITH SETTING MATERIAL MANUFACTURER'S INSTRUCTIONS. PRIME SUBSTRATES IF RECOMMENDED BY THE SETTING MATERIAL MANUFACTURER iv. CONDITION OF SURFACES TO RECEIVE TILE: a) SURFACE TO BE MORTAR AND SOIL. FIRM, DRY, CLEAN AND FREE OF OILY OR WAXY FILMS, b) ELIMINATE HIGH SPOTS IN EXISTING FLOOR TILE BY GRINDING, SELECTIVE DEMOLITION, OR OTHER APPROVED METHOD PRIOR TO SHOT BLASTING. c) MECHANICALLY ABRADE ALL CONCRETE SURFACES AND EXISTING TILE SURFACES TO RECEIVE TILE BY SHOT BLASTING AND VACUUM SUBSTRATE TO COMPLETELY REMOVE COMPOUNDS OR OTHER SUBSTANCES THAT WOULD INTERFERE WITH PROPER BOND OF SETTING MATERIALS. d) WET DOWN OR WASH DRY, DUSTY CONCRETE SURFACES AND REMOVE EXCESS WATER IMMEDIATELY PRIOR TO APPLICATION OF TILES. v_ SUBSTRATE PREPARATION AND LEVELING: USE LEVELING MATERIAL INDICATED, OR AS RECOMMENDED BY SETTING MATERIAL MANUFACTURERS TO FILL AND LEVEL SMALL CRACKS AND CHIPPED AREAS IN SUB -FLOOR c) SELF LEVELING UNDERLA7MENT: t. PROVIDE CEMENTIOUS BASED SELF - LEVELING UNDERLAYMENT TO CORRECT SUBSTRATE ELEVATIONS EXCEEDING SPECIFIED TOLERANCES. REFER TO SECTION 03542 FOR UNDERLAYMENT REQUIREMENTS. USE PRODUCTS ACCEPTABLE TO SETTING BED MANUFACTURER d) INSTALLATION: t. CRACK ISOLATION AND WATERPROOF MEMBRANE: a) PRIOR TO APPLICATION OF CRACK ISOLATION SHEET NOTIFY ARCHITECT AND OWNER'S REPRESENTATIVE IN WRITING OF ALL UNUSUAL OR SIGNIFICANT CRACKS OR THOSE OF DIMENSIONS GREATER THAN 1/32 INCH WIDE. b) INSTALL CRACK ISOLATION SHEET OVER EXISTING CRACKS, CONSTRUCTION JOINTS, AND CONTROL JOINTS WHICH DO NOT ALIGN WITH TILE CONTROL OR SOFT JOINTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL OF ALL TRASH, RUBBISH AND SURPLUS MATERIALS FROM THE JOB SITE. CLEAN UP AT TURNOVER: THE STORE IS TO BE PROFESSIONALLY CLEANED AND LEFT IN 'READY FOR SELLING' CONDITION. STOREFRONT, LIGHTS, STORE FIXTURES, ADJACENT NEUTRAL PIERS AND LANDLORDS' BULKHEAD ARE TO BE CLEANED OF ALL DUST, GLUE, GROUT, AND MISAPPLIED PAINT. REMOVE ALL PROTECTIVE COVERINGS AND ALL CONSTRUCTION MATERIALS AS DIRECTED BY THE PROJECT MANAGER HVAC FILTERS TO BE CHANGED FOLLOWING CLEANING. K - INDEMNIFICATION: DIVISION VII THERMAL & MOISTURE PROTECTION DIVISION X SPECIALTIES A - VAPOR BARRIER: A - PERIMETER WALL OUTRIGGER SYSTEM: PROVIDE AND INSTALL 6 MIL POLYETHYLENE 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. INSTALL PREFABRICATED/PREFINISHED PERIMETER WALL MERCHANDISING AND DISPLAY SYSTEM PER DRAWINGS. 2. PROVIDE IN -WALL BLOCKING AS NEEDED TO PROVIDE ADEQUATE SUPPORT. 3. INSTALL OVER FINISHED WALL SURFACE PER MANUFACTURER'S INSTRUCTION. B - LAVATORY ACCESSORIES: TO THE FULLEST EXTENT PERMITTED BY LAW, THE CONTRACTOR SHALL 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, LOSS OR EXPENSE IS 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. L - MISSING/DAMAGED FREIGHT: PROVIDE AND INSTALL EL, INC., ELASTOMERIC CRACK BRIDGING AS MANUFACTURED BY NATIONAL APPLIED CONSTRUCTION PRODUCTS, INC., P. BOX 1266 CUYAHOGA FALLS, OHIO 44223 PHONE 213 -928 -3414, OR APPROVED EQUAL. C - BATT INSULATION: 1. FURNISH AND INSTALL BATHROOM ACCESSORIES (SEE SCHEDULE): 'BOBRICK' OR EQUAL. 2. ACCESSIBLE ACCESSORIES - PROVIDE ALL HANDRAILS, FIXTURES, ETC. REQUIRED BY CODE. CONFIRM REQUIREMENTS PRIOR TO INSTALLATION. 3. INSTALL IN -WALL BLOCKING AS NEEDED TO PROVIDE ADEQUATE SUPPORT FOR ACCESSORIES. G - ACCESSORIES. 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. 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. PO NOT JUST NOTE '1 CARTON OR PALLET DAMAGED.' 3. AFTER THE PROBLEM IS 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 TIMES WHEN DAMAGE IS DISCOVERED ONLY UPON UNPACKING THE FREIGHT. IN ORDER TO RECEIVE PAYMENT IN SUCH CASE, THE TENANT MUST PROVE THAT THE FREIGHT WAS DELIVERED IN DAMAGED CONDITION. THEREFORE, Att 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 TENANT PURCHASING MANAGER OR PROJECT CONSTRUCTION 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. M - GENERAL CONTRACTOR'S MASTER AGREEMENT: PROVIDED AND INSTALL A (M) 30 MIL. (MIN) WATERPROOF MEMBRANE. EXTEND A MINIMUM OF 4' UP VERTICAL SURFACES IN TOILET RMS./OR AS REQUIRED BY LANDLORD. INSTALL AS PER . MANUFACTURERS SPECIFICATIONS. E - FIRESTOPPING: 1. INSTALL ALL TEMPORARY SIGNS AND BANNERS AS REQUIRED, BASED UPON INSTRUCTIONS OF TENANT'S PROJECT MANAGER D - AUDIONIDEO SYSTEMS: L PROVIDE AND INSTALL UL TESTED FIRESTOPPING ASSEMBLIES AS ARE APPLICABLE FOR EACH CONDITION ENCOUNTERED. IN THE ABSENCE OF TESTED ASSEMBLIES, PROVIDE FIRESTOPPING ASSEMBLIES AS 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. 1. REFER TO MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. E - STOCKROOM MOBILE /SHELVING SYSTEM: I. 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. DIVISION XI EQUIPMENT GENERAL CONTRACTOR SHALL ADHERE TO ALL ITEMS AS SET FORTH IN THE MASTER AGREEMENT BETWEEN THE GENERAL CONTRACTOR AND FOOT LOCKER, INC. THE WORK UNDER THIS SECTION IS TO BE INSTALLED ACCORDING TO SHOP DRAWINGS AND SPECIFICATIONS OF THE ASSOCIATED MANUFACTURER. REFER TO RESPONSIBILITY SCHEDULE ON G1.0 FOR PARTIAL LIST OF ITEMS. DIVISION VIII DOORS &WINDOWS DIVISION I I SITE CONSTRUCTION A - DOORS AND HARDWARE: 1. INSTALL ALL DOORS, FRAMES AND HARDWARE AND RELATED PARTS AND MATERIALS AS INDICATED ON THE DRAWINGS. 2. HOLLOW METAL FRAMES: KD. 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. B - STOREFRONT GLAZING: DIVISION X I I FURNISHINGS DEMOLITION: I. VISIT THE SITE PRIOR TO BID SUBMISSION AND VERIFY ALL EXISTING CONDITIONS (I E.: OVERALL DIMENSIONS, CONDITION OF CONCRETE SLAB, LOCATION OF SERVICES, STRUCTURE, CLEARANCES, ETC _) AGAINST THE PROPOSED WORK REPORT ANY DISCREPANCIES, OMISSIONS, OR OBSTRUCTIONS THAT WILL AFFECT THE LAYOUT OR DESIGN IMMEDIATELY TO THE TENANT'S PROJECT CONSTRUCTION MANAGER 2. ALL CONDITIONS AND DIMENSIONS SHOWN ARE FOR REFERENCE ONLY AND MUST BE FIELD VERIFIED. 3. UPON COMPLETION OF ALL DEMOLITION, ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED AGAIN FOR VARIANCES AGAINST THE PROPOSED WORK REPORT ANY DISCREPANCIES IMMEDIATELY TO THE TENANT'S PROJECT CONSTRUCTION MANAGER. 4. THIS PORTION OF THE WORK INCLUDES ALL LABOR, MATERIALS, AND SERVICES NECESSARY FOR AND REASONABLY INCIDENTAL TO COMPLETE ALL DISMANTLING, DEMOLITION, AND SALVAGE AS SHOWN AND NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. 5. PROTECT ALL AREAS NOT INCLUDED IN THE WORK. ANY DAMAGE THAT OCCURS AS A RESULT OF THE NO ALTERATIONS TO THE EE EXISTING STRUCTURAL MEMBERS ARE EXPENSE. 6. UNLESS SPECIFICALLY NOTED. 1. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR SCOPE OF NEW WORK S. MAINTAIN AND/ OR REPAIR ALL FIRE RATED ASSEMBLIES AND SEPARATIONS (PARTITION, FLOOR, CEILING, OR BETWEEN ADJACENT SPACE, ETC.-) REQUIRED BY CODE OR REGULATION. 9. DISCONNECTION OF SERVICES: a. EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WORK 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 10. ABANDONED ELECTRICAL WIRING: a. CONDUITS AND OTHER UTILITIES ENCOUNTERED IN THE PROGRESS OF THE DEMOLITION THAT ARE TO BE ABANDONED SHALL BE DISCONNECTED AND THE ENDS PLUGGED IN AN APPROVED MANNER ANY ABANDONED UTILITIES INTERFERING WITH WORK UNDER THIS CONTRACT SHALL BE REMOVED ONLY TO THE EXTENT THAT THEY INTERFERE WITH NEW CONSTRUCTION. II. SALVAGED MATERIALS AND EQUIPMENT: a. REFER TO THE PLANS FOR ITEMS TO BE SALVAGED. CONSULT WITH THE TENANT REPRESENTATIVE PRIOR TO THE DISPOSAL OF MATERIALS AND EQUIPMENT. b. PACKAGE, PROTECT, AND STORE SALVAGED ITEMS FOR FUTURE USE. 12. DISPOSAL OF NON - SALVAGED MATERIALS AND EQUIPMENT: a. ALL MATERIALS AND EQUIPMENT NOT SCHEDULED TO BE SALVAGED, INCLUDING DEBRIS, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN A LEGAL MANNER b. LOCATION OF DISPOSAL AREA AND LENGTH OF HAUL SHALL BE CONTRACTOR'S RESPONSIBILITY. RECEIVE, ASSEMBLE AND PLACE OFFICE, NON -SALES EQUIPMENT, AND DISPLAY FIXTURES, IN ADDITION TO SALES FLOOR FURNISHINGS AND FIXTURES.: REFER TO MANUFACTURER'S SHOP DRAWINGS AND SPECIFICATIONS. FOR SALES FLOOR PERIMETER WALL SET: (I) 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 +1- 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. 1. GLAZING, 1/2' THICK CLEAR TEMPERED GLASS (OR AS INDICATED ON DRAWINGS), POLISH ALL EXPOSED EDGES. 2. PROVIDE AND INSTALL GLAZING CLIPS OR BUTTONS AS REQ'D by LOCAL CODE. y 3. REFER TO DETAILS FOR GLAZING BASE AND HEAD CHANNELS. C - GLASS AND GLAZING: DIVISION XI I I SPECIAL CONSTRUCTION 1. MIRRORS SHALL BE I/4 CLEAR PLATE PROVIDED AND INSTALLED BY THE CONTRACTOR WITH CONTINUOUS CHROME J -CLIP, STYLMARK +'420068 OR EQUAL, TOP AND BOTTOM AND ADHESIVE RECOMMENDED BY MIRROR MANUFACTURER. SEAL ALL EDGES WITH CLEAR SILICON CAULK, ALL SIDES. D - ACCESS DOORS: NO ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WITH TENANT'S PROJECT CONSTRUCTION MANAGER. DIVISION XIV CONVEYING SYSTEMS 1. NELPLAS/KYDEX PANELS: G.C. TO REFER TO (BUT NOT LIMITED TO) THE FOLLOWING NOTES FOR PREPARATION, INSTALLATION 4 MAINTENANCE FOR THE NOT LIMITED TO) PANELS: a. G.G. t0 USE APPROVED MASTIC ADHESIVE. b. BOTH USPLAS PROTECTIVE WALL COVERING 4 ADHESIVE MUST ACCLIMATE FOR AT LEAST 24 HOURS PRIOR TO INSTALLATION. C. WALL SURFACES MUST BE FREE OF DIRT, GREASE, LOOSE PAINT 4 SCALE. REMOVE ANY /ALL PREEXISTING WALL COVERINGS. BEFORE APPLYING ADHESIVE, THE WALL SURFACE SHOULD BE WIPED WITH A CLEAN WET - DAMPENED RAG TO REMOVE ANY DUST OR DEBRIS. d. POROUS SUBSTRATE WALLS MUST BE PAINTED OR SEALED USING LATEX PRIMER BEFORE APPLYING MASTIC ADHESIVE. MASTIC ADHESIVE SHOULD BE APPLIED TO WALL SURFACE ONLY. e. ANY ADHESIVE RESIDUE SHOULD BE REMOVED IMMEDIATELY WHILE WALL COVERING IS BEING INSTALLED. 2. FIBERGLASS REINFORCED PANELS: a. PROVIDE AND INSTALL 1/5' FIBERGLASS REINFORCED PANELS ON SURFACES AS SHOWN ON PLANS. b. CONSULT FINISH SCHEDULE FOR MANUFACTURER'S COLOR AND NUMBER INSTALL PER MANUFACTURER'S RECOMMENDATION. 3. BACK WRAP FEATURE WALL: a. TENANT G.G. TO INSTALL VENDOR SUPPLIED BACK WRAP FEATURE WALL AS PER VENDOR SUPPLIED INSTRUCTIONS. L PROVIDE FLUSH TYPE METAL ACCESS DOORS MIN 16 X 20', OR AS SPECIFIED ON THE DRAWINGS, MANUFACTURED FROM * 14 GA. STEEL, COMPLETE W/ FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM a 16 GA STEEL, W/ ANCHORS. 2. INSTALL ACCESS DOORS WHERE NECESSARY TO PROVIDE ACCESS TO CONGEALED VALVES, AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION 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 CEILING -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: NO ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WITH TENANT'S PROJECT CONSTRUCTION MANAGER I__ pc, -5 RECEIVED APR 08 2011 PERMIT CENTER 1. INSTALLATION AND SUPPORT OF ROLL -UP GRILLE OR SECURITY GATE MUST COMPLY WITH LOCAL CODES. 2. REMOVE NON - STRUCTURAL OR NON -BASE BUILDING COMPONENT OBSTRUCTIONS THAT WILL HINDER INSTALLATION of GRILLE. COORDINATE DELIVERY AND INSTALLATION WITH INSTALLER 3. PROTECT GRILLE FROM DAMAGE BEFORE, DURING, AND AFTER INSTALLATION FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO® ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47G67 SHEET TITLE ARCHITECTURAL SPECIFICATIONS SHEET NO. G 1 • 1 CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47G67 SHEET TITLE ARCHITECTURAL SPECIFICATIONS SHEET NO. G 1 • 1 CCS PROTO RELEASE 2.0- 11/2010 DIVISION XV MECHANICAL DIVISION XV MECHANICAL (CONT.) DIVISION XV MECHANICAL (CONT.) DIVISION XVI ELECTRICAL DIVISION XVI ELECTRICAL (CONT.) SEC_ 15000 - MECHANICAL GENERAL PROVISIONS A - SLEEVES I. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES N THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR WHICH SHALL EXTEND 2' ABOVE THE FLOOR 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE 'RTv" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THE FIRE RATING OF THE FLOOR OR WALL. CONFORM TO U.L. ASSEMBLY RATING OF FLOOR OR WALL. 3. SLEEVES IN BEARING 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 BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. 4. DUCT SLEEVES SHALL BE A MINIMUM 14 GAUGE STEEL. B - HANGERS: I. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS, WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., AS NECESSARY FOR THE INSTALLATION OF THE WORK 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING OR DUCTWORK HANGING FROM THE METAL DECK IS NOT PERMITTED. HANGERS SHALL BE ATTACHED TO THE UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR SHALL INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, ACCESS DOORS AND OTHER EQUIPMENT SERVICE REQUIREMENTS AND /OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD'S CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL 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 C- ELECTRICAL MOTORS: I. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT. UNLESS THEY ARE FACTORY I ALL THE UNIT. ALL STARTERS AND EQUIPMENT. UNLESS WIRING AND SAFETY INSTALLED N SWITCHES AL E FOR SUCH MOTORS SHALL BE FURNISHED AND INSTALLED S THE ELECTRICAL SUBCONTRACTOR STARTERS SHALL MEET ALL REQUIREMENTS AS DEFINED IN THE ELECTRICAL DIVISION OF THE SPECIFICATIONS. 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF THE LATEST NEMA, ANSI, (SEE CONFORM TO FOR ELECTRICAL EQUIPMENT. ALL THE LATEST VOLTAGE CAL EQU P N PLUS MOTORS SHALL NEMA, SUITABLE FOR OPERATION FOR OPERATION MINUS 10 0, 40 DEGREES E VOLTAG HAVE A SERVICE FACTOR MINUS AMBIENT NOT %, 4S THAN 1.15. D- LOW VOLTAGE (24 VOLT) WIRING: I. THE CONTRACTOR SHALL INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR HIS EQUIPMENT. THIS WORK SHALL INCLUDE ALL TRANSFORMERS AND DEVICES TO MAKE A COMPLETE FUNCTIONAL SYSTEM. 2. ALL WORK SHALL CONFORM TO THE LATEST ADDITION OF NEC. AND TO DIVISION 16 ELECTRICAL SPECIFICATIONS. 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD SHALL 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: I. FACILITATE C IT STORE OF EXISTING WATER, GAS, WASTE, IN VENT, OR DRAINAGE LINES TO FACILITATE STORE DESIGN SHALL BE INCLUDED IN BID PROPOSAL. SEC. 15300 - SPRINKLER SYSTEMS A- SPRINKLER SYSTEM: 1. SUBMITTALS a. PROVIDE DATA ON SPRINKLERS, VALVES, AND SPECIALITIES, INCLUDING MANUFACTURER'S CATALOG INFORMATION. SUBMIT PERFORMANCE RATINGS, ROUGH -IN DETAILS, WEIGHTS, SUPPORT REQUIREMENTS, AND PIPING CONNECTIONS. b. SHOP DRAWINGS: 1) SUBMIT SHOP DRAWINGS OF FINISHED CEILING AREAS INDICATING ONLY • SPRINKLER LOCATIONS COORDINATED WITH CEILING INSTALLATION. 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 HAVING JURISDICTION (INCLUDING BUT NOT LIMITED TO THE FIRE MARSHALL AND LANDLORD) FOR APPROVAL. SEC. 15400 - PLUMBING ,4- PLUMBING EQUIPMENT: 1. REFER TO M SHEETS FOR EQUIPMENT AND FIXTURE SCHEDULES. B- GENERAL PIPING REQUIRMENTS: 1. GENERALLY, SANITARY AND POTABLE WATER TAPS SILL BE PROVIDED BY THE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND NOTIFY THE TENANT'S PROJECT CONSTRUCTION MANAGER IF CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR MUST VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR TO TIE IN AS FOLLOWS: a. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE. b. TEST WATER PRESSURE TO INSURE A 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, SIZED AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILING 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. C- PIPING: 1. SANITARY PIPING - NO PVC ALLOWED (STORM PIPING AS REQUIRED). a. WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT, CAST IRON SOIL b. JOINTS: VENT PIPING FLOOR FLOOR 2' OR COMPRESSION TYPE MAY LA TIC GALVANIZED (H B AND b. JOINTS: BELOW FLOOR SLAB - COMPRESSION TYPE PLASTIC SEAL (HUB AND SPIGOT). ABOVE FLOOR SLAB - NEOPRENE SEALING SLEEVE WITH STAINLESS STEEL SHIELD AND CLAMP WITH APPROVED NEOPRENE -BASED LUBRICANT, (HUSTLES) GALVANIZED VENT - SCREWED JOINTS WITH TEFLON TAPE ON MALE THREADS. c. PITCH WASTE LINES 2' AND SMALLER NOT LESS THAN I/4' PER FOOT. PITCH LARGER MAINS NOT LESS THAN E8' PER FOOT. d. 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_ CLEANOUTS SHALL NOT SE INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC PERMISSION BY 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). PROVIDE 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 1/2' ARMSTRONG 'ARMAFLEX' PIPING INSULATION OR TRUEBRO MODEL 102W 'HANOI LAV GUARD' INSULATION KIT. 2. CONDENSATE PIPING: a. CONDENSATE PIPING SHALL AND TYPE HT DRAWN COPPER TUBE WITH 95 -5 DIELECTRIC C SEPARATION SOLDERED JOINTS AND WROUGHT COPPER FITTINGS 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 GRADE: TYPE 'L' DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95 -5 TIN- ANTIMONY SOLDER 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 EVERY FIXTURE. PROVIDE ACCESS DOORS WHERE 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. PROVIDE FLEXIBLE INSERTS AT ALL PIPE PENETRATIONS THROUGH FRAMING TO 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 IS REQUIRED. b. LOW PRESSURE (14' W.C. AND BELOW) GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A -120, WITH MALLEABLE THREADED FITTINGS FOR 2' AND SMALLER, AND WITH WELDED JOINTS FOR 2 -1/2' AND LARGER MEDIUM PRESSURE (ABOVE 14" W.C.) SHALL HAVE WELDED JOINTS. c. PROVIDE A GAS 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 FEET. 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 PURGING OF GAS PIPING SHALL BE 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 BIDS. 5. INSULATION: a. INSULATE ALL WATER AND INTERIOR CONDENSATE PIPING WITH 1' THICK (K.023 fl 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 BY A 10' WATER COLUMN FOR TWO HOURS. ALL JOINTS SHALL SE 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 4 AIR CONDITIONING ,4 - HVAC EQUIPMENT I. PRIMARY HEATING=, VENTILATION AND AIR CONDITIONING UNITS: a. PRIMARY HEATING, VENTILATION, AND AIR CONDITIONING UNITS ARE SHALL 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 BE 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. BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST HAVE .4 CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. e. SECONDARY DRAIN PANS ARE REQUIRED TO BE 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 BE DIRECTED TO MOP SINK OR AS SPECIFIED ON PLANS. 2. VARIABLE AIR VOLUME BOXES (VAV): a. WHERE SHOWN ON DRAWINGS, PROVIDE VAV BOXES 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 SHALL BE PROVIDED BY THE CONTRACTOR. REFER TO PLANS FOR APPLICABILITY. 4. BASEBOARD, 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(S), BRONZE FITTED, PUMPS SHALL BE FURNISHED WITH BRONZE CASE WEARING RINGS, BRONZE SHAFT SLEEVE AND MECHANICAL SHAFT SEAL RATED FOR. PUMPS TO BE SO 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 DEVICES SHALL BE PROVIDED IN ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND STRUCTURE. b. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING DEVICES. 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. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, EQUIPMENT, ETC. e. CONSULT MANUFACTURER FOR APPLICATION DATA. 1. CURBS AND STEEL FRAMING FOR SUPPORT: a. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING REQUIRED TO INSTALL ALL HVAC EQUIPMENT AS DESCRIBED OR IMPLIED ON THE DRAWINGS. CURBS SHALL BE A MINIMUM OF 14" HIGH, OF THE SAME MANUFACTURER OF THE EQUIPMENT SUPPORTED. INSULATE UNDER THE COMPRESSOR SECTION TO PREVENT CONDENSATION. ALL CURBS MUST BE 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. NO 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 MAINS ARE TO BE RECTANGULAR UNLESS NOTES OTHERWISE. ALL DUCT BRANCHES 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 'HVAC DUCT CONSTRUCTION STANDARDS' OF THE 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). I) SUPPLY DUCTS: 2 INCHES WATER GAUGE, POSITIVE PRESSURE. 2) RETURN AND EXHAUST DUCTS: 2 INCHES WATER GAUGE, NEGATIVE PRESSURE. PRESSURE TEST DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE A SYSTEM THAT DOES NOT EXCEED 5% LEAKAGE OR LESS AS STATED BY PRESSURE CLASS RATINGS IN SMACNA STANDARDS. e. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/8' WIDE X 3/16' DEEP ON 12' CENTERS TO PREVENT VIBRATIONS. f. INSTALL DOUBLE THICKNESS TURNING VANES IN ALL RIGHT ANGLE ELBOWS_ g. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 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 CODES OR BY LANDLORD. h WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM I- 1/2'X1 -I/2' X1 /S' STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY ASSEMBLY FIRE RATING. I. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP CMC DUCT SEALER. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. J. 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 SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO INSTALLATION. LAY -IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS. m. FLEXIBLE CONNECTIONS: 1) FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS OR CASINGS. ALSO, PROVIDE FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION 2) FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE - COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. PRESSURE FLEXIBLE CONNECTION YTTEi IS TO BE RATED FOR THE OPERATING n. FIRE DAMPERS: 1) PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. DAMPERS SHALL BE DESIGNED FOR HORIZONTAL OR VERTICAL FLOW OF AIR AS REQUIRED. FIRE DAMPERS SHALL BE UL LABELED. 2) FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIRSTREAM AND A 1650E FUSIBLE LINK, TYPE A, AS MINIMUM. 3) PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER UL AND CODE REQUIREMENTS. 4) PROVIDE DUCT ACCESS DOORS IN AN ACCESSIBLE LOCATION FOR ALL FIRE DAMPERS. DOOR IS TO BE 20 GA GALVANIZED DOOR W/ QUICK - OPENING LATCH AND PIANO HINGE. o. FLEXIBLE AIR DUCT: 1) FLEXIBLE AIR DUCT SHALL BE 1' INSULATED CLASS I AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND BE INCLUDED AS SUCH IN THE BID. 2) FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH PRIOR APPROVAL 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 BRANCHES_ c1 DAMPERS: 1) PROVIDE 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 IS 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 BE HONEYWELL DAMPERS. r. DIFFUSERS, GRILLES AND REGISTERS: 1) PROVIDE DIFFUSERS GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE COMPLETE WITH DAMPERS FRAMES AND ALL ACCESSORIES. FINISH AS INDICATED. 2) INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED CEILING PLAN. 3) APPROVED MANUFACTURERS: TITUS IS SPECIFIED, EQUALS BY METALAIRE OR KRUEGER IS ACCEPTABLE. s. MEDIUM PRESSURE DUCT 1) WHERE DUCTWORK IS 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. t. DUCKWORK INSULATION: I) INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NAPA 90A. 2) DUCT SIZES SHOWN ON 'DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INSULATE SUPPLY AND RETURN AIR RECTANGULAR DUCTWORK WHERE SHOWN ON PLAN. DUCTWORK SHALL BE INTERNALLY INSULATED WITH 1' THICK, 1 -1/2 LB. DENSITY LINER (C.028 615•(). LINER SHALL 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 DUCT. ALL TRANSVERSE EDGES SHALL 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- I /2L13. DENSITY (R -5.6) DUCT WRAP WITH VAPOR BARRIER VAPOR BARRIER SHALL BE MAINTAINED THROUGHOUT DUCT SYSTEM. ALL JOINTS MUST BE TAPED SO THAT NO 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 THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES. u. SYSTEM CLEANOUTS I) DUCTWORK AND AIR HANDLING EQUIPMENT SHALL BE CLEANED OUT AND BLOWN OUT BEFORE PAINTING IS STARTED BY THE GENERAL CONTRACTOR. 2) FILTERS SHALL BE IN UNITS AT ANY TIME THE FANS ARE OPERATED. 9_ HYDRONIC PIPING: a. PROVIDE A COMPLETE HYDRONIC PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A HYDRONIC SYSTEM IS REQUIRED. b. HYDRONIC PIPING FOR CHILLED WATER AND /OR HEATING WATER AND /OR CONDENSER WATER SHALL BE ASTM A -120, SCHEDULE 40, ERW, BLACK STEEL PIPE WITH PLAIN ENDS. INSTALL STEEL PIPE WITH WELDED JOINTS WHERE PIPE IS 2 1/2' INCH OR LARGER. INSTALL STEEL PIPE WITH THREADED JOINTS AND FITTINGS OR INSTALL TYPE "K' ANNEALED TEMPERED COPPER TUBE WITH SILFOS JOINTS FOR 2 INCH AND SMALLER PIPE. PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR METALS. ALL PIPING SHALL BE IN STRICT CONFORMANCE WITH ASTM, ASA, AND LANDLORD'S REQUIREMENTS, WHICHEVER IS 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 HYDRONIC PIPING AND EQUIPMENT CONNECTED TO THE HVAC PIPING SYSTEM SHALL BE CLEANED AND FLUSHED. REMOVE, CLEAN, 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 THE LANDLORD'S SYSTEM UNLESS SPECIFICALLY INSTRUCTED TO DO SO FROM THE LANDLORD'S FIELD REPRESENTATIVE. e. PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM, CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION FROM 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: I) GATE VALVES, 2 -INCH AND SMALLER: CLASS 150, BODY AND UNION BONNET OF ASTM B 62 CAST BRONZE WITH THREADED OR SOLDER ENDS, INTEGRAL SEAT, RENEWABLE SOLID BRONZE WEDGE DISC, 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: CLASS 125 CAST IRON BODY, 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 HAVING THREADED OR SOLDERED ENDS. 4) SWING CHECK VALES, 2 -1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY AND BOLTED CAP, HORIZONTAL SWING, RENEWABLE BRONZE DISC, FLANGED ENDS AND CAPABLE OF BEING REFITTED WHILE VALVE REMAINS IN THE LINE. 5) COMBINATION BALANCING AND SHUT -OFF VALVES: BELL 4 GOSSETT CIRCUIT SETTER WITH LOCKING SETPOINT. A CIRCUIT SETTER BALANCE WHEEL MUST BE INCLUDED WITH 0 4 M MANUAL. 5) FLOW METER: BELL 4 GOSSETT THERMOFLO INDICATOR MODEL TFI. g. PIPING SPECIALTIES: I) PRESSURE/TEMPERATURE TEST PLUGS (PETE'S PLUG)- 1/4 -INCH NPT FITTINGS TO RECEIVE EITHER A TEMPERATURE OR PRESSURE PROBE, 1/5- INCH OD. FITTING AND CAPS SHALL BE BRASS WITH VALVE CORE OF NORDEL, RATED AT 400 PSIG, OF TO 200-F. 2) STRAINERS - 'Y' PATTERN STRAINERS, 125 PSIG, CAST IRON BODY WITH PERFORATED STAINLESS STEEL SCREEN, THREADED FOR 2 INCHES AND SMALLER, FLANGED FOR 2 -1/2 INCHES AND LARGER. SCREEN OPENING SIZE AT 0.033 INCH FOR HEATING AND I/S INCH FOR CHILLED OR CONDENSER WATER. PROVIDE WITH SLOWDOWN VALVE WITH HOSE END FITTING. 3) THERMOMETERS - 'LIGHTSTAT' MODEL Ti" lE -AVU, AUTOMATIC SETBACK, TWO STAGE HEAT, TWO STAGE COOLING THERMOSTAT. THERMOSTAT SHALL BE FULLY COMPATIBLE WITH HVAC UNIT USED FOR PROJECT. 