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Permit D10-322 - WESTFIELD SOUTHCENTER MALL - MICHAEL KORS - TENANT IMPROVEMENT
MICHAEL KORS 515 SOUTHCENTER MALL D10 -322 City OI'ukwila 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: 515 SOUTHCENTER MALL TUKW Suite No: Project Name: MICHAEL KORS Permit Number: D10 -322 Issue Date: 02/02/2011 Permit Expires On: 08/01/2011 Owner: Name: Address: Contact Person: Name: SCOTT DAVES Address: 140 S LAKE AV, STE 323 , PASADENA CA 91101 Contractor: Name: PWI CONSTRUCTION INC Address: 155 WEST MAIN ST , MESA AZ 85201 Contractor License No: PWICOCI976MC Phone: 626 585 -2931 Phone: 480 - 461 -0777 Expiration Date: 12/11/2011 DESCRIPTION OF WORK: TENANT IMPROVEMENT OF EXISTING DEMISED RETAIL SPACE. WORK TO INCLUDE NEW STOREFRONT, CEILINGS, NON -LOAD BEARING PARTITIONS, AND MILLWORK. Value of Construction: $125,000.00 Fees Collected: $2,773.45 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0019 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: IBC -7/10 D10 -322 Printed: 02 -02 -2011 • Permit Center Authorized Signature: • Date: 6 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: 'w�� Print Name: ,4°-,oN Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: doc: IBC -7/10 D10 -322 Printed: 02 -02 -2011 14: The total number of fire extinguishers r red for an ordinary hazard occupancy with A fire hazards is calculated at one extinguisher for each 1,5 0. ft. of area. The extinguisher(s) should be o "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 90 .3) (NFPA 10, 3 -2.1) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (EEC Chapter 10) 23: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 24: 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) 25: 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) 26: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 27: 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) 28: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 29: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating doc: IBC -7/10 D10 -322 Printed: 02 -02 -2011 and/or adding sprinkler heads. (IFC 901.4) 30