4) MANUAL AIR VENTS - 1/5' COIN - OPERATED VENT. PROVIDE AN AIR CHAMBER CONSISTING OF A 3/4' NIPPLE AND BUSHINGS. h. GENERAL INSTALLATION: I) INSTALL WATER MAINS WITHOUT 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 TOWARD UNITS. BRANCHES TO UNITS ABOVE MAINS TO BE TAKEN FROM TOP OF MAINS AT A 45 DEGREE ANGLE PITCHED UPWARD TOWARDS UNITS. PITCH NOT LESS THAN 1" TO 10 FEET. 3) HANGERS SHALL BE SIZED AND INSTALLED FOR THE OUTSIDE DIAMETER OF THE INSULATED PIPE. INSTALL 6' LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND PIPE INSULATION. 4) HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE ELECTRICALLY 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 TO PROPERLY REMOVE ENTRAPPED AIR. i. INSULATION: 1) ALL HYDRONIC PIPING FOR CHILLED WATER AND /OR HEATING WATER, VALVES, FITTINGS, AND ACCESSORIES SHALL BE INSULATED. FOR PIPE SIZES UP TO 2 INCHES, INSULATE WITH 1 INCH THICK (K =023 6 15.F FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER FOR PIPE SIZES 2 -1/2 INCHES AND LARGER, INSULATE WITH 1 -1/2 INCH THICK (K =023 6 15.F) FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER 2) INSULATION AT ALL HANGERS FOR PIPING 2 -1/2 INCHES AND LARGER SHALL BE HARD AND NON - COMPRESSIBLE. 3) ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 TO CONFORM WITH THE REQUIREMENTS OF THE NFPA. 10. REFRIGERANT R PROVIDE A PIPING: 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 IS REQUIRED. L. MATERIALS: I) REFRIGERANT PIPING SHALL BE TYPE "L' DRAWN COPPER TUBING (ANTE BSS), WROUGHT COPPER OR CAST BRONZE FITTINGS (ANSI 81622), WITH SILFOS-S SOLDERED JOINTS. 2) SERVICE VALVES, CHARGING PORTS, FILTER - DRIER, SIGHT GLASS, AND A THERMOSTATIC EXPANSION VALVE (TXV) SHALL BE INSTALLED FOR EACH SYSTEM AS A MINIMUM. c. INSTALLATION: 1) SIZE LINES WITH ADEQUATE LIFT TRAPS AND DOUBLE SUCTION 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 PSIG. REDO LEAKING JOINTS AND RETEST UNTIL SYSTEM IS 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 4 BALANCING A - SYSTEM TESTING, ADJUSTING, AND BALANCING: 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT CONTRACTOR WHO IS CURRENTLY LICENSED ASSOCIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) BALANCING CONTRACTOR NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL BE MADE BY THE HVAC CONTRACTOR 2. THE HVAC 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 514EAVES, BELTS, PULLEYS, OR THE ADDITION OF DAMPERS REQUIRED TO ACHIEVE SPECIFIED FLOW RATES SHALL BE PERFORMED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL COST TO THE TENANT. 4. TI-4E BALANCE REPORT SHALL INCLUDE AS 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 OF ALL HVAC 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, 51-EAVE SIZES AND BELT SIZES. g OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. T. WATER TURF AND DATA URE READINGS GPM WITH INLET AND OUTLET TEMPERATURE AND PRESSURE READINGS (DHERE APPLICABLE). T_ MAKE AND MODEL NUMBERS ES ALL AIR DISTRIBUTION DIN RE U. 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 OF THE BALANCE REPORT SHALL BE SUBMITTED THROUGH THE GENERAL CONTRACTOR TO THE TENANT'S CONSTRUCTION MANAGER FOR APPROVAL. 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 THE OPERATION 4 MAINTENANCE MANUALS. B -FINAL HVAC INSPECTION: 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE TENANT SHALL HAVE THE RIGHT TO AN INDEPENDENT HVAC CONTRACTOR INSPECT THE FINISHED HVAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT HVAC CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS AT NO COST TO TENANT. SEC. 16050 -BASIC ELECTRICAL MATERIALS 4 METHODS A - WIRE DEVICES: I. COLOR OF WIRING DEVICES AND COVER PLATES SHALL BE SELECTED BY ARCHITECT (SEE PLAN NOTES FOR ADDITIONAL INFORMATION). a. RECEPTACLES SHALL BE 20 AMP, 3 -WIRE GROUNDING TYPE EQUAL TO HUBBELL 5362. b. SWITCHES SHALL BE 20 AMP SPECIFICATION GRADE, RATED AT 120 OR 211 VOLT AS REQUIRED. C. SPECIAL DEVICES SHALL SE A SPECIFICATION GRADE. d. ALL DEVICE COVER PLATES SHALL BE STAINLESS STEEL. e. FLOOR BOXES TO BE HUBBELL 4,5- 2521/29 WITH 5 -3925 BRASS COVER (OR EQUAL BY 'STEEL CITY') AND HUBBELL 5362 RECEPTACLE (UNLESS OTHERWISE NOTED). f. EQUAL BY ARROW -HART, GENERAL ELECTRIC, BRYANT, PASS 4 SEYMOUR, OR SIERRA. B - 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 BUSSING, OVERALL HINGED /LOCKABLE DOOR, AND TYPEWRITTEN DIRECTORY INSIDE DOOR ALL SERVICE ENTRANCE EQUIPMENT SHALL BEAR THE MANUFACTURER'S LABEL WHICH SHALL STATE THAT THE EQUIPMENT IS RATED FOR SERVICE ENTRANCE APPLICATION IN ACCORDANCE WITH N.E.C. "230 -10. LOAD BALANCE ALL ELECTRICAL PHASES AT PANELS AND SWITCHBOARDS. TWO AND THREE POLE BREAKERS SHALL BE COMMON TRIP TYPE. WHEN USED AS SWITCHES IN 120v. AND 271v. LIGHTING CIRCUITS, FURNISH TYPE 'SWD' BREAKERS IN ACCORDANCE WITH N.E.C. *240 -S3B. 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 DRAWINGS AND AS REQUIRED BY CODE. (FUSES AS MANUFACTURED BY BUSSMAN, CHASE SHAWMUT, 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 REQUIREMENTS PER N.E.C. 440 -21 4 110 -38. SWITCHES SHALL BE HEAVY DUTY, QUICK MAKE /QUICK BREAK TYPE, FUSIBLE OR NON - FUSIBLE, WEATHERPROOF AS INDICATED ON THE DRAWINGS, OR AS REQUIRED BY LOCAL CODES. LOAD AND HORSEPOWER RATED AS MANUFACTURED BY 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 AUXILIARY CONTROL. SINGLE PHASE STARTERS SHALL BE SQUARE D OR EQUAL. THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD DEVICE IN EACH PHASE MATCHED TO MOTOR NAMEPLATE RATING. MAGNETIC MOTOR STARTERS (MINIMUM SIZE 4,1) SHALL BE USED FOR ALL SINGLE PHASE AND THREE PHASE MOTORS RATED ABOVE 1/2 HP OR THAT REQUIRED AUXILIARY CONTROL. PROVIDE CONTROL DEVICES (CONTACTS, TRANSFORMERS, ETC.) IN STARTERS AS REQUIRED FOR INTERLOCKS, COORDINATE WITH MECHANICAL AND /OR TEMPERATURE CONTROL CONTRACTORS. COMBINATION STARTERS,WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES. C - BOXES: I. OUTLET BOXES AND COVERS SHALL BE 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 BOX EXTENSIONS TO EXTEND BOXES TO FINISHED FACES OF WALLS ETC. ALL OUTLET BOXES TO HAVE SUITABLE BLOCKING BEHIND THEM TO MINIMIZE THE DEFLECTION THAT OCCURS WHEN PLUGGING /UNPLUGGING INTO THESE DEVICES. 4. WHERE A 211 VOLT LIGHT SWITCH IS GANGED WITH A 120 VOLT RECEPTACLE PROVIDE A SUITABLE DIVIDER OR SEPARATE JUNCTION BOXES IN ACCORDANCE WITH N.E.C. AND LOCAL CODES. D - STEP -DOWN TRANSFORMER: I. PROVIDE A PRY -TYPE TRANSFORMER OF THE ENCLOSED VENTILATED TYPE WITH KVA AND VOLTAGE RATINGS AS CALLED FOR ON THE DRAWINGS AND WITH COILS DESIGNED FOR 150 DEGREES C. RISE ABOVE A 40 DEGREE C. AMBIENT WITH 100 % OF RATED LOAD CONNECTED TO THE SECONDARY, CLASS H INSULATION AND MINIMUM OF SIX STANDARD FULL CAPACITY TAPS (TWO ABOVE AND FOUR BELOW NORMAL) SOUND LEVEL/DECIBELS SHALL BE IN ACCORDANCE WITH 'NEMA' STANDARDS, AND INSTALLATION SHALL INCLUDE KORFOUND OR EQUAL VIBRATION- DAMPENING MOUNTS MINIMIZE SOUND TRANSMISSION. (MOUNT TRANSFORMER ON SEPARATE VIBRATION SOLATORS, THESE ARE ADDITONAL VIBRATION ISOLATORS AND ARE USED IN CONJUNCTION WITH ANY INTEGRAL FACTORY INSTALLED VIBRATION SOLATORS.) AS MANUFACTURED BY SQUARE D, HEAVY DUTY, ACME, GENERAL ELECTRIC OR WESTINGHOUSE. E - LIGHTING CONTACTORS: WHERE INDICATED ON THE DRAWINGS, CONTACTORS FOR CONTROL OF LIGHTING SHALL BE SQUARE D CLASS 8903, TYPE 'L' IN A NEMA I ENCLOSURE, ELECTRICALLY OPERATED, AND ELECTRICALLY HELD. EQUALS BY SIEMENS -ITE, GENERAL ELECTRIC, OR WESTINGHOUSE, NO EXCEPTIONS. F - TIME CLOCKS: TIME SWITCHES FOR CONTROL OF 51-10W WINDOW LIGHTING AND SIGNS SHALL BE A 1 DAY DIGITAL CLOCK SEE DRAWING E3.0. Cx - INSTALLATION: 1. ALL ELECTRIC WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE FASTENED TO BUILDING STEEL, CONCRETE OR MASONRY, BUT NOT PIPING OR DUCTWORK ALL CONDUIT SHALL BE CONCEALED WHEREVER POSSIBLE. EXPOSED CONDUITS SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN LINES OR BEAMS AND SEPARATED AT LEAST 3 INCHES FROM WATER LINES WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH LINES. ALL CONDUCTORS SHALL BE IN CONDUIT, DUCTS OR OTHER CODE APPROVED RACEWAYS. 2. ALL LINE AND LOW VOLTAGE POWER AND CONTROL WIRING (EXCEPT HVAC LOW VOLTAGE WIRING) INCLUDING CONNECTIONS TO MOTORS, DAMPERS, INTERLOCKING, ETC., SHALL 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 RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL HVAC RELATED LOW VOLTAGE CONTROL WIRING, CONDUIT AND INITIAL CONNECTIONS IS 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 OF THE LANDLORD. SLEEVES SHALL EXTEND AT LEAST TWO (2') INCHES ABOVE FINISHED FLOOR AND ALL SLEEVES, OPENINGS, ETC., THRU FIRE RATED WALLS AND FLOORS SHALL SE FIRE SEALED WITH CALCIUM SILICATE, SILICONE 'RTv' FOAM, "3M" FIRE RATED SEALANTS OR EQUAL BY HILTI AFTER CONDUIT /CABLES INSTALLATION SO AS TO RETAIN THE FIRE RATING. 4. THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES AS TO NAME AND /OR FUNCTION± DISTRIBUTION PANELS, LIGHTING PANELS, MOTOR STARTERS AND DISCONNECT SWITCHES. NAMEPLATES TO BE APPROXIMATELY 1' X 2' IN SIZE AND BE FASTENED WITH POP RIVETS OR SCREWS. 5. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND THE ARCHITECT/TENANT PROJECT MANAGER SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR 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 REPLACEMENT OF FIXTURES OR EQUIPMENT MADE NECESSARY BY FAILURE TO PROVIDE SUITABLE SAFEGUARDS OR PROTECTION. 1. MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. AFTER ALL EQUIPMENT HAS BEEN INSPECTED AND APPROVED, THOROUGHLY CLEAN ALL EQUIPMENT PROVIDED UNDER THIS WORK JUST PRIOR TO COMPLETION OF PROJECT. S. PERFORM ANY /ALL NECESSARY ELECTRICAL DEMOTION WORK THAT IS REQUIRED TO FACILITATE THE NEW INSTALLATION FIELD COORDINATE PRIOR TO BIDS. REMOVE ANp /OR MODIFY EQUIPMENT, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. ANY EQUIPMENT OR 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 CONCEALED IN FINISHED AREAS. COORDINATE ANY DISRUPTION OF ELECTRICAL OR TELEPHONE SERVICES WITH LANDLORD AND TENANT PROJECT MANAGER TO AVOID CONFLICTS. 1 , SEC. 16100 - WIRING METHODS CONDUITS: I. CONDUIT SHALL BE STANDARD STEEL RIGID, IMC OR EMT (THIN WALL) ACCORDING TO LOCAL CODE AND LANDLORD REQUIREMENTS. CONDUIT SHALL BE CONCEALED IN FINISHED AREAS, EXCEPT AS OTHERWISE APPROVED BY ARCHITECT. EMT CONNECTIONS SHALL BE COMPRESSION OR SET SCREW TYPE. 2. FLEXIBLE CONDUIT OR TYPE MC CABLE SHALL BE USED FOR FINAL CONNECTIONS TO LIGHT FIXTURES, MOTORS AND VIBRATING EQUIPMENT ONLY± AND WHERE SO USED TO BE GROUNDED WITH A SEPARATE FULL SIZED GREEN GROUNDING CONDUCTOR FINAL TYPE MC/FLEX CONNECTIONS SHALL BE LIMITED TO 8' -0' IN LENGTH (ARRANGE CIRCUITS SO AS TO AVOID THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILING AREAS, JUNCTION BOXES LOCATED ABOVE LAY -IN CEILINGS ARE ACCEPTABLE). a. MINIMUM SIZES OF CONDUITS SHALL BE 3/4' FOR STANDARD CONDUIT, AND 1/2" FOR FLEX CONDUIT (I/2' STANDARD CONDUIT AND 3/8' MC CABLE MAY BE USED AS SPECIFIED ABOVE, IF ACCEPTABLE WITH LANDLORD AND LOCAL CODES, ELECTRICAL CONTRACTOR SHALL FIELD COORDINATE WITH LANDLORD 4 INSPECTION AGENCIES PRIOR TO INSTALLATION). ELECTRIC METALLIC TUBING (EMT) SHALL BE GALVANIZED OR ELECTRO- GALVANIZED. FITTINGS SHALL BE SET SCREW OR COMPRESSION TYPE, FITTING SHALL BE AS MANUFACTURED BY REGEL, STEEL CITY, RACO, T 4 B, EFCOR OR EQUAL. EMT SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE SUSPENDED CEILINGS OR CONCEALED IN INTERIOR PARTITIONS. b. PAINTING OF ELECTRICAL CONDUITS, ETC., IF REQUIRED, WILL BE BY THE GENERAL CONTRACTOR. 3. THE USE OF ROMEX OR BX IS NOT PERMITTED. 4. MAXIMUM CONDUIT HANGER SPACING SHALL BE 5' -0' FOR 3/4' THRU 1 -1/4' AND 10' -0' FOR 1 -1/2' THRU 4" CONDUITS. DO NOT SUPPORT CONDUIT FROM THE CEILING SYSTEM. 5. LEAVE A ALL RAC PULL WIRE OR NYLON PULL STRING IN ALL EMPTY AND SECURE M. NECURE ALL RACEWAYS TO THE BUILDING STRUCTURE IN A RIGID AND SECURE MANNER, USING FASTENERS SUCH AS "CADDY CLIPS' OR EQUAL. 1. FLASH AND COUNTER FLASH ALL RACEWAYS WHICH PENETRATE THE ROOF OR USE PITCH POCKETS. INSURE XPT PENETRATIONS TO TI- ARE COMPLETELY WEATHERPROOF_ ALL RACEWAY SYSTEMS EXPOSED TO THE WEATHER SHALL BE WEATHERPROOF. PRIOR APPROVAL BY LANDLORD IS REQUIRED TO ADD ADDITIONAL EQUIPMENT LOADS TO STRUCTURE OR TO MAKE HOLES IN EXISTING ROOF. NOTIFY LANDLORD'S ROOFING CONTRACTOR AT LEAST 12 HOURS PRIOR TO ANY REQUIRED ROOF WORK B - WIRE: I. WIRE SIZE SHALL LL SINGLE CONDUCTOR COPPER WITH SHALL VOLT INSULATION. ANDISH. MINIMUM WIRE GHT SHALL SITE 12 AWN, ALL WIRE AND ES. CABLE SHALL BE NEW AND PE SHALL LL BROUGHT TO THE SITE IN UNBROKEN PACKAGES. ALL WIRING OF ANY TYPE SHALL BE IN CONDUIT. NO STRANDED WIRE ALLOWED FOR X10 AND *12 AWG SIZES. (INCREASE CONDUCTOR BY ONE SIZE FOR EVERY 150' INCREMENT OF DISTANCE FROM THE PANEL BOARD FOR 120 VOLT CIRCUITS.) a. GENERAL WIRING SHALL BE THWN OR THHN. ALUMINUM CONDUCTORS ARE NOT PERMITTED. 2. WIRE CONNECTORS SHALL BE EQUAL TO SCOTHLOCK FOR *S AND SMALLER, AND EQUAL TO T 4 B 'LOCK -TITS' FOR "6 AND LARGER 3. THE USE OF SHARED NEUTRALS IS ACCEPTABLE FOR LIGHTING AND RECEPTACLE CIRCUITS IF INSTALLED IN ACCORDANCE WITH NEC. 4,310, AND LOCAL COPES. SEC. 16300 - TRANSMISSION 4 DISTRIBUTION WIRED GROUND SYSTEM: 1. FURNISH AND INSTALL A COMPLETE WIRED GROUNDING SYSTEM FOR ELECTRICAL EQUIPMENT AND CIRCUITS AS SHOWN ON THE DRAWINGS AND DESCRIBED GENERALLY BELOW 2. ALL GROUNDING CONDUCTORS SHALL BE GREEN, WHERE EXPOSED IN PANEL, SWITCHBOARD, OUTLET, BOXES, ETC. 3. ALL ENCLOSURES AND NON - CURRENT CARRYING METALS TO BE GROUNDED. CONDUIT SYSTEM Eo OR ELECTRICALLY CESTINUOUS. ALL LOCK NUTS MUST CUT THROUGH ENAMELED OR PAINTED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON - CURRENT CARRYING METALS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. 4. RUN A SEPARATE GROUNDING CONDUCTOR IN EACH CONDUIT, 12 MINIMUM, OR AS SHOWN ON DRAWINGS. FOR PANEL FEEDERS BOND THE GROUNDING CONDUCTOR TO THE CONDUIT, WHERE ENTERING AND LEAVING THE CONDUIT. ALL GROUND CLAMPS SHALL BE PENN -UNION OR EQUAL, SIMILAR TO "GPI-. TYPE. CONDUIT GROUND BUSHINGS SHALL BE THOMAS 4 BETTS OR EQUAL, SIMILAR TO 4,3800 SERIES WITH NYLON INSULATED THROAT. 5. ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER BETWEEN THE OUTLET BOX AND THE DEVICE GROUNDING TERMINAL. METALOTOOMETAL CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A BOND FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES. ALL JUNCTION BOXES, OUTLET BOXES AND PULL BOXES SHALL BE BONDED TO THE CONDUIT SYSTEM. ALL FLEXIBLE CONDUIT SHALL BE JUMPERED WITH A GROUND CONDUCTOR. B - SERVICES: 1. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FROM LANDLORD'S DESIGNATED LOCATION AND PROVIDE LIGHTING, POWER AND WIRING AS REQUIRED TO FACILITATE APPLICABLE TEMPORARY WIRING, FUSES, ETC., SHALL BE REMOVED UPON COMPLETION OF THE PROJECT. PROVIDE GROUND FAULT PROTECTION AS REQUIRED BY N.E.C. AND LOCAL CODES. 2. PROVIDE ELECTRICAL SERVICE AS SHOWN ON THE DRAWINGS, FIELD VERIFY EXACT REQUIREMENTS PRIOR TO BIDS_ ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR POWER COMPANY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CLOSELY COORDINATE ENTIRE INSTALLATION WITH LANDLORD AND POWER COMPANY AS REQUIRED. (PROVIDE EQUIPMENT THAT IS COMPATIBLE WITH AVAILABLE FAULT CURRENT LEVELS, PROVIDE 'CABLE LIMITERS' IF NECESSARY FOR SYSTEM COORDINATION). FIELD VERIFY EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING POWER AND TELEPHONE FACILITIES PRIOR TO BIDDING PROJECT. 3. MAKE PROVISIONS FOR NEW TELEPHONE SERVICE AS REQUIRED, AND AS INDICATED ON THE DRAWINGS. 4. CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN TENANT'S PREMISES SHALL BE PROVIDED AS REQUIRED FOR A COMPLETE TELEPHONE SYSTEM. OUTLET BOXES SHALL BE 4' SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. CLOSELY FIELD COORDINATE WITH TENANT'S PROJECT MANAGER TO AVOID CONFLICTS. SEC. 16500 - LIGHTING , - LIGHTING: 1. LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED AS SCHEDULED. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL FIXTURES AND LAMPS. FLUORESCENT FIXTURES SHALL HAVE HPF BALLASTS WITH EFFICIENCY FACTORS IN ACCORDANCE WITH CURRENT CODES FOR ENERGY CODES.. 2. LIGHT FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE VIA ALL THREAD AND UNI- STRUT, AND NOT SUPPORTED BY CEILING SYSTEM. ���/F �CO�p D�O� 44/309 ,vlp IAN ® CE MAY O `3 Z�>> Ciik kJ of Tu e ON"A "t•,� ►�/a �' /� V���fiA 'J�y Du.. 04:/4-5 RECEIVED APR 08 2011 PERMIT CENTER FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO® ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO 4306 ViNICHOLAS 1. RICA STATE OF WASHIN AL RE ► IS \RED AR IT: T REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE ELECTRICAL AND MECHANICAL SPECIFICATIONS SHEET NO. G1.2 CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE ELECTRICAL AND MECHANICAL SPECIFICATIONS SHEET NO. G1.2 CCS PROTO RELEASE 2.0- 11/2010 EXISTING DEMISING WALL TO REMAIN. PATCH AND REPAIR AS REQUIRED TO MAINTAIN EXISTING FIRE RATING. -i' --I 3/4' LEASE LINE TO LEASE LINE NOTE: DUE TO FIXTURING REQUIREMENTS IT IS EXTREMELY IMPORTANT THAT ANY AND ALL DISCREPANCIES IN DIMENSIONS BETWEEN DRAUJINGS AND ACTUAL CONDITIONS SHALL SE IMMEDIATELY REPORTED TO THE PROJECT CONSTRUCTION MANAGER AND STORE PLANNER. NO NEUJ CONSTRUCTION SHALL BEGIN UNTIL ALL DIMENSIONING ISSUES ARE RESOLVED. DEMOLITION PLAN REMOVE ENTIRE STOREFRONT (INTERIOR 4 EXTERIOR) INCLUDING GLAZING SYSTEM, ENTRY DOORS, SIGNAGE, LIGHTING, PARTITIONS, AND FINISHES UP TO MALL BULKHEAD. PROTECT MALL ENTRY GLAZING DURING CONSTRUCTION U/S MALL OVERHANG I- W= _10 Q • O REMOVE EXISTING GAPPED PIPES AND SEAL AS REQUIRED, TYP. \\y/ I I I I I II I III �I I III // I I // I I L+1 LEASE LINE TO LEASE LINE 24' -0' PROVIDED DIMENSIONS ARE FOR REFERENCE ONLY. VERIFY ALL CONDITIONS IN FIELD AND OBTAIN NECESSARY APPROVALS FROM LANDLORD PRIOR TO COMMENCEMENT OF DEMOLITION. 24' -0° 41-01/2' EXISTING STRUCTURAL COLUMN TO REMAIN. PROTECT COLUMN DURING ALL PHASES OF CONSTRUCTION. REFER TO CONSTRUCTION PLAN FOR SCOPE OF NEW WORK, TYP. REMOVE EXISTING DRAINS AND GAP AS REQUIRED. SEAL AND LEVEL FLOOR TO MATCH EXISTING FOR SMOOTH SEAMLESS, LEVEL TRANSITION, TYP. IF __ _ I I 1F\ - I- -7 - -r- I II \ \ I I (�- L__I (�-,1 7 I I ✓ I • - JL__I__J'REMOVE ALL I I I I 11 CEILING SYSTEMS,' - H — H — — + — — H — H — —1— /— LIGHTING AND 1 I / CEILING FIXTURES, / TYP. / REMOVE ALL INTERIOR PARTITIONS SHOWN DASHED. EXISTING ELECTRICAL PANELS TO REMAIN Il REMOVE MOP SINK I J IZ_ _ _A EXISTING OFFICE TO REMAIN. EXISTING TOILET ROOM TO REMAIN../ LJ (1 J '---4--- IL - - }- - —�---- — ✓ L ✓ I rP I I r--- T - -� -7 ✓ L__ ✓ REMOVE EXISTING TOILET ROOM ENTIRELY. CAP ALL PLUMBING LINES AND STUB -INS, SEAL AND LEVEL FLOOR TO MATCH EXISTING FOR SMOOTH SEAMLESS, LEVEL TRANSITION. ✓ REMOVE ALL CEILING SYSTEMS, LIGHTING AND CEILING FIXTURES, TYP. /\ I - I / T - � -�- I REMOVE EXISTING EXTERIOR PARTITION FINISHES /SUBSTRATE DOWN TO EXISTING FRAMING. SEE SHT. A22 FOR SCOPE OF NEW WQRK. L H- /I REFER TO MECHANICAL SHEETS FOR I-1VAC UNITS/DUCTIIIORK TO REMAIN REMOVE ALL FLOOR COVERIi4GS NOT UTILIZED IN THE NEW CONSTRUCTION AND PREPARE FOR NEW FINISHES. [ EXISTING DEMISING WALL TO REMAIN. PATCH AND REPAIR AS REQUIRED TO MAINTAIN EXISTING FIRE RATING. REMOVE EXISTING GAPPED PIPES AND SEAL AS REQUIRED, NP. ALL PREVIOUS TENANT'S FLOOR FIXTURES AND EQUIPMENT TO BE REMOVED, TYP. / PROTECT NEUTRAL PIER DURING DEMOL IT ION F 1 7 �J REMOVE ENTRY VESTIBULE N 71 REMOVE ALL CEILING SYSTEMS, LIGHTING AND CEILING FIXTURES, TYP. _ H - H / I /\ I - �I ) I (�J� - I (,4 - - % \/ (��� (� ✓� (sue 4- J / \ T \/ H - - -I I (. 1 _/ i✓ L —I 1✓ L 11- -F4 1 rL -�_I� L 1 I I 1 1 I I I 1 I I REMOVE THERMOSTAT Fl REMOVE ENTIRE STOREFRONT INCLUDING GLAZING SYSTEM, ENTRY DOORS, SIGNAGE, LIGHTING, PARTITIONS, AND FINISHES UP TO MALL BULKHEAD. 29' -4 5/S' == = 1.7: 71" =_� iT == =_F = == REMOVE ENTIRE STOREFRONT INCLUDING GLAZING SYSTEM, ENTRY VESTIBULE, SIGNAGE, PARTITIONS, AND FINISHES UP TO UNDERSIDE OF MALL OVERHANG. MALL ENTRY GLAZING TO BE PROTECTED DURING DEMOLITION T �-I-1- -F _J -j -i -- 1 /// 11 / /// 11 /// I I / III I II II I I /' III I / / / I I / / / I I /// I v N II L--- _L___]L ___ J<I / / I\)L _J I\ //I IL- Li\1 L/J II I / II 1 IP PROTECT MALL BULKHEAD / DURING CONSTRUCTION MALL BULKHEAD /CEILING 3' -9 3/4' EXTERIOR 5 1/2° 24' -9 3/4° INTERIOR 29' -4 5 /S' LEASE DIMENSION PROTECT NEUTRAL PIER DURING CONSTRUCT ION LEASE LINE TO LEASE LINE I REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 3 2011 City of Tukwila BUILDING DIVIRION SCALE: 1/4" = 1' -0" / DOOR CONNECTED TO MALL CORRIDOR I MALL STRUCTURAL COLUMN WITH BRICK VENEER (IN FRONT) /MALL OVERHANG W/ STUCCO FACADE TO REMAIN i MALL STRUCTURAL COLUMNS WITH BRICK VENEER (IN FRONT) -M- I/ u , u i'i �i /11 ,iii L__JL__JL_ fi -1 r 7Tr L__J 1/ I -__ I// U /% II /� II / r � II H II II II II 1 1 / IF- I 1 1 / I I / I I / / / I I / / / I I / / / I I / I I / 11 L = == -- k- -_1L__ _IL--- _IL___1L - - - _IL_ L - - -J1 1 I i 1V-10 1/2' 3/4' LEASE DIMENSION REMOVE EXISTING EXTERIOR PARTITION FINISHES /SUBSTRATE DOWN TO EXISTING FRAMING. SEE SHT. A2.2 FOR SCOPE OF NEW WORK. REMOVE ENTIRE STOREFRONT INCLUDING GLAZING SYSTEM, ENTRY VESTIBULE, SIGNAGE, PARTITIONS AND FINISHES UP TO UNDERSIDE OF MALL OVERHANG. U/S MALL OVERHANG INTERIOR STOREFRONT DEMOLITION ELEVATION I. PRIOR TO COMMENCING ANY WORK CONFIRM WITH THE LANDLORD THAT TI-4E SPACE IS THE DESIGNATED SPACE AS SHOWN IN THE DRAWINGS. REPORT ANY DISCREPANCIES TO THE PROJECT CONSTRUCTION MANAGER. 2. CONFIRM LOCATION OF ALL LEASE LINES WITH LANDLORD REPRESENTATIVE PRIOR TO DEMO. 3. COORDINATE WORK AND SCHEDULE WITH THE LANDLORD OR DESIGNATED AGENT. 4. 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). 5. NOTIFY THE TENANT PROJECT CONSTRUCTION MANAGER AT ONCE OF ANY UNFORESEEN HAZARD OF ANY KIND BEFORE DEMOLITION IS COMPLETE. THE REMOVAL AND /OR HANDLING OF HAZARDOUS MATERIALS (En. - A.C.M.) IS NOT PART OF THIS WORK IF ANY DISTURBANCE OF HAZARDOUS MATERIAL IS ANTICIPATED BY THIS WORK, AUTHORITIES MUST BE NOTIFIED 4 PRESCRIBED PROCEDURES MUST BE FOLLOWED. 6. NO ALTERATION'S TO THE EXISTING STRUCTURAL MEMBERS ARE ALLOWED UNLESS SPECIFICALLY NOTED. -1. 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 CONSTRUCTION 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. EXTERIOR STOREFRONT DEMOLITION ELEVATION SCALE: 1/4" = S. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR SCOPE OF NEW WORK AND TO CONFIRM TERMINATION AND /OR REMOVAL OF EXISTING FIXTURES, DEVICES AND SERVICES. 9. ANY MODIFICATION TO EXISTING SPRINKLER SYSTEM MUST BE APPROVED BY LOCAL FIRE MARSHALL AND COORDINATED WITH LANDLORD'S REPRESENTATIVE. 10. 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 41.3) AND THE FIXTURES MUST BE IN GOOD CONDITION. COORDINATE W/ TENANT PROJECT CONSTRUCTION MANAGER PRIOR TO ANY DEMO. I1. COORDINATE WITH ANY LANDLORD VENDOR OR CONTRACTOR TO DETERMINE THE EXTENT OF WORK FOR ROOFING, PLUMBING, FIRE - PROTECTION, SMOKE EXHAUST, ETC ANY INFORMATION SHOWN IS TO BE VERIFIED IN FIELD. 12. MAINTAIN AND /OR REPAIR ALL FIRE 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 AS REQ'D BY CODE. 13. REPAIR ANY DAMAGE THAT OCCURS DURING DEMOLITION TO ANY ASSEMBLY SCHEDULED TO REMAIN. DEMOLITION NOTES EXISTING INTERIOR WALL OR DEMISING WALL TO REMAIN. EXISTING INTERIOR WALL, DEMISING WALL OR OTHER ITEM TO BE REMOVED. DEMOLITION LEGEND RECEIVED APR 08 2011 PERMIT CENTER FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO° ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO 4306 AL REG '9 ED ARC NICHOLAS J. TRICARI STATE OF WASHING REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE DEMOLITION PLAN SHEET NO. D1 .0 CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE DEMOLITION PLAN SHEET NO. D1 .0 CCS PROTO RELEASE 2.0- 11/2010 FOOT LOCKER INC. 111-1 3/4" STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 1 01 20 / LEASE LINE TO LEASE LINE 12' -1" 5' -5° ARCHITECT: O TRICARICO R Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com - _ o� "'? 10 . I '' N A a 413 0 0 / 24' -0° ADJACENT TENANT] E 4' -0 1/2° 24' -0° ACCESSIBLE FITTING RM I 1/8" P; A2.0 5° 46' -8 4' -8 1/4' ARCHITECT LICENSE # 4306 C 2011 NICHOLAS J. TRICARICO at 0 [1 ri E • p 4 r°1 • . / / STRAPPING TYPE 'A' STRAPPING TYPE 'B' STRAPPING TYPE 'A' / / // 3 -4" 10' 3' -4" 10' 3' -4' I0° 3' -4' :.1 •• N - - - � �� I O - / HOLD / / HOLD / / HOLD / / HOLD / o LU P IIT-- IIr-- IIn --IIIP- 7117 - 7117 -7IIr- 7117 - 711E -7fl ` -'- ►- ism I ■ 8- \ <6" 6 HOLD 6 HOLD 15' -Ira° / 6 HOD 8' -0° I VESTIBULE I - JL- JL- JL_- JL- JL- JL -JL 9 BAPS 24'0.6. -J �; • %S / m / = 18' -0° HOLD HOLD HOLD IVOLCOM) ©/� 4, Mg LU ? � O W U1 q in ,AM � _ A =� 4 P. N N f .9 `c \ _ 11IJ �O 1 -4 1/2 FITTINOOM m 4 N LU (L z 0_ . ■II o - _ ° N , , J / 5' -0° _ - 0, r SALES AREA I\ -f' -2' I d 4/ / I a - • 4306 R G 1 R G I R E CH C NICHOLAS / 1 °1 0 SX CENTERLINE OF CASI-1WRAP _ - W co W Z _Ti to - O ___I E EXISTING NON -SALES _ A2.0 ° ELECTRICAL .9 tfl EQUIPMENT � J , P I t I I 1 _ - �p k a in , > / 7X NOTE: REFER TO DfRAWING 41.2 POR LOCATION OF IN- WALL STR�4PP C�. AI2 ® / �I J. TR ARICO STATE OF WAS NGTO \� w I� 2 1(T) � EX G OFFICE ( \\ L ■ ■ I:! \ 413 REVISIONS - r - -� ' 17 `4 -� 101-4 1/2" 5° 12' -5° co Al2 'i� '� I .... I REVIEWED FOR NOTE: STR�4PP INCA D IMENSIONS MUST EXTEND (o II MIN- 3�I'OND I XTUR Dfl„I NSION, TERM 1N�4TINC �4T A STUD. \ NO. DESCRIPTION DATE 0 4> i 2T -31/4° ,� 0 - _ HOLD m 4 BAYS S1 24 °O.C. 7' -5 1/4° 5 BAYS 9 2 '416.C._ 0 FIRST ISSUE 04/01/11 I. _ _ I I / = 8' -0° HOLD 6 HOLD - 7T- -IT- -1T --1 , / HOLD " 6 HOLD - -- - -- - - -� / / = 101- ° HOL 6 HOLD 77 -� } �, ;, _ 422 \ • 6X 5 ° �� - - -' `� `� -J (,, T -7P -71 77 `r II - -� -' -� `- �� III- JII�_JII� - - �[ _ Yd >�, I �' -- _, - -- T -- - -JII� --III ILL r�IIL_ II ENTRANCE CODE COMPLIA -T _ \-SEE -4" 3' -4" I 1 TYPE 'A' I3' / 3' -4° �- EXISTING DRAIN SEE SHT. A2.2 FOR WALL DETAILS - - - - SHT. 422 FOR WALL DETAILS STRAPPING TYPE 'D' MAY 0 3 2011 REFER TO DRALINC ,��j -0 Ofi f XTUfi� PLACEMENT. ' HOLD / / HOLD HOLD STRAPPING TYPE 'B' -1 EX'G TOILET ROOM / O STRAPPING STRAPPING TYPE 'A' (' ,��TU �I� 8' -9 i/2° . / / / / X 50' �+"Y BUILDINGDIVISION 10' -5 5/8' -10 I/2" / // (VIE) Iv.IFJ / LEXTERIOR COVERED WA1-KNA DATE: 4/01 /11 MALL EXTERIOR SCALE: AS NOTED A2.2 WALKWAY CURB GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. FOR PART I T I ON T�'PE S 4 DETAILS SEE S1-FEET 4L1. 4:■ - PROJECT # : 110201 DRAWN BY: CR MI% illiiii INN. Nana 0 CONSTRUCTION PLAN SCALE: 1/4" = 1' -0" CONSTRUCTION NOTES DOOR AND FRAME SCHEDULE DOOR HARDWARE NOTES DOOR HARDWARE NOTES - ADA I. INSPECT THE CONDITION OF EXISTING DEMISING PARTITIONS 4 STOREFRONT CONSTRUCTION AND PROVIDE FULL HEIGHT 4 FINISHED PARTITION TO UNDERSIDE OF DECK AS REQUIRED. PATCH AND REPAIR TO ACHIEVE OR MAINTAIN REQ'D FIRE RATING - TAPE AND SPACKLE TO PREPARE FOR FINISHES 2. UPON POSSESSION OF THE PREMISES, ENTIRE SPACE DIMENSION 5HALL BE vERIFIED. G.C. 5HALL SUBMIT NOTED DISCREPANCIES TO THE OWNER, ARCHITECT, AND MILLWORK CONTRACTOR WITHIN 3 DAYS OF THE START OF CONSTRUCTION. 3. WHEN RE -USING EXISTING DRYWALL CONSTRUCTION, PATCH AND REPAIR WALLS AS NECESSARY TO ENSURE PROPER FIRE RATING. PATCH ALL VOIDS INCLUDING DECK FLUTES WITH NON - COMBUSTIBLE MATERIALS. 4. STOREFRONT IS TO BE SUPPORTED FROM THE FINISHED FLOOR OR BY STRUCTURAL MEMBERS ONLY AND ARE NOT TO BE ATTACHED TO OR SUPPORTED BY THE BULKHEAD OR SIGNBAND. ONLY APPROVED HORIZONTAL BRACING TO THE STRUCTURE WILL BE ALLOWED. REFER TO LANDLORD CRITERIA DETAILS. 5. 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 PREVENT POSSIBLE DAMAGE. 6. ALL DIMENSIONS ON PLAN FOR NEW INTERIOR WALL LAYOUTS ARE FROM FINISHED WALL TO FINISHED WALL UNLESS NOTED OTHERWISE. I. PATCH 4 FIRE STOP GWB. PARTITIONS AS REQ'D BY LOCAL CODES. 8. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE. 9. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. 10. ALL PENETRATIONS OF FIRE RESISTIVE FLOORS OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UL STANDARDS FOR THROUGH PENETRATIONS FIRE STOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT 51-10P DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCHITECT. SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. II. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID. 12. PROVIDE 4 INSTALL BROWN PAPER COVERING TO THE STOREFRONT GLAZING DURING MERCHANDISING. 13. MOBILE SHELVING UNITS WHEN SPECIFIED - PROVIDE A SMOOTH LEVEL FLOOR FOR INSTALLATION OF UNITS. INSTALL UNITS PER MFG. INSTRUCTIONS AND GUIDELINES. ADVISE PROJECT CONSTRUCTION MANAGER IMMEDIATELY SHOULD ANY FIELD CONDITIONS IMPACT PROPER INSTALLATION. EN EXPANSION JOINTS EXIST, TENANT GC TO FURNISH AND INSTALL MOVEMENT JOINTS (UK) LTD 23/W -050 OR EQUIVILANT. 14. WHEN DOOR NUM. DOOR TYPE (4 /A1.2) SIZE /LOCATION FINISH* FRAME MAT. I -IDUJ. GR. I-1/J DETAIL THRESH DETAIL RATING REMARKS I. ALL HARDWARE REPRESENTS THE INTENDED QUALITY, STYLE AND APPEARANCE. 2. IF NEW, ALL HARDWARE IS TO BE 26D FINISH. DOOR HARDWARE SHALL BE MOUNTED AT NOT LESS THAT 36' OR MORE THAN 48" ABOVE FLOOR, UNLESS OTHERWISE NOTED. 3. PROVIDE WEATHER STRIPPING AND ADA THRESHOLD AT EXTERIOR DOORS. ALL THRESHOLDS SHALL NOT EXCEED I/2' MAX. HEIGHT. 4. A NEW SECURITY EXIT DEVICE WILL BE FURNISHED AND INSTALLED BY SECURITY SOLUTIONS, 405 -316 -1600. SEE DETAIL 8/E4.1 FOR ADDITIONAL INFORMATION. 5. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 6. HARDWARE AT SERVICE DOOR SHALL BE BUILDING STANDARD AS WHEN REQUIRED BY THE LANDLORD CRITERIA. i. UNDER CUT TOILET ROOM DOOR I° TO PROVIDE AIR FLOW. a REPLACE DAMAGED OR MISSING HARDWARE. REPLACE LOCK CYLINDERS AND PROVIDE TENANT WITH (2) NEW KEYS. a REPLACE U- CHANGE CYLINDERS ON STOREFRONT DOORS WHEN EXISTING AND PROVIDE TENANT WITH (2) KEYS (BY SECURITY VENDOR) ADA 4.135 DOOR WIDTH AND HEIGHTS: REQUIRED EXIT DOORWAYS ARE TO NAVE A CLEAR OPENING NOT LESS THAN 32 INCHES WIDE. FOR HINGED DOORS, THE OPENING IS 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 80 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 I/2° INCH HIGH. BEVEL OR SLOPE THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING 45 DEGREES SO THAT NO SINGLE VERTICAL CHANGE OF ELEVATIONS EXCEEDS I/4' INCH. ADA 4.13.9 HARDWARE HAND ACTIVATED DOOR OPENING HARDWARE IS REQUIRED TO BE CENTERED BETWEEN 30 AND 44 INCHES HIGH. LATCHING AND LOCKING DOORS TWAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL HAVE 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 85 LBS. FOR EXTERIOR DOORS AND 3 LBS. FOR INTERIOR DOORS, REQ D FIRE DOORS MAY 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 REQUIREMENTS. ADA 4.14 ENTRANCES: ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES ARE REQUIRED TO BE MADE ACCESSIBLE. RIMARY ENTRANCE IS DEFINED AS 'ANY ENTRANCE TO A FACILITY, WHICH HAS 5 A A SUBSTANTIAL FLOW OF PEDESTRIANS TO ANY SPECIFIC MAJOR FUNCTION OF THE FACILITY.' HANDICAPPED RECESSED DOORMATS ARE REQUIRED TO BE ANCHORED TO PREVENT INTEizFERENCE WITH WHEELCHAIR TRAFFIC' ADA 430 ENTRANCE SIGNS: ALL BUILDINGS ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY HANDICAPPED PERSONS 5HALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED. TO BE VISIBLE TO PERSONS ALONG APPROACHING. PEDESTRIAN WAYS. RECEIVED APR 08 2011 PERMIT CENTER O E SEE SHEET A2.0 MALL TO SALES POWDER COATED METAL 1,4 SHEETS A2.0 -42.1 2/43.0 _ SEE NOTES #I,5 ® D SEE SHEET A22 SEE S TO EXTERIOR POWDER COATED METAL 1B SHEETS 422 -423 5/43.0 - # SEE NOTES I,3,� ® S 3' -0' X "I' -0° X 1/3/4' SALES TO STOCK CLEAR POLY. METAL 2A 5- 6/412 3/A3.0 _ SOLID CORE BIRCH DOOR UJ/ 2 COATS OF CLEAR SATIN POLYURETHANE. DOOR MUST BE SANDED BETWEEN COATS O4 C 2' -2° X 4' -9° X 13/4° FITTING ROOM PRE- FINISH PRE -F4B WOOD 4 2 -3/412 _ _ O C 3' -0° X 4' -9' X 13/4° FITTING ROOM PRE- FINISH WOOD WOOD 2 -3/412 _ _ 6X EXISTING EXISTING DOOR TOILET ROOM FTD EXISTING 3 EXISTING - _ SEE NOTE #S 1X EXISTING EXISTING DOOR OFFICE RTD EXISTING 2B EXISTING - - SEE NOTE #S SX EXISTING EXISTING DOOR STOCK TO EXIT PTD METAL 5 EXISTING 3/43.0 45 MIN. # SEE NOTES 4,5,6,5 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER P�C. V V i TU KW I LA WA 98188 > > SPACE #300 STORE NO. 47267 ALL HARDWARE TO COMPLY WITH ADAAG AND LOCAL I-IANDICAPPED CODE REQUIREMENTS Q DENOTES AN EXISTING DOOR * SEE DRAWING 43.0 FOR INFORMATION ON DOOR FRAME FINISHES. HARDWARE SETS SET NO. 1,4 SET NO. 15 SET NO. 2A SET NO. 25 SET NO. 3 SET NO. 4 SET NO. CR LAWRENCE CO. OR EQUAL TEL: 800 - 421 -6144 BOTTOM DOOR PATO : *PHIOCBS TOP DOOR PATC4 -I: *PI-12045S SIDELIGHT/TRANSOM PATCH: 'PH4013S PATCH LOCK *CRL'AMR205BS CYLINDERS MUST SE COMPATIBLE WITH U- CHANGE CORES. PULL 12 CLOSER: °CRL83 m CONCEALED FLOOR MOUNT TYPE DUST PROOF KEEPERS: 'AMR201PS (FOR OPEN POSITION) FINISH: CUSTOM SOFT RUBBED BRONZE FINISH KAWNEER OR EQUAL DOOR 190 NARROW STILE DOOR FRAME: TRIFAB 400 1 -3/4' X 4' LOCK: ADAMS -RITE MS 18504 DEADLOCK CYLINDERS MUST BE COMPATIBLE WITH U- CHANGE CORES. FULL HANDLES: co -12 /G N CLOSER SINGLE ACTING NORTON 1601 SURFACE CLOSER SYSTEM T AND BOTTOM ACTING SWEEPPIR FINISH: CUSTOM SOFT RUBBED BRONZE FINISH DOOR TO EGRESS: 11/2 - PAIR OF BUTTS I - LATCH SET I - WALL STOP 3 - SILENCERS 2 - KICKPLATES I - CLOSER NON - EGRESS DOOR: 11/2 - PAIR OF BUTTS 1 - LATCH SET I - WALL STOP 3 - SILENCERS 2 - KICK PLATES 1 - CLOSER 11/2 - PAIR OF BUTTS I - PRIVACY LOCK SET I - WALL STOP 3 - SILENCERS 2 -KICK PLATES I - WALL STOP, SATIN CHROME HARWARE FURNISHED BY VENDOR, INSTALLED BY G.C. 2- STANLEY *E -1 -10 SPRING LOADED HINGES 4 1/2° X 4 I/2° FIN D26 I- SCHLAGE 580 PD 'JUPITER' STOREROOM LEVERSET FIN D26 HARDWARE FURNISHED 4 INSTALLED BY G.0 I- DOOR STOP, IF REQUIRED. 11/2 - PAIR OF BUTTS 1 -PANIC HARDWARE SETA 1 - WALL STOP 2 - KICK PLATES 1 - SURFACE MTD. DR (3/4 HR DOOR) 1 - CLOSER 1 - PEEP HOLE 1 - WALL STOP, SATIN CHROME SHEET TITLE CONSTRUCTION PLAN SHEET NO. ■ 0 BUTTS: IVES STANDARD WEIGHT 5 KNUCKLE WALL STOP: IVES, #4m ICCV LEVEL 1 SECURITY SPEC. ENCLOSED MALL STORES: BEARING HINGES *5884 4 1/2' X 4' SILENCER: IVES, *SR64 PANIC HARDWARE SET °A' PASSAGE SET: SARGENT 10U15 'L' LEVER DESIGN REDUCER STRIP: SEE SILL DETAILS - I122raF000F PANNEX EXIT DEVICE - ALARMED/FIRE RATED /AC POWERED BATTERY BACKUP PRIVACY LOCK SET: SARGENT 10U65 'L' LEVER DESIGN -IDLI4182800 DOOR LOOP - FOR AC POWER CLOSER: CORBIN RUSSWIN DC6200 SERIES 31&13 00402 POWER SUPPLY (NO BATTERY) 3168034462 MORTISE CYLINDER KICK PLATE: IVES, *8400-532D -12X34-CS K204FACTRY FACTORY COMBINATION KEY CCS PROTO RELEASE 2.0- 11/2010 1) ALL METAL STUDS TO BE CEMCO I.C.B.O. #3403 -P 3 5/8" x 25 GA. AT 16" O.C. THROUGHOUT STORE AND 3 5/S" X 25 GAUGE AT 16" o.c. AT STOREFRONT UNLESS NOTED OTHERWISE. ALLOWABLE UNBRACED HEIGHT AS PER CHART BELOW. METAL STUD SIZE MAXIMUM UN- BRACED HEIGHT 3 5/S" TOP TRACK DATE: 3 5/8" TOP TRACK SCALE: AS NOTED 3 5/S° X 25 GA. 11' -3" 3 5/S° X 20 GA. 14' -0" 3 5/S° X 16 GA. I8' -0° 6" X 25 GA. 16' -0" 6" X 20 GA. 21' -0" 6" X 16 GA. 25' -0" 2) ALL CONNECTION AND FASTENERS TO BE AS PER DETAILS. ALL MANUFACTURERS AND I.C.B.O. # TO BE STRICTLY ADHERED TO BY G.G. UNLESS APPROVAL FOR EQUAL SUBSTITUTION IS RECEIVED FROM THE BUILDING DEPARTMENT. 3) ALL GYP. WALL BOARD TO BE 5/8" TYPE "X" THROUGHOUT. ATTACH w/ 1" TYPE S DRYWALL SCREWS 12" O.C. VERTICALLY AT STUDS AND S" O.C. AROUND PERIMETER. 2,382 SQ. FT. DECK DECK PROJECT # : 110201 DRAWN BY: FIN. CLG. / A �/ / I� Ii/ 1 EXISTING DECK $ SMOKE SEAL AT ALL CEILING LINES �� �� 3 -5/8 MTL. STUDS 16 O.C. WITH (I) LAYER 5/8" TYPE "X" G.W.B. TYP. EACH SIDE -RUN FROM SLAB TIGHT TO DECK ABOVE. PARTITION IS NOT RATED 3 5/8" X 20GA. D fAG. BRACING 48" O.C. TO STRUCTURE ABOVE. 3 -5/S" MTL. STUDS 16" O.C. WITH 3/4" FIRE RETARDANT PLYWOOD METAL STUD CHART NOTE: AT PARTITIONS AND /OR FURRING (SALES AREA SIDE ONLY) REFER TO PERIMETER WALL FIXTURE SYSTEM DETAILS FOR METAL STRAPPING (BLOCKING) REQUIREMENTS SHEET A1.2 AND A5.1 NOTE: PARTITION TYPES REFER TO STUD DEPTH NOT GAUGE. REFER TO METAL STUD CHART TO DETERMINE THE PROPER GAUGE OF STUDS TO USE. SMOKE SEAL AT ALL z z 19 al CEILING LINES PARTITION (1) LAYER 5/8" TYPE "X" G.W.B. TYP. EACH SIDE -RUN UP FROM SLAB TO G.W.S. CEILING. TRACK 6" METAL JOISTS e 16" O.C. TYPE "X" G.W.B. CEI CEILING 3 -5/8 �� MTL. STUDS 16 �� O.C. WITH (1) LAYER 5/8" TYPE "X" G.W.B. TYP. EACH SIDE - RUN UP FROM SLAB TO G.W.B. CEILING. TRACK INSTALL REQUIRED INWALL METAL STRAPPING FOR WALL FIXTURE SYSTEM. ADD (1) LAYER OF 1/2" TYPE "X" G.W.B. ON TENANT SIDE - FROM SLAB TIGHT TO DECK ABOVE (SEE 1/A1.2 FOR MORE INFO.) FIN. FLR PARTITION NOTES INSTALL REQUIRED INWALL METAL STRAPPING FOR WALL FIXTURE SYSTEM DIRECTLY ON MTL. STUD (SEE 1 /A1.2 FOR MORE INFO.) TRACK EXISTING INTERIOR PARTITION TO REMAIN. PATCH AND REPAIR AS REQUIRED TO MAINTAIN AN`r EXISTING FIRE RATING AND PREPARE FOR AN`r' NEW FINISHES. EXIST'G PARTITION 3 -5/8" BOTTOM FIN. FLR 3 -5/8" BOTTOM FIN. FLR 3 -5/8" BOTTOM FIN. FLR 1NT 2 ■ $ 43 EXISTING FULL HEIGHT DEMISING WALL TO REMAIN. WALL MUST CONFORM TO 1 -1-1OUR FIRE RATING (UL46 5) AND LOCAL CODES. $ INTERFOR 6 - - - PATCH AND REPAIR AS REQ'D TO EXIST'G MAINTAIN EXISTING FIRE - RATING AND PREPARE FOR AN`r NEW FINISHES. DEMISING PARTITION .. ...���� ∎ ∎ ∎' PARTITION 1= LfRRING RfOR PARTfTION INT RIOR PARTITION PARTITION 42 NOT USED D1 SMOKE 5A1RRIER Al PARTITION TYPE "A" PARTITION TYPE "B" PARTITION TYPE "C" PARTITION TYPE "Dl" PARTITION TYPE "D2" 3 5/8" TOP TRACK 3 5/8" TOP TRACK 00 OF WALL TO ALIGN PAINT LINE BRACING AS STUDS a 16" O.C. 5/8" TYPE "X" EACH SIDE -- DECK 00 DECK 0 N 3 -5/S" MTL. STUDS 16" O.C. WITH (1) LAYER 5/8" TYPE "X" G.W.B. ONE SIDE ONLY - RUN FROM SLAB TIGHT TO DECK ABOVE. REVIEWED ICE CODE COMPLIANCE APPROVED k MAY 03 2011 City ofi TUtIa BUILOING DIVISION . RECEIVED AP R 08 2011 PERMIT CENTER TOP WITH 0 // PROVIDE REQUIRED 3 MTL. -5/8" WITH (1) LAYER G.W.B. TYP. WING WALL TO EXTEND TO THE LOWEST POINT OF THE EXISTING STRUCTURE AT THE SALES NON -SALES WALL - ('PAINT LINE') REFER TO INTERIOR ELEVATIONS AND COORDINATE EXACT HEIGHT WITH PROJECT CONSTRUCTION MANAGER 3 BOTTOM TRACK eo 3 -5/8" BOTTOM TRACK FIN. FLR -5/8" FIN. FLR $ Nigigorepa INTERIOR PARTITfON INTERIOR FARTFTION WING I NG WALL PARTITION TYPE "E" PARTITION TYPE "F" NOT USED NOT USED NOT USED FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692-0222 F (973) 692-0223 www.tricarico.com TRICARICO° ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO 4306 n NICHOLAS J. TRIO. STATE OF WASHir REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/1 1 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KWI LA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE PARTITION TYPES SHEET NO. Al ■ CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR. PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KWI LA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE PARTITION TYPES SHEET NO. Al ■ CCS PROTO RELEASE 2.0- 11/2010 1/2" X1/2" PRE- FINISHED 3/4' X 6 1/2' MDF WALL CAP NOTE: BOTTOM OF CAP IS HELD 1 /5' AFF AND TERMINATES AT TOP OF WALL. ALL JOINTS IN WOOD CAP MUST BE BISCUIT JOINTS. illliiI!HI!i0flhlI!fiiI( l J 3/4' SALES /STOCK WALL SEE AI.O FOR PARTITION TYPE 3/4° (EDGE 1/4' (EDG 15' -3 9/16° HOLD APPROXIMATE LOCATION OF BASE BELOW - SEE A3.0 FOR DESCRIPTION OF BASE OF CAP TO FACE OF WALL) OF CAP TO EDGE OF BASE) 1/2 3/4" 5° .W.B. ON METAL FRAMING (TYP.) INSTALL CORNER GUARD OVER ACRYLIC WALL PANEL (WHERE REQUIRED) (TYP.) ACRYLIC WALL PANEL (WHERE REQUIRED) (TYP.) OR — G.W.B. ON METAL FRAMING (TYP.) 2" X 2' X I2' HIGH CORNER GUARD W/ CLEAR BRUSHED ALUMINUM FINISH BY TENANT G.G. NOTE: BOTTOM OF CORNER GUARD STARTS AT TOP OF WALL SASE. DETAIL 8A GYP. S. SEE 43.0 FOR FINISH GYP. BD. SEE A3.0 FOR FINISH CORNER TRIM I'X4 ° WD TRIM- SEE A3.0 FOR FINISH DETAIL 8B GYP. BD. SEE A3.0 FOR FINISH DETAIL 8C CORK SHEET OVER GRAPHICS GYP. BD. SEE A3.0 FOR FINISH CORNER TRIM 1°X4' WD TRIM- SEE 43.0 FOR FINISH 0' (MAX.) ti DETAIL 8D GYP. BD. SEE 43.0 FOR FINISH I /4° PLATE MIRROR CORNER TRIM 1'X4° WD TRIM- SEE 43.0 FOR FINISH DECK WALL FRAMING SCALE: 1" = 1' -0" CORNER GUARD - NON -SALES SCALE: 3" = 1' -0 COLUMN ELEVATION SCALE: 1 1 /2" =1' -0" 3 /S° GREY METAL BACKING BY GC BEHIND MIRROR FINISH (TYP.) STYLMARK *110669 CORNER TRIM SATIN #020 FINISH - TRIM 4° TO 10' -4° AFF. MITERED CORNER 1 °X4 ° WOOD BASE FINISHED. SEE SHEET A 3.0 FOR FINISHES 1" X4° WOOD BASE- SEE 43.0 FOR FINISH. NOTE: BASE MUST EXTEND PAST METAL TRIM. TYP. FOUR CORNERS 3 /S' GREY MTL. BACKING I/4° MIRROR FINISH (TYP.) SD A1.2 SEE 41.0 1/4' THK CORK OVER GRAPHIC ISOMETRIC OF CORNER FRONT OF STORE COLUMN ENCLOSURE REFER TO DETAIL 1A /A1.2 CORNER TRIM 1" X 4° WOOD BASE BELOW, REFER TO SHT. 43.0 FOR FINISH I/2" G.W. B OVER 1/4° G.W.B. L I r r L r --u u-- r MINIMIZE DIMENSION TYPICAL COLUMN ENCLOSURE TO BE TIGHT AS POSSIBLE TO COLUMN UNLESS OTHERWISE CALLED OUT ON SHEET AI.O. 5 /S° G.W.B. ON 3 5/5" MTL. FRAMING TIGHT TO COLUMN - PAINTED 'P -2' TO CLG EXISTING STRUCTURAL COLUMN VERIFY SIZE IN FIELD G.W.B. ON MTL FRAMING (TYP.) DOOR HEAD SCALE: 3" =1' -0" G.W.B. ON MTL. FRAMING (TYP.) WALL TYPES) PROVIDE ANCHORS THREE (3) PER JAMB STIFFENER SCREWS AT 24" O.C. DOOR JAMB SCALE: 3" =1' -0" NOTE: REFER TO DOOR AND HARDWARE SET SCHEDULES SHEET A1.0 3' -0' / / / / / \ \ 1 HOLLOW CORE METAL DOOR DOOR TYPE "A" 3' -0' / / / / / / / / / / SOLID CORE BIRCH DOOR DOOR TYPE "8" 1' -m° A.F.F. 3' 3' -0' OPEN HINGES PRE - MORTISED (DOOR ONLY) 3' x 3/4° M.F FRAME v LOCKSET FIELD MORTISED OPEN FITTING ROOM DOOR PREFIN. MDF DOOR DOOR TYPE "C" 2' 2' -0. ZIP / / EXTERIOR STOREFRONT GLASS DOOR DOOR TYPE "D " INTERIOR STOREFRONT GLASS DOORS DOOR TYPE "E" METAL DOOR FRAME COLUMN ENCLOSURE DETAIL SCALE: 1 1/2" =1' -0" FITTING ROOM 10' -10° APP. G.W.B. ON METAL FRAMING SALES AREA 1' -0' A.F.F. PREFIN. 3/4' X 3' MDF DOOR JAMB PREFIN. 3/4° x 3° MDF FRAME DOOR JAMB (BEYOND) PREFIN. I' X 4 -1 /S' MDF TRIM NOT USED SCALE: 1 1/2" =1' -0" DOOR TYPES SCALE: 3/8" =1' -0" FITTING ROOM HEADER SCALE: 1 1/2" =1' -0" 3" 1/2' 3' -0" /2' 3' FITTING ROOM PASSAGE I I PRE- MORTISED FOR it HINGES (DOOR ONLY) PREFIN. I' X 4 -1B' MDF DOOR JAMS PREFIN. 3/4' X 3' MDF TRIM DETAIL AT FITTING ROOM DOOR G.W.B. ON MTL FRAMING (TYP.) SCALE: 3 " =1' -0" 0 0 IL m p T4f INTERIOR PARTITION REFER TO PARTITION TYPES INSTALL IN -WALL CONTINUOUS 12'1-IX 16 GA. MIN. METAL STRAPPING W/ MIN. (2) *10 SCREWS PER STUD. COORD. LOCATIONS W/ FIXTURE MFG. WALL BASE AS SCHEDULED 01-0' $ FIN. FLOOR WALL STRAPPING DETAILS Z a_ STRAPPING in INSTALL IN -WALL CONTINUOUS 12 °H X 16 GA. MIN. METAL STRAPPING W/ MIN. (2) *10 SCREWS PER STUD. COORD. LOCATIONS W/ FIXTURE MFG. INTERIOR PARTITION - REFER TO PARTITION TYPES AI 0' -0° FIN. FLDOR ID I 3' -6' STRAPPING STRAPPING A INSTALL IN -WALL CONTINUOUS 12'1-4 X 16 GA. MIN. METAL STRAPPING W/ MIN. (2) #10 SCREWS PER STUD. COORD. LOCATIONS WI FIXTURE MFG. INTERIOR PARTITION - REFER TO PARTITION TYPES 41 ICI 0' -0' FIN. FLOOR STRAPPING FOR LIGHT BOXES- SEE A4.0 STRAPPING 0 7'J' SOX, IF REQUIRED REFER TO ELECTRICAL SHEETS INSTALL 2 ROWS OF IN -WALL CONTINUOUS 12'1-1 X 16 GA. MIN. METAL STRAPPING W/ MN. (2) *10 SCREWS PER STUD. REFER TO INTERIOR ELEVATIONS FOR PLACEMENT INSTALL IN -WALL CONTINUOUS 12"H X 16 GA. MIN. METAL STRAPPING W/ MIN. (2) $10 SCREWS PER STUD. COORD. LOCATIONS WI FIXTURE MFG. INTERIOR PARTITION - REFER TO PARTITION TYPES 41 STRAPPING STRAPPING 0'-0' FIN. FLOM v 0 151 D AI CODE FOR E COMPLIANCE APPROVED MAY 032011 City of Tukwila BUILDING DIVI IDM PARTITION REFER TO PARTITION TYPES INSTALL IN- WALL CONTINUOUS 12 °1-1 X I6GA. MIN. METAL STRAPPING W/ MIN. (2) *10 SCREWS PER STUD. COORD. LOCATIONS WI FIXTURE MFG. 0' -0' FIN. FLOOR RECEIVED 141 APR 08 2011 PERMITCENTER SCALE: 3/4" =1 ' -0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO® ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO 4306 NICHOLAS J. TRIC STATE OF WASHI REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 DATE: m SCALE: // / / / \ \ \ \/ 2,382 SQ. FT. \ \ \ / / ///' / 1,633 SQ. FT. INTERIOR STOREFRONT GLASS DOORS DOOR TYPE "E" METAL DOOR FRAME COLUMN ENCLOSURE DETAIL SCALE: 1 1/2" =1' -0" FITTING ROOM 10' -10° APP. G.W.B. ON METAL FRAMING SALES AREA 1' -0' A.F.F. PREFIN. 3/4' X 3' MDF DOOR JAMB PREFIN. 3/4° x 3° MDF FRAME DOOR JAMB (BEYOND) PREFIN. I' X 4 -1 /S' MDF TRIM NOT USED SCALE: 1 1/2" =1' -0" DOOR TYPES SCALE: 3/8" =1' -0" FITTING ROOM HEADER SCALE: 1 1/2" =1' -0" 3" 1/2' 3' -0" /2' 3' FITTING ROOM PASSAGE I I PRE- MORTISED FOR it HINGES (DOOR ONLY) PREFIN. I' X 4 -1B' MDF DOOR JAMS PREFIN. 3/4' X 3' MDF TRIM DETAIL AT FITTING ROOM DOOR G.W.B. ON MTL FRAMING (TYP.) SCALE: 3 " =1' -0" 0 0 IL m p T4f INTERIOR PARTITION REFER TO PARTITION TYPES INSTALL IN -WALL CONTINUOUS 12'1-IX 16 GA. MIN. METAL STRAPPING W/ MIN. (2) *10 SCREWS PER STUD. COORD. LOCATIONS W/ FIXTURE MFG. WALL BASE AS SCHEDULED 01-0' $ FIN. FLOOR WALL STRAPPING DETAILS Z a_ STRAPPING in INSTALL IN -WALL CONTINUOUS 12 °H X 16 GA. MIN. METAL STRAPPING W/ MIN. (2) *10 SCREWS PER STUD. COORD. LOCATIONS W/ FIXTURE MFG. INTERIOR PARTITION - REFER TO PARTITION TYPES AI 0' -0° FIN. FLDOR ID I 3' -6' STRAPPING STRAPPING A INSTALL IN -WALL CONTINUOUS 12'1-4 X 16 GA. MIN. METAL STRAPPING W/ MIN. (2) #10 SCREWS PER STUD. COORD. LOCATIONS WI FIXTURE MFG. INTERIOR PARTITION - REFER TO PARTITION TYPES 41 ICI 0' -0' FIN. FLOOR STRAPPING FOR LIGHT BOXES- SEE A4.0 STRAPPING 0 7'J' SOX, IF REQUIRED REFER TO ELECTRICAL SHEETS INSTALL 2 ROWS OF IN -WALL CONTINUOUS 12'1-1 X 16 GA. MIN. METAL STRAPPING W/ MN. (2) *10 SCREWS PER STUD. REFER TO INTERIOR ELEVATIONS FOR PLACEMENT INSTALL IN -WALL CONTINUOUS 12"H X 16 GA. MIN. METAL STRAPPING W/ MIN. (2) $10 SCREWS PER STUD. COORD. LOCATIONS WI FIXTURE MFG. INTERIOR PARTITION - REFER TO PARTITION TYPES 41 STRAPPING STRAPPING 0'-0' FIN. FLOM v 0 151 D AI CODE FOR E COMPLIANCE APPROVED MAY 032011 City of Tukwila BUILDING DIVI IDM PARTITION REFER TO PARTITION TYPES INSTALL IN- WALL CONTINUOUS 12 °1-1 X I6GA. MIN. METAL STRAPPING W/ MIN. (2) *10 SCREWS PER STUD. COORD. LOCATIONS WI FIXTURE MFG. 0' -0' FIN. FLOOR RECEIVED 141 APR 08 2011 PERMITCENTER SCALE: 3/4" =1 ' -0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO® ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO 4306 NICHOLAS J. TRIC STATE OF WASHI REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE CONSTRUCTION DETAILS SHEET NO. Al .2 CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE CONSTRUCTION DETAILS SHEET NO. Al .2 CCS PROTO RELEASE 2.0- 11/2010 FITTING RM. I MILLWORK BENCH 5' -0' MIN. COAT HOOK MOUNT 4S' A.F.F. HOOK PANEL 61 INDIVIDUAL SKATEBOARD TRUCKS MTD BY GC IN FIELD ON PROVIDED 3/4' PLYBOO BACKBOARD. BACKBOARD TO BE ATTACHED TO WALL W/ NO VISIBLE FASTENERS. MILLWORK FITTING ROOM DOOR AND FRAME -REFER TO DOOR SCHEDULE MILLWORK FITTING ROOM DOOR AND FRAME -REFER TO DOOR SCHEDULE 3' -0' W. X 6' -S' H. MIRROR HOOK PANEL INDIVIDUAL SKATEBOARD TRUCKS MTD BY GC IN FIELD ON PROVIDED 3/4' PLYBOO BACKBOARD. BACKBOARD TO BE ATTACHED TO WALL W/ NO VISIBLE FASTENERS. 25 ..I 2A 2D 0 / v VESTIBULE 5' -I0 3/8' ce 31 0' W. X 6' -8' H. MIRROR I' 6' W. x 6' -8' H. MIRROR c3 Iu PATCH AND REPAIR WALL AS REQ'D AFTER DEMOLITION OF ADJACENT PARTITIONS. ,a- FITTING ROOM PLAN TOGGLE BOLT 12 G.X3'X3'STL. ANCHOR PLATE 1 1/2' DIA. GRAB BAR OVER PLATE MOUNTING PLATE 3 5/8' 20 GA. MTL. STUD CONT. ATTACHED TO REST 3 5/8' 20 GA. MTL. STUD 9 16' O.C. 5/8' GYP. BD. 11/2' I1/2 5/8' L_} FITTING RM. II' II° EQ 3' -0 3/4° 1 1/2' DIA. ALUM. HANDRAIL PER SPECIFICATIONS BRACKET g 4' -0' O.G. MAX. WALL BRACKET 4' -0' PAINTED G.W. 4' -0' WAINSCOAT REFER TO FINISH PLAN 3' -3 5/16' 12' F.RP. PANEL 36' MAX. T rcl SCALE: 1/2" = 1' -0" SHELVES AND SURFACE MTD STANDARDS 42' GAB BAR 36' GRAB BAR 8 TOILET ROOM ACCESSORIES SCHEDULE ('ONLY AS REQ'D) TOILET ROOM GENERAL NOTES GRAB BARS BOBRICK 13-6806 SATIN FINISI4 WITH CONCEALED MOUNTINGS 11/2' DIAMETER (TEL: 818- 982 -9600) 2. TOILET TISSUE DISPENSER BOBRICK 1316867 SURFACE MOUNT (TEL: SIS -9S2 -9600) 3. MIRROR BOBRCK B- 293 -1836 STAINLESS STEEL TILT MIRROR 18' X 36' (TEL: 818-982-9600) 4. SOAP DISPENSER TO BE PROVIDED BY STORE OPERATIONS AT TI4E TIME OF STORE OPENING. 5. SHELVES AND STANDARDS (2) 12° DEEP 4' -0' WIDE 1 1/2' SHELF - PLASTIC LAMINATE (6) SIDES ON M.D.F. 6' -0' APP. ON (2) GARCY 604 STANDARDS WITH (4) GARCY 12' 686 BRACKETS 6, FAUCET DELTA MODEL "2131 CLASSIC TWO HANDLE SPECIALTY FAUCET WIN THREADED SPOUT. ADA COMPLIANT. 4' CENTERS. SUPPLIED AND INSTALLED BY GC. GC IS ALSO TO PROVIDE I SIX -FOOT LAUNDRY HOSE. 1. PAPER TOWEL DISPENSER BOBRICK MODEL 41S -253 S. ADA BRAILLE SIGNAGE NOTE: ALL TOILET ROOM ACCESSORIES FINISHES TO BE *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. NOT USED 3' -0' 4' -0' MIN. AI3 T.P. DISPENSER WATER CLOSET WALL BASE REFER TO FINISH PLAN 2' -9 1/16' IS' 61 PAPER TOWEL DISPENSER MIRROR LAVATORY FLUSH HANDLE ON WIDE SIDE OF SPACE SCALE: AS NOTED _J 6' MAX TOE -J IT KNEE SPACE DASHED AREA INSULATED PIPE WRAP GRAB BAR DETAIL (AS REQ'D) SCALE: 3 " =1' -0" 2' -0' + + + + PARTITIONS REFER TO PARTITION TYPES INSTALL PREFINISHED WOOD BENCH TOP AND FRONT -SEAL ALL EDGES W/ CLEAR SILICONE REFER TO FIXT MFG. DWGS 3 5/8' X 20 GA METAL FRAMING. PROVIDE BLOCKING ADM_ AS REQ'D 1' -10 1/4' SECTION @ BENCH SCALE: 1 1 /2 " =1' -0" TOILET ROOM ELEVATIONS (FOR REFERENCE ONLY AS REQ'D) SCALE: 1 /2 " =1' -0" I. IF 'NEW TOILET ROOM' IS IDENTIFIED ON PLANS: TOILET ROOM TO BE LOCATED IN LOGICAL LOCATION TO LANDLORD'S WATER AND SEWER LINES. PLANS ASSUME CONDITIONS WHICH MAY SE INACCURATE. TEN G.G. TO FIELD VERIFY LOCATION OF EXISTING CONDITIONS AND NOTIFY PROJECT CONSTRUCTION MANAGER IF CHANGES ARE NECESSARY. TEN. G.C. TO VERIFY LOCATION AND ORIENTATION OF EXISTING TOILET ROOM(S) (IF ANY) AND UTILIZE WHEN POSSIBLE EXISTING PLUMBING WALLS AND PLUMBING LINES TO MINIMIZE EXCESSIVE WORK AND NOTIFY TENANT REP. IF CHANGES ARE NECESSARY. 2. PROVIDE AND INSTALL A (M) 30 MIL. (MIN.) WATERPROOF MEMBRANE. EXTENDED A MINIMUM OF 4' UP VERTICAL SURFACES IN TOILET ROOMS OR AS REQUIRED BY LANDLORD. 3. PROVIDE AND INSTALL A FLOOR DRAIN IF NOT EXISTING. 4. PROVIDE AND INSTALL MARLITE FIBERGLASS REINFORCED PANEL (F.RP.) WAINSCOAT TO 4' -0' APP. REFER TO 514EET A3.0 FOR FINISHES. 5. SEAL FULL AROUND ALL EDGES * ADJOINING MAT'LS WITH CLEAR SILICONE (WOOD BASE TO WALLS MIRROR TO WALLS, BENCH TO WALLS, ETC.) 6. IF 'EXISTING TOILET ROOM' IS IDENTIFIED ON PLANS: IF TOILET ROOM IS IDENTIFIED AS 'EXISTING' ON PLANS, TEN. G.G. TO VERIFY ACTUAL EXISTING CONDITIONS AND REPORT TO PROJECT CONSTRUCTION MANAGER AS TO CONDITION OF ALL FIXTURES AND ACCESSORIES. THE PROJECT CONSTRUCTION MANAGER WILL DETERMINE IF ANY NEW WORK IS TO BE DONE IN EXISTING TOILET ROOM. 1. PLUMBING FIXTURES REFERENCE MECHANICAL SHEETS) FOR EXTENT OF PLUMBING WORK ALL NEW PLUMBING FIXTURES UNLESS OTHERWISE SPECIFIED ON PLANS, S. TOILET ROOM ACCESSORIES SEE TOILET ROOM ACCESSORY SCHEDULE ON THIS SHEET 9. ACCESSIBLE TOILET ROOM DETAILS PROVIDED FOR FINISH REQUIREMENTS ONLY. IN THE EVENT AN ACCESSIBLE TOILET ROOM IS TO BE PROVIDED, REFERENCE 'ADA TOILET ROOM REQUIREMENTS', BELOW 10. ADA 4.16 WATER CLOSET: THE HEIGHT IS REQUIRED TO BE A MINIMUM OF 11 INCHES AND A MAXIMUM OF I9 INCHES MEASURE TO THE TOP OF THE SEAT. FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING HANDLE WITH A MAXIMUM OPERATING FORCE OR 3 LBF OR SY A REMOTE LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO SE LOCATED SO IT IS OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT. HANDLE ON TOILET NOT TO EXCEED 44' A.F.F. THE REQUIREMENTS FOR TOILET COMPARTMENTS DEPEND 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 MUST BE A lb GALLON FLUSH FIXTURE. II. ADA 4.19 LAVATORY: PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON 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 INCHES WIDE, TO 9 INCHES ABOVE THE FLOOR AND 11 INCHES DEEP FROM THE FRONT OF THE LAVATORY. •« NO HEIGHT LIMITATIONS ARE SPECIFIED FROM THE TOP OF THE LAVATORY, BUT 34 INCHES IS RECOMMENDED BY THE FEDERAL ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD (ATBGB). 12. 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. 13. INSULATE OR COVER HOT WATER AND DRAIN PIPES UNDER LAVATORIES. 14. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. 15. FAUCET CONTROLS AND OPERATING MECHANISMS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CAN NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS 15 NOT TO EXCEED 5 LBF. LEVER - OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF - CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 16. ADA 426 GRAB BARS: LOCATE GRAB BARS ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE WATER CLOSET. 33 INCHES ABOVE AND PARALLEL TO THE FLOOR. GRAB BARS AT THE SIDE ARE TO BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET. GRAB BARS AT THE BAGK CAN NOT BE LESS THAN 36 INCHES LONG. I1. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE IS REQUIRED TO BE 11/4 TO 11/2 INCHES, OR THE SHAPE IS TO PROVIDE AN EQUIVALENT, GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR IS TO BE 11/2 INCHES. 18. GRAB BARS SHALL NOT ROTATE AND SHALL WITHSTAND 250 LBS/FT BENDING, SHEAR, AND TENSION. 19. GRAB BARS AND ANY SURFACE ADJACENT TO THEM CAN NOT HAVE ANY SHARP OR ABRASIVE ELEMENTS. EDGES ARE TO HAVE A MINIMUM OR I/8 INCH. 20. ADA 4.19 ACCESSORIES: WHERE SANITARY NAPKIN, WASTE RECEPTACLES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED. AT LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE FLOOR. 21. MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES FROM THE FLOOR. 22. ACCESS. TOILET ROOMS SHALL HAVE TOILET PAPER DISPENSERS MTD. AS SHOWN. HT. SHALL BE I' -9' AFP., DISPENSERS SHALL NOT PROJECT BEYOND THE FRONT. OF THE WATER CLOSET. DISPENSERS THAT CONTROL DELIVERY OR DO NOT PERMIT CONTINUOUS FLOW SHALL NOT BE USED. 23. ACCESS. TOILET ROOM STALLS SHALL HAVE TOE CLEARANCE AT THE FRONT PARTITION 4 AT LEAST ONE SIDE PARTITIONS OF 9' APP. IF SUCH SPACE IS NOT PROVIDED, LENGTH 4 WIDTH OF STALL SHALL BE INCREASED BY 9' IN EACH DIRECTION ALL DOOR ARE TO SWING OUT. 24. ADA 430 SIGNS: TOILET ROOM DOORS SHALL BE CLEARLY LABELED BY APPROPRIATE SYMBOL, SECURELY FASTENED. 8' -9 1/2' V.I.F. EXISTING ADA GRAB BARS EXISTING WATER ctLOSET EXISTING LAVATORY I I EXISTING FLOOR DRAIN EXISTING TOILET ROOM TO REMAIN - VERIFY PROPER OPERATION 4 BRING ROOM TO 'LIKE NEW' CONDITION VERIFY EXISTING OR PROVIDE 12 °DIA X 1/4' BRAILLE UNISEX SIGNAGE TOILET ROOM PLAN - EXISTING SCALE: 1 /2 " =1' -0" ELEv. k SEE ELEV. CONT. 'J' MOW 1/4' PLATE MIRROR W/ POLISHED EDGES 'J' MOW TO HAVE A BRUSHED CLEAR FINISH SEAL ALL OPEN EDGES W/ CLEAR SILICONE CONT. 'J' MOW SECTION @ MIRROR SCALE: 6 " =1' -0" SCREW TO SECURE BOARD TO WALL UNDER TRACK (°) PLYBOO MOUNTING BOARD by VENDOR TRUCK HOOK by TENANT, INSTALLED by G.C. - G.C. TO EPDXY TRUCK SCREWS IN PLACE G.C. TO ATTACH TRUCK TO PLY13O0 BACKBOARD WI PAN SPANNER SELF - TAPPING SCREW (ONE -WAY SECURITY SCREWS) TRUCK/ PANEL MOUNTING SCALE: 1 1 /2 " =1' -0" FIN. CL. ELEVATION A 1400K PANEL: BLOCKING BEYOND BY GC. INDIVIDUAL SKATEBOARD TRUCKS MTD BY GC IN FIELD ON PROVIDED 3/4' PLYBOO BACKBOARD. BACKBOARD TO BE ATTACHED TO WALL W/ NO VISIBLE FASTENERS. (SCREW TO MOUNT BOARD TO WALL, SHALL BE UNDER TRUCK CENTER) AREA OF GRAPHIC FIN. CLGs. ELEVATION C (2) MILLWORK BENCH ELEVATION B REFER TO SHEET A6.0 FOR LIGHT FIXTURE MOUNTING INFORMATION 3' -0' X 6' -8° MIRROR I' -6' X 6' -5' MIRROR MILLWORK FITTING RM DOOR AND FRAME WALL BASE AS SCHEDULED ELEVATION D 4 AI3 u I w SCALE: // / 4 7 AI3 1 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: 9- (2) MILLWORK BENCH ELEVATION B REFER TO SHEET A6.0 FOR LIGHT FIXTURE MOUNTING INFORMATION 3' -0' X 6' -8° MIRROR I' -6' X 6' -5' MIRROR MILLWORK FITTING RM DOOR AND FRAME WALL BASE AS SCHEDULED ELEVATION D 4 AI3 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. 1 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: 9- FITTING ROOM ELEVATIONS SCALE: 1 /4 " =1' -0" GENERAL CONTRACTOR TO CUT CASING IN FIELD. MITER ALL CORNERS. SALES 1/2' -$1, 2' PARTIAL ELEVATION AT WOOD CASING 03 0 4 1 /8' HEADER DETAIL -1' -01 APP. Awl WOOD CASINGS PLANE SMOOTH PRIOR TO PAINTING. TENANT G.G. SHALL INFILL ALL NAIL HOLES WIN WOOD PUTTY SCALE: 3" = 1' -0" 2' 1/2' VESTIBULE 3' -0' I CODE FOR DE COMPLIANCE _. APPROVED MAY 032011 City of Tukwila 18UJLDINr niviRInnM SALES AREA I° X 4 -1/5' SOLID POPLAR DOOR JAMB PREPARE FOR PAINT 3/4' X 2' SOLID POPLAR TRIM PREPARE FOR PAINT JAMB AND TRIM BY TENANT G.C. blit%-093 DETAIL AT CASED OPENING G.W.B. ON MTL FRAMING (TYP.) RECEIVED APR 08 2011 PERMIT CENTER SCALE: 3" = 1' -0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO° ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO 4306 n S 1ST A' ► HITE NICHOLAS J. TRI STATE OF WASHI G R NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 ;fie VIE VW/ PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE CONSTRUCTION DETAILS SHEET NO. Al • 3 CCS PROTO RELEASE 2.0- 11 2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR ;fie VIE VW/ PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE CONSTRUCTION DETAILS SHEET NO. Al • 3 CCS PROTO RELEASE 2.0- 11 2010 EQ S' -0' CL -3 OPEN 5.1-0" EQ 5' -3 3/4" LINE OF SOFFIT 10' -1° BANNER TRACK SYSTEM 3' -5 1/2' 11' 4' -0" ° • �p ACCESS PANEL 4' -0° EQ. 31-0' EQ: I 2' -0" TYP. EQ. 2' -0" TRACK CL -2 6 I1' -5 3/4' A.FF.) INTERIOR STOREFRONT - CEILING PLAN EQ. EQ. EQ. LINE OF SOFFIT CL -2 10' —I' A.F.F. 11-0 1/4' 61-0" TRACK 6 1/4' CL -2 9 I1' -5 3/4' AFF.I SCALE: 1 /2" = 1' -0" INTERIOR STOREFRONT - PLAN SCALE: 1 /2" = 1' -0" 5/S° 6° METAL CHANNEL (3) - 3 5/5" X 15 GA. BEARING STUDS FOR METAL JOIST ABOVE - SEE SI -IEET A2.1 C. OF BOXBEAM ABOVE GLAZING SILL 6° METAL CHANNEL EXISTING MALL GLAZING SYSTEM PLAN DETAIL Ln SEAM LOCATION SEE 15/A2.1 6" AT GLAZING . 5 1/2' LEASE LINE 4' 'C' CHANNEL BRAKE METAL ON 1/2° NON -COMB. PLYWOOD OVER METAL FRAMING. � r SCALE: 1 1 /2" = SEAM LOCATION (BEHIND MTL CHANNEL) 6" METAL CHANNEL (3) - 3 5/5" X 15 GA. BEARING STUDS FOR METAL JOIST ABOVE - SEE SHEET A2.1 BRAKE METAL ON 1/2' NON -COMB. PLYWOOD OVER METAL FRAMING. 4" 'C' CHANNEL SOFFIT LINE (ABOVE) GLAZING (3) - 3 5 /S" X 15 GA. BEARING STUDS FOR METAL JOIST ABOVE - SEE SHEET A2.1 BRAKE METAL ON 1/2' NON -COMB. PLYWOOD OVER METAL FRAMING. GLAZING SILL c. OF 15OX15EAM ABOVE 7LEASE LINE ° 6" METAL CHANNEL SEAM LOCATION (BEHIND MTL CHANNEL) PLAN DETAIL SCALE: 1 1 /2" = 1' -0" FASCIA BREAK METAL PANEL 4" METAL CHANNEL INDIVIDUALLY ILLUMINATED CHANNEL LETTER SIGN. REFER TO SIGN MFG. DRAWINGS FOR DETAILS AND PETAL 5/A23 OF ENTRY 4 SIGN GLAZING SYSTEM HEAD I 3/4' X 1 3/4' BRAKE METAL SIGN FASCIA PANEL 6' METAL CHANNEL 2" BLACK METAL REVEAL Q OF BOLT 4 CHANNEL (TYP.) MALL CEILING BLADE SIGN LOCATION OF BOLT 4 CHANNEL (TYP.) U/S MALL OVERNANG BIRCH PANELS W/MARINE VARNISH i i i GLAZING • . • S S • - • • • MALL ENTRANCE i N lU. CCS.COM i .COM A CCS.COM PATCH AND RAIL DOOR REFER TO DOOR SCI- IEDULE 29' -4 5/5' LEASE DIMENSION i GLAZING 0 GLAZING GLAZING SYSTEM BASE PANEL SEAMS TO ALIGN W/ 2" METAL CHANNEL 2° METAL CHANNEL INTERIOR STOREFRONT - ELEVATION MALL BULKNEAD /CEILINCz ADJACENT TENANT NEUTRAL PIER NOTE: COORDINATE EXIST'G CONDITIONS WITH TENANT'S STOREFRONT VENDOR - PREPARE SUBSTRATES AS REQ'D - REFER TO STOREFRONT SHOP DRAWINGS FOR DETAILS SCALE: 1 /2" = 1' -0" 4'1' REVIEWED FOR CODE COMPLIANCE APPROVED MAY 032011 City of Tukwila BUILDING DIVI,SIfN EXISTING G.W.B. BUILD -OUT EXISTING MALL COLUMN EXIST'G DEMISING WALL REFER TO PARTITION TYPES BRAKE METAL ON I/2° NON -COMB. PLYWOOD OVER METAL FRAMING. (3) - 3 5 /S' X 15 GA. BEARING STUDS FOR METAL JOIST ABOVE - SEE SHEET A2.1 4. OF BOXBEAM ABOVE 4" 'C' CHANNEL PLAN DETAIL r LEASE LINE 4' 'C' CHANNEL GLAZING SILL pelk 6' METAL CHANNEL RECEIVED APR 08 2011 PERMIT CENTER SCALE: 1 1 /2" = 1' -0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO® ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE INTERIOR STOREFRONT PLANS & ELEVATION SHEET NO. A2.0 CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE INTERIOR STOREFRONT PLANS & ELEVATION SHEET NO. A2.0 CCS PROTO RELEASE 2.0- 11/2010 NOTCH PLYWOOD BACKER TO ACCEPT METAL SEAM DETAIL N.T.S. I- 2° L 6 FASCIA BRAKE METAL PANEL ON 1/2' NON -COMB. PLYWOOD 4' 'C' CHANNEL 3/81x 11/2' LAG SCREW W/ 3/8' WASHER (TYP.) NON -COMB BLOCKING AS REQ'D 5/8" GWB. VERTICAL CHANNEL (BEYOND) 11/4° X 2° X 1 /S" ANGLE 3/4" X 3/4° BLACK REVEAL 3 /8'x 11/2' LAG SCREW W/ 3/8' WASHER (TYP.) EXISTING MALL BULKHEAD BRAKE METAL OVER 1/2" PLYWOOD ON 3" X IS GA. STUDS g 161O.C. (1 PIECE FLOOR TO GLAZING CHANNEL) SEE RCP -, ENTRY CEILING 3 /S'x 1 1/2 ° LAG SCREW W/ 3/8 °WASHER (TYP.) 4' 'C' CHANNEL 5/S' GUS. 6" SEE RCP DISPLAY CEILING 3 5/8' MTL, STUD 5/8° G.W.B. NON-COMS BLOCKING AS REQ'D RECESSED GLAZING HEAD CLEAR SILICONE CLEAR TEMP. GLAZING CHANNEL DETAIL N.T.S. SECTION AT ENTRY DOOR DETAIL SCALE: 3" = 2 - 6" X 18 GA. METAL JOISTS WITH 3 5/S' X 20 GA. TRACKS AT TOP AND BOTTOM 5/5' G.W.B. ON 20 GA. MTL FRAMING g 16 O.C. GUS. NON -COMB BLOCKING AS REQ'D 13/4" X 13/4° GLAZING CHANNEL. COLOR TO MATCH STOREFRONT BRAKE METAL FINISH. DOOR PATCH PER SCHEDULE GLAZING SCALE: 3" = 11 -0" 4' 'C' CHANNEL SEAM REFER TO ELEV 1 I/4° X 2° X I /8' ANGLE 2' 'C' CHANNEL DETAIL @ HEAD SCALE: 3" = 1/4" GAP (MAX) GLAZING 2' 'C' CHANNEL 3" X 3/4° GLAZING CLIP. PAINTED TO MATCH STOREFRONT METAL. DETAIL @ CLIP SCALE: 3" = 3 /8'x 11/2' LAG SCREW W/ 3/8' WASHER (TYP.) 1/4" GAP (MAX) DETAIL @ SILL GLAZING 2° 'C' CHANNEL 11/4° X 2° X 1/8° ANGLE SEAM REFER TO ELEV 4' 'C' CHANNEL SCALE: 3" = MALL BULKHEAD SECTION AT ENTRY SECTION AT GLAZING SCALE: 3" = 1' -0" 3/4" X 3/4' BLACK REVEAL 4" 'C' CHANNEL 3 /S °x 11/2° LAG SCREW W/ 3 /8'WASHER (TYP.) 3 /8 1x 11/2" W/ 3 /S °WA 5/S° GWB. AZ_44 LAG SCREW SHER CTYP.) ,0 ._.,cam , ®® i Opp Z_ F EXISTING MALL BULKHEAD FASCIA BRAKE METAL PANEL ON 1/2° NON -COMB. PLYWOOD 4" 'C' CHANNEL NON -COMB BLOCKING AS REQ'D RECESSED GLAZING HEAD CLEAR SILICONE CLEAR TEMP. GLAZING BRAKE METAL PANEL TO EXTEND MIN. I /16° PAST G.W.B. SOFFIT AND RETURN TO TERMINATE FINISH SECTION AT GLAZING SCALE: 3" = SECTION AT ENTRY SIGN FASCIA PANEL BRAKE METAL PANEL ON 1/2' NON -COMB. PLYWOOD 2 - 6" X IS GA. METAL JOISTS WITH 3 5/0' X 20 GA, TRACKS AT TOP AND BOTTOM 5/8° G.W.B. ON 20 GA. MTL FRAMING 616° O.G. PAINT: P -4 BRAKE METAL PANEL TO EXTEND MIN. I /16' PAST G.W.B. SOFFIT AND RETURN TO TERMINATE FINISH SCALE: 3" = 5 1/2' MALL FLOORING SECTION AT KNEEWALL CLEAR TEMP. GLAZING APPLY A CONTINUOS BEAD OF CLEAR SILICONE BETWEEN BRAKE METAL AND METAL CHANNEL. (TYP) CLEAR SILICONE BRAKE METAL - RETURN TO GLAZING CHANNEL RECESSED GLAZING SILL NON -COMB BLOCKING AS REQ'D 3 /5'x 11/2' LAG SCREW W/ 3/8 °WASHER (TYP.) 4' METAL CHANNEL BRAKE METAL OVER 1/2" PLYWOOD ON 2 1/2° X 18 GA. STUDSg 12'O.C. (1 PC FLOOR TO GLAZING CHANNEL) 4' METAL CHANNEL CONC. SLAB SCALE: 3" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 032011 CityofTukwila RI BIDING DIVISION MALL FLOORING CLEAR TEMP. GLAZING APPLY A CONTINUOS BEAD OF CLEAR SILICONE BETWEEN BRAKE METAL AND METAL CHANNEL. (TYP) CLEAR SILICONE BRAKE METAL - RETURN TO GLAZING CHANNEL RECESSED GLAZING SILL NON -COMB BLOCKING AS REQ'D 3 /S'x 1 1/2 ° LAG SCREW W/ 3/5' WASHER (TYP.) 4" METAL CHANNEL BRAKE METAL OVER 1/2° PLYWOOD ON 3 5/8' X 15 GA. STUDS 16 1O.C. (1 PC FLOOR TO GLAZING CHANNEL) 4' METAL CHANNEL CONC. SLAB SECTION AT KNEEWALL SCALE: 3" = 1' -0" 131-11 1/2° APP. V MALL BULKHEAD 4° METAL CHANNEL STOREFRONT SIGN REFER TO SIGN MFG. DRAWINGS 0 10,-1' APP. + + + + 4° METAL CHANNEL GLAZING (BEYOND) STOREFRONT NOTE: ENTRY DOORS TO REMAIN IN AN OPEN AND SECURE POSITION DURING STORE HOURS. 4' METAL CHANNEL (BEYOND) 0 01-0' LEASE LINE 4' -8 1/4° 3'-0' O O O O O O 5/S ° TYPE 'X' G.W.B. TO DECK, ABOVE (FIRESTOPPED AT ALL PENETRATIONS (WHERE NOT EXIST'G) 3 5/8" X 20GA. DIAGONAL BRACING g 48° O.G. TO STRUCTURE ABOVE. 5/81 G.W.B. ON 3 5/8" X 20 GA. MTL FRAMING g 16° O.C. PAINT: P -2 2 - 6' X IS GA. METAL JOISTS WITH 3 5/S' X 20 GA. TRACKS AT TOP AND BOTTOM 5/8' G.WB. ON 3 5/8' X 20 GA. MTL FRAMING PAINT: P -2 5/8" G.W.S. ON 3 5/8' X 20 GA. MTL FRAMING PAINT: P -4 4° METAL CHANNEL (BEYOND) ENTRY DOORS GLAZING SYSTEM INTERMED IATE METAL PANEL INSERT FINISH BOTH SIDES GLAZING SYSTEM BASE FIN. FLOOR MALL FLOORING STORE FLOORING PROVIDE SMOOTH CONTINUOUS TRANSITION BETWEEN TENANT FLOOR FINISH AND MALL FLOORING FLASH PATCH AS REQUIRED. SECTION AT ENTRY SCALE: 3/4" = 3/4' X 3/4' REVEAL MALL BULKHEAD 01'13'4 1/2' A.F.F. MALL BULKHEAD 4" METAL CHANNEL . 11' -5 3/4" APP. 5/8' G.W.B. CEILING PAINT: P -4 -0 01 -0' 5/8 ° TYPE 'X' G.W.B. TO DECK, ABOVE (FIRESTOPPED AT ALL PENETRATIONS (WHERE NOT EXIST'G) DISPLAY TRACK - PROVIDE BLOCKING AS REQ'D - INSTALL PER MFG INSTRUCT I ONS —\ LEASE LINE L_ G.W.B. CEILING PAINT: P -2 TRACK LIGHT FIXTURE 3'-5 1 /5' 5° 5° + ++ 6' 4' -T 3/5' J MALL FLOORING STORE FLOORING SECTION AT GLAZING 6 3 5/8" X 20GA. DIAGONAL BRACING g 45' O.C. TO STRUCTURE ABOVE. 2 - 6' X IS GA. METAL JOISTS WITH 3 5/5' X 20 GA. TRACKS AT TOP AND BOTTOM 5/S" G.W.B. ON 3 5/5' X 20 GA. MTL FRAMING g 16' O.G. TIGHT TO DECK PAINT: P -2 A2.3 GLAZING SYSTEM VERTICALS (BEYOND) GLAZING 3/5° X 11/2° LAG SCREWS BRAKE METAL OVER 1/2' PLYWOOD ON 3' X 18 GA. STUDS 16'O.C. FIN. FLOOR SCALE: 3/4" = 1' -0" I. N/A 2. STOREFRONT SHALL BE APPROVED BY LANDLORD PRIOR TO FABRICATION. 3. SUBMIT STOREFRONT SHOP DRAWINGS TO CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 4. SUPPLY AND INSTALL BRAKE METAL WHERE INDICATED ON DRAWINGS. ALL BRAKE METAL SHALL BE MIN. 16 GA.. NO EXPOSED FASTENERS ARE PERMITTED. SEAL BOTTOM EDGES WITH SILICONE TO MATCH BRAKE METAL COLOR TOP EDGES TO BE INSTALLED WITH TIGHT EDGES TO CEILING- NO CUT EDGES. 5. CONTRACTOR SHALL SUBMIT SAMPLE OF STOREFRONT POWER COAT METAL FINISH TO CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 6. SIGN MANUFACTURER TO SUPPLY AND INSTALL ILLUMINATED STOREFRONT SIGN PER LANDLORD AND TENANT APPROVED SIGN SHOP DRAWINGS. CONTRACTOR RESPONSIBLE FOR PROVIDING BLOCKING AND ELECTRIC TO SIGN. I. ALL BRAKE METAL HORIZONTAL AND VERTICAL PIECES ARE TO SE SEAMLESS TO 12'. IF 12' GOODS ARE NOT AVAILABLE CONTACT CONSTRUCTION MANAGER. S. SUPPLY AND INSTALL, PER LANDLORD'S CRITERIA, A METAL REVEAL SEPARATING TENANT'S FINISHES FROM LANDLORD'S FINISHES. 9. ALL STOREFRONT BLOCKING MUST BE NON - COMBUSTIBLE. 10. SUPPLY AND INSTALL GLAZING FRAMING. CONTACT TENANT CONSTRUCTION MANAGER FOR SPECIFICATION. 10. ALL METAL 'C' CHANNELS SHALL BE .125° THICK METAL. II. ALL BRAKE METAL SHALL BE 'BRAKED' TO TERMINATE BEHIND CHANNELS. STOREFRONT FINISHES ALL BRAKE METAL, GLAZING CHANNELS, METAL DECORATIVE CHANNELS, BOLTS, NUTS AND WASHERS SHALL SE FINISHED TO MATCH CMT -I, UNLESS OTHERWISE NOTED. STOREFRONT GLAZING ALL STOREFRONT GLAZING SHALL BE CLEAR TEMPEREDGLASS WITH POLISHED EDGES. UNLESS OTHERWISE NOTED, THE GLAZING THICKNESS SHALL BE: 1/2" NOTE: COORDINATE EXIST'G CONDITIONS WITH TENANT'S STOREFRONT VENDOR - PREPARE SUBSTRATES AS REQ'D - REFER TO STOREFRONT SHOP DRAWINGS FOR DETAILS EC STD APR 08 2011 PERMIT CEN i ER STOREFRONT / SIGNAGE NOTES FOOTLOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO® ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO 1.4306 SE RE 1ST AR IT NICHOLAS 1. TRICARI STATE OF WASHING REVISIONS NO. DESCRIPTION DATE FIRST ISSUE 04/01/11 Pal% Ste %we PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE INTERIOR STOREFRONT SECTIONS AND DETAILS SHEET NO. A2.1 CCS PROTO RELEASE 2.0— 11(2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR Pal% Ste %we PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE INTERIOR STOREFRONT SECTIONS AND DETAILS SHEET NO. A2.1 CCS PROTO RELEASE 2.0— 11(2010 ° 3 5/8" X 18 GA. MTL, FRAMING GLAZING SILL AT KNEEWALL 3 5/S° X 18 GA. MTL. FRAMING 5/8' TYPE °X' G.W.B. // OVER 6" X 18 GA. MTL. FRAMING BRAKE METAL OVER 1/2" MARINE GRADE F.R. PLYWOOD BACKER VAPOR BARRIER OVER 5/8' GOLD BOND SHEATHING aD r 4° 'C' CHANNEL BRAKE METAL OVER 1/2A MARINE GRADE F.R. PLYWOOD BACKER VAPOR BARRIER OVER 5/8' GOLD BOND SHEATHING VAPOR BARRIER OVER 5/8' GOLD BOND SHEATHING BRAKE METAL OVER 1/2' MARINE GRADE F.R. PLYWOOD BACKER 3 /8'x ,1 1/2° LAG SCREW W/ 3/8" WASHER (TYP.) 4" METAL CI- 1ANNEL BRAKE METAL OVER 1/2' MARINE GRADE F.R. PLYWOOD BACKER, EXTEND TO GLAZING. VERTICAL CHANNEL (BEYOND) 3 5/S° MTL FRAMING W/ R -13 BATT INSULATION RECESSED GLAZING SILL W/ CLEAR SILICONE 5/8' TYPE °X" G.W.B. ON -1/8° HAT CHANNEL BRAKE METAL (BEYOND) ON 1/2° MARINE GRADE ER PLYWOOD BACKER OVER METAL FRAMING. SEALED (ALL SIDES) CLEAR TEMP. GLAZING PLAN DETAIL SCALE: 3" = 1' -0" SECTION AT GLAZING SCALE: 3" = 1' -0" � I --m -- - ALIGN FRAMING LINE OF SOFFIT (ABOVE) —� LINE OF SOFFIT (ABOVE) EX'G PARTITION: EX'G FRAMING WITH NEW FINISHES NEW PARTITION: SEE GC NOTE DTL 1/423 14' -Z 1/4° 121-51 L 3'-0' ° c0 1 ui 3' -8 1/2' 3' -4' 6" 7— —7 1--- -7 7 -- fn 1 11 zo IZ — 3' -4 1/2° 6' 6' PREFINISHED BIRCH PANEL OVER 1/2° MARINE GRADE PLYWOOD BACKER 3 /8 °x 1 1/2' LAG SCREW W/ 3/8' WASHER (TYP.) 4" METAL CHANNEL BRAKE METAL OVER 1/2' MARINE GRADE F.R. PLYWOOD BACKER 3 /8 1x 1 1/2° LAG SCREW W/ 3/8' WASHER (TYP.) 6" TRACK. WATERPROOF BASE CONNECTION TO SLAB AS REQ'D TO ACHIEVE A WATER TIGHT CONDITION EXTERIOR MALL WALKWAY N BACKER ROD AND SEALANT 5/8' TYPE "X° G.W.B. VAPOR BARRIER OVER 5/8" GOLD BOND SHEATHING 6° MTL FRAMING W/ R -21 BATT INSULATION SCHEDULED WALL BASE INTERIOR FINISHED CONCRETE SLAB SEALED (ALL SIDES) CLEAR TEMP. GLAZING RECESSED GLAZING SILL 4° METAL CHANNEL BRAKE METAL OVER 1/2" MARINE GRADE F.R. PLYWOOD BACKER 3 /8 "x 11/2" LAG SCREW W/ 3/8° WASHER (TYP.) 3 -5/8° TRACK. WATERPROOF BASE CONNECTION TO SLAB AS REQ'D TO ACHIEVE A WATER TIGHT GONDITION EXTERIOR MALL WALKWAY BACKER ROD AND SEALANT CLEAR SILICONE BRAKE METAL - RETURN TO GLAZING CHANNEL APPLY A CONTINUOUS BEAD OF CLEAR SILICONE BETWEEN BRAKE METAL AND METAL CHANNEL. FLUSH AS REQUIRED FOR WATER TIGHT SEAL. (TYP.) NON -COMB BLOCKING AS REQ'D 4° METAL CHANNEL BRAKE METAL OVER 1/2' MARINE GRADE F.R PLYWOOD BACKER VAPOR BARRIER OVER 5/8" GOLD BOND SHEATHING 3 5/8" MTL FRAMING W/ R -13 BATT INSULATION 5/8" YPE "X" G.W.B. INTERIOR FINISHED CONCRETE SLAB EXTERIOR STOREFRONT - PLAN SCALE: 1 /2" = 1 '-0" SECTION AT WALL SCALE: 3" = 1' -0" SECTION AT KNEEWALL SCALE: 3" = 1' -0" NOTE: COORDINATE EXIST'G CONDITIONS WITH TENANT'S STOREFRONT VENDOR - PREPARE SUBSTRATES AS REQ'D - REFER TO STOREFRONT SHOP DRAWINGS FOR DETAILS MALL OVERHANG WITH STUCCO FACADE Q OF ENTRY 4 SIGN \--MALL OVERHANG WITH STUCCO FACADE EMERGENCY EXIST DOOR CONNECTING TO MALL CORRIDOR NOTE: G.C. TO SUPPLY, VARNISH ALL SIDES, AND INSTALL BIRCH PANELS. COORDINATE SPECIFIC REQUIREMENTS AND FINAL FINISH WITH FOOTLOCKER PROJECT MANAGER 4. OF BOLT 4 CHANNEL (TYP.) 12" METAL 'C' CHANNEL 6' METAL 'C' CHANNEL 4" METAL 'C' CHANNEL FASCIA BREAK METAL PANEL UNDERSIDE MALL CANOPY INDIVIDUALLY ILLUMINATED CHANNEL LETTER SIGN. REFER TO SIGN MFG. DRAWINGS FOR DETAILS AND DETAIL 5/A23 FASCIA BREAK METAL PANEL UNDERSIDE MALL CANOPY BRAKE METAL SIGN FASCIA PANEL 12' METAL 'C' CHANNEL 6' METAL 'C' CHANNEL 4' METAL 'C' CHANNEL REVIEWED FOR CODE COMPLIANCE t APPROVED MAY032011 City Of Tukwila BUILDING DIVISION 4. OF BOLT 4 CHANNEL (TYP.) '11 EQ I EQ I PANEL PANEL 1' PAINTED REVEAL, TYP_ 3 BIRCH PANELS W/ LU MARINE vARNISH� PANEL PANEL EQ 2 PANEL EQ 2 PANEL \— GLAZING GLAZING EQ 2 EQ 2 BRAKE METAL SEAM FASCIA BREAK METAL PANEL 3' -8 1/2' 1/2" FASCIA BREAK BRAKE METAL METAL PANEL SEAM 14' -Z 1/4' 14' -Z 1/4" 11' -5' 13'-1 I/2' 13' -I I/2' i1'- 1 3/4" LEASE DIMENSION MALL ENTRANCE HEIGHT t 093 RECEIVED APR 08 2011 PERIMilIT CENTER EXTERIOR STOREFRONT - ELEVATION SCALE: 3/8" = 1' -0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 410 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO® ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO 4306 n SE NICHOLAS J. TRIC STATE OF WASHI REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 In DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 EQ 2 EQ 2 BRAKE METAL SEAM FASCIA BREAK METAL PANEL 3' -8 1/2' 1/2" FASCIA BREAK BRAKE METAL METAL PANEL SEAM 14' -Z 1/4' 14' -Z 1/4" 11' -5' 13'-1 I/2' 13' -I I/2' i1'- 1 3/4" LEASE DIMENSION MALL ENTRANCE HEIGHT t 093 RECEIVED APR 08 2011 PERIMilIT CENTER EXTERIOR STOREFRONT - ELEVATION SCALE: 3/8" = 1' -0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 410 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO® ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO 4306 n SE NICHOLAS J. TRIC STATE OF WASHI REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE EXTERIOR STOREFRONT PLANS & ELEVATION SHEET NO. A2.2 CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE EXTERIOR STOREFRONT PLANS & ELEVATION SHEET NO. A2.2 CCS PROTO RELEASE 2.0- 11/2010 FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH H STOEE 1 NEW YORK, NY 10120 STOREFRONT SIGN NOTES TENANT SIGN CONTRACTOR TO SUPPLY AND INSTALL INDIVIDUAL CHANNEL LETTER SIGN. 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. 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 NAVE INSURANCE ON FILE WITH MALL TENANT COORDINATOR AT TIME OF CHECK -IN. VINYL GRAPHIC INSTALLATION NOTES TENANT SIGN CONTRACTOR TO SUPPLY AND INSTALL 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 CHECK -IN. ARCHITECT: TRICARICO® Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com > LU 0 ~ wtY W (Y ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO -\ w tU I- u_ T to (Y 0 f- w-1 r -c1 LI) A al vt REFER TO ELEV i \ S1AL 0 � (; VINYL WINDOW GRAPHIC SCALE: N.T.S. Q STOREFRONT SIGN INSTALLATION NOTES SCALE: N.T.S. 5/16' GROMMET HOLE (DRILLED TO SIGN MFG. DRAWINGS 4306 RE��ST:'ED AR T T NICHOLAS J. TRICA CO STATE OF WASHIN ON ALU ACROBAT SLIM RAIL INSTALLATION NOTES 6' BY CESAR GLASS PRIOR TO REFER FOR DETAILS SHIPMENT TO SIGN VENDOR) (TYP. BOTH SIDES). 2X2° BRUSHED ALUM. TUBE W/MOUNTING INSTALL SLIM RAIL SYSTEM WHERE INDICATED ON PLANS AND PER MANUFACTURES INSTRUCTIONS. REFER TO PLANS FOR SIZE AND LOCATIONS. TRACK IS SUPPLIED IN 10' -0' LENGTHS AND CUT N FIELD AS REQUIRED TO ACHIEVE SPECIFIED LENGTH. INSTALL MOUNTING HARDWARE AS INDICATED IN MANUFACTURER'S INSTRUCTIONS. G.G. TO PROVIDE APPROPRIATE BLOCKING WHERE REQUIRED ABOVE CEILING. PLATE, PAINTED PEWTER (PMS 8403C) • AND INTERIOR SIGN NOTES JACOB CABLE, CLIPS MOUNTING PLATE (BY SIGN VENDOR) TENANT SIGN CONTRACTOR TO SUPPLY STENCIL TO GENERAL CONTRACTOR. TENANT GENERAL CONTRACTOR TO POSITION STENCIL PER DRAWING A4.0. GENERAL CONTRACTOR SHALL PAINT SIGN P -4. X REVISIONS q NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 TENANT G.G. TO PROVIDE— ." 0 4 / ti BLOCKING At STOREFRONT A�'- WHERE REQUIRED. -' REVIEWED FOR ODE COMPLIANCE L L APPROVED MAY 0 3 2011 � � CityofTuk�ta � BUILDING DIVISION N = t _; `� , �� � n S' G.w$. cLG ACROBAT ACTIONS I/2" WHITE PLEXI LETTERS 5° ALU ALU SLIM RAIL 9;t9S113 MTD, TO BROWN METAL BACKGROUND (I EA. SIDE) SOFT RUBBED BRONZE r / PROVIDE ADD'L BLOCKING AS REQ'D -- 91 Mil DATE: 4/01 /11 4' -Il 3/4" METAL PANEL SCALE: AS NOTED 31 -0' GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. 8; BLADE SIGN DETAIL SCALE: N.T.S. 6 ALU ACROBAT SLIM RAIL SYSTEM SCALE: N.T.S. 4 INTERIOR STENCIL SCALE: N.T.S. PROJECT # : 110201 SURVEY PROVIDED ' ABOVE UNKNOWN. BEAM 6 EXISTING A.F.F. DRAWN BY: CR oik 161-3" =J NOTE: LIMITED SURVEY INFORMATION OVI RM PR DED, CONDITIONS ABOVE UNKNOWN. AFF �J AFF �J NOTE: LIMITED SURVEY INFORMATION PROVIDED, RM PR CONDITIONS ABOVE UNKNOWN" APP. NOTE: LIMITED INFORMATION CONDITIONS DECKAFF. G.G. TO VERIFY MALL FRAMING r - DECK G.C. TO VERIFY MALL FRAMING NOTE: LIMITED SURVEY INFORMATION OVI RM PR DED, CONDITIONS ABOVE UNKNC DECK G.G. TO VERIFY MALL FRAMING DECK j / G.G. TO COO?Ar1 NATE WITH MALL MANA TO VFY 0111111% Sri INF Nana ABOVE" TENANT FRAMING TO BE SUPPORTED FROM STEEL ° EXISTING STEEL BEAM ABOVE" TENANT FRAMING TO BE SUPPORTED FROM STEEL ° EXISTING STEEL BEAM g ABOVE. TENANT FRAMING TO BE SUPPORTED FROM STEEL ° EXISTING STEEL BEAM g MALL it DURING DEMOLITION. TENANT sl EXISTING STEEL WELDED ANGLESN II -9' STRUCTURAL MEMBERS ABOVE. HIRE LOCAL STRUCTURAL ENGINEER AS REQUIRED FOR FINAL , � �� �� �. �� � 1/� ��; 1 + / 14 -6 1/2 APP. WITH EXISTING WELDED ANGLES. STRUCTURAL MEMBERS ABOVE. HIRE LOCAL STRUCTURAL ENGINEER AS REQUIRED FOR FINAL / � + �� �� �� � + � �� p / - 14 -6 I/2 APP. WITH EXISTIN WELDED ANGLES. STRUCTURAL MEMBERS ABOVE. HIRE LOCAL STRUCTURAL ENGINEER AS � ^ �� >' �� � �� OA �� 1 + 1 �� • + 1 Li / 14 -6 I/2 APP. WITH EXISTING WELDED ANGLES. 5/S G•WB• ON 3 5/8 X 20 GA. MTL FRAMING 16 ° D.G. UP TO BEAM. NEW FRAMING TO BE INLINE WITH PREVIOUSLY INSTALLED STUDS VAPOR BARRIER OVER 5/S' GOLD BOND SHEATHING ON 3 -5/8" _ _ Z.I BATT INSULATION , 6 -10 APP. FRAMING TO BE SUPPORTED FROM STEEL STRUCTURAL MEMBERS ABOVE. HIRE \ � CONNECTION DETAILS. � 9' -10 1/2" A.F.F. / B 5/8 G.W$. ON 3 5/8 X 6 I .* MTL FRAMING g 16" O.G. UP TO BEAM. NEW FRAMING TO BE INLINE WITH PREVIOUSLY INSTALLED STUDS CONNECTION DETAILS. � 9' -10 I/2° A.F.F. / 5/8 G.W$. ON 3 5/8 X CONNNECTION DE7IAILS. � I 9' -10 1/2° A.F.F. Ail ENGINEER AS REQUIRED FOR EXISTING 3 5/8° t0 REMAIN, MODIFY REQUIRED PER HEIGHT. PROVIDE G.W$. AT FACE. 5/S° ON 6° X 18 MTL FRAMING AS NEW SOFFIT NEW 5/5' GA. MTL UP TO SOFFIT. INWALL FOR WALL ON FOR FINAL CONNECTION DETAILS. 9' -10 I/2' A.F.F. l' U/S MALL CANOPY 4° METAL ilr U/S MALL CANOPY 4 METAL �Ir 20 GA. MTL FRAMING 16 ° O.C. UP TO BEAM. NEU FRAMING TO BE INLINE WIT. PREVIOUSLY INSTALLED U/S MALL CANOPY 4 METAL I U/S MALL CANOPY BRAKE METAL OVER I/2" MARINE GRADE F.R. I � ■ �. ■ �� ■ �: CHANNEL BRAKE METAL OVER 1/2 ° MARINE GRADE F.R. CHANNEL BRAKE METAL OVER I/2 o MARINE GRADE F.R STUDS CHANNEL BRAKE METAL OVER I/2 ° MARINE GRADE F.R PLYWOOD BACKER 4° METAL CHANNEL NOTE: G.C. to SUPPLY, VARNISH ALL SIDES, AND INSTALL BIRCH PANELS. COORDINATE SPECIFIC REQUIREMENTS AND FINAL FINISH WITH FOOTLOCKER PROJECT MANAGER PREFINISHED BIRCH PANEL OVER I /2' MARINE GRADE F.R. PLYWOOD BACKER EXTERIOR !� .� .� ■ ■ �� -.: �• A ■ � �. A (� ■ ■ � �p ■ 1 !i � ■ I' III Y �; ■� ■ ■ A �� PLYWOOD BACKER STOREFRONT SIGN REFER TO SIGN MFG. PLYWOOD BACKER STOREFRONT SIGN REFER TO SIGN MFG. VAPOR BARRIER OVER 5/S' GOLD BOND SHEATHING ON 3 -5/S" �- PLYWOOD BACKER STOREFRONT SIGN REFER TO SIGN MFG. I �� `1A , VAPOR BARRIER OVER 5/S" GOLD BOND SHEATHING ON 3 -5/8 r , �, BATT FRAMING O 6 -10 APP. G.WB. FRAMING g 16° O.C. UNDERSIDE OF NEW INSTALL REQUIRED DRAWINGS _�- I 91 `. DRAWINGS BATT INSULATION " 6 - I AFF. DRAWINGS 5 —_ 4 METAL 91 ° 4 METAL - METAL STRAPPING FIXTURE SYSTEM DIRECTLY MTL. STUD (SEE 1/Al2 MORE INFO.) ii�� !e ►.1,���' ' �� ���� ��� ��� &� � f 1& + [[i ���� !le�� - - ��� ��� �� + �����������l� r,',ir ��De��,���� I firl f f f f f f f •V�aa ��� ��� Al & A22 CHANNEL - - —�• -- _ �i�i� _ ' BRAKE METAL OVER I/2 MARINE GRADE F.R. or ir 3' -0 I /S' CHANNEL BRAKE METAL OVER 1/2' 3' -0 I /8 ' , BRAKE METAL OVER 1/2' MARINE GRADE 3' -0 I /S' PLYWOOD BACKER KAWNEER -RIFAB 400 G.W.B. CEILING PAINT: P -2 BRAKE METAL (BEYOND) ON I/2" MARINE GRADE F.R PLYWOOD METAL RAM FRAMING. ROVER METAL G.W$. CEILING MARINE GRADE F.R. G.W.B. CEILING PAINT: P -2 l'-6 5/5' , I. / PAINT: P -2 1 ,; 1 -6 5�8 T GENERAL CONTRACTOR NOTE: PLYWOOD BACKER EXTERIOR 1 -3/4 X 4 DOOR HEADER BRAKE METAL (BEYOND) PLYWOOD BACKER EXTERIOR I BRAKE METAL (BEYOND) ON 1/2' MARINE GRADE F.R. METAL FRAMING. NEW WALL SHOWN AS 6" MTL STUD FRAMING BASED ON LIMITED SURVEY INFORMATION. UPON VERIFICATION IN FIELD DURING DEMOLITION, G.C. TO MATC STUD SIZE WITH ADJACENT EXISTING FRAMING, TO ENSURE PROPER WALL FINISH ALIGNMENT. COORDINATE ANY DISCREPANCIES WITH FOOTLOCKER C.M. PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 EXTERIOR • ` I° I REVEAL BETWEEN BIRCH PANELS, PAINTED: P -4 FINISHED I CH PANEL OVER 1/2' MARINE GRADE SEALED (ALL SIDES) NOTE: DOOR AND DOOR FRAMING SYSTEM FINISH TO MATCH BRAKE METAL 'CMT -I' KAWNEER 190 GLASS ON I/2" MARINE GRADE F.R METAL FR MBACKER N OVER METAL RA SEALED (ALL SIDES) 5/8' RECEIVED APR 08 2011 CENTER GLAZING VERTICAL METAL GLAZING . F.R. PLYWOOD BACKER 1/2" BRAKE METAL OVER 1/2 MARINE GRADE F.R VERTICAL CHANNEL (BEYOND) G.W$. WING WALL VERTICAL METAL VERTICAL METAL VERTICAL METAL CHANNEL (BEYOND) R 21 BATT INSULATION VAPOR BARRIER OVER CHANNEL (BEYOND) BRAKE METAL OVER 1/2' MARINE GRADE F.R CHANNEL (BEYOND) CHANNEL BRAKE METAL OVER 1/2' MARINE GRADE F.R r i •M GOLD BOND SHEATHING ENTRY DOOR VERTICAL METAL R (BEYOND) INTERIOR FINISHED PLYWOOD BACKER PLYWOOD BACKER PLYWOOD BACKER 1 - ■ INTERIOR FINISHED r I�':� INTERIOR FINISHED - �p 01 -01 A 4 CHANNEL(BEYOND) 01-0' INTERIOR FINISHED _ 0' -0' 3 SHEET TITLE EXTERIOR STOREFRONT SECTIONS &SIGN DETAILS SHEET NO. A2 • 3 ��� I•, ., , I='''Il _ A ∎1' ' I ■ - -.. ii\ CONCRETE SLAB CONCRETE SLAB �p 01 -0' CONCRETE SLAB NCRETE SLAB 422 A2.2 A22 -0 , -gib 4 EXTERIOR MALL STORE FLOORING EXTERIOR MALL STORE FLOORING EXTERIOR MALL STORE FLOORING MALL STORE FLOORING < 7 <EXTERIOR b tl 0 9 PERMIT 4 SECTION AT GLAZING - EXTERIOR SCALE: 3/4" = 11 -0" SECTION AT ENTRY - EXTERIOR SCALE: 3/4" = 11 -0" 0 SECTION AT GLAZING - EXTERIOR SCALE: 3/4" - 1' -0" 0' SECTION AT WALL - EXTERIOR SCALE: 3/4" =1' -0" CCS PROTO RELEASE 2.0- 11/2010 I FOOT LOCKER INC. 1 STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 GRAPHIC . ♦4 A4.0 . e 0 ARCHITECT: TRICARICO Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 F (973) 92- T 736 o ?c m www.tricarico.com FITTING RM /VESTIBULE n=0 .♦, W P -2 B V13-1 vF ,•� ; � .4 I� CS-1 CT G.W.B. ARCHITECT LICENSE # 4306 ©2011 NICHOLAS J. TRICARICO Ld CF P-2 ., GRAPHIC �� •, I � VB -I .0 0 iv p 4 GRAPHIC P.3 :" N ■' 'S 41) O :.xi WD -1 F -2 NON -SALES AREA 3 Id1 r°I . � a) W N/A A4.0 F.R. C GRAP B 1/15-1 ■ t4 Q ft • F VT-I ? S.:l:l:l:l:lll: !:SV.N!:!:l:l:.!.:l :l :!:♦;!I 1 INTERIOR CT OPEN TO DECK CF N/A / ' 2 A30 `= 4 P 44.0 A3.0 ak a A3.0 0 SKATES MA V5-1 P -1 AL 4306 R� c NICHOLAS J. TRIG ;ICS STATE OF WASHIN ON A4.0 A4.0 — / A4.0 % A3.° / I I P TOILET ROOM rt=I W EXISTING 0 ����; Al B EXISTING h F EXISTING CT A.C.T. (EXISTING) CF EXISTING 5 /- REVIEWED FOR CODE COMPLIANCE A30 WALK -OFF MAT A3.0 v5-I REVISIONS .3.0 / , I t APPROVED J 1' -61/2' NO. DESCRIPTION DATE MAY 0 3 2011 City of Tula v5-1 ;! - "- :... - 0 FIRST ISSUE 04/01/11 . . �— . * • * • * * • •-*---‘ • L BUILD1NG DIVISION TOILET ROOM SALES AREA W EXISTING W P -1 / 1=-2 B EXISTING B VB -I F EXISTING F CS -1 CT G.W.B. (EXISTING) CT OPEN TO PECK CF EXISTING CF P -I DATE: 4/01 /11 SCALE: AS NOTED SUB -FLOOR PREPARATION REQUIRED MOISTURE TESTS MUST BE PERFORMED ON ALL CONCRETE REGARDLESS OF GRADE LEVEL OR WHETHER OR NOT THE CONCRETE POURED OR IS CLASSIFIED AS AN OLDER SLAB. MOISTURE TESTING PERFORMED BY ASTM F 1869 CALCIUM CHLORIDE TEST WITH MOISTURE TO EXCEED FIVE (5) POUNDS PER TWENTY -FOUR (24) HOURS PER (1000) SQUARE FEET OR ASTM F 2110 IN SITE RELATIVE HUMIDITY READINGS WITH MOISTURE LEVELS WHEN MEASURED BY THIS METHOD, SEVENTY FIVE (15) PERCENT. A WRITTEN MOISTURE TEST REPORT IS TO BE SUBMITTED TO THE MANAGER WITHIN (5) DAYS THE TEST IS ADMINISTERED. SUB - FLOORS IS FRESHLY SHOULD BE LEVELS NOT ONE THOUSAND TEST WITH NOT EXCEED CGS PROJECT GROSS AREA: 2,382 SQ. FT. SALES AREA: 1 ,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR Mae% girt umiNni Vallai 0 FINISH PLAN SCALE: 1/4" = 1' -0" FEMALE IF VISIBLE FINISH FLOORING BLE E LE FINISH NOTES CCS FINISH SCHEDULE SEE ELEVATIONS (SHEET A40) FOR SALES AREA FINISHES DOUBLE D CONNECTING RAIL UNDERNEATH I. ALL PARTITIONS AND SURFACES TO BE PAINTED UNLESS OTHERWISE NOTED. 2. ALL DOORS AND FRAMES TO BE PAINTED ARE TO MATCH COLOR OF ADJACENT WALL SURFACE. SALES TO STOCK DOOR SHALL BE FINISHED AS FOLLOWS: DOOR FINISHED P -3, FRAME FINISH TO MATCH ADJACENT WALL SURFACE. 3. REAR EGRESS DOOR SHALL BE FINISHED PER LANDLORD'S SPECIFICATIONS. IF NO SPECIFICATIONS EXIST, DOOR AND FRAME SHALL BE LEFT NATURAL. 4. ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR FINISHES SHALL BE SMOOTH AND FLUSH. 5. PROVIDE A WATERPROOF MEMBRANE AT TOILET ROOM UNDER SPECIFIED TILE FLOORING THE MEMBRANE SHOULD CONTINUE UP WALLS A MINIMUM OF 4' AND MUST BE ROLL -OUT TYPE (NOBLESEAL OR EQUAL). 6. PROVIDE A RAISED HANDICAP ACCESSIBLE THRESHOLD AT TOILET ROOM DOOR FOR WATER RETAINAGE. 1 ALL STOREFRONT NUTS AND BOLTS TO BE PAINTED TO MATCH STOREFRONT METAL. ALL HARDWARE SHALL BE PAINTED PRIOR TO INSTALLATION. S. THE BOTTOM OF ALL MDF MATERIAL (WALL CAPS AND PANELS) SHALL BE KEPT 1/8° ABOVE FINISH FLOOR GALLOUT MANUFACTURER DESCRIPTION COMMENTS FURNISHED 81' INSTALLED B1' PAINT TAPERED WALK -OFF MAT VINYL EDGE (REFER TO MAT SPECIFICATIONS SALES AREA BELOW) SADDLE AT DOOR • : ' WALL FINISH G.G. TO GLUE VINYL BASE TO PTp. GUS. VB_ BENJAMIN MOORE CLASSIC BROWN '"2109 -10 FLAT . . FOR ALL SALES DUCTWORic CONDUIT, PIPES, STRUCTURE, DECKING AND APPURTENANCE. SEE SHT. A4.0 FOR SALES WALL PAINT LINE WEIGHT TENANT G.G. TENANT G.C. FLOORING . ®' ® ®' ®'O BENJAMIN MOORS WHITE CHOCOLATE *OG -121 MATTE FINISH FOR SALES WALLS, EGGSHELL FOR COLUMNS TENANT G.G. TENANT G.C. ' ®► . ® ® ®I ®I ®III ®� MINWAX WATER BASED SATIN POLYURETHANE APPLY 3 COATS, SAND LIGHTLY BETWEEN COATS WITH 220 GRIT PAPER TENANT G.C. TENANT GC. • 5/8 G.W B. OVER II P_a BENJAMIN MOORS BITTERSWEET CHOCOLATE *2114 -10 EGGSHELL PAINTED G.C. LOGO STENCIL WOOD BASE TENANT G.G. TENANT G.G. r-: `I \ `I \ CONCRETE MAT SPECIFICATION: METAL STUDS GLASS G.C. TO VERIFY CLEARANCE BETWEEN SUPPLY AND INSTALL WALK -OFF MAT MANUFACTURER: C/S DOOR SWING AND FLOOR MAT ® 1/2' THK TEMPERED GLASS W/ 'CCS.COM' LOGO APPLIED TENANT G.C. TENANT G.C. PEDISYSTEMS PRODUCT NAME: TREADLINE CARPET INSERT CODE: WROUGHT IRON "9325 VINYL HINGE COLOR: BLACK STYLE: SURFACE MOUNTED FRAME EDGE: TAPERED VINYL CONTACT: SANDY GE:RGELY 301- 620 -2890 GRAND ENTRANCE INC. CO 3 -M SCOTCH SHIELD ULTRA 600, 39 PLY /6 MIL., CLEAR SECURTIY FILM TENANT G.G. TENANT G.G. PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER V V PKWY ' ^p, TU K I LA, WA, 98188 SPACE #300 STORE NO. 47267 � ' UJALL FINISH �-I JOHNSONITE 4' VINYL WALL BASE 1 /S'TH. *41 -BROWN TENANT G.G. TENANT G.G. �-I 5/4 X 4' POPLAR WOOD BASE PAINTED P -4 TENANT G.G. TENANT G.C. @ WALK -OFF MAT DETAIL SCALE: N.T.S. 4 BASE DETAIL SCALED„ FINISH KEY CO WOLF GORDON COMPOSITION CORK PG 6536129 TENANT TENANT G.G. GLAZING CHANNEL PORTLAND GEMENTITOUS PATCH TO crlr -I U WALL GRAPHICS 14 GA BRAKE METAL- FINISH: SOFT RUBBED BRONZE, PER APPROVED SAMPLE. COORDINATE W /G.C. AND GCS P.M. TENANT TENANT G.G. TENANT TENANT G.G. ° 6 MIN. I:20 MAX. AT DOOR OPENING UNDER DOORS TILE HEIGHT IN AREA TRANSITION FROM MALL TILE TO SEALED CONCRETE AT FAGS OF GLAZING. AREA OF SLOPED TRANSITION / DEPTH OF TRANSITION DEPENDS ON FLOAT SLAB TO MALL FLOORING USING PORTAND CEMENTITOUS PATCH, FINISH W/ CLEAR EPDXY SEALER ROOM NAME PORTLAND PORTLTITOUS TRANSITION HEIGHT. SLOPE • I:20 I/8' SAW CUT U WALL FINISH 6' / PATCH LEVEL WITH MALL FINISH B UAL BASE FLOORING VCT TRANSITION STRIP VCT lib° SHEET TITLE FINISH r N PLAN SHEET NO. • 0 FLOOR SAW W CUT F FLOOR FINISH ® ® KEMIKO INDUSTRIAL COATINGS ARMSTRONG (STA- CRETE) *3100 CF SATIN FINISH EPDXY COATING MIN. 920 COATS - REFER TO MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. VINYL COMPOSITION TILE IMPERIAL TEXTURE STANDARD EXCELON SALES AREA, FITTING ROOM AND FOYERS. SEE SHEET G1.1 FOR FURTHER SPEC.'S NON -SALES ONLY TENANT G.G. TENANT G.C. TENANT G.C. TENANT G.C. �'� ;� ^ CONCRETE — CT CEILING TYPE Q MALL FLOOR CF CEILING FINISH _ / SLABRETE \ MISC NOTES AV %% ./ /V��, .,: . ��.... ,_ _....,,,.rdir . ` • • b• • 0 • . _ .... ...., • . .; . :.:.. ...... . , : .. ::..: a ' "° •4 • ° '. • • °. ... • "` • O • '° CO PER LL CRITERIA MATCH MALL FLOORING IN COLOR, TEXTURE AND PATTERN. COORDINATE W/ MALL REP. FOR AvAILABILITI' INSTALL TO CLOSURE LINE TENANT G.G. TENANT G G ° • MALL TILE SEALED CONCRETE 1 VCT SEALED CONCRETE TILE J RECEIVED DUST -PROOF DOOR RECEIVER APB SECTION PLAN b'4.s4r PER �?ITCENTER VCT TO CONCRETE SCALE: 1 TILE TO CONCRETE SCALE: NO SCALE CCS PROTO RELEASE 2.0— 11 2010 10' -I0" GRAPHIC HEIGHT 41-0' GRAPHIC WIDTH GRAPHIC WIDTH BENCH .'tit. t•', � „A �.`. 1 m cV GRAPI -IIC \ ', •.!gip; SALES AREA: 1,633 SQ. FT. M N 110201 DRAWN BY: CR ■ GRAPHIC WIDTH BENCH LIGHT BOXES - PROVIDE BLOCKING AS REQ'D CP - G.C. TO PAINT LOGO ONTO DRYWALL USING VENDOR SUPPLIED STENCIL. PAINT LOGO P -4, REFER TO DETAIL 41A23 PAINT TRANSITION ON REAR WALL ONLY TO OCCUR AT 121-11' ARE DUE TO SPRINKLER LINE. SPRINKLER MAIN TO BE PAINTED P -1. 4' -9 -1/16' SOLID CORE BIRCH DOOR WITH CLEAR SATIN POLYURETHANE FINISH, PAINT FRAME P -2 ITO R DECK 16' -3' V.IF. 4' -11" GRAPHIC WIDTI( "ION TO II' -S' GRAPHIC HEIGHT I1' -9' PAINT LINE 12' -0' BOTTOM OF OBSTRUCTION MDF 'DECK WALL' PANELS REVIEWED FOR C E COMPLIANCE APPROVED MAY 032011 Cityof Tukwila BUILDING DIVISION INT. ELEVATION SCALE: 1/4” = 1' -0" 12' -0" BOTTOM OF OBSTRUCTION 11' -9' PAINT L NE MIRROR PANEL • • a INT. ELEVATION SCALE: 1 /4" = 1' -0" • a WALL STRAPPING REFER TO FIXTURE DETAILS INTERIOR ELEVATION VAN 7 s Ll 0 VE Mt P 19' -6" GRAPHIC WIDTH 4 4 C L _ L INTERIOR ELEVATION SCALE: 1 /4" = 1' -0" INTERIOR ELEVATION SCALE: 1 /4" = 1' -0" J J J :: DECK 16' -3' V.IF. 11' -9' BTM. OF SOFFIT 6 • • •I 0 i P -2) L—_— AL WALL STRAPPING REFER TO FIXTURE DETA ILS LI STOREFRONT GLAZING SCALE: 1 /4" = • • MIRROR PANEL n J, S' -0" NIKE DOOR TO EXTERIOR DECK I6' -3" V.IF. ati,DISPLAY SOFFIT S 3/4' A.F.F. �ENTRY SOFFIT lm' -1' AF.F. INTERIOR ELEVATION DECK 16' -3' 0 V.IF. 12' -0' BOTTOM OF OBSTRUCTION G.C. TO PAINT LOGO ONTO DRYWALL USING VENDOR SUPPLIED STENCIL. PAINT LOGO P -4, REFER TO DETAIL 4/423 EXIT U 0 I- w ' \ a A \L �i,, m cV \\ o '/ ;d \ ', 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. M N 110201 DRAWN BY: CR �1 v N - -- 3'-23/4' EQ EQ LIGHT BOXES - PROVIDE BLOCKING AS REQ'D CP - G.C. TO PAINT LOGO ONTO DRYWALL USING VENDOR SUPPLIED STENCIL. PAINT LOGO P -4, REFER TO DETAIL 41A23 PAINT TRANSITION ON REAR WALL ONLY TO OCCUR AT 121-11' ARE DUE TO SPRINKLER LINE. SPRINKLER MAIN TO BE PAINTED P -1. 4' -9 -1/16' SOLID CORE BIRCH DOOR WITH CLEAR SATIN POLYURETHANE FINISH, PAINT FRAME P -2 ITO R DECK 16' -3' V.IF. 4' -11" GRAPHIC WIDTI( "ION TO II' -S' GRAPHIC HEIGHT I1' -9' PAINT LINE 12' -0' BOTTOM OF OBSTRUCTION MDF 'DECK WALL' PANELS REVIEWED FOR C E COMPLIANCE APPROVED MAY 032011 Cityof Tukwila BUILDING DIVISION INT. ELEVATION SCALE: 1/4” = 1' -0" 12' -0" BOTTOM OF OBSTRUCTION 11' -9' PAINT L NE MIRROR PANEL • • a INT. ELEVATION SCALE: 1 /4" = 1' -0" • a WALL STRAPPING REFER TO FIXTURE DETAILS INTERIOR ELEVATION VAN 7 s Ll 0 VE Mt P 19' -6" GRAPHIC WIDTH 4 4 C L _ L INTERIOR ELEVATION SCALE: 1 /4" = 1' -0" INTERIOR ELEVATION SCALE: 1 /4" = 1' -0" J J J :: DECK 16' -3' V.IF. 11' -9' BTM. OF SOFFIT 6 • • •I 0 i P -2) L—_— AL WALL STRAPPING REFER TO FIXTURE DETA ILS LI STOREFRONT GLAZING SCALE: 1 /4" = • • MIRROR PANEL n J, S' -0" NIKE DOOR TO EXTERIOR DECK I6' -3" V.IF. ati,DISPLAY SOFFIT S 3/4' A.F.F. �ENTRY SOFFIT lm' -1' AF.F. INTERIOR ELEVATION DECK 16' -3' 0 V.IF. 12' -0' BOTTOM OF OBSTRUCTION G.C. TO PAINT LOGO ONTO DRYWALL USING VENDOR SUPPLIED STENCIL. PAINT LOGO P -4, REFER TO DETAIL 4/423 EXIT U 0 I- w ' \ a A \L �i,, o \\ o '/ ;d \ ', P -2 I1' -9' PAINT LINE DECK I6' -3" 0 V.IF. GC PROVIDED 4 INSTALLED 2' -0"W X 9' -0'I -1 MIRROR SCALE: 1 /4" = 1' -0" ELEVATION KEY NOTES INTERIOR ELEVATION SCALE: 1 /4" = 1' -0" 0 0 0 O IN -UJALL STRAPPING FOR PERIMETER WALL SYSTEM REFER TO FIXTURE DETAILS CASED OPENING REFER TO CONSTRUCTION DETAILS PERIMETER WALL SYSTEM REFER TO FIXTURE DETAILS VINYL GRAPHICS REFER TO SIGNAGE DETAILS BRAKE METAL ENCLOSURE REFER TO STOREFRONT DETAILS PAINT LINE CONTRACTOR SHALL COORDINATE WITH PROJECT CONSTRUCTION MANAGER TO DETERMINE THE ACTUAL LOCATION OF THE PAINT LINE. RECEIVED APR 08 2011 PERMIT CENTER FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: R TRICARICO O Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO 4306 EAL GI TER I D A TEC NICHOLAS J. T STATE OF WAS Ali N REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/1 1 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KW I LA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A4.0 CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KW I LA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A4.0 CCS PROTO RELEASE 2.0- 11/2010 11' -1 3/4° Cel LEASE LINE TO LEASE LINE 6° HOLD 4'X10' 4'X10' 3' X 10 4'XI0' M5 4'X10' M5 SQ. FT. SQ. FT. RATIO CEILING HEIGHT N 4'X10' M5 4'XI0' M5 - STOCK AREA: 415 H 4'XI0' MB 4'X10' M5 123 S% A UN- UTILIZED AREA: 4'X10' M5 4'X10' M5 a 4'XI0' M5 41X10' M5 AO - •. ■ : N :..,_ R. AO AO rrzaPI4I( rim Ito 3'X10'3'X10'_/ GCS -FRB 1 I1 4' X 0' 4' X 10' 25 A5.2 r 01 LOCKERS 0 r -- 4' X 1' rGRAPHIG — GRAPHIC LEASE LINE TO LEASE LINE 24' -0' 24' -0' 4' -0 1/2" 2' -5' mo CCS- FRHP -1 U AW-I AW-1 ' AW-I . AW-I t AW-1 C; AW-I C AW-1 '; AW-I AW-I U L _IL IL IL JL L JL JL JL J G.G. SUPPLIED INSTALLED MIRROR CCS -TC- I m 4' -0' I `EI 3' -0 1/2 ". 7 3' -II 1/2° X m 5' -0° 0 0 0 0 I- Q U U CCS -CAB -I II CS-51-111/-45 CCS- S1-1U1-4S i CCS -STL 0 CCS - SECTOR co U U U 0 CCS -STL CCS -AC -I II II CCS -BB -1 CCS -SCWRK GCS -SHW -6 NIXON CCS-G5-1 CCS -GB -I -CCS-MT-1- CCSS TU f GCS -LL -1 CC -FW -I CCS -FW -I 1 i% CORK BD. CCS -HF -2 11 1- z U U J i CCS -FLU-I WALL GRAPHIC CCS -FW- I 'U CCS -HF -2 ii GCS -FBG H GCS -FT- I --I CCS -TS -1 E -77 -7 —7E —� q CGS - CCS- CS- GCS - LAW-1_ _AUL-1 AW i • -1- L—JL—JII CCS -FF -I I L I -� I .1 J CCS - -S -2 GCS -TS -2 v A LIGHT BOXES 41► z ■I CCS -SWP -1 G.G. SUPPLIED $ INSTALLED MIRROR ■I N T— Tr -7T —TE 7E -7 e AUL-I L 4W-I J AW -1 L4 5- I AW-I 29' -4 /S' LEASE LINE TO LEASE LINE A5.1 I REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 3 2L111 City of Tukwila BUILDINS nil/1 nm FIXTURE PLAN SCALE: 1 /4" = STORE INFORMATION EQUIPMENT LEGEND FIXTURE SCHEDULE SQUARE FOOTAGE CALCULATIONS DESCRIPTION SQ. FT. SQ. FT. RATIO CEILING HEIGHT SALES AREA: 1,633 69% - STOCK AREA: 415 20% N/A SUPPORT AREA: 123 S% VARIES UN- UTILIZED AREA: 151 6% I-IR STOREFRONT FRONTAGE: 291-4 5/8" 1I 11 LEASABLE AREA: 2,382 100% CGS -TS -2 CCS -TST STOCKROOM SHELVING CAPACITIES SHELVING HEIGHT LINEAR FT. OF SHELVING PANS PER LINEAR FOOT PAIRS w 0 REGULAR SHELF UNITS 121 -011 32.0 NUMPER OF PAIRS CALCULATED o 32.0 PAIRS PER LINEAR FOOT FOR 12 -0" HIGH SHELVING. REGULAR SHELF UNITS 101 -011 25' 28.0 -100 MO15ILE SHELF UNITS IO' -011 80' 28.0 2,240 NUME3ER OF PAIRS CALCULATED ' 28.0 PAIRS PER LINEAR FOOT FOR 101 -0" HIGH SHELVING. SHOE TOTALS 101 2,940 ESTIMATED PAIRS: 2,060 U HANGING SHELF UNITS 101 -011 REGULAR SHELF UNITS 10' -011 33' MO15ILE SHELF UNITS 101 -011 MISC. TOTALS 33' TOTAL SHELVING (LF) 138 FIXTURE SYMBOL DESCRIPTION TOTAL 1-1 oMANAGER'S DESK- INCLUDING CHAIR / FILE CABINET 4 SAFE. 4' X 9' FOOTWEAR BENCH SALES AREA: 1,633 SQ. FT. FIXED SHELVING UNIT 110201 L X N CR CCS-BB-1 1 CCS -CBE 2 HANG ROD UNIT 0 I-IR 2 STOOL 1I 11 GCS -AW -1 21 MOBILE SHELVING UNIT CGS -TS -2 CCS -TST M5 CCS -AW -P15 2 APPAREL WALL PEG BOARD INSERT (NOT SHOWN ON PLAN) ROLLING LADDER N. NEW E. EXISTING R. EXISTING / RELOCATED IL II II II CGS -GWI CCS -GBI LADDER RAILS NEW EXISTING EXISTING /RELOCATED GEAR / ACCESSORIES WALL PANEL 4 BUNKER e FIRE EXTINGUISHER 0 DRAWING TUBE LOCKING SUPPLY CABINET I CA5. NOTE: WHEN NEW STOCKROOM SHELVING IS SPECIFIED, TENANT G.C. IS TO ASSESS MAXIMUM ALLOWABLE SHELVING HEIGHT. MAIN - TAINING MIN. 24° CLEARANCE TO CLG ABOVE AND REPORT TO FOOTLOCKER CONSTRUCTION MANAGER UPON COMMENCEMENT OF PROJECT. FIXTURE SYMBOL CODE TOTAL FIXTURE NAME SCALE: CCS-F8 I FOOTWEAR BENCH SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR CCS-BB-1 1 CCS -CBE 2 FOOTWEAR BENCH CUBE 0 CCS -STL 2 STOOL 1I 11 GCS -AW -1 21 APPAREL WALL BAY CGS -TS -2 CCS -TST 1 CCS -AW -P15 2 APPAREL WALL PEG BOARD INSERT (NOT SHOWN ON PLAN) I II II CGS -GWI CCS -GBI 4 GEAR / ACCESSORIES WALL PANEL 4 BUNKER CCS-TS-2 1 T -SHIRT FIXTURE CS -T8 -2 CCS-S13-1 I SNOW BOARD BASE (NOT SHOWN ON PLAN) ® CCS -PW -1 I DENIM WALL UNIT ASSEMBLY _ CCS -DE -S1 4 DECK WALL PANEL - STRAIGHT CCS -FT -I CCS -FUJ-1 4 FOOTWEAR WALL PANEL � � GCS-AC-DC 2 PERIMETER WALL DISPLAY CASE (YITRINE) (NOT SHOWN ON PLAN) M CCS -AM -1 I APPAREL BAY MIRROR 6 I- IANGING FIXTURE I . 1 CGS -CW -98 I ADA. CASHWRAP WITH CENTERLINE DISPLAY CASE ... ... '' CCS-CW-PW I LOW PEGWALL U CGS- SHW -45 I SHOWCASE 45' CGS- SHW -60 I SHOWCASE 60" ,4. 1 SHOW WINDOW PLATFORM CGS -SCWRK I SHOWCASE WORK STATION ❑ CCS -LL -I 2 CCS-NIXON I NIXON DISPLAY CASE \ I NIXON 2 FITTING ROOM DOOR CCS- SPECTOR I SKATEBOARD SPECTOR 9 DISPLAY RACK FITTING ROOM BENCH SPECTOR -9 — ----- GCS- FRHP -1 2 11 0 CGS -DSLB I SKATEBOARD DOUBLE SIDED DISPLAY RACK _05L FIXTURE SYMBOL CODE TOTAL FIXTURE NAME SCALE: CCS -AC -I 1 ACCESSORY FIXTURE SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR CCS-BB-1 1 BELT BIN FOR AC -I I I GCS -TS -I 1 T -SHIRT FIXTURE CGS -TS -2 CCS -TST 1 T -SHIRT FIXTURE T -SHIRT FIXTURE TOPPER 1•I! I II II I CCS-TS-2 1 T -SHIRT FIXTURE CS -T8 -2 CCS-FF-I I FOOTWEAR FIXTURE w/RISER _ h 1 1 H — — — H J 1 CCS -FT -I 1 FOOTWEAR TABLE CCS -FP -I 2 FOOTWEAR FLOOR PLATFORM (NOT SHOWN ON PLAN) CCS -1-1F -2 6 I- IANGING FIXTURE . GCS -NT -I 3 NESTING TABLE SET w/RISER L —� CCS -SWP -I 1 SHOW WINDOW PLATFORM CCS -LL -I 2 LEASE LINE SIGN HOLDER i.1 \ I CCS -FRD -I 2 FITTING ROOM DOOR CGS -FRB -1 I FITTING ROOM BENCH — ----- GCS- FRHP -1 2 FITTING ROOM H00K PANEL 0 CCS -TC -1 I ALUMINUM TRASH CAN CCS -DW -MAT 1 DECK WALL FLOOR MAT .0011111/F CCS -SF -11 1 MALE MANNEQUIN \1- FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO° ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO 4306 EAL S ERED I CT NICHOLAS J. TR STATE OF WAS REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KWI LA, WA, 98188 SPACE #300 STORE NO. 47G67 SHEET TITLE FIXTURE RECEIVES' LAN APR 08 2011 -'ERMI7CENTER SHEET NO. j\5 ■ O CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KWI LA, WA, 98188 SPACE #300 STORE NO. 47G67 SHEET TITLE FIXTURE RECEIVES' LAN APR 08 2011 -'ERMI7CENTER SHEET NO. j\5 ■ O CCS PROTO RELEASE 2.0- 11/2010 FOOT LOCKER INC. ------s--------.N\ ' % \ !SPLAY 41- METAL BAND SECTION *3 FACE GOF DENIM CABINET AREA OF EXPOSED PL, -B °° CASINET I I I I METAL BAND *S SURFACE APPLIED TO SIDE OF DENIM CABINET SIDE OF CABINET FRONT FACE OF CABINET � STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 I II ,1 I AREA ARCHITECT: TRICARICO Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com 0"4 SHELF METAL BAND SECTION BUTT JOINT SEAM NO GAP. ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO / INSTALL MILLWORK METAL PANELS W/ PROVIDED HARDWARE PER FIXT. MFG. INSTRUCTIONS. OR AS DIRECTED BY MANAGER TENANT CONSTRUCTION MANAGER \ \ - RECESSED J -BOX REFER TO ELECTRICAL SHEETS LIGHT BOX INSTALL PER MFG INSTRUCTIONS 111/PROVIDED 'Z'CLIPS HARDWARE INSTALL IN -WALL CONTINUOUS 16 GA. MIN. METAL STRAPPING W/ MIN. (2) *10 SCREWS PER STUD. REFER TO INTERIOR ELEVATIONS FOR PLACEMENT MILLWORK METAL PANEL METAL BAND SECTION *4 1 • • ,. I;:::. `•' • ,._,. • . ,. ;:: ; :. :.'.:: . °: :. ° .. ' �� 1 PREDRILLED FASTENER HOLE CUSTOM HANGER BOLT W/ CAP HEAD GRAPHIC \ \ GRAPHIC � \ 1 I I 1 1 r DISPLAY AREA DISPLAY AREA — / / / / / / / / / / / /0 % %%1 -- NUT . 11�1I��' 1111lllll��Il' I�11111111�� :. i N �•'• ; ;.'' • •',: • • •: u :�.• ;,: ,;;,,.; '• -• , f.+ : {'. • `,_ `• ..�. �•. :: . •1.;. :1 ,•; °..• • •l .: 1. I��i1P11111111 1211 =. / 1111111111��1111111111111111��61111111111���111�I11111111111�1 /,,/— IN -WALL CONTINUOUS STRAPPING W/ MIN. C2) 10 SCREWS PER STUD. COORD. LOCATIONS WI FIXTURE MFG. ii % 12 °HX 16 GA. MIN. METAL i i l METAL BAND SECTION *S SEAL SHE F SEC ION SHELF SECTION 4306 R, TERED A" ECT NICHOLAS J. TR • CO STATE OF WAS ►TON METAL BAND METAL BAND METAL BAND SECTION *2 SECTION *I SECTION *3 8 DETAIL OF METAL BANDING AT DENIM WALL SCALE: 1/2 " =1' -0" � i I MOUNTING DETAIL SCALE: 3/4 " =1' -0" 6) MOUNTING DETAIL SCALE: FULL 11 e APP. COUNTERSUNK FLAT H A SH t METAL G ER L NE AD EE E SCREW INTO STRAPPING. PUTTY HEAD TO MATCH PLYBOO WOOD FINISH ° 11 -0 A.F.F. / 1 N 10 -0 A.F.F.0 � J BOX REFER TO ELECTICAL SHEETS �.� 1.i �I”" REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 TOP TOP GAP FOR CROSSBAR METAL E L AND ING B (SEE 8 /AS.I) . 11' -0° A.F.F. w w N � Z a- ° T_4OLES 1� Q STRAPPING EFER TO ELEV S FOR SPECIAL CONDITIONS SECURE FITTING TO PARTITION _ I e �-L „ e ` ` A i ► e g s N . e A 0 e ■ X 0 0 ∎ X e . X r X „ 1, e ►' .4 e ■ o i ,, e s' r . 1► ■ „ 0 ■ I►: -2 TOP OF PANEL 6 DATE. 4 01 11 LIGHT BOX INSTALL PER MFG INSTRUCTIONS 11J/PROVIDED 'Z 'CLIPS HARDWARE SCALE: AS NOTED _\ _ - . TOP OF PANEL 1 / INSTALL IN -WALL CONTINUOUS 16 GA. MIN. METAL SCRAPPING * w / MIN. (2) 10 SCREWS PER STUD. REFER TO INTERIOR . : /! poi I ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° GROSS AREA: 2,382 SQ. FT. w w �J Z 1L (L +- d �E' SALES AREA: 1,633 SQ. FT. INTERIOR PARTITION RE F ER TO A TITION TYPES 'PEG BOARD' METAL P AN EL INSTALL PER FIXT. MFG DWGS Q S/S GWB MDF PANEL LL BASE AS HEDULE WITH PROVIDED HARDWARE PARTITION REFER TO PARTITION TYPES SPEED RAIL WALL SYSTEM - INSTALL PER FIXTURE MFG. INSTRUCTIONS. r ELEVATIONS FOR PLACEMENT S -10 AFF. , PROJECT # . 110201 DRAWN BY. CR A Pl.% All NNW %Ma INTERIOR PARTITION _ REFER to PARTITION TYPES PEG BOARD METAL PANEL INSTALL PER FIXT. MFG DWGS BUNKER / / / / ° ° ° ° o ° INTERIOR PAR TICI ON _ REFER TO PARTITION TYPES WOOD GABLE (BEYOND) ADJ. WOOD SHELF W/ PINS DENIM WALL FIXTURE INSTALL PER FIXT. MFG DWGS REVIEW E D FO R t C ODE COMPLIANCE U w w 0 Z < I- 0 , ° . . ° ° ° ° MAY 0 3 2011 City BUILDINnnn►icirR ° ° ° ° ° o ° ° ° ° ° ° I ° I \ ° ° ° ° ° ° ° . . ° ,. Q 4 w 0 z " I, / , 1 O p FLOOR FITTING PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 FIN. FLOOR! ° n Q w w ct) ° 1SCIE t— cn I / / ° ° I -S ADJ. THREADED / , o ° ° ° ° ° ° ° ° ° COUNTERSINK AN INSTALL G ER D LL � ALL SCREWS IN A STRAIGHT LINE AT ATTACHMENT OF CAINET BACK t0 WALL BASE TO FLOOR V-01 _ LEVELER �� / % WALL AS AS SCHEDULED LLB E I i — _ WA AS AS SGHE U D LL� E D LE / SECUE FITTING TO SLA ° ° ° ° j::::/ WITH POVIDED HAWAE 1 FIN.FLOOR� 1 -6 ° FIN. FLOOR I ° 01-0" 1 -2 3/1F 1 eb kviieoot t , 1' -2' FIN. FLOOR RECEIVED 0-2, APR 08 2011 PERMIT GETTER `r 01 -0° SHEET TITLE FIXTURE SECTIONS AND DETAILS SHEET NO. A5 . 1 FIN. FLOOR �SECTION AT DECKWALL SCALE: 1"=11-0" 4 SECTION AT DENIM WALL "- I- ° SCALE: 1 =1 0 Q SECTION AT ACCESSORIES SCALE: 1 " =1' -0" 0 SECTION AT SHOE WALL SCALE: 1"=1'-0" � SECTION AT APPAREL WALL SCALE: 1 -1 0 CCS PROTO RELEASE 2.0— 11 2010 ° o in ' -4 1/4' MDF PANEL 3' -4 1/4' MDF PANEL 3' -4' METAL PANEL 4' METAL PANEL N 3/4" X 6 1/2' MDF WALL CAP (5) 3' -4" METAL PANELS (5) PRE - FINISHED MDF 'DECKWALL' PANELS REFER TO SHEET A1.0 FOR PARTITION TYPE AS.I 3 5/5' MTL STUDS W/ 5/5." TYPE 'X' GWB BOTH SIDES (TYP) 3/4' X 6 1/2° MDF WALL CAP 1' -2 1/2" CM 6° SPACING REQUIRED BETWEEN MOBILE CARRIAGES DECK OR CEILING N 2' -0 1/2" 3" , C 3° D SHELF (TYP.) C SHELF DIVIDER (TYP.) RUBBER BUMPER D (TYP.) 10' -0' 14 MOBILE SHELVING SECTION— MOBILE SHELVING STOCKROOM SHELVING DETAILS DECK OR CEILING 2' -0 1/2' N Ci w O Ci w N TYPICAL WOOD SHELF LAMINATED MGR DESK SECTION— MGR. DESK DECK OR CEILING z i 1' -0 1/2" N N m Et e 10' -0" H HANGROD DECK OR CEILING 1'- 0 1/2' 0 N (Ci e e SHELF (TYP.) I-LANGBAR (TYP.) 12' -0' 14 HANGROD Dk‘CK OR CEILING N I'- 0 1/2° 10' -0' H SHELVING DCK OR CEILING 1' -0 1/2" N fi b 12'-0" H SHELVING SECTION HANGROD UNIT 2B SECTION AT SHELF UNIT 3' -0° OR MIN. DIM. 'ALLOWED BY CODE/ 1' -0 1/2' EQ. EQ. 2'- 0 1/2' N 12' -0' MAX z Uw w o� to Z +`n- 0I CZ Z� DU 0 to N N� wZ 411.1 >t 5 QS 00 00 DECK 0. CHAIN SUSPENDED FLUOR LIGHT FIXTURE CONTINUOUS 12° HORIZONTAL STRAP BRACING SECURED TO TOPS OF UNITS 43' O.G. KNOCK DOWN STORAGE SYSTEM W/ SHELVING AND HANG ROD (REFER TO FIXTURE PLAN LOCATION AND HEIGHT) INSTALL PER MFG. INSTRUCTIONS TYP. DOUBLE ROW SHELVING PROVIDED BY VENDOR G.C. TO PROVIDE 1/5' MASONITE SECURED TO THE END OF ANY ROW OF SHELVING INCLUDING THE INTERSECTION OF ANY ADJACENT ROW. TYP. SINGLE ROW SHELVING G.C. TO PROVIDE I /S" MASONITE SECURED TO THE ENTIRE BACKSIDE. ROLLING LADDER AND RAIL, (I) PER AISLE REFER TO LADDER INSTALLATION I MANUAL PRIOR TO INSTALLING. SHELF QUANTITIES PER UNIT UNIT HEIGHT # OF SHELVES 12' -0' 6 9 2' -0' O.G. 10' -0" 5 6 2' -0' O.C. 5' -0" 4 6 2' -0' O.G. 0' -0' 0 2AiTYP. SECTION AT SHELVING UNITS NOTE: REFER TO FIXTURE PLAN FOR STOCK SHELVING UNIT SIZES, QUANTITY AND CONFIGURATION. G.C. TO INSTALL PER MANUFACTURERS INSTRUCTIONS. SCALE: 11 /2 " =1' -0" f ELEVATION PROVIDE HANDLE ON THE TOP CAP TO EASE THE REMOVING OF THE CAP. COORDINATE HANDLE SPEC WITH FOOTLOCKER CONSTRUCTION MANAGER 1/4" DIAMETER THRU BOLT WITH TOGGLE (TYP OF 2) G.W.B. LABEL 3/4'x 2° POPLAR PLYWOOD PAN HEAD SCREWS METAL STRAP (TYP OF 2) 1/2" DIA. HOLE IN BIM CAP 6° DIAMETER PVC TUBE PVC BOTTOM CAP GLUED IN PLACE, G.G. TO DRILL 1/2" DIA. HOLE IN CENTER OF BOTTOM CAP 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 BE REMOVED WITHOUT THE CONSENT OF THE STORE MANAGER TENANT G.C. TO SUPPLY AND INSTALL DRAWING TUBE ASSEMBLY WHERE INDICATED ON PLANS. PLAN DECK WALL PLAN VIEW SCALE: 1 " =1' -0" METAL WORK SURFACE PEGBOARD DISPLAY UJORK STATION TOPPER- 60" SHOWCASE ONLY GLASS SHOWCASE CM VARIES- SEE A5.0 DRAWING TUBE SCALE: 11 /2 " =1' -0" 3' 8" 3' -1 3/4 -11/2" -a. - - PEGBOARD D ISPLAY 4/01/11 SCALE: AS NOTED GROSS AREA: S 3' --I" PEGBOARD i REVIEWED FOR C ODE COMPLIANCE t APPROVED MAY 03zo11 City of Tukwila BUILDING fIVI°SION VERIFI' SHOWCASE 3/4" i 3/4" 3'4) 1/2" rio 3/4'` -\ 3' -511 3/4' ECTION 0 = PEG WALL AT PEGBOARD SIDE ELEVATION GENERAL CONTRACTOR TO FASTEN CLEAT TO FLOOR AND FLOOR FLANGE TO FLOOR CLEAT - CONTACT FIXTURE VENDOR FOR ADDITIONAL INFORMATION =L00R PEGBOARD DETAILS SCALE: 1 " =1' -0" E31-1 3/16' , 2' -3 1/2° 3' -6 3/16' 2' -3 1/2" WRITING SURFACE WRITING SURFACE EQ. EQ. , O i CASHWRAP REAR ELEVATION REAR ELEVATION SCALE: 3/4 " =1' -0" 51-2 3/4 2' -3 1/2 ° 3' -6 3/I6' 2' -3 1/2' WRITING SURFACE CM CM REFER Td ELECTRICAL 514 FOR POW R 4 SIGNAL REQUIRE ENTS =TS X CASHWRAP PLAN PLAN VIEUJ SCALE: 3/4 " =1' -0" S' -1 3/16° , 2' -3 1/2° 3' -6 3/16' 2'-3 1/2' , w 4 N Z B WRITING SURFACE b ti‘w 0(r) CASHWRAP FRONT ELEVATION FRONT ELEVATION RECEIVED APR 08 2011 PERMIT CENTER SCALE: 3/4 " =1' -0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692-0222 F (973) 692-0223 www.tricarico.com TRICARICO® ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 // DATE: 4/01/11 E31-1 3/16' , 2' -3 1/2° 3' -6 3/16' 2' -3 1/2" WRITING SURFACE WRITING SURFACE EQ. EQ. , O i CASHWRAP REAR ELEVATION REAR ELEVATION SCALE: 3/4 " =1' -0" 51-2 3/4 2' -3 1/2 ° 3' -6 3/I6' 2' -3 1/2' WRITING SURFACE CM CM REFER Td ELECTRICAL 514 FOR POW R 4 SIGNAL REQUIRE ENTS =TS X CASHWRAP PLAN PLAN VIEUJ SCALE: 3/4 " =1' -0" S' -1 3/16° , 2' -3 1/2° 3' -6 3/16' 2'-3 1/2' , w 4 N Z B WRITING SURFACE b ti‘w 0(r) CASHWRAP FRONT ELEVATION FRONT ELEVATION RECEIVED APR 08 2011 PERMIT CENTER SCALE: 3/4 " =1' -0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692-0222 F (973) 692-0223 www.tricarico.com TRICARICO® ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE CASHWRAP & BACKWRAP DETAILS SHEET NO. A5.2 CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE CASHWRAP & BACKWRAP DETAILS SHEET NO. A5.2 CCS PROTO RELEASE 2.0- 11/2010 FOOT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: TRICARICO Tricanco Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com 1l' -1 3/4' WALL MOUNTED LIGHT LEASE LINE TO LEASE LINE _ ' o7 (n _------ - - -- -� - - -� - - - -7 , OL. (11) ARCHITECT LICENSE #4306 © 2011 NICHOLAS J. TRICARICO 5 4. TFI - -_ - 1` I -- -J 7 1 _ �_ -_ _ -_ J 1 - - -J EQ @ 0 N - " 241-0" '- 241-0" 41-0 I/2 " L---- J_ F T 1 1 L -_ _ - - - T T I L - - -- 4' -S' LENGTHS OF UNISTRUT MOUNTED WITH 3- 3/S" DIA. THREADED RODS. RODS EQ 6 EQ / (3) BOXES. REFER TO INTERIOR ELEVATIONS - CL -2 0 10'- 0' V 1 SHALL BE MOUNTED (1) AT CENTER OF UNISTRUT AND (1) 2" IN FROM EACH END. BOTTOM OF UNISTRUT SHALL SE 12' -0' AFF_ TYPICAL (4) LOCATIONS_ PAINT ALL COMPONENTS P -l. SEE DETAIL 11/A6.1. WALL MOUNTED LIGHT SUSPENDED BOXES. REFER TO PERFORATED METAL INTERIOR ELEVATIONS. PANELS AT 12' -0' A.F.F. I I E2 (TYP. OF 3) I 6i , ;t THG THG THG 2' -0" I EQ 'all 0 n' ``' x I ' —I J6 THG THG THG � Tr:" `) r _� �4 T G THG THG THG THG THG THG r — — — THG THG THG THG THG THG — — – THG T Z -1 w w -� Lu Z J N w _ L _ _ _ J 'AM 0 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. p The means of egress, including the exit discharge, shall be illuminated means of times the building space served by the 0 = ' — _ --1 _ — J — I I c 2' -6 "I " S = AL 1----- T- -F+- L - - - – _L – – - - - - -� - E4 -- "III -I- 3 �1 �\ 2 -1 -I =IiI�I id\ �1 N �\ y I GL -2 I1' -5 3/4' � z C� rill- VEEP - \I 8 -0 " • 16 S' -0' I 16'_0" I I I I - �; . A6.1 `� „ I6 --0- -e-- a J6 5T4 Alb — -'s — z 0 f 4306 5' -3 3/S" 8,_0" DI R D Hl 7 ;� i I �� R. �' =' ® 1 I 1 f -I IliICI 0 III�I =I�I�I =1�1�1 ' -0' II I�I�I =It i 51-10" _ 6 -9 ! ; /S - = m I I I I I; �_; -'" i ua m u- A. • NICHOLAS J. 'IC• •1Ci 1006.2 Illumination level. w The means of egress illumination level shall not be less than L /4� �NI�I 1 ` I I I I I I = Z 1foot- candle at the walking surface. I I— J 1 1 t _ 1006.3 Illumination emergency power. tit illumination shall STATE OF WA HI T.IfJ 1 1 �\ I CL -2 10 -1 - ? X I m u_ ( I I I I '''` %`I `I Q The power supply for means of egress normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: "' %$I Vii? '11 ' / ,n PAINT LIGHT FIXTURE `r ' TIM RINGS TO MATCH BRAKE METAL FINISH (T1'PJ NOTE: NOY QS w - \___ _ �' EI A I AI6 N �!�— -FI/N� - -1 - 5' -0° Fl EC2 - 'AI6 ; ' ir' , . - 7 �� -� _ :. Iv 16 J6 O y 1. Aisles and unenclosed stairways of rooms that z require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... w 3. Exterior egress components... u) 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ration of 40 to 1 shall not be exceeded. C YG 5 J / m u_ \ EQ AI6 AI6 G z o f REVISIONS , .� " I _ _ i_. - _ 1' -6" 1' 1 © ,, ,� GL -5 9' -0" AFF 2 -2 NO. DESCRIPTION DATE 46.1 L. ANY SPRINKLER HEAD INSTALLED IN THIS AREA SHALL BE FULLY RECESSED W/ A BLACK COVER PLATE. 61 ;;; 0 FIRST ISSUE 04/01/11 n %; -_ % 'ss z ;; z -I F m %-: ►� / - I /(E) Il N 110A1 -� $�- T I = L 6_I 1 `� r 0 fi't '� 2' -1" Or ,\ �1 AI6 AI6 i\ 11 d\ • 16 I H - _ 11 (EJ' I I I I _\ �� �iJ - ;' TH TH `1 ,� `J ,� CL -2 6 11' -5 3/4' I (E) - THG - AI6 n �J Li =III. AI6 ,„ �_ w\ CL -4 e 9' -0" AFF I _� _ E4 ,a THG THG THG THG- _ tt THG . . . THG THG THG frI r - . m "` ! • 4' -0' 4'- 0' • • I I THG THG THG THG THG 2' -0" THG THG THG THG THG 'I�) R'III, - - --1 EI - I ►- -1 \ --� �--- - DATE: 4/01 /11 - � r vim- J'' n I u,,-ee SCALE: AS NOTED GROSS AREA: • 2,382 SQ. FT. \ 3 — CL-2 '- " CL 2 II 9 AFF ( - '- " GL 2 6 10 AFF ( CL -3 OPEN A2.0 - j � ��r� G(� S .i...._.„ F� - cL 2 111-91 AFF I"' o e ?Li S f �� 1 e— - SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR � VIEW CODE COMPLIANCE _. APPROVED NAY 0 3 2011 Srlit /It AI. Nina City Tukwila DUILDIN DIVISION NOTE: COOT D INATE LOCATION, QU,4NT I T�' AND SIZE OF ACCESS PANELS WITH TENANT '5 PROJECT CONSTRUCTION MAN,4GEIR. \ 0 REFEECTED CEELING PLAN SCALE: 1 /4" = 1' -0" REFLECTED CEILING PLAN NOTES CEILING TYPE SCHEDULE CL -X e X' -XX' AFF. 1 LIGHT FIXTURE AND EQUIPMENT SCHEDULE 1. EMERGENCY LIGHTS TO BE INSTALLED ON SEPARATE CIRCUIT. 2. 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 WORK, IF REQUIRED SY LOCAL AUTHORITIES. 3. REFER TO FINISH SCHEDULE SPEC 4 INTERIOR ELEVATIONS FOR FINISHING PAINTING REQUIREMENTS. 4. THE POSITION OF THE TRACK IS TYPICALLY SET OUT FROM PERIMETER WALL AS INDICATED. 5. UPON COMPLETION OF JOB, CONTRACTOR SHALL BALANCE THE AIR TENANTS CERTIFIED Al R BALANCE REPORT TO THE E ANT PROJECT MANAGER 6. G.G. TO ADVISE TENANT PROJECT CONSTRUCTION MANAGER OF MAX CLEAR HEIGHT IN STOCK ROOM PRIOR TO PROJECT COMMENCING. THIS IS TO ALLOW THE HEIGHT OF THE STOCK ROOM SHELVING TO BE MAXIMIZED 1. 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 SE TAPED, SPACKLED AND PAINTED IN 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 BEFORE WORK COMMENCES. ALL SPRINKLER HEADS WILL BE SEMI - RECESSED CHROME TYPE CENTERED IN 2X2 CEILING GRID. SPRINKLER HEADS - NOTE: SYMETRIGAL PATTERN TO ALIGN W/ CEILING ELEMENTS. CALLOUT DESCRIPITION TYPE SYMBOL EXIST. NEW MANUFACTURER DESCRIPTION LAMP - 4 MERCURY MM132- OCT /8T- G- ELB -UNI - 8' - (2) LAMP TANDEM FLUORESCENT STRIP W/ PAL 40T8C CRUSH GUARD SAFETY SLEEVE 4 PAL T8 CAP (2) F032/830 32W TS FLUORESCENT LAMPS CL -I NOT USED Fl I 1 F3 - 6 MERCURY (2) LAMP FLUOR INDUSTRIAL TYPE WITH WIRE GUARD FIXTURE. 1MIE6- 2- 32 -OCT- EL13- UNIV/REFLMIE6240 WIDE GUARD:'WG- MiE6240 WHEN EM BALLAST REQUIRED ADD -EMPK TO SPECIFICATION (2) 24610 F32T8 /TL830 /ALTO PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY ' ^ TU KWI LA, WA, 98 1 88 SPACE #300 STORE NO. 47267 O - 5 JUNO PART * (HOUSING): TC920 PART # (TRIM): 6260 -W1-1 6' OPEN PAR38 DOWNLIGHT- HOUSING W /CLEAR TRIM ALZAK (SILVER) FINISH PH14418 CPM i25W /830 /PAR38 /25 CL -2 5/8 TYPE 'X' GYP. BD. ON MTL. JOISTS, or RIGID X SUSPENSION SYSTEM, AT HEIGHT J6 INDICATED ON PLAN. TAPE, SPACKLE, SAND, SMOOTH AND PAINT. ONE COAT SEALER, TWO COATS FINISH PER FINISH PLAN_ FURNISH INSTALL BY TENANT G.C. A16 T - 14 ANP LIGHTING UL416- 49- RBHC- 42- GR16(42W) PENDANT W /16' SHADE 42W CFL DUAL TAP BALLAST BLACK CORD GRILL WIRE GUARD INCLUDED 26815 PL T42W/35/4 PIN 0 - 2 STONCO VP-11 -GC CAGE LIGHT PENDANT MOUNT WITH (1) 100 WATT A LAMP SUSPENDED W BLACK CABLE 15691 EL/MDT23W MINI TWIST CL -3 EXISTING EXPOSED STRUCTURAL DECK NO NEW CEILING UNLESS MANDATED BY MALL OR ST4 BLDG CODES. TIC - 63 GON -TECH GTL2838N -S GIMBALL RING TRACK HEAD- UNFINISHED 14415 GDM- i25W/830 PAR 38/25 CON -TECH *LT -B -S (S' LENGTH) SPRING LOADED ATTACHMENT MOUNT SILVER CHANNEL *1-6 -S (6 LENGTH) DIRECTLY TO LAY -IN CEILING IF TRACK *LT -4 -S (4' LENGTH) APPLICABLE ** SEE NOTE BELOW #LT -2 -S (2' LENGTH) CL -4 EXISTING GYP. BD. AT HEIGHT INDICATED ON PLAN. PATCH AND REPAIR AS REQUIRED. TF FURNISH 4 INSTALL BY TENANT G.C. ® - 4 SOSE FREESPACE MODEL 16: LOUDSPEAKER (TYP. OF 4) CL -5 EXISTING 2' x 4' ACOUST. TILE PANEL ON EXPOSED TEE GRID e HEIGHT INDICATED SP ON PLAN. SM �► ;fal - I SUPPLIED AND INSTALLED SMOKE DETECTOR BY TENANT'S G.G. SHEET TITLE REFLECTED CEILING PLAN SHEET NO. 1\6•0 B - 2 HIGHLITES BP- PLED -5 -R EXIT LIGHT W/ 90 MIN. BATTERY BACK -UP PACK El NO COMBUSTIBLE MATERIALS ARE ALLOWED TO BE INSTALLED ABOVE MY FINISHED CEILINGS. E2 - 1 ASTRALITE EU- 2- 1-I-W -TD SURFACE MOUNTED 2 -1-1EAD EMERGENCY LIGHT MOUNTED AT 12' -6' AFF OR MAX ALLOWABLE BY CODE (SALES AREA) E4 - 2 HIGHLITES HBP- PLED- S -R -DEH COMBINATION EXIT LIGHT WITH TWO SIDE - MOUNTED LIGHTING HEADS - 2 NEW LCD MONITOR �,4 �,,,i RECEIVED (E) = EXISTING FIXTURE TO REMAIN - VERIFY EXISTING QUANTITIES (R) = EXISTING FIXTURE TO BE RELOCATED - VERIFY EXISTING QUANTITIES •L = DENOTES NIGHT EM =DENOTES EMERGENCY LIGHT =PROVIDE 90 MIN. BATTERY BACK -UP •• PROVIDE SINGLE CIRCUIT IN -LINE FEED CURRENT LIMITING DEVICE WITH ILLUMINATED CIRCUIT BREAKER ROCKER SWITCH - i�GI(IA), REG3(25A), REG6(SA), %ECx9(15A), REGI0(104) APR 08 2011 v PERMIT CCS PROTO RELEASE 2.0— 11 2010 (----- 3 /8'ALL THREAD' 3/8' NUT PLATE CHANNEL NUT UNISTRUT TRACK EXISTING DECK PAINT: P -1 EXISTING STRUCTURE v.LF. PAINT: P -I l— UNISTRUT BEAM CLAMP UNISTRUT TRACK PAINT: P -1 FOOT LOCKER, INC. 2' 2" PAINT ALL COMPONENTS P- I 2° EQ EQ 1/2" TI- TREADED ROD PAINT: P -1 STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 DETAIL 'A' 4' -0° EXISTING DUCT ARCHITECT: TRICARICO° UNISTRUT SUSPENSION DETAIL SCALE: 1 " =1' -0" UNISTRUT TRACK PAINT: P -I 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com ELEVATION ° (LING PANEL FIXTURE ' DRAWINGS #6 TEK SCREW BLACK 6" O.C. MAX SPACING ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO F3 LIGHT FIXTURE AREA OF PANEL OVERLAP 1"f 11RIROIR BENCk- -1 "—SPRINKLER PIPE PAINT: UTOUT IN METAL PANEL SHALL BE 2' IN DIAMETER LARGER THAN THE ESCUTCHEON 1 /2'ALL THREAD 1/2 'NUT PLATE CHANNEL NUT UNISTRUT TRACK PAINT: P -I METAL PANELS W/ OVERLAP 2° 0 PROVIDE ESCUTCHEN TO MATCH CLG FIN. SPRINKLER HEAD #6 BLACK TEK SCREW 6" O.C. FITTING ROOM LIGHT FIXTURE SCALE: NTS SPRINKLER HEAD DETAIL (IF REQUIRED SCALE: 3 " =1' -0" HANGING DETAIL OF METAL GRID PERPENDICULAR TO UNISTRUT SCALE: 1 1/2"=1'-0" EXISTING DECK PAINT: P -I REVISIONS UNISTRUT TRACK PAINT: P -1 1/2 ° THREADED ROD DOUBLE UNISTRUT TRACK (ABOVE PAINT LINE) ALUMINUM PIPE FLANGE BOLTED DIRECTLY TO UNISTRUT 1 /S" GAP BETWEEN ACCESS PANEL AND ADJACENT METAL PANEL #6 TEK SCREW BLACK 6 ° O.C. HVAC D IFFUSER SHALL BE INSTALLED OUTSIDE OF METAL PANEL AREA. BOTTOM OF D IFFUSER SHALL ALIGN WITH TOP OF METAL PANEL UNISTRUT SUPPORT. EXISTING DUCT EXISTING STRUCTURE V.I.F. PAINT: P -I UNISTRUT BEAM CLAMP UNISTRUT TRACK PAINT: P -1 DESCRIPTION FIRST ISSUE 04/01/11 1/2" THREADED ROD PAINT: P -1 12 GA. DIAGONAL SPLAY WIRES (EACH DIRECTION) UNISTRUT TRACK (BEYOND) PAINT: P -I THREADED CONNECTION BETWEEN PIPE AND PIPE FLANGE ALUMINUM PIPE MONITOR PANEL MOUNT 1/2' THREADED Rfr PAINT: P -1 11 Noir Numv Nor-- Nor W N VIDEO MONITOR UNISTRUT TRACK FOR ACCESS PANEL SUPPORT. PROVIDE REQUIRED SUPPORT TO KEEP METAL PANEL FROM SAGGING. PAINT: P -1 METAL CEILING PANEL REFER TO FIXTURE MFG SHOP DRAWINGS UNISTRUT TRACK PAINT: P -I *6 BLACK TEK - SCREW AT OVERLAP OF PANELS AREA OF OVERLAPPED PANELS #6 TEK SCREW BLACK 6' O.C. MAX SPACING 1/2 °ALL THREAD 1/2 "NUT PLATE CHANNEL NUT UN I STRUT TRACK PAINT: P -I METAL PANELS DATE: 4/01 /11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR \ \\ \\\ = \\\N.X 6 TEK SCREW BLACK 6 ° O.C. METAL CEILING PANEL REFER TO FIXTURE MFG SHOP DRAWINGS +I/16' MAX GAP BETWEEN ACCESS PANEL AND METAL CEILING PANEL L IFT UP ACCESS PANEL CONSTRUCTED W/ METAL CEILING PANEL *6 TEK SCREW BLACK ATTACHED TO UNISTRUT FOR SUPPORT MONITOR HANGING DETAIL SCALE: 1 1/2"=V-0" ACCESS PANEL DETAIL (IF REQUIRED SCALE: 1 1/2"=11-0" HANGING DETAIL OF METAL GRID PARALLEL TO UNISTRUT SCALE: 1 1 /2 " =1' -0" EXISTING DECK PAINT: P -I EXISTING STRUCTURE PAINT: F-I EXISTING DECK PAINT: P -1 2' OVERLAP AT ALL PANEL JOINTS W/ UNISTRUT SUPPORT ABOVE UNISTRUT BEAM CLAMP EXISTING STRUCTURE PAINT: P -I UNISTRUT TRACK PAINT: P -I UNISTRUT BEAM CLAMP PAINT P -I EXISTING STRUCTURE V.I.F. PAINT: P -1 UNISTRUT BEAM CLAMP PERFORATED METAL PANEL 89 'L X 36°W (TYP) 1/2 THREADED ROD PAINT: P -I 12 GA. DIAGONAL SPLAY WIRES (EACH DIRECTION) UNISTRUT TRACK PAINT: P -1 ... ∎ ∎�� ∎����...NI ��.�• ∎�A� ∎ ∎� ∎ ∎∎ �•∎ F3 LIGHT FIXTURE IIIIIIIIIII,IWIII 1111111111111111111111 #6 TEK SCREW THROUGH LIGHT FIXTURE CABINET INTO UNISTRUT ABOVE METAL. PANEL THREADED ROD PAINT: P -I UNISTRUT TRACK PAINT: P -I LIGHT TRACK REFER TO LIGHT FIXT. SCHEDULE �12' -0' AFF. BIM OF PENDANT LIGHT FIXTURE (NOT INCLUDING CAGE) PENDANT MTD LIGHT FIXTURE REFER TO LIGHT FIXT. SCHEDULE - u _ ICI - -- _ - - �, m :- :u I I 3' -10' 2' 3' -Se 2' 3' -l0" lI' -8' 3/ 4' -0' PANELS W/ OVERLAP SEAM FRONT OF STORE FULL LENGTH UNISTRUT FOR LIGHT FIXTURE SUPPORT PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47G67 IF REQUIRED, PROVIDE HOLE IN GRID FOR SPRINKLER HEAD - DIAMETER 2' LARGER THAN SPRINKLER HEAD'S ESCUTCHEON. SEE 9/A6.1 RECEIVED APR 08 2011 PERMIT CENTER SHEET TITLE CEILING SECTIONS AND DETAILS F3 LIGHTING FIXTURE SUPPORT SCALE: 1 1/2"=11-0" DETAIL FOR TRACK LIGHTING SHEET NO. SCALE: 1 1/2"=t-0" DETAIL FOR PENDANT LIGHT SCALE: 1 1/2"=V-0" SCALE: 3/8 " =1 ' -0" CCS PROTO RELEASE 2.0- 11 /, ELEVATION ° (LING PANEL FIXTURE ' DRAWINGS #6 TEK SCREW BLACK 6" O.C. MAX SPACING ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO F3 LIGHT FIXTURE AREA OF PANEL OVERLAP 1"f 11RIROIR BENCk- -1 "—SPRINKLER PIPE PAINT: UTOUT IN METAL PANEL SHALL BE 2' IN DIAMETER LARGER THAN THE ESCUTCHEON 1 /2'ALL THREAD 1/2 'NUT PLATE CHANNEL NUT UNISTRUT TRACK PAINT: P -I METAL PANELS W/ OVERLAP 2° 0 PROVIDE ESCUTCHEN TO MATCH CLG FIN. SPRINKLER HEAD #6 BLACK TEK SCREW 6" O.C. FITTING ROOM LIGHT FIXTURE SCALE: NTS SPRINKLER HEAD DETAIL (IF REQUIRED SCALE: 3 " =1' -0" HANGING DETAIL OF METAL GRID PERPENDICULAR TO UNISTRUT SCALE: 1 1/2"=1'-0" EXISTING DECK PAINT: P -I REVISIONS UNISTRUT TRACK PAINT: P -1 1/2 ° THREADED ROD DOUBLE UNISTRUT TRACK (ABOVE PAINT LINE) ALUMINUM PIPE FLANGE BOLTED DIRECTLY TO UNISTRUT 1 /S" GAP BETWEEN ACCESS PANEL AND ADJACENT METAL PANEL #6 TEK SCREW BLACK 6 ° O.C. HVAC D IFFUSER SHALL BE INSTALLED OUTSIDE OF METAL PANEL AREA. BOTTOM OF D IFFUSER SHALL ALIGN WITH TOP OF METAL PANEL UNISTRUT SUPPORT. EXISTING DUCT EXISTING STRUCTURE V.I.F. PAINT: P -I UNISTRUT BEAM CLAMP UNISTRUT TRACK PAINT: P -1 DESCRIPTION FIRST ISSUE 04/01/11 1/2" THREADED ROD PAINT: P -1 12 GA. DIAGONAL SPLAY WIRES (EACH DIRECTION) UNISTRUT TRACK (BEYOND) PAINT: P -I THREADED CONNECTION BETWEEN PIPE AND PIPE FLANGE ALUMINUM PIPE MONITOR PANEL MOUNT 1/2' THREADED Rfr PAINT: P -1 11 Noir Numv Nor-- Nor W N VIDEO MONITOR UNISTRUT TRACK FOR ACCESS PANEL SUPPORT. PROVIDE REQUIRED SUPPORT TO KEEP METAL PANEL FROM SAGGING. PAINT: P -1 METAL CEILING PANEL REFER TO FIXTURE MFG SHOP DRAWINGS UNISTRUT TRACK PAINT: P -I *6 BLACK TEK - SCREW AT OVERLAP OF PANELS AREA OF OVERLAPPED PANELS #6 TEK SCREW BLACK 6' O.C. MAX SPACING 1/2 °ALL THREAD 1/2 "NUT PLATE CHANNEL NUT UN I STRUT TRACK PAINT: P -I METAL PANELS DATE: 4/01 /11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR \ \\ \\\ = \\\N.X 6 TEK SCREW BLACK 6 ° O.C. METAL CEILING PANEL REFER TO FIXTURE MFG SHOP DRAWINGS +I/16' MAX GAP BETWEEN ACCESS PANEL AND METAL CEILING PANEL L IFT UP ACCESS PANEL CONSTRUCTED W/ METAL CEILING PANEL *6 TEK SCREW BLACK ATTACHED TO UNISTRUT FOR SUPPORT MONITOR HANGING DETAIL SCALE: 1 1/2"=V-0" ACCESS PANEL DETAIL (IF REQUIRED SCALE: 1 1/2"=11-0" HANGING DETAIL OF METAL GRID PARALLEL TO UNISTRUT SCALE: 1 1 /2 " =1' -0" EXISTING DECK PAINT: P -I EXISTING STRUCTURE PAINT: F-I EXISTING DECK PAINT: P -1 2' OVERLAP AT ALL PANEL JOINTS W/ UNISTRUT SUPPORT ABOVE UNISTRUT BEAM CLAMP EXISTING STRUCTURE PAINT: P -I UNISTRUT TRACK PAINT: P -I UNISTRUT BEAM CLAMP PAINT P -I EXISTING STRUCTURE V.I.F. PAINT: P -1 UNISTRUT BEAM CLAMP PERFORATED METAL PANEL 89 'L X 36°W (TYP) 1/2 THREADED ROD PAINT: P -I 12 GA. DIAGONAL SPLAY WIRES (EACH DIRECTION) UNISTRUT TRACK PAINT: P -1 ... ∎ ∎�� ∎����...NI ��.�• ∎�A� ∎ ∎� ∎ ∎∎ �•∎ F3 LIGHT FIXTURE IIIIIIIIIII,IWIII 1111111111111111111111 #6 TEK SCREW THROUGH LIGHT FIXTURE CABINET INTO UNISTRUT ABOVE METAL. PANEL THREADED ROD PAINT: P -I UNISTRUT TRACK PAINT: P -I LIGHT TRACK REFER TO LIGHT FIXT. SCHEDULE �12' -0' AFF. BIM OF PENDANT LIGHT FIXTURE (NOT INCLUDING CAGE) PENDANT MTD LIGHT FIXTURE REFER TO LIGHT FIXT. SCHEDULE - u _ ICI - -- _ - - �, m :- :u I I 3' -10' 2' 3' -Se 2' 3' -l0" lI' -8' 3/ 4' -0' PANELS W/ OVERLAP SEAM FRONT OF STORE FULL LENGTH UNISTRUT FOR LIGHT FIXTURE SUPPORT PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47G67 IF REQUIRED, PROVIDE HOLE IN GRID FOR SPRINKLER HEAD - DIAMETER 2' LARGER THAN SPRINKLER HEAD'S ESCUTCHEON. SEE 9/A6.1 RECEIVED APR 08 2011 PERMIT CENTER SHEET TITLE CEILING SECTIONS AND DETAILS F3 LIGHTING FIXTURE SUPPORT SCALE: 1 1/2"=11-0" DETAIL FOR TRACK LIGHTING SHEET NO. SCALE: 1 1/2"=t-0" DETAIL FOR PENDANT LIGHT SCALE: 1 1/2"=V-0" SCALE: 3/8 " =1 ' -0" CCS PROTO RELEASE 2.0- 11 LEASE LINE TO LEASE LINE 4' -0 I/2° (SEE LIGHTING CODED NOTES SHEET E2.0) gAAAAAAAasscssssssrA..ssse ►. (E) (E) 'B' E4.0 A -14 A -22 x016 1 L_ J (EXIST)RTU -I 60 AMP WP DISC SW 8 -8,10 E3-1,c1,1 I x A-1=1=1- 60 AMP DISC SW ELECTRICAL POWER PLAN SYMBOL DESCRIPTION ALL SYMBOLS DO NOT NECESSARILY APPLY MOUNTING HGT. TO CENTERLINE UNLESS OTHERWISE NOTED SYMBOL DESCRIPTION (R) : EXISTING FIXTURE TO BE RELOCATED - VERIFY EXISTING QUANTITIES MOUNTING HGT. TO CENTERLINE UNLESS OTHERWISE NOTED SYMBOL DESCRIPTION SCALE: 1 /4" = 1' -0" MOUNTING I-IGT. TO CENTERLINE UNLESS OTHERWISE NOTED 0 WIRED JUNCTION BOX DUPLEX RECEPTACLE, 3 WIRE GRD. TYPE, 20A SEE DRAWINGS 18' APP. (TYP) MANUAL MOTOR STARTING SWITCH WI PILOT LIGHT TELEPHONE OUTLET 48' APP. (TYP) IS' APP. (TYP) Ji FIRE ALARM BREAK STATION FIRE ALARM AUDIOVISUAL SIGNAL DEVICE 48' APP. (TYP) 80° A.F.F. (TYP) p© GFI DUPLEX RECEPTACLE, WEATHERPROOF,20A GROUND FAULT PROTECTED DUPLEX RECEPTACLE, 20A IS' APP. (TYP) IS' APP. (TYP) IS' APP. (TYP) IS° APP. (TYP) SMOKE DETECTOR FIRE ALARM VISUAL SIGNAL DEVICE AT FINISH CEILING 80° APP. (TYP) :U, QUADRAPLEX WALL RECEPTACLE, 20A 18' APP. (TYP) IS' APP. (TYP) PANIC EXIT DOOR LOCK GF.I. W /LIGHT 4 SWITCH AS REQUIRED SAFETY SWITCH AS REQUIRED II 32' LCD MONITOR 0 PUSHBUTTON STATION 48° APP. (TYP) MAGNETIC MOTOR STARTER AS REQUIRED CAMERA DOME Esi LOW VOLTAGE BUZZER TRANSFORMER DOOR BUZZER AS REQUIRED 54° APP. (TYP) COMBINATION STARTER/SAFETY SWITCH MOTOR OUTLET - I PHASE AS REQUIRED AS REQUIRED -6e TOGGLE SWITCH - SINGLE, 3 -WAY 4 4 -WAY 48' APP. (TYP) MOTOR OUTLET - 3 PHASE AS REQUIRED CCTV SYSTEM: G.G. TO MOUNT ELECTRICAL BOX, PAINTED BROWN, AT UNDERSIDE OF UNISTRUT WITH 3/4' DIA. BLACK CONDUIT TO ELECTRICAL BOX, PAINTED BROWN AT 12' -0' A.F.F. FOR EACH CAMERA LOCATION. CCTV VENDOR TO ENSURE ALL WIRES ARE SLACK, PLENUM RATED AND BUNDLED WITH BLACK NYLON TIES. VERIFY LOCAL CODE REQUIREMENTS FOR LOW VOLTAGE CCTV. FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. TI-116 CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. ELECTRICAL SYMBOLS I. REFER TO MECHANICAL PLAN FOR LOCATION OF MECHANICAL EQUIPMENT. FIELD VERIFY EXACT LOCATIONS. 2. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL AT 'A' TYPED PANEL DIRECTORY WITH ALL CIRCUITS ACCURATELY DESCRIBED PRIOR TO STORE OPENING FOR ALL PANELS. 3. ALL RECEPTACLES AND SWITCH PLATES IN SALES AND NON -SALES AREAS TO MATCH WALL OR CEILING FINISH UNLESS DIRECTED OTHERWISE. TYPICAL MOUNTING HEIGHT IS IS' A.F.F. EXCEPT AT COUNTERS OR IF DIRECTED OTHERWISE 4. ALL CONDUITS SHALL BE CONCEALED IN WALLS AND OUTLET BOXES SHALL BE FLUSH WITH FINISHED WALL UNLESS OTHERWISE NOTED. 5. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH NATIONAL ELECTRIC CODE AND ALL LOCAL CODES AND ORDINANCES. 6. ALL FIRE ALARM DEVICES ARE EXISTING TO REMAIN AND CONNECTED TO THE LANDLORD'S SIMPLEX SYSTEM. O 20AMP, 120v., ISOLATED GROUND/DEDICATED CIRCUIT RECEPTACLE (HUBBELL *IG -5362) FOR CASH REGISTERS. DO NOT INSTALL WITH ANY OTHER CIRCUITS. LOCATE RECEPTACLES AT CASH/WRAP COUNTER AS DIRECTED BY CONSTRUCTION MANAGER. RUN 2 *12 THHN AND 1 *12 ISOLATED GRD. PER CIRCUIT IN A COMMON I' CONDUIT IN FLOOR SLAB TO WALL, UP WALL AND TO PANEL. O I° CONDUITS RUN IN FLOOR CUT AND PATCH FLOOR AS REQUIRED. COORDINATE FLOOR CUTTING WITH LANDLORD PRIOR TO STARTING WORK O TELEPHONE OUTLET (VOICE). USE 4° SQUARE JUNCTION BOX WITH PHONE JACK AND COVERPLATE. RUN I' EMPTY CONDUIT WITH PULL WIRE INTO WALL, UP WALL TO STRUCTURE ABOVE, BACK TO TELEPHONE BOARD. SUMMARY OF TELEPHONE LINE REQUIREMENTS - (I) LINE REQUIRED AT BACK OFFICE FOR HANDSET SEE DIAGRAM ON SHEET E4.0 FOR DETAILS (I) LINE REQUIRED AT CASH WRAP FOR DSL AND HANDSET SEE DIAGRAM ON SHEET E4.0. FOR DETAILS O 20AMP, 120V., DUPLEX RECEPTACLE AT CASH WRAP COUNTER FOR UTILITY POWER. LOCATE RECEPTACLES AT CASH WRAP COUNTER AS DIRECTED BY OWNER RUN 2 *12 THW AND. I *12 GRD IN I° CONDUIT IN FLOOR SLAB TO WALL, RUN UP WALL TO JUNCTION BOX AND CONNECT TO CIRCUIT INDICATED. O ALL POWER DEVICES IN THIS AREA ARE EXISTING TO REMAIN, UNLESS OTHERWISE NOTED. CIRCUITING IS EXISTING TO REMAIN. ® RECEPTACLES AND COVERPLATES WITH AN 'SF' DESIGNATION SHALL BE FLUSH MOUNTED IN CEILING AT STOREFRONT, PARALLEL TO STOREFRONT GLASS. CIRCUIT TO PANEL AS INDICATED. (NEC ART. 2I0 -62) ALL RECEPTACLES 4 COVERPLATES IN SHOW WINDOW CEILINGS TO BE 'BROWN' IN COLOR • INSTALL A DELIVERY BUZZER SYSTEM AS SHOWN, INCLUDING EDWARDS 1156C-B PUSH BUTTON AT REAR DOOR, "590 TRANSFORMER, *125 BUZZER AS INDICATED. ® 1/2' CONDUIT WITH PULL STRING FROM HVAC UNIT TO THERMOSTAT. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION. ® REFER TO I-1VAC CONNECTION SCHEDULE FOR WIRING, CONDUIT, AND CIRCUIT REQUIREMENTS. 10 PROVIDE JUNCTION BOX, TOGGLE DISCONNECT SWITCH IN CONCEALED LOCATION AND FINAL CONNECTION FOR 120 VOLT SIGN. SIGN FURNISHED BY TENANT. COORDINATE EXACT LOCATIONS WITH TENANT'S CONSTRUCTION MANAGER II WIRE THROUGH TIME CLOCK. REFER TO SHEET E3.0 FOR MORE INFORMATION. IZ MOUNT DUPLEX RECEPTACLES HORIZONTALLY BELOW COUNTER. COORDINATE EXACT LOCATION WITH CABINET MANUFACTURER. 13 1° CONDUIT RUN IN SLAB TO J- BOXES, MOUNTED ON TOP OF SLAB UNDER EACH SHOWCASE FOR SHOWCASE LIGHTING. CONTRACTOR SHALL VERIFY EXACT LOCATION WITH CONSTRUCTION MANAGER 14 FLUSH MOUNT (I) J -BOX FOR EACH LIGHT BOX. CONNECTION OF LIGHT BOX TO CIRCUIT IS HARD WIRED. SEE E1.0 AND A4.0 FOR ADDITIONAL INFORMATION AND LOCATIONS. 15 MOUNT SALES AREA DUPLEX RECEPTACLES AND COVERPLATES AT IS' APP_ 16 MOUNT SMOKE DETECTOR IN RETURN AIR DUCT AS REQUIRED BY LOCAL CODES AND LANDLORD'S CRITERIA. li G.G. TO INSTALL NEV' WATER HEATER BELOW SINK, SEE M2.O FOR MORE INFO. IS POWER EQUIPMENT: REFER TO POWER RISER DIAGRAM ON DRAWING E3.0 FOR ADDITIONAL INFORMATION. 19 EXISTING TELEPHONE BOARD WITH DEDICATED DOUBLE DUPLEX RECEPTACLE TO REMAIN. CONTRACTOR SHALL VERIFY ALL POWER/PHOE /DATA REQUIREMENTS WITH CONSTRUCTION MANAGER AND MAKE ALL NECESSARY MODIFICATIONS. RECEPTACLES AND GOVERPLATES IN NON -SALES AREA SHALL BE MOUNTED AT IS" A.F.F. UNLESS NOTED OTHERWISE. CIRCUIT TO PANEL AS INDICATED. 21 PROVIDE A DEDICATED QUAD RECEPTACLE FOR A/v SYSTEM AT MANAGER'S DESK. A/v SYSTEM TO BE FURNISHED AND INSTALLED BY AUDIO /VIDEO CONTRACTOR TENANT E.C. TO ALSO FURNISH AND INSTALL CONDUIT AND PULL WIRE TO ALL A/v LOCATIONS AS REQUIRED BY A/V VENDOR CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER PRIOR TO BID. 22 REAR DOOR SECURITY EXIT DEVICE SHALL BE FURNISHED AND INSTALL BY SECURITY SOLUTIONS, 405 - 316 -I600. TENANT CONTRACTOR SHALL PROVIDE A I20V DEDICATED OUTLET FOR SECURITY DEVICE AT REAR DOOR SEE DETAIL 0/E4.1 FOR ADDITIONAL INFORMATION. 23 A/V VENDER TO FURNISH AND INSTALL (2) TV/MONITORS. 24 FLUSH MOUNT JUNCTION BOXES AT 4' -3', 6' -9', AND 9' -3' AFF RESPECTIVELY AND PROVIDE.HARD -WIRED FINAL CONNECTION FOR LIGHT BOXES. SEE DETAIL ON THIS SHEET FOR ADDITIONAL INFORMATION. 25 20 AMP, 120V. ISOLATED GROUND/DEDICATED CIRCUIT RECEPTACLE (HUBBELL *IG -5362) MOUNTED AT IS' APP. DO NOT INSTALL WITH ANY OTHER CIRCUITS. RUN 2 *12, 1 *12 GRD., AND 1 *12 ISOLATED GRD. BACK TO PANEL FOR COMPUTER TERMINAL. 26 CAMERA *1 FRONT ENTRANCE PUBLIC VIEW (MINI DOME) ADVANCED PUBLIC VIEW (PENDANT MOUNT) COLOR CAMERA W /4 -8.0mm AIVF LENS (SEE DETAIL) O FIXED CAMERA (MIN DOME) SALES FLOOR - REFER TO CAMERA DIRECTIONAL ARROW ON PLAN - COLOR CAMERA W /4 -5.0mm AIVF LENS. GENERAL POWER NOTES POWER CODED NOTES 3' -1 3/4" EQ EQ :31 UU C] SEE DRAWING A4.0- INTERIOR ELEVATIONS FOR LOCATIONS OF LIGHT BOXES. k 1%, o cy) J -BOX IN WALL. CONTRACTOR SHALL MAKE HARD WIRE CONNECTION TO LIGHT BOX. FACE OF J -BOX MUST BE FLUSH TO FACE OF ADJOINING WALL SURFACE. RECEIVED APR 08 PERMIT CEN p FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: dpTricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO® ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO N.4306 NICHOLAS J. STATE OF W REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 LIGHT BOX POWER SUPPLY SHEET TITLE ELECTRICAL POWER PLAN SHEET NO. E l ■ O CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 STORE NO. 47267 LIGHT BOX POWER SUPPLY SHEET TITLE ELECTRICAL POWER PLAN SHEET NO. E l ■ O CCS PROTO RELEASE 2.0- 11/2010 F STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 11' -13/4' ARCHITECT: TRICARICO® Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com LEASE LINE TO LEASE LINE - ip cfl A -29 -Fl SST. .� A �I► � 0 24' -0" 0 24' -0' 0 4' -0 1/2' ARCHITECT LICENSE # 4306 C 2011 NICHOLAS J. TRICARICO O C -21 : 0 J E2 \ 0 (II%il�ll ) A -13 0 ' THG THG THG THG THG THG THG THG THG THG THG THG THG THG THG THG THG THG THG THG T{'IG� n 61 _[1113..,, `.' O .;� 1 J: ■ A -21 ;, U1 -1 4 111 J I- Z 111 _i J -FI • .4■ �� ����� �� 0 I / ►�/ I i / ' / i I / � V �� M � I•I . ti • cp —10 Lu N w J l5A) :• :l �IIII C2.5AA A -23 A A -23 �� AI6 D =11111 ililli 111111( 0I�I�I III Si 11I1I�1 =lsss -i -25 A16 AI6 ^ OTYP. -25 �� = 1351 AI6 - 11 01 01 4s; ;;; $11 m A -2j:; 4 E4 - A ST4 n III 4306 •�. 1ST ' i N IT I, (IA) II11 -� In ►_� ' Ii__I A -I1 J Lil "t 6, `i������rr.��.- r.����.��.��.� ........ ..................., J6 V A -23 0 AI6 A -21 ' ,;. .;; % $' %;i %1: g ' m A -23 (lA) A -25 A -25 E1� 0 AI6 NICHOLAS J. TRI ;RICO STATE OF WASH! GTO iiI1111 / sEi1 m%% A A FI/NL —A -31 - FI -25 -23 L. O Alb ED ID ®�IlI�I AI6 I L AI6 J I I __ (E) - REVISIONS ilII" 1 '-' — '' NO. 0 DESCRIPTION FIRST ISSUE DATE 04/01/11 — In 111 "` s£ W ',ii (p %' O-aA*702 -�/ I I I I �(E) AI6 � A 23 �11A -I A -29;/ Z /� �/ (E) OS 0 (E) A -25 4-23 AI6 0 0 0 AI6 A -25 A -25 0 =I�I�I A -2- Pi- ii IL AI6 THG THG THG (5A) Alb ® (5A) I E4 A. .a A HG THG THG THG THG A -25 4 A ., ,a A, ,a ,, A, THG THG THG THG THG THG THG THG THG THG THG THG a THG A�■I THG A -11 0 M,(IIII MI ■' A -15 El 4 1 il 1 � Q DATE: 4/01 /11 I I SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 FIELD VERIFY ALL CONDITIONS DRAWN BY: CR DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HI5 BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. Viii NNW Ikilla . �) ELECTRICAL LIGHTING PLAN SCALE: 1/4" = 1' -0" TYPE SYMBOL EXIST. NEW MANUFACTURER DESCRIPTION LAMP 1. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THUS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 2. LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. 3. GENERAL CONTRACTOR TO INSTALL TENANT FURNISHED CRUSH GUARD SAFETY SLEEVES TO ALL STOCKROOM FLUORESCENT, LIGHTING. 4. 4. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND QUANTITY OF LIGHTING FIXTURES- 5_ EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER TI-4E LATEST NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. ALL EMERGENCY AND EXIT FIXTURES SHALL BE DUAL VOLTAGE (120/211 VOLT INPUT) WITH BATTERY BACKUP. 6. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. 5 0 Fl - 4 MERCURY MM132- OCT /ST- C- ELB -UNI - S' - (2) LAMP TANDEM FLUORESCENT STRIP W/ PAL 40TSC CRUSH GUARD SAFETY SLEEVE 4 PAL TS CAP (2) F032/5.30 32W TS FLUORESCENT LAMPS I I F3 - 6 MERCURY (2) LAMP FLUOR INDUSTRIAL TYPE WIN WIRE GUARD FIXTURE:. MIE b- 2- 32- OCT- EL5- UNIV/RIEFLMIEb240 WIRE CsUARD: •UG- MIEb240 WHEN EM BALLAST REQUIRED ADD -EMPIC TO SPECIFICATION (2) 24610 F32T8/TLE30 /ALTO ,I i PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER `^ N PKV V i TU K V V I LA, WA, 98188 SPACE #300 STORE NO. 47267 J6 O - 5 JUNO PART * (HOUSING): TC920 PART * (TRIM): 6260 -WH 6' OPEN PAR38 DOWNLIGHT- HOUSING W /CLEAR TRIM ALZAK (SILVER) FINISH PH14418 CDM i25W/830/PAR38/25 Al 6 O - 14 ANP LIGHTING UL4I6- 49- RBHC- 42- GRI6(42W) PENDANT W /I6' SHADE 42W CFL DUAL TAP BALLAST BLACK CORD GRILL WIRE GUARD INCLUDED 26815 PL T42W/35/4 FIN SALES AREA SALES AREA SALES AREA SALES AREA STOCK AREA ST4 O - 2 STONCO VP -11 -GC GAGE LIGHT PENDANT MOUNT WITH (I) l00 WATT A LAMP SUSPENDED W BLACK CABLE EL/MDT23W MINI TWIST THC t - 63 CON -TECH CTL2838N -S GIMBALL RING TRACK HEAD - UNFINISHED 1441E3 GDM- i25W/830 PAR 38/25 TF CON-TECH SILVER *LT -B -S ( LENGTH) SPRING LOADED ATTACHMENT MOUNT CHANNEL *LT -6 -S (6' LENGTH) DIRECTLY TO LAY -IN CEILING IF TRACK *LT -4 -S (4' LENGTH) APPLICABLE ** SEE NOTE EELCW *LT -2 -S C2' LENGTH) 0� LIGHTING GENERAL NOTES SP SM e ® - - 4 I BOSE FREESPACE MODEL 16: LOUDSPEAKER (TYP. OF 4) SMOKE DETECTOR SUPPLIED AND INSTALLED BY TENANT'S G.G. - +44'AFF. s96•10 � i, Q �? iwir �O �� ��� O„ 4� TENANT E.G. TO FURNISH AND INSTALL CONDUIT AND PULL WIRE TO ALL A/V LOCATIONS AS 1 REQUIRED BY A/V VENDOR CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER PRIOR TO BID. O WIRE THROUGH TIME CLOCK REFER TO SHEET E3.0 AND SPECIFICATIONS FOR MORE INFORMATION. O HOMERLIN A -21 TO BE CONTROLLED BY SWITCH °a° FOR BI -LEVEL SWITCHING_ SEE SWITCH BANK DETAIL ON THIS SHEET AND POWER RISER ON SHEET E30. 4 HOMERUN THROUGH AN 12 -POLE CONTACTOR CONTROLLED BY SWITCH c1 H. CONTACTOR SHALL BE WALL MOUNTED O ADJACENT TO LIGHTING PANEL. SEE SWITCH BANK DETAIL ON THIS SHEET AND 'POWER RISER ON SHEET E3.0. ® MASTER SWITCH BANK TO BE LOCATED AT REAR DOOR TO SALES AREA. SEE DETAIL '5' ON THIS SHEET. 6 HOMERUN A -23 TO BE CONTROLLED BY SWITCH °b' FOR BI -LEVEL SWITCHING. SEE SWITCH BANK DETAIL 0 ON THIS SHEET AND 'POWER RISER" ON SHEET E3.0. O HOMERUN A -25 TO BE CONTROLLED BY SWITCH 'c' FOR BI -LEVEL SWITCHING. SEE SWITCH BANK DETAIL ON THIS SHEET AND 'POWER RISER" ON SHEET E30. OB OCCUPANCY SENSOR - LEVITON *OSSMT - WALL MTD OCCUPANCY SENSOR OVERRIDE BYPASS SWITCH O 1= LUORSECENT LTS \"/ PENDANT LTS O PENDANT LTS TRACK LTS \"/ \ '/ El - 2 HIGHLITES BP- PLED -5 -R EXIT LIGHT W/ 90 MIN. BATTERY BACK -UP PACK �� o SHEET TITLE k ELECTRICAL �` ` a LIGHTING PION PLAN " ` - . E2 I.-1 - I ASTRAL ITE EU- 2;H -W -TD SURFACE MOUNTED 2 -HEAD EMERGENCY LIGHT MOUNTED AT 12'-6' AFF OR MAX ALLOWABLE BY CODE (SALES AREA) E4 - 2 HIGHLITES HBP- PLED- S -R -DEH COMBINATION EXIT LIGHT WITH TWO SIDE - MOUNTED LIGHTING HEADS - _ - 2 NEW LCD MONITOR a' 'b' c' 'd' OS' OBS' APR `� 1�I D 08 2011M�:} (E) = EXISTING FIXTURE TO REMAIN - VERIFY EXISTING QUANTITIES (R) = EXISTING FIXTURE TO BE RELOCATED - VERIFY EXISTING QUANTITIES NI- = DENOTES NIGHT EM = DENOTES EMERGENCY LIGHT = PROVIDE 90 MIN. BATTERY BACK -UP •• PROVIDE SIN'ILE CIRCUIT IN -LINE FEED CURRENT LIMITING DEVICE WITH ILLUMINAIEV CIRCUIT BREAKER R7GKER SWITCH - l�GI(IA), REG3(25A), REG6(5A), REG9(15A), REG10(10A) HERMIT CENTER 4 �'� �Q` "t\` -..."4 �� SHEET NO. ■ 0 ^,! LIGHT FIXTURE SCHEDULE 4; LIGHTING CODED NOTES I; . 0 MASTER LIGHTING SWITCH BANK QR� _ - ��' � CCS PROTO RELEASE 2.0 11/2010 FOOT LOCKER INC. 'd' ELECTRICAL PANEL DIJ L.E SECT., I I J GAL PANEL SCI-I DU L E SECT.2 ELECTRICAL LOAD SUMMARY ...LECi STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PANELBOARD PANEL TYPE NEMA TYPE ENCLOSURE A VOLTAGE MAINS MOUNTING 120 /208 PHASE BUS RATING OPTIONS 3 WIRE 4 1FANELEOAgJ 1 PANEL TYPE NEMA TYPE ENCLOSURE B VOLTAGE MAINS MOUNTING 120 /208 PHASE BUS RATING OPTIONS 3 WIRE 4 DESCRIPTION NEC CONNECTED kW VOLT PHASE NEC DEMAND FACTOR NEC DEMAND kW MLO 200 AIC RATING 10,000 MLO 200 AIG RATING 10,000 FLUORESCENT - 120V 2.6 120 1 1.25 3.2 RECESSED NOTE (EXIST) RECESSED NOTE (EXIST) CKT. NO. DESCRIPTION POLE WIRE SIZE BKR. SIZE TOTAL WATTS PHASE TOTAL WATTS BKR. SIZE '1RE SIZE POLE DESCRIPTION ION CKT. NO. CKT. NO. DESCRIPTION POLE WIRE SIZE BKR. SIZE TOTAL WATTS PHASE TOTAL WATTS BKR. SIZE VIRE SIZE POLE DESCRIPTION : CKT. NO. NO44%10ESGENT O. 120 1 1.25 1.1 TRACK LIGHTS 2.8 120 1 TRACK LENGTH 3.5 1 TIC STOREFRONT SIGN 12 20 1,200 A 540 20 12 1 RECEPTACLES 2 1 PANEL 'A' 3 3 100 6114 A 6,'100 60 6 3 RTU -1 2 RECEPTACLES 6.1 120 1 >10k1•k10+[0.5 *(k4-10)] 6.1 3 STOREFRONT LIGHTS 2q0 B 800 SALES MONITORS 4 3 6,461 B 6,100 4 STOREFRONT SIGN 3.6 120 1 1.25 4.5 ARCHITECT: TRICARICO Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 0222 F (973) 692-0223 www.tricarico.com 5 STOREFRONT RECEF T 1,500 G 360 REGISTER I.G. LO 6 5 6,654 C 6,100 6 SAN OUTLETS 3.q 120 1 1.25 4.q 1 1,200 A 360 REGISTER I.G. LO 8 1 , -1 3 8 40 3,400 A 2,300 10 2 INSTA+IOT 8 q • • 1,200 B 540 CAN R,ECEPT 10 q 3,400 B 2,300 - 10 11 © SALES TRACK LIB 120 G 500 CAN SHOMA6E LTS 12 11 3,400 G 20 - 1 SPARE 12 WATER HEATER✓INSINKERATOR 4.6 208 1 1.00 4.6 13 q20 A 360 MANAGER'S DESK I.G. LO 14 13 SPARE 1 - 20 A - 14 15 b00 B 360 MUSIC SYSTEM 16 15 - B - 16 11 600 G 540 MANAGER'S DESK 18 1'7 - G - 18 RTU -1 20.1 208 3 1.00 20.1 ARCHITECT LICENSE # 4306 ©2011 NICHOLAS J. TRICARICO 1q V SALES LIGHT BOXES 1,000 A 360 STOCK RECEPT 20 1q - A - 20 AH -1 10.2 208 3 1.00 10.2 'd' 21 a SALES INDUSTRIAL FLUOR. 384 B 360 TOILET /GFG 22 21 - B - 23 b SALES PENDANT LT5 21 4 G 360 TELEPHONE BD LO 24 23 - G - 24 SPARE 2?7 1 1.00 25 G SALES PENDANT LIB 214 A 300 DOOR DETEX/EUZZER 26 25 - A - 26 SPARE 120 1 1.00 21 © RT11NG RM LT5 215 5 460 ROOF /GFG/LIGHT 28 27 - B - 28 2q STOCK/OFFICE/TOILET LIB 250 G S00 FIRE ALARM LO 30 21 - G - 30 TOTALS 54.1 582 31 NIGHT LIGHTS 100 A 100 V SMOKE DAMPER 32 31 • • - • A • - • • 32 33 TIC EXTERIOR SIGN 1,200 B - SPARE 34 33 SPACE - - - B - - - SPACE 34 NOTES: * USE GREATER VALUE OF THE TWO CATEGORIES. ** 125% OF THE LARGEST MOTOR OR COMPRESSOR IN SYSTEM APPLJED ONLY ON ONE UNIT. *** N.E.G. ARTICLE 220-12 R CUIREMENT (200 VA PER FOOT OF SHOW WINDOW) MINUS ACTUAL SHOW WINDOW LIGHTING kVA N.E.G. DEMAND kVA x 1,000 MINIMUM FEEDER AMPERAGE SYSTEM VOLTAGE X 1.132 58.2 X 1000 = 58,111 161.5 AMPS USE (EXIST) 200 AMP SERVICE 208 x 1.132 = 360 35 TIC EXTBZIOR SIGN T 1,200 G - 36 35 - C. 36 31 SPARE - A - 38 31 . A 38 3q - B - 40 3q B 40 41 • • - • G • - • • 42 41 ♦ G �, ° : 42 ALL PHASES TO BE BALANCED TO WITHIN 1% a,b,G SWITCHES CONTROLLING SALES AREA LIGHTS A= 6,114 WATTS LO CIRCUITS WITH HANDLE LOCK -OFF DEVICE B= 6,461 WATTS IG GRCUITS lAirTH ISOLATED GROUND 0= 6,654 WATTS TIC GRGUITS ON TIME CLOCK ALL PHASES TO BE BALANCED TO WITHIN 1% AF 11,114 1/34TT5 B= 18,861 WATTS C= 16,154 WATTS SEAL TOTAL CONNECTED LOAD 11,831 WATTS 55.1 AMPS © CIRCUITS ON LIGHTING CONTACTOR TOTAL CONNECTED LOAD 54,131 WATTS 152.0 AMPS TOTAL DEMAND LOAD 23,211 WATTS 64.6 AMPS 'd' SWITCH CONTROLLING LIGHTING CONTACTOR TOTAL DEMAND LOAD 58,111 WATTS 161.6 AMPS 4306 ',GI ER D " N `El NICHOLAS J. T• . ■ STATE OF WASI- ��N LEASE LINE 4 *3/0 REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01 /11 LANDLORD'S ELECTRICAL *TENANT C.C. ELECTRICAL CONTRACTOR TO VERIFY EXISTING SERVICE CONDUIT /CONDUCTORS DURING BIDDING STAGE 4 REPORT TO TENANT ARCHITECT ANY DISCREPANCIES THAT IS DIFFERENT FROM WHAT IS SHOWN IN SCHEMATIC. I *6 GRD TEN ROOM 1 (BY G.C.) (EXIST) 2 °C ( LANDLORD'S ELECTRICAL DISTRIBUTION METER BD 120/208V 4W SERVICE . 1 TIME CLOCK(S) TORK (1) DAY DIGITAL TYPE EWI03B V 3. (EXIST) SOCKET METER (BY TENG.C.) DATE: 4/01 /11 T /C� OVERRIDE BYPASS SWITCH LEVITON OR /APP' SCALE: AS NOTED i r d „ D EQ. (EXIST) PANEL A' 120/208V 3. 4W 200 AMP MLO (EXIST) L G - '05' 2 PARAGON SUN TRACKER TIME GROSS AREA: 2,382 SQ. FT. PANEL B' 120/208V 3. 4W 200 AMP CLOCK *EL- 14 -I20D WIRED TO OVERRIDE BYPASS SWITCH LEVITON OR APP'D EQ. SALES AREA: 1,633 SQ. FT. ' PROJECT # : 110201 MLO LIGI4TING CONTACTOR (12 POLE) ASCO OR APP'D EQUAL DRAWN BY: CR (EXIST) 200 AMP MECHANICALLY HELD CONTROLLED _ 4 VIA SWITCH - SEE SHEET E3.0 FOR MORE INFO. • • I *8 CARD 1 -1/2' C figlapti iiirit =Nig VIM*/ 3PH C.B. POWER RISER AND SCHEDULES N.T.S. I. I-1VAC CIRCUIT BREAKERS SHALL BE 'I-4ACR' TYPE WHERE REQUIRED BY EQUIPMENT NAMEPLATE PER N.E.G. 2. TENANTS ELECTRICAL CONTRACTOR SHALL FIELD VERIFY EXACT A.I.C. RATING OF LANDLORDS DISTRIBUTION EQUIPMENT, FURNISH AND INSTALL TENANTS SYSTEM TO MATCH. 3. ELECTRICAL CONTRACTOR SHALL BALANCE ALL PANELS AND ELECTRICAL EQUIPMENT TO 10% BETWEEN PHASES: A/B, B /C, A/C REGARDLESS OF CIRCUITING INDICATED. 4. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL EQUIPMENT PER N.E.G. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM /AREA PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. 5. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. 6. BOND NEUTRAL TO GROUND AT DISCONNECT SWITCH IF NOT BONDED ON LINE SIDE OF DISCONNECT SWITCH. IF NEUTRAL IS BONDED ON LINE SIDE OF DISCONNECT SWITCH, DO NOT BOND AT DISCONNECT SWITCH. 1. MAXIMUM LENGTH OF TAP CONDUCTORS ON TRANSFORMER SECONDARY SHALL NOT EXCEED 10-0' IN LENGTH. S. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM /AREA PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. 9. EQUIPMENT NAMEPLATE PER N.E.C. PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKV v Y TU KWI LA WA, 98188 SPACE #300 STORE NO. 47267 FIELD VERIFY ALL CONDITIONS RECEIVED P DESIGN DRAWINGS ARE SCHEMATIC. TI-115 CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. TI-4E CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY TI-1E ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK CODES,DHE PLANS AND SPEC F CAT ONS NOT WITHISTANDINCx. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. APR RMIT SHEET TITLE ELECTRICAL POWER 08 2011 RISER & CENTES C H E D U L E S L.. S PA�© 1Irs._o `p -; SHEET NO. 3•0 4 NOT USED NOT USED _ � RISER GENERAL NOTES 99 y0 ,s ,�� CCS PROTO RELEASE 2.0- 11 2010 FOOT LOCKER INC. 1 id ki la ha b 1 id ail la In # STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 SECONDARY PRIMARY 25 Pair 66 Block 1 REGISTER REGISTER . — To Cash trap - — DSL Line E C C C C C= E _ — ._I_ — 1— ARCHITECT: TRICARICO® Tricarico Architecture and Desi PC 502 Valley Road Wayne, NJ 07470 y yn , Twww3) 692-0222 o com F (973) 692 -0223 — —1 To Back Office TO DEMARG Line — — -, n2 Cb "s2 OD 'I" M CV w - � - - i co CA C.11 "i co X71 — — —1— 2 ,c.--.... q `�` I O I �- . 4 2 x I I I 0 14 ,, Phone - - -- CAT 3 Cable q O O �'���� �- 0 ����'� AT &T 2010 (Plenum) 20100004BWH W1000 I I L 1 I �`� I I I �� -�� v ND Co o ' — — — — C C (107078388) a Co t\ CO v ND Co -A b Co t\ E C E — — — — — i■m ni•wil ( Co - rn ( N- r CO N2 CO � 1 o •Li — la.iiin 0 n■u'1 , ■= -... � — — - — — — r• M N .* M N •- �;- C! ■■■u ...• E C ore C emarc C— C C— C O u ■ ■■!1 — _ _ — C CA • C71 O I l xt, `- ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO Phone DSL — — — — x� � xcc:; III �., „�, _ _ _ _ — I Th- -Z` I I O I I I —. tv Ca is I L . Co ,..0 _. NI w 44. ( I Co N co _ = _ _ Surface-Mount Box Surface-Mount Box CASH WRAP MI 04SMB (4 Port) MI 04SMB (4 Port) — - - - — — —C — — — — M7 04SMB -A -246 M104SMB -A -246 (1 07952442) (107952442) MANAGER'S DESK C L � J — — — Cash Wrap Back Office CABLE BLOCK WIRING DIAGRAM P—O\E O../ _T A R \6 D _TA . -EAL ■e. 4306 .I e,TER_D A' ��TEC \ NICHOLAS J. TR ARI O STATE OF WAS NG ON NOTE TO DATA VENDOR: DATA SYSTEM INSTALLER MUST REFER TO DRAWING 45.0 IN ORDER TO VERIFY THE NUMSEiz OF SECONDARY REGISTER UNITS ON THIS PROJECT. VOICE LINE I (GASH WRAP BACK OFFICE) DSL ONLY (GASH WRAP ONLY) m N _ FUTURE . - _ _ G.G. TO INSTALL AND PLUS IN _ DUPLEX CP —4 0� LP d- 2 N N r 1 N s CO Y I PAI ORANGE BROWN PAIR • � N N i- 1 N _ 4 3" GROMMET HOLE (TYP) ----1 I REVISIONS 1 Y■■■� O NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01 /11 — N UJ -� I— 11� 1— TYPICAL INSTALLATION REQUIREMENTS FOR EACH SECONDARY REGISTER UNIT. SEE A5.0 FOR NUMBER OF UNITS. 3" GROMMET HOLE PROVIDED LIGHT FIXTURE 110XODRSHE DER (TYP 2) DEDICATED QUAD Ca) _ — ) ( 22 OUTLET FOR LIGHT FIXTURES CONVENIENCE c —1 \ l 'I- m N - Ui (TMP _ _ _ _ I- I ISREG I \/ QUAD —� <t N -� N VOICE LINE 2 (CASH WRAP BACK OFFICE) OUTLET FOR AUDIO SYSTEM. REGISTER ER REGISTER Cr w -' d I I WELL I WELL I N = (-Si 1 m N r = N 1 n ( () (2) PHONE OUTLET (SEE WIRING J I /L (4684) J I I 00 ®„ (4684) L — — — — REAR DOOR 0 BUZZER LAMINATED I O _ BLUE GREEN I PAIR O PAIR r-, _ - G ` / DATE: 4/01/11 D. rd e 0 rJ O I ,l. II -mA l' -m" — K) UJ -P LI) r- dJ mi_ \ SCALE: AS NOTED 1 • • EQUAL EQUAL ii' -m "/ GROSS AREA: 2,382 SQ. FT. Got 3 Jock Surface - `count Box M I �3H -H-246 \/1045\15 (4 Port) ` , +� +� p,. O p m �� • m � MGR. DESK I SOLATED (ROUNWDEPICATED O +� 8 cf) a b in SALES AREA: 1,633 SQ. FT. j� (101521 121) 104SMB -A -246 'p N 7 PROJECT # : 110201 (1 0-7 61 52 442) GIRGUIT OUTLET O PHONE OUTLET DRAWN BY: CR DETAIL F FOR PIN OUT) FURN. AND I NST. CONTRACTOR TO ONE DEDICATED DUPLEX OUTLET, WIRED TO GENERAL CONTRACTOR TO FURNISH AND INSTALL FOUR (4) PANEL BOARD. I" CONDUITS WITH PULL STRINGS TO GASH .$ WRAP COUNTER: I. FOR TELEPHONE GABLE 0111111% irt III AMP Villille (SEE WIRING DETAIL F (FOR PIN OUT) 2. POS /DATA CONTRACTOR TO FURN. AND INSTALL ONE DEDICATED CIRCUIT WITH 3. FOR DEDICATED ELECTRICAL OUTLETS ISOLATED GROUND (SEPARATE HOT, 4. FOR • GENERAL ELECTRICAL POWER NEUTRAL, AND GROUND 120 VOLT, 20 UNDER EACH WELL, 2 HUBBEL 1.G #5352 OR APPROPRIATE EQUIVALENT, WIRED TO PANEL BOARD. ss B_OCK /� \ � � � � 25 o it 66 1310G‹ Goole to Gosh Arco SDI MANAGER DESK WIRING DETAIL 'j4, CASH REGISTER WIRING DETAIL DSL \ I. TENANT G.G. SHALL PROVIDE INSTALL ALL NECESSARY CONDUIT WITH PULL STRINGS WIRING DETAIL FOR JACKS. FOR INSTALLATION OF TENANT'S DATA SYSTEM. REFER TO DETAILS ON THIS SHEETS FOR REFERENCE OF TENANTS DATA SYSTEM REQUIREMENTS AND ROUTING. EACH JACK IS TO HAVE ONE GAT 3 GABLE. BLUE PAIR ON PINS 4 AND 5 ON JACK IN OUTLET POSITION #I 2. TENANT G.G. SHALL INSTALL A DATA CONDUIT WITH PULL STRING FROM THE STORE'S ORANGE PAIR ON PINS 4 AND 5 ON JACK IN OUTLET POSTION #2 DEMARG PANEL TO THE GASH WRAP COUNTER'S PRIMARY REGISTER. GREEN PAIR ON PINS 4 AND 5 ON JACK IN OUTLET POSTION #3 BROWN PAIR ON PINS 4 AND 5 ON JACK IN OUTLET POSTION #4 3. TENANT G.G. SHALL INSTALL A DATA CONDUIT WITH PULL STRING FROM THE STORE'S DEMARG PANEL TO THE MANAGER'S DESK. BLUE PAIR FOR DSL ONLY 4. TENANT'S DATA SYSTEM INSTALLER SHALL FURNISH AND INSTALL GAT 3 GABLE, USING ORANGE PAIR FOR PHONE #1 GREEN PAIR FOR PHONE #2 TENANT G.G. INSTALL CONDUIT, FROM THE STORE'S DEMARG PANEL TO THE GASH WRAP BROWN PAIR FOR FUTURE COUNTER, TERMINATING THE GABLE AT THE GASH AND WRAP PER WIRING DETAIL 'F'. OUTLET COLOR GODS. 5. TENANT'S DATA SYSTEM INSTALL SHALL FURNISH AND INSTALL GAT 3 GABLE, USING BLUE -WHITE PIN 5 ON JACK #I TENANT G.G. INSTALLED CONDUIT, FROM THE STORE'S DEMARG PANEL TO THE MANAGER'S SOLID BLUE PIN 4 ON JACK #I DESK. ORANGE -WHITE PIN 5 ON JACK #2 6. TENANT'S DATA SYSTEM INSTALLER SHALL LABEL JACK AT GASH WRAP AS "GASH SOLID ORANGE PIN 4 ON JACK #2 WRAP JACK ". GREEN - WHITE PIN 5 ON JACK #3 SOLID GREEN PIN 4 ON JACK #3 BROWN PIN 5 ON JAGK 4 SHALL I SOLID BROWN PP N 4 ON JACK 4 (e.g. FROM ALL NO 5 EMANATING ELECTRICAL BALLASTS, POWER FEEDER GABLES, ETC) FOR THE ENTIRE GABLE RUN. WIRING DETAIL FOR 66 BLOCK S. TENANT'S DATA SYSTEM INSTALLER SHALL PERFORM A CONTINUITY CHECK FOR EACH GAT 3 GABLE TO GASH WRAP WILL BE TERMINATED FIRST ON THE 66 BLOCK. CONDUCTOR TERMINATED AT EACH END OF THE INSTALLED CABLES, INCLUDING GABLE GAT 3 GABLE TO THE BACK OFFICE WILL BE TERMINATED SECOND ON THE 66 BLOCK. SHIELD. DSL WILL BE BRIDGED TO THE BLUE PAIR ON THE GASH WRAP GABLE ONLY. PHONE LINE WILL BE BRIDGED TO THE ORANGE PAIR ON THE GASH WRAP GABLE. a. TENANT'S G.G. SHALL LEAVE ONE AS BUILT COPY OF THIS DRAWING WITH THE STORE THEN JUMPERED TO THE BACK OFFICE ORANGE PAIR. MANAGER.. IF SECOND PHONE LINE 15 REQUIRED IT WILL BE BRIDGED TO THE GREEN PAIR ON THE GASH WRAP GABLE THEN JUMPERED TO THE BACK OFFICE GABLE GREEN PAIR. Phone I PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKV VY TU KWI LA, WA, 98188 SPACE #300 STORE NO. 47267 —� —l-� _ — — — I — — — — AND /AL SHEET TITLE MISCELLANEOUS ELECTRICAL DETAILS ° =. , > pt. > i .. 1 Mafet %I ID L�sn , ring ' BLOCK COLOR GORE GASH WRAP GABLE 66 BLOCK COLOR GODS BAGK OFFICE GABLE BLUE - 1A1HITE POSTION 1 BLUE - POSTION 9 SOLID BLUE POSITION 2 SOLID BLUE POSITION 10 ORANGE - WHITE POSITION 3 ORANGE - WHITE POSITION II RECEVED SOLID ORANGE POSITION 4 SOLID ORANGE POSITION 12 APR 08 2011 SEPARATE GREEN - WHITE POSTION 5 GREEN - WHITE POSTION 13 SOLID GREEN POSITION 6 SOLID GREEN POSITION 14 PERMIT BROWN - WHITE POSITION 7 BROWN - WHITE POSITION 15 PER��ITCEi TEOPPRO SOLID BROWN POSITION 16 Vil■s. REQUIRED SOLID BROWN POSITION S .. I�3cka __.,..,. „ ..... ,: ill RI NS MUST BE GLEAN TO HOMERUN Goole to Back I G Off "I I TH OUT ANY GR I MP I N CB AND MUST NOT Systimax Plenum Voice Cat 3 20100004BVH 10707$3$$ 305m100(ft} WE TOTE White Systimax Data Gat 3 Outlet M lBH -H -246 107321721 N/A 11pkg Ivory HAVE ANY ADDITION CONNECTIONS. Systimax Surface Mounted Box MIO4SMB -A -246 107952442 4 ports . ltpkg ivory SHEET NO. 4 • 0 2 WIRING DETAIL O GENERAL NOTES CCS PROTO RELEASE 2.0- 11/2010 II FOOT LOCKER INC. 'a-0 STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 TEL. CONDUIT 0 o A -lm TO MANAGER'S DESK TO TELEPHO E , I v4i E4.I 0 ®Q ¶ POS/DATA �!) 11, ,k I "Al 0 A - - -- - 0 REFER TO SHEET E1.0 FOR CODED NOTES el-- %0I ARCHITECT: TRICARICO Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com - ii�'� _ _ _ _ ISOLATED GROUND CIRCUIT CONDUIT BOARD -AI -- - -- A -12 CONSTRUCTION FLOOR AND o UTILITY POWER CONDUIT SEE 8/A52 FOR CONDUIT TO COUNTER LOCATION - ® e�/ -� ` 41% 0 20AMP, 120V., (HUBBELL *IG ANY OTHER AS DIRECTED I *I2 ISOLATED FLOOR SLAB O 1° CONDUITS REQUIRED. PRIOR TO STARTING OTELEPHONE WITH PHONE WITH PULL WIRE BACK TO TELEPHONE SUMMARY OF ISOLATED -5362) CIRCUITS. BY G. TO WALL, RUN IN COORDINATE OUTLET JACK INTO TELEPHONE •:� O O1 ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO GROUND/DEDICATED CIRCUIT RECEPTACLE ® NOT USED FOR CASH REGISTERS. DO NOT INSTALL WITH LOCATE RECEPTACLES AT CASH/WRAP COUNTER O NOT USED MANAGER RUN 2 *12 TI-11-IN AND INSTALL A DELIVERY BUZZER SYSTEM AS SHOWN, INCLUDING PER CIRCUIT IN A COMMON 1° CONDUIT IN O EDWARDS *1-186C -B PUSH BUTTON AT REAR DOOR, *590 UP WALL AND TO PANEL. TRANSFORMER, *125 BUZZER AS INDICATED. CUT AND PATCH FLOOR AS ® NOT USED FLOOR CUTTING WITH LANDLORD WORK. ® NOT USED (VOICE). USE 4' SQUARE JUNCTION BOX 10 NOT USED COVERPLATE. RUN IN EMPTY CONDUIT WALL, UP WALL TO STRUCTURE ABOVE, ® NOT USED BOARD. 12 MOUNT DUPLEX RECEPTACLES HORIZONTALLY BELOW COUNTER LINE REQUIREMENTS- COORDINATE EXACT LOCATION WITH CABINET MANUFACTURER CONDUIT STUB @ CASH WRAP 8. (Q1 Q - 1 N N '; EA 4306' (I) LINE REQUIRED AT BACK OFFICE FOR HANDSET SEE DIAGRAM ON SHEET E4.0 FOR DETAILS 13 1' CONDUIT RUN IN SLAB TO J- BOXES, MOUNTED ON TOP OF (I) LINE REQUIRED AT CASH WRAP FOR DSL AND HANDSET SEE SLAB UNDER EACH SHOWCASE FOR SHOWCASE LIGHTING. DIAGRAM ON SHEET E4.0. FOR DETAILS CONTRACTOR SHALL VERIFY EXACT LOCATION WITH 4 CONSTRUCTION MANAGER O 20AMP, 120v., DUPLEX RECEPTACLE AT CASH WRAP COUNTER FOR UTILITY POWER LOCATE RECEPTACLES AT CASH WRAP COUNTER AS DIRECTED BY OWNER RUN 2 *12 TIHW AND 1 *I2 GRD IN I' CONDUIT IN FLOOR SLAB TO WALL, RUN UP WALL TO JUNCTION BOX AND CONNECT TO CIRCUIT INDICATED. T TRANSFORMER HEIGHT ED R CT NICHOLAS J. 7 . ; . tp STATE OF WAS ON • 120v 96' AFF.. TRANSFORMER FURNISHED AND INSTALLED BY TENANT. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL A 120v, I PH DEDICATED CIRCUIT TO THIS LOCATION. CIRCUIT SHALL HAVE LOCK ON DEVICE AT PANEL, IP PERMITTED BY CODE mz d rnsp Z r- 111 III 0 /33 Z -P ( +1- 9(0') ABOVE FLOOR 0; CASH WRAP /SHOWCASE AREA WIRING PLAN PANNEX DEVICE A/C POWERED WITH BATTERY BACKUP. FURNISHED AND INSTALLED BY " TENANT. REVISIONS ZN -5 (HOLD UP) m. I WIRE *4 1255 BUR& ANNUNCIATOR CONTROL TRANSFORMER NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01/11 HVAC UNIT HVAC EQUIPMENT TERMINAL STRIP 24 CONTROL(A /C) 8 vOLT CONDUCTORS, 18AWG GA. SOLID COPPER WIRE,INSULATED WITH HIGH- DENSITY POLYETHYLENE.CONDUCTORS PARALLEL ENCLOSED IN BROWN PVC JACKET. 0 T -STAT /SENSOR LOCATION. PROVIDE JUNCTION BOX AT 48° A.P.P. AND 3/4° CONDUIT WITH PULL WIRE ZN -4 (HOLD UP) *10 ZN -6 m. ° (DSGf 3q) 0 ZN -�I (f 5' (DS ft ) • ZN -I (1082) ZN -3 (FG -730) STRING TO 6° ABOVE FINISHED CEILING. SEE MECHANICAL DRAWINGS FOR T -STAT LOCATION. NOTE:THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A SET BACK THERMOSTAT. COORDINATE EXACT LOCATION WITH ELECTRICAL CONTRACTOR THERMOSTAT SHALL BE A 'LIGHTSTAT' -MODEL TME-AvU, AUTOMATIC SETBACK, TWO STAGE HEAT, TWO STAGE COOLING THERMOSTAT. (CONTACT 'LIGHTSTAT INC.' IN BARKHAMSTED, CT AT 800- 292 - 2444.) THERMOSTAT SHALL BE FULLY COMPATIBLE WITH HVAC UNIT USED FOR PROJECT, COORDINATE TYPE WITH UNIT MANUFACTURER (MONITOR) DATE: 4/01 /11 SCALE: AS NOTED �� , D-1 1 BACK ; 9 J HVAC UNIT CONTROLS GROSS AREA: 2,382 SQ. FT. ZN -12 (D586o) A X TO T 1212 PANEL SALES AREA: 1,633 SQ. FT. 0 WIRE (MONITOR) o ' - (MONITOR) J AREA 9 BACKWRAP) AS TO BID. PROJECT # : 110201 ;; N N �2 �- CEILING DRAWN BY: CR 0 CONTROL CONDUCTORS Q CO CO 0 �, Q CO N T Z O N N Z N NOTE:ALL LOCATIONS AS REQUIRED BY SECURTY VENDOR CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER PRIOR TO BID. PLENUM RACED WIRE, BLACK SOLID COPPER WIRE, PROVIDE JUNCTION BOX AT 48' AFF. AND 3/4' CONDUIT ,/- WITH PULL STRING TO 6' ABOVE FINISHED CEILING. Ow% Sr( _NMI Vane (VIDEO PLAYER) _ (MANAGER'S) (SALE'S NOTE:TENANT E.G. TO FURNISH AND INSTALL CONDUIT AND PULL WIRE TO ALL A/V LOCATIONS REQUIRED BY A/V VENDOR CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER PRIOR -� (8) PANIC DOOR EXIT DEVICE 01 LOSS PREVENTION ALARM SYSTEM DETAIL 6\ VISUAL DETAIL (s_ (5_ TERMINAL BLOCK ALARM SYSTEM PANEL NET GATE BOX �-- (IF REQUIRED) CEILING 1� CIF APPLICABLE) " SPEAKER AREA) LOCATIONS AS PRIOR TO BID. a p� �1=.' APR 08 2011 PER IT CENTER CASHWRAP (SALES AREA) RJ -45 MODULAR R J -45 MODULAR CONNECTOR CONNECTOR 0 0 `-' — 0 (RJIIC /LINE I) O (MANAGER'S) NOTE:TENANT E.C. REQUIRED BY CONDUCTORS PLENUM RATED * 16 GA. 2- CONDUCTOR, BLACK SOLID COPPER WIRE, PROVIDE JUNCTION BOX AT 48° APP. AND 3/4° CONDUIT WITH PULL STRING TO 6° ABOVE FINISHED CEILING. . TO FURNISH AND INSTALL CONDUIT AND PULL WIRE TO ALL A/V A/V VENDOR CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER O CASHWRAP (RJ -45 (MALE)) (SALES AREA) (MANAGER'S) TWISTED PAIR PIN# 516NAL PIN# SIGNAL (SALE'S AREA) O (RJIIC /LINE 1) MANAGER'S DESK MODEM, FAX PHONE I 1 TD+ 1 TD+ PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY /� TU KWI LA, WA, 98188 SPACE #300 STORE NO. 47267 n n n 1 2 TD- 2 TD- 2 3 4 RD+ NOT USED 3 4 RD+ _ NOT USED (MANAGERS) \ \\ 3 TTTY_ 3 5 NOT USED 5 NOT USED 1 SENT A E TEfi�MIN�4TED, _ - 7 2 6 RD- 6 RD- IC�4E��E IS USE ONl_�'S fizEEENCE l� IF C,L�� E END �4i�E fizE1O�E D „U„ 4 1 NOT USED 1 7 NOT USED CODED NOTES 0 2' X 3' X 3/4' TELEPHONE BOARD WITH DEDICATED DOUBLE DUPLEX RECEPTACLE AND CIRCUIT WITH ISOLATED GROUND. VERIFY SYSTEM GROUNDING AND ALL OTHER REQUIREMENTS WITH LOCAL TELEPONE H COMPANY. REUSE EXISTING I° TELEPHONE CONDUIT FROM TENANT'S TELEPHONE SERVICE LOCATION(STOCK RM.) TO TELEPHONE CLOSET. VERIFY EXACT LOCATION IN FIELD. OBTAIN TELEPHONE SERVICE FROM LANDLORD'S TELEPHONE DISTRIBUTION CLOSET. 2O GRD TO BUILDING STEEL OR GOLD WATER PIPE PER N.E.C. O TELEPHONE OUTLET (VOICE). USE 4° SQUARE JUNCTION BOX WITH PHONE JACK AND COVERPLATE. RUN I' EMPTY CONDUIT WITH PULL WIRE INTO WALL, UP WALL TO STRUCTURE ABOVE, BACK TO TELEPHONE BOARD. SUMMARY OF TELEPHONE LINE REQUIREMENTS- (1) DIEDICATTED DH NE LINE AT CASHWRAP FOR CREDIT VERIFICATION, EQUIPMENT, MODEM, ETC. ® CAT -3 CABLE( BY CONTRACTOR) IN DATA CONDUIT WITH PULL WIRE(BY E.C.) O TELEPHONE CABLE(BY TELEPHONE CONTRACTOR) IN 3/4 CONDUIT WITH PULL WIRE(BY E.C.) 4 8 NOT USED 8 NOT USED , 4 AUDIO DETAIL Q' RJ -45 PLUG WIRING DIAGRAM TRANSFORMER SIDE OFREAR DELIVERY DOOR (EDWARDS *590 120V - BUZZER BELOW DESK BUZZER MID. UNDER SECONDARY REGISTER LOCATION (EDWARDS *125) (EDWARDS *125) MANAGER'S DESK (MANAGER'S AREA) COMMON 1. CONTRACTOR SHALL INSTALL AN ETHERNET CABLE (TWISTED S. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF I8 SHIELDED CABLE) FROM THE MANAGER'S DESK TO THE SALES INCHES FROM ALL NOISE EMANATING ELECTRICAL EQUIPMENT (e.g. AREA FLOOR ABOVE STOCKROOM ENTRANCE DOOR, TYPICALLY BALLASTS, POWER FEEDER CABLES, ETC.) FOR ENTIRE CABLE RUN. BELOW OR ABOVE THE EXIT SIGN. 6. CONTRACTOR SHALL PERFORM A CONTINUITY CHECK FOR EACH NOTE: DO NOT TERMINATE GABLE NEAR OR ON METAL POLES CONDUCTOR TERMINATED AT EACH END OF THE INSTALLED OR RACKS. GABLES, INCLUDING CABLE SHIELD. SEPARATE PER�n,rA�� 2. LABLE CABLE AT MANAGER'S DESK AS 'ACCESS POINT'. I. CONTRACTOR SHALL LEAVE ONE AS BUILT COPY OF THIS LEAVING AN ALL DRAWING WITH STORE MANAGER(S). RP�rRO 3. CONTRACTOR SHALL INSTALL GABLE LEA G ANY D LL EQU1F SLACK COIL IN MANAGER'S AREA. 8. CONTRACTOR SHALL INSTALL (2) SCREWS TO BE USED TO HANG THE ACCESS POINT. THE HEAD OF THE SCREWS MAY NOT TO EXCEED 4. MATERIALS TO BE SUPPLIED BY FOOT LOCKER. 1/4' IN DIAMETER THERE MUST BE A MINIMUM CLEARANCE OF 8' ��!` D M ; _: SHEET TITLE I SC E LLAN EO U S ELECTRICAL '` DETAILS 1 j 1 PUSH BUTTON AT SHEET NO. • • REAR DELIVERY DOOR (EDWARDS *1186C -B) 0 TELEPHONE RISER DIAGRAM 2 REAR DOOR BUZZER SYSTEM Q' GENERAL NOTES CCS PROTO RELEASE 2.0- 11 2010 SG -1 CFM RG -2 150 CFM SG-I 115 CFM i 3' SINKLER MAIN 12' -11' PR AF.F. SG -1 .41- 0 CFM SD -1 100 CFM 150 CFM �5 CFM SG -1 150 CFM �j1 I SQi o I� Y 14/14 RG -2 100 CFM EXISTING 50 CFM 00 0 SD -I 0 400 CFM SD -1 e 400 CFM SD -1 400 CFM SD -I 400 CF 10 °eP VI "47 20°0 SD -1 400 CFM SD -1 400 CFM 10 °4' 5P 0 T -STAT SD -1 ED400 CFM T � � l 1 AIR CURTAIN TO BE SUSPENDED FROM ABOVE. G.C. TO PROVIDE NECESSARY SUSPENSION SYSTEM. HVAC SYSTEM 15 TO BE NE.1I, BY MECHANICAL CONTRACTOR, WITH NE AI DUCTIh.ORK HVAC SYSTEM 15 TO BE NEW, BY LANDLORD'S ` ECHAN I GAL CONTRACTOR, DUCT.AORK BY THIS CONTRACTOR HVAG SYSTEM 15 EXISTING TO REMAIN, MECHANICAL CONTRACTOR TO PROVIDE NEIA DUCTIA.ORK HVAG SYSTEM 15 EXISTING TO REMAIN, MECHANICAL CONTRACTOR TO MAKE vIOD I F I CATI ON5 TO EXISTING DUCTWORK US of XST\S QuI �\V \T EXISTING ROOFTOP AIR CONDITIONING UNIT ( RTU ) SHALL BE REUSED AS INDICATED ON THE DRAWINGS. THE MECHANICAL CONTRACTOR SHALL, AT HIS EXPENSE, PROVIDE ALL LABOR AND MATERIALS REQUIRED TO ENSURE THAT THE EXISTING EQUIPMENT 15 IN GOOD WORKING ORDER. POINTS OF SERVICE SHALL INCLUDE, BUT NOT BE LIMITED TO; THE FOLLOINING : A. REMOVE EXISTING AIR FILTERS AND REPLACE WITH NEW AIR FILTERS B. THOROUGHLY GLEAN ALL INTAKE LOUVERS OR SCREENS AND BOTH SIDES OF EVAPORATOR AND CONDENSER COILS. G. CHECK ALL BELTS FOR WEAR, ALIGNMENT AND PROPER TENSION (ADJUST AND OR REPLACE AS NEEDED) D. TIGHTEN MOTOR MOUNTS AS REQUIRED. E. INSPECT AND LUBRICATE MOTORS, BEARINGS AND SHAFTS AS PER MANUFACTURER'S REQU I REMENTS. F. INSPECT REFRIGERANT SYSTEM FOR LEAKS AND PROPER CHARGE, REPAIR LINES OR COILS AND ADD REFRIGERANT AS REQUIRED. G. THOROUGHLY CLEAN INTERIOR OF UNIT, INCLUDING BLOWER WHEEL AND DAMPER BLADES. H. START -UP AND TEST FOR PROPER OPERATION IN ACCORDANCE WITH THE MANUFACTURER'S OPERATION AND MAINTENANCE INSTRUCTIONS. NOTE: • SALES AREA DROP DOWN DIFFUSER ARE NOT TO SE LOCATED ABOVE SALES AREA FLOATING CEILING. (SIDE BLOWERS ARE OK) • 'DUCTWORK IS TO BE INSTALLED AS HIGH AS POSSIBLE ABOVE THE FINISHED FLOOR - MODIFY AS PER DETAIL 5 /A6.1. INFORM ARCHITECT IF MOUNTING HEIGHT CANNOT BE MAINTAINED AS PER 5/A6.1. SPRINKLER I -4EAID RETAIN THE SERVICES OF A STATE LICENSED FIRE PROTECTION CONTRACTOR TO PROVIDE COMPLETE DESIGN SERVICES AND MODIFICATIONS TO THE EXISTING FIRE SPRINKLER SYSTEM. FIRE PROTECTION CONTRACTOR MUST BE LANDLORD APPROVED. SPRINKLER LOCATIONS MUST BE COORDINATED WITH TENANT REFLECTED CEILING PLAN. ALL MODIFICATIONS TO THE EXISTING SPRINKLER SYSTEM MUST BE COORDINATED AND SCHEDULED IN ADVANCE WITH THE MALL OPERATIONS MANAGER SPRINKLER SYSTEM SHALL BE FULLY CHARGED AND OPERATIONAL WHEN THE CONTRACTOR IS OFF THE JOB SITE. VERIFY ALL EXISTING CONDITIONS AND LOCAL CODE REQUIREMENTS PRIOR TO BIDDING. ALL SPRINKLER WORK IS BY LANDLORD CONTRACTOR, AT TENANT EXPENSE, AND SHALL BE COORDINATED WITH ON SITE OPERATIONS D!RECTOR ALL SPRINKLER WORK SHALL BE APPROVED BY THE LANDLORD 'S INSURER EGHA\ I GAL PLA\ bkOT3 I CONICAL BELLMOUTH FITTINGS WITH MANUAL BALANCING DAMPER TO BE USED FOR ALL ROUND BRANCH TAPS ABOVE ACCESSIBLE LAY -IN CEILINGS. CONICAL BELLMOUTH FITTINGS WITHOUT MANUAL BALANCING DAMPERS TO BE USED FOR ALL ROUND BRANCH TAPS ABOVE INACCESSIBLE DRYWALL CEILINGS WITH BALANCING REQUIRED WITHIN 2 FT. OF DIFFUSER WITH PLASTER FRAME. 2 ROUND RIGID SUPPLY AIR DUCTS SHALL BE EXTERNALLY INSULATED WITH I" THICK, 15 LBS. DENSITY FOIL FACED FIBERGLASS INSULATION. 5 FLEX CONNECTIONS TO DIFFUSERS ARE INSULATED FLEX WITH A MAXIMUM LENGTH OF 5 FT. 4 MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES, LANDLORD REQUIREMENTS, CEILING HEIGHTS AND EXISTING STRUCTURAL CONDITIONS PRIOR TO FABRICATION OF ANY DUCTWORK OR ORDERING OF ANY EQUIPMENT. 5 MECHANICAL CONTRACTOR TO PROVIDE TENANT WITH AS -BUILT DRAWINGS, ALL EQUIPMENT SHOP DRAWINGS, INFORMATION ON THERMOSTATS, CONTROL WIRING DIAGRAMS AND OTHER PERTINENT INFORMATION AT COMPLETION OF PROJECT. 6 MECHANICAL CONTRACTOR 15 TO PROVIDE AND INSTALL FIRE DAMPERS IN ANY EXISTING OR NEW DUCTWORK THAT PENETRATES A FIRE RATED PARTITION AS REQUIRED BY CODE. 7 NO FIBERGLASS OR FIBERBOARD DUCTWORK ALLOWED. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A SET BACK THERMOSTAT. COORDINATE EXACT LOCATION WITH ELECTRICAL CONTRACTOR. THERMOSTAT SHALL BE A 'LIGHTSTAT' MODEL TME-AVU, AUTOMATIC SETBACK, TWO STAGE HEAT, TWO STAGE COOLING THERMOSTAT. (CONTACT 'LIGHTSTAT INC.' IN BARKHAMSTED, GT AT 8OO -2a2- 2444.) THERMOSTAT SHALL BE FULLY COMPATIBLE WITH HVAC UNIT USED FOR PROJECT, COORDINATE TYPE WITH UNIT MANUFACTURER. THERMOSTAT SHALL BE MOUNTED AT: 48 "AFF EXISTING RTU -I TO BE REUSED PER "REUSE OF EXISTING EQUIPMENT" NOTE ABOVE. SEE SHEET M2.O FOR EXISTING UNIT SPECIFICATIONS. n EXISTING TOILET EXHAUST FAN TO REMAIN. THE TENANT'S CONTRACTOR SHALL VERIFY PROPER OPERATION AND PROVIDE SERVICE OR REPLACEMENT AS REQUIRED. SHOULD REPLACEMENT BE REQUIRED, THE FOLLOWING SHALL BE PROVIDED: TOILET EXHAUST FAN (120V., I PH., SO HZ) COMPLETE WITH INTEGRAL BACKDRAFT DAMPER AND ON -OFF SWITCH. 75 GFM CAPACITY. FURNISHED WITH TENANT LIGHTING PACKAGE, INSTALLED BY GENERAL CONTRACTOR. EXTEND DISCHARGE DUCT TO LANDLORD'S COMMON TOILET EXHAUST DUCT OR ROOF AND CONNECT AS REQUIRED. (4� EXTEND In) DUCTWORK THROUGH STOCK WALL, BEFORE TRANSITIONING TO \ RECTANGULAR DUCT BOTTOM OF NEW DIFFUSERS TO ALIGN WITH TOP OF METAL CEILING PANEL SUPPORTS. TYPICAL OF ALL DIFFUSERS IN SALES AREA. REFER TO DETAIL 5/A6.I K ?) PROVIDE NEW SMOKE DETECTOR IF NOT EXISTING OR OPERATIONAL. GENERAL CONTRACTOR TO UNDER GUT DOOR, I" FOR AIR PASSAGE WAY. ) GUT BACK EXISTING RETURN DUCT AND PROVIDE WIRE MESH GRILLE ( ) PROVIDE 24/24 TRANSFER GRILLE, SAME TYPE AS RG -IA, MOUNTED AS HIGH AS POSSIBLE ON WALL. VERIFY ALL CONDITIONS IN THE FIELD BEFORE STARTING WORK. SYMBOL DESCRIPTION SYMBOL DESCRIPTION SCAL_ 1/4" = '_0" KR U) SD SUPPLY AIR DIFFUSER SHADING DENOTES BLANK -OFF DUCT MOUNTED DIFFUSER RETURN AIR GRILLE OR DUCT SUPPLY AIR DUCT RISE SIMILAR FOR RETURN AIR SUPPLY AIR DUCT DROP SIMILAR FOR RETURN AIR EQUIPMENT TYPE SERIES CONNECT TO EXISTING SMOKE DAMPER !Al/ACCESS DOOR SD-I CFM 2 G+�A \IGAL S RAJ_ \OT -S MECHANICAL GOD \OT -S S'I'' \/BO.L SCH DUL AIR DEVICE TYPE AIRFLOW, CFM BROAN MODEL #686 COMBINATION LIGHT/ TOILET EXHAUST FAN THERMOSTAT (5- DENOTES SENSOR) TURNING VANES DUCT TRANSITIONS EXISTING DUCTWORK ` CEIVED NEW DUCTWORK APR 08 2011 PERMIT CENTER SeZIAD DUCT SMOKE DETECTOR Rg �� RE i FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH. STREET NEW YORK, NY 10120 ARCHITECT: 0 TRICARICO® Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 ,F (973) 692 -0223 www.tricarico.com ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO EAL iN.43 ED T NICHOLAS J. STATE OF W ON REVISIONS NO. DESCRIPTION DATE FIRST ISSUE 04/01/11 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KW I LA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE MECHANICAL PLAN SHEET NO. Nil 1 ■ O CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KW I LA, WA, 98188 SPACE #300 STORE NO. 47267 SHEET TITLE MECHANICAL PLAN SHEET NO. Nil 1 ■ O CCS PROTO RELEASE 2.0- 11/2010 SUPPLY AIR TRUNK DUCT SPIN -IN TAP. SEAL JOINTS IN ROUND RIGID DUCT AND AT TAPS W/ MAIN SUPPLY TO S.A. MAIN ,-INSULATED ROUND DUCT VOLUME DAMPER POSITIONS (SELECT ONE) (FOR LAY -IN CEILINGS (FOR DRYWALL AND W/ ACCESS PANELS) CEILINGS) DAMPER TO BE PLACED PERPENDICULAR TO AIR STREAM THERMAL INSULATING BLANKET WHERE REQUIRED. SUPPLY AIR DIFFUSER STRAP CLAMP (TYPICAL) ROUND FLEXIBLE DUCT CONNECTION, SAME SIZE AS DIFFUSER NECK SIZE (MAX. 5 FT.) FIRE DAMPER WHERE REQUIRED '-DRYWALL CEILING PLASTER FRAME 6 DIFFUSER MOUNTING DETAIL (NTS) WH ELECTRIC WATER I- EATER: CI-IRONOMITE INSTANT FLOW 6 -46L / 208 VOLT SINGLE PHASE, 4.6 KW, 15 AMPS. REPLACE EACH LAVATORY AERATOR WITH AN OMNI FAUCET FLOW CONTROL WITH 0.5 GPI-I FLOW RATE. POINT OF USE WATER HEATER EQUALS BY A.O. SMITH OR EEMAX. PLUMBING FIXTURE SCHEDULE Ol CONNECT TO EXISTING= 1/2" CW. VERIFY ALL CONDITIONS IN THE FIELD BEFORE BIDDING. PLUMBING CODED NOTES EX'G WC. TO REMAIN EX'G LAV. TO REMAIN WC/ INSTANTANEOUS WATER HEATER / FD 1 Row I 11' CJs- 1 \ H.C. LAY OF SMOKE DAMPER. EX'CVD. TO REMAIN N / L SMOKE DAMPER SGH -DULE 5D UL555S LEAKAGE GLASS 3 SMOKE DAMPER WITH TRIPLE V- GROOVE BLADES, 16 GAGE GALVANIZED STEEL BLADES. BUSKIN MODEL SD35. PROVIDE ACCESS DOOR FOR SERVICING Maximum Cooling Sensible Zone Name (MBH► OF SMOKE DAMPER. EX'CVD. TO REMAIN N / L EXISTINS ROOFTOP UNIT SCHEDULE UNIT: FAN: FILTER: ELECTRICAL: COOLING: COMP: COND: POWER GAS EXHAUST: HEAT: MANUFACTURER I OUTPUT OPER. MODEL NO. TAG LOCATION TONS: EER O5A GFM HP R.P.M. W G_ TYPE NO. EFF. VOLTS -PH -Hz MCA MOCP MBHT MBHS EDB BNB NO. kW EAT HP HP INPUT PU MBH EAT LAT WT SERIAL NO. 2 TRANS RTU -I ROOF 10 10.3 700 4,000 5 - - DISP. 4 30% 208 -3 -60 56.5 60 III 9I.1 SO 67 2 - 95 3/4 - 250 200 S5 111.3 - i'SG12OA3 629100384E NOTES: I) UNIT IS EXISTINS TO REMAIN. NEln AIR CURTAIN SCHEDULE TAG' MANUFACTURER STYLE MOTOR DATA: ELECTRIC HEAT: ELECTRIC DATA: OPER. NOTES MODEL NO. # HP VOLTS -PH -Hz GFM AMPS KW VOLTS -PH -Hz EAT LAT AMPS VOLTS -PH -Hz MGA MOGP WT- BERNER AH -I INTERNATIONAL CABINET I I/5 208 -I -60 1036 1.7 10 208 -3 -60 65 95.5 2-1.8 208 -3 -60 29.5 40 52# I-1 CORP. - MAXIO36E NOTES: I) HEATER SHALL BE MOUNTED FROM STRUCTURE DESIGNED BY A LICENSED PROFESSIONAL. PROVIDE MOUNTING BRACKET AS REQUIRED. 2) HEATER SHALL BE PROVIDED WITH FUSED DISCONNECT SWITCH. 3) HEATER SHALL BE PROVIDED WITH AIR FLOW SWITCH TO SHUT HEATER OFF IN THE EVENT OF FAN FAILURE. 4) UNIT TO BE PROVIDED WITH MOTOR DESIGNED FOR SGR CONTROLLER. 5) WIRE AND OVERGURRENT PROTECTION TO BE SIZED FOR 125% OF TOTAL HEATER LOAD MINIMUM, PER NEC. 6) PROVIDE BERNER REMOTE MOUNTED THERMOSTAT AT LOCATION SHOWN ON PLANS. 7) PROVIDE AUTOMATIC DOOR SWITCH. C5) PLUMBING PLAN Air System Sizing Summary for TOTAL LOAD PR-And Haw:: CCS 1'0201 South Con :rrMall - .1 :,vila'J4 ", Prepared by: Tricar_ 33i31/201' 0?:33Pr:1 IrSystem Information A.II' Systaro Marc e ........................... TOTAL LOAD Equipment C ass .... ............................... MSG ROOF Air System Type SZCAV Sizing Calculation Information Zane and Space Siding Method: 'ore CFM .................... Sum of space airflow rates Spy e CFL1 ................ Individual peak bpd loads Central Cooling Coil Sizing Data Tcal c.-il load ................... ............................... 7.2 Tons Taalc;il load ....... ............................... ..........86.3 f :1BH ::el' ?•Itl r. C at load ............. ............................... fti.1 r:iBH Coi CI-M at Ju- 1:iUU ...... ............................... 33111 CFM Max b cr:k CI-M ...... ............................... ......... 3301 CFM Sum of peak zo-te CFO ......................... ......... 3301 CFM Ser:•ib e heat ratio .. . 0.882 ft2iTor........................... ............................... 331.2 BTU!(hr -ft'J ....... . 36.2 v'tia :er'icw @ 10 0 'F rise ...................... NiA central Heating Coil Sizing Data Max coil Iced .................. ............................... .19.8 MBH Co i CFi.1 at Des Htg 3301 CFts1 Max c_il CFr:I ................ ............................... 3301 C'FM 1Ne.i 1:: +r 2] I] 'F di tip .................... ........... NIA }Supply Fan Sizing Data Actual ma:: CFM ............. ............................... 3301 Sta- cfarcl CFM ...... ............................... ......... 3243 .Actual iie CFM.1.7 ........... ............................... 1.39 Outdoor Verrtifation Air Data .e sign a irflovv CFM .................. ........... 667 C= Mf'E'' 0 rlun-berot zones ......................... ............................. 1 f IriorA :I"ra ............................. .............. 2382.0 tt' Lcca:ion .. ............................... Seattle IAP. Washington Calculation h:1.a Its Sizing Gals ........... .... Jan to Dec Useu- Modified Lid occurs ct ............................. Jun 1500 OF, L.'B JW .. ............................... 84.0! 65.0 'F Entering LIB; ; "3 ....................... J6,1164.1 '1- Leavn0 JE vvL ....................... 511.•4165.1 •I- CoIl A.L1 F ....... ............................... ....................... 64.0 ' F Bypass Facto` .............................. ...................... 0.100 ResultingRH ............................... .......................... 50 r'•b Design Cupply temp. .................... 58.0 'F oneT -stat Cte k ....................... ...................... 1 of1 OK Max zooetemperatu..ed '.ration 0.0 'F Laid occurs Et ........................... Des Hiq BTU.1(hr -ftu) ... ............................... ........................ 20.9 Ent. Da ;Lvg DB ............. 60.3f74.5 'F CFM Fan motor BHP ............................ ........................ 0.96 BHP CFh1 Fan motor kW .............................. 0.72 kV! CFL:i!R' Fail t4.a.ic: ...... ............................... ........................ 1.00 in •.. c CFM CFf,1!p erson .. ............................... ...................... 11.66 CFtalp rson CFKI!ft' HVAC LOAD CALCULATIONS SCALE: 1 /2" = 1' -0" SYMBOL (1X2) Zone Sizing Summary for TOTAL LOAD I'rgect Name: CCs -1111201- Seith Center Mall - I ulcrla Wo. 03131:201' Prepared by: Tricarico 03:33PM Air System Information Air Systern'Jayne ............................... TOTAL LOAD Nurnberofzates....................... ..............................1 Equipment C:Ias :• .... ............................... PKGROOF FcarArea.........._.......... ............................... 1131,1 tt` Air Syi.lern T'spe ........... ............................... SZCAV Lceatiar .............................. Seattle IAP, Washington Sizing Calculation information one and Space Sizing Method: ;7 n?CFM Cum of spare airflow rates Calcr.Iatiri months Jan to Dec space C =M ................. Individual peak space loads sizing Gatti ........ ............................. User-Modified Zone Sizing Data NOMINAL SIZE Maximum Cooling Sensible Zone Name (MBH► Design Air Flow (CFM) Minimum Time Maximum Air of Heating Flow Peak Load (CFFA) Load iiJIBH) Zone Floor Area (ft=) one CFMfit' Zone 1 4b.1 Zorie Terminal Sizing Data N0 Zone Terminal Space Loads and Airflowa 3301 Sizing Data 33111 Jul 141,1 1 8 ! required for thissystem. 2:381.0 '.35: Cooling Zone Name; Sensible Space Flame Mult. (MBHT one I Time Air of Flow Load (CFMI Heating Floor Load Area Space (MBH) ifel CF MAY FITTING RH 1 _._ MANAGER OFFICE 1 0.7 r•10 ACCESS 1 0.9 SALES AREA 1 35.2 Jur 1400 136 Jur 1.100 .1` Jur 1400 49 Jul 1400 1949 0.4 11i.D 1 16 0.2 52.0 010 0.4 95.0 0 50 13.0 151_.0 1'_1;1 STOCK. 1 4.5 .fur 1400 250 3.2 517.0 048 ['!LEI NM 1 1.� Aug1 +00 18 1.b 8::.0 LI A DUCT MOUNTED MBH SD -IA TITUS OMNI -AA 24 °x24° SEE PLAN 0 O B 0 A FRAME TYPE 1- SURFACE MOUNT SD -I TITUS S 24 °x24° 1010 • O 0 A 0 EXISTINS ROOFTOP UNIT SCHEDULE UNIT: FAN: FILTER: ELECTRICAL: COOLING: COMP: COND: POWER GAS EXHAUST: HEAT: MANUFACTURER I OUTPUT OPER. MODEL NO. TAG LOCATION TONS: EER O5A GFM HP R.P.M. W G_ TYPE NO. EFF. VOLTS -PH -Hz MCA MOCP MBHT MBHS EDB BNB NO. kW EAT HP HP INPUT PU MBH EAT LAT WT SERIAL NO. 2 TRANS RTU -I ROOF 10 10.3 700 4,000 5 - - DISP. 4 30% 208 -3 -60 56.5 60 III 9I.1 SO 67 2 - 95 3/4 - 250 200 S5 111.3 - i'SG12OA3 629100384E NOTES: I) UNIT IS EXISTINS TO REMAIN. NEln AIR CURTAIN SCHEDULE TAG' MANUFACTURER STYLE MOTOR DATA: ELECTRIC HEAT: ELECTRIC DATA: OPER. NOTES MODEL NO. # HP VOLTS -PH -Hz GFM AMPS KW VOLTS -PH -Hz EAT LAT AMPS VOLTS -PH -Hz MGA MOGP WT- BERNER AH -I INTERNATIONAL CABINET I I/5 208 -I -60 1036 1.7 10 208 -3 -60 65 95.5 2-1.8 208 -3 -60 29.5 40 52# I-1 CORP. - MAXIO36E NOTES: I) HEATER SHALL BE MOUNTED FROM STRUCTURE DESIGNED BY A LICENSED PROFESSIONAL. PROVIDE MOUNTING BRACKET AS REQUIRED. 2) HEATER SHALL BE PROVIDED WITH FUSED DISCONNECT SWITCH. 3) HEATER SHALL BE PROVIDED WITH AIR FLOW SWITCH TO SHUT HEATER OFF IN THE EVENT OF FAN FAILURE. 4) UNIT TO BE PROVIDED WITH MOTOR DESIGNED FOR SGR CONTROLLER. 5) WIRE AND OVERGURRENT PROTECTION TO BE SIZED FOR 125% OF TOTAL HEATER LOAD MINIMUM, PER NEC. 6) PROVIDE BERNER REMOTE MOUNTED THERMOSTAT AT LOCATION SHOWN ON PLANS. 7) PROVIDE AUTOMATIC DOOR SWITCH. C5) PLUMBING PLAN Air System Sizing Summary for TOTAL LOAD PR-And Haw:: CCS 1'0201 South Con :rrMall - .1 :,vila'J4 ", Prepared by: Tricar_ 33i31/201' 0?:33Pr:1 IrSystem Information A.II' Systaro Marc e ........................... TOTAL LOAD Equipment C ass .... ............................... MSG ROOF Air System Type SZCAV Sizing Calculation Information Zane and Space Siding Method: 'ore CFM .................... Sum of space airflow rates Spy e CFL1 ................ Individual peak bpd loads Central Cooling Coil Sizing Data Tcal c.-il load ................... ............................... 7.2 Tons Taalc;il load ....... ............................... ..........86.3 f :1BH ::el' ?•Itl r. C at load ............. ............................... fti.1 r:iBH Coi CI-M at Ju- 1:iUU ...... ............................... 33111 CFM Max b cr:k CI-M ...... ............................... ......... 3301 CFM Sum of peak zo-te CFO ......................... ......... 3301 CFM Ser:•ib e heat ratio .. . 0.882 ft2iTor........................... ............................... 331.2 BTU!(hr -ft'J ....... . 36.2 v'tia :er'icw @ 10 0 'F rise ...................... NiA central Heating Coil Sizing Data Max coil Iced .................. ............................... .19.8 MBH Co i CFi.1 at Des Htg 3301 CFts1 Max c_il CFr:I ................ ............................... 3301 C'FM 1Ne.i 1:: +r 2] I] 'F di tip .................... ........... NIA }Supply Fan Sizing Data Actual ma:: CFM ............. ............................... 3301 Sta- cfarcl CFM ...... ............................... ......... 3243 .Actual iie CFM.1.7 ........... ............................... 1.39 Outdoor Verrtifation Air Data .e sign a irflovv CFM .................. ........... 667 C= Mf'E'' 0 rlun-berot zones ......................... ............................. 1 f IriorA :I"ra ............................. .............. 2382.0 tt' Lcca:ion .. ............................... Seattle IAP. Washington Calculation h:1.a Its Sizing Gals ........... .... Jan to Dec Useu- Modified Lid occurs ct ............................. Jun 1500 OF, L.'B JW .. ............................... 84.0! 65.0 'F Entering LIB; ; "3 ....................... J6,1164.1 '1- Leavn0 JE vvL ....................... 511.•4165.1 •I- CoIl A.L1 F ....... ............................... ....................... 64.0 ' F Bypass Facto` .............................. ...................... 0.100 ResultingRH ............................... .......................... 50 r'•b Design Cupply temp. .................... 58.0 'F oneT -stat Cte k ....................... ...................... 1 of1 OK Max zooetemperatu..ed '.ration 0.0 'F Laid occurs Et ........................... Des Hiq BTU.1(hr -ftu) ... ............................... ........................ 20.9 Ent. Da ;Lvg DB ............. 60.3f74.5 'F CFM Fan motor BHP ............................ ........................ 0.96 BHP CFh1 Fan motor kW .............................. 0.72 kV! CFL:i!R' Fail t4.a.ic: ...... ............................... ........................ 1.00 in •.. c CFM CFf,1!p erson .. ............................... ...................... 11.66 CFtalp rson CFKI!ft' HVAC LOAD CALCULATIONS SCALE: 1 /2" = 1' -0" Proje :t Name: CGS- 112^01. Co_th C:ni:er Mall - Turwila'do'.=. Prepared by: - r1 :arico Ventilation Sizing Sumrrory for TOTAL LOAD 1. Summary Ventlation Sizing Method ..._ ..................... Sinn of Space OA Airflows npRi -n ;:R,Hl :rirn :+irflrng Rata 667 (,FrMi 2 Space Ventilation An algsls Table Zone Name 1 Space Name Mutt. Floor Area maximum tit', Occupants MaXiMun Supply Air (C FM) Required Required Regcirecl Required Uncorrected Outdoor Air Outdoor Air Outdoor Air Outdoor Air Outdoor Air ICFMrpersonj (CFMrft'M ICFMl i'4 of s111411yj (CFMI Zoric 1 FITTING R..1 11.1.4NAGER C) =F15E NO ACC ESS 3ALE3 ?RE . STOCK: TOILE- RM Totals (inc I. Space Multipliers) 118.0 520 98.0 1515.0 517.0 820 0.0 0.0 0.0 0.0 0.0 0.0 36.4 40.9 0 00 0 00 0.00 0.0D 0.0 0.0 0.0 0.0 0.0 0.0 430 1949.3 000 0 00 0.00 0.00 0.0 0.0 0.0 00 0.0 0.0 550.2 0 00 0.00 0.0 0.0 0.0 77.6 0.0 000 D.00 0.0 0.0 0.0 0.0 0a3 1/2211 03:33Pr4 AIR DEVICE SCHEDULE NOTES : I. SYMBOL KEY - 4. VOLUME DAMPER - FIRST LETTER: 6-SUPPLY R- RETURN E -EXH T- TRANSFER FACTORY FURNISHED. OPPOSED BLADE OR BUTTERFLY SECOND LETTER: D- DIFFUSER R- REGISTER G- GRILLE WHERE AVAILABLE. ADJUSTABLE FROM FACE. 2. PROVIDE OPTICAL DIRECTIONAL BLOW FEATURE FOR 5. BORDER STYLE - OTHER THAN 4 -WAY. 'A' SURFACE MOUNTED 'B' LAY -IN, PROVIDE WITH PLASTER FRAME 3. FINISH- FOR DRYWALL CEILING MOUNTING. 'A' WHITE. 'C' LAY -IN FRAME FOR T -BAR CEILING. 'B' WHITE - G.C. TO FIELD PAINT TO MATCH CEILING OR WALL WITH ENAMEL FINISH. 6. PROVIDE BOOT FOR DUCT MOUNTING, SYMBOL (1X2) Zone Sizing Summary for TOTAL LOAD I'rgect Name: CCs -1111201- Seith Center Mall - I ulcrla Wo. 03131:201' Prepared by: Tricarico 03:33PM Air System Information Air Systern'Jayne ............................... TOTAL LOAD Nurnberofzates....................... ..............................1 Equipment C:Ias :• .... ............................... PKGROOF FcarArea.........._.......... ............................... 1131,1 tt` Air Syi.lern T'spe ........... ............................... SZCAV Lceatiar .............................. Seattle IAP, Washington Sizing Calculation information one and Space Sizing Method: ;7 n?CFM Cum of spare airflow rates Calcr.Iatiri months Jan to Dec space C =M ................. Individual peak space loads sizing Gatti ........ ............................. User-Modified Zone Sizing Data NOMINAL SIZE Maximum Cooling Sensible Zone Name (MBH► Design Air Flow (CFM) Minimum Time Maximum Air of Heating Flow Peak Load (CFFA) Load iiJIBH) Zone Floor Area (ft=) one CFMfit' Zone 1 4b.1 Zorie Terminal Sizing Data N0 Zone Terminal Space Loads and Airflowa 3301 Sizing Data 33111 Jul 141,1 1 8 ! required for thissystem. 2:381.0 '.35: Cooling Zone Name; Sensible Space Flame Mult. (MBHT one I Time Air of Flow Load (CFMI Heating Floor Load Area Space (MBH) ifel CF MAY FITTING RH 1 _._ MANAGER OFFICE 1 0.7 r•10 ACCESS 1 0.9 SALES AREA 1 35.2 Jur 1400 136 Jur 1.100 .1` Jur 1400 49 Jul 1400 1949 0.4 11i.D 1 16 0.2 52.0 010 0.4 95.0 0 50 13.0 151_.0 1'_1;1 STOCK. 1 4.5 .fur 1400 250 3.2 517.0 048 ['!LEI NM 1 1.� Aug1 +00 18 1.b 8::.0 LI A DUCT MOUNTED Proje :t Name: CGS- 112^01. Co_th C:ni:er Mall - Turwila'do'.=. Prepared by: - r1 :arico Ventilation Sizing Sumrrory for TOTAL LOAD 1. Summary Ventlation Sizing Method ..._ ..................... Sinn of Space OA Airflows npRi -n ;:R,Hl :rirn :+irflrng Rata 667 (,FrMi 2 Space Ventilation An algsls Table Zone Name 1 Space Name Mutt. Floor Area maximum tit', Occupants MaXiMun Supply Air (C FM) Required Required Regcirecl Required Uncorrected Outdoor Air Outdoor Air Outdoor Air Outdoor Air Outdoor Air ICFMrpersonj (CFMrft'M ICFMl i'4 of s111411yj (CFMI Zoric 1 FITTING R..1 11.1.4NAGER C) =F15E NO ACC ESS 3ALE3 ?RE . STOCK: TOILE- RM Totals (inc I. Space Multipliers) 118.0 520 98.0 1515.0 517.0 820 0.0 0.0 0.0 0.0 0.0 0.0 36.4 40.9 0 00 0 00 0.00 0.0D 0.0 0.0 0.0 0.0 0.0 0.0 430 1949.3 000 0 00 0.00 0.00 0.0 0.0 0.0 00 0.0 0.0 550.2 0 00 0.00 0.0 0.0 0.0 77.6 0.0 000 D.00 0.0 0.0 0.0 0.0 0a3 1/2211 03:33Pr4 AIR DEVICE SCHEDULE NOTES : I. SYMBOL KEY - 4. VOLUME DAMPER - FIRST LETTER: 6-SUPPLY R- RETURN E -EXH T- TRANSFER FACTORY FURNISHED. OPPOSED BLADE OR BUTTERFLY SECOND LETTER: D- DIFFUSER R- REGISTER G- GRILLE WHERE AVAILABLE. ADJUSTABLE FROM FACE. 2. PROVIDE OPTICAL DIRECTIONAL BLOW FEATURE FOR 5. BORDER STYLE - OTHER THAN 4 -WAY. 'A' SURFACE MOUNTED 'B' LAY -IN, PROVIDE WITH PLASTER FRAME 3. FINISH- FOR DRYWALL CEILING MOUNTING. 'A' WHITE. 'C' LAY -IN FRAME FOR T -BAR CEILING. 'B' WHITE - G.C. TO FIELD PAINT TO MATCH CEILING OR WALL WITH ENAMEL FINISH. 6. PROVIDE BOOT FOR DUCT MOUNTING, SYMBOL (1X2) MANUFACTURER/ CATALOG NUMBER NOMINAL SIZE MOUNTING MATERIAL FINISH (3) DPR (4) BORDER (5) REMARKS MOD. NECK _ GNC� OTHER STEEL ALUM. SG -1 TITUS 300RL 10 1X5' S °X6' DUCT 0 B O A DUCT MOUNTED SD -IA TITUS OMNI -AA 24 °x24° SEE PLAN 0 O B 0 A FRAME TYPE 1- SURFACE MOUNT SD -I TITUS S 24 °x24° 1010 • O 0 A 0 A MOUNTED IN OPEN CEILING SD -2 TITUS TMS 12'x12' 6'0 • • A 0 A RG -1A TITUS 355RL -A 24'x24' 22 °x22' 0 0 A A FLANGE BORDER - SURFACE MOUNT RG -1 TITUS 355RL 24'x24• 22 "x22' 0 0 A C CHANNEL BORDER LAY - IN CLG. RG -2 TITUS 355RL 12 °x12' 10 1x10' 0 0 A A EPti ERNI AN APPROVAL REQUIRED RECEIVED APR 08 2011 PERMIT CENTER FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com TRICARICO® ARCHITECT LICENSE # 4306 © 2011 NICHOLAS J. TRICARICO NICHOLAS STATE OF N REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 04/01 /11 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 / STORE NO. 47267 SHEET TITLE / MECHANICAL DETAILS / & PLUMBING SPECI FICATIbNS SHEET NO. IVI Z ■ O 1 CCS PROTO RELEASE 2.0- 11/2010 DATE: 4/01/11 SCALE: AS NOTED GROSS AREA: 2,382 SQ. FT. SALES AREA: 1,633 SQ. FT. PROJECT # : 110201 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA, 98188 SPACE #300 / STORE NO. 47267 SHEET TITLE / MECHANICAL DETAILS / & PLUMBING SPECI FICATIbNS SHEET NO. IVI Z ■ O 1 CCS PROTO RELEASE 2.0- 11/2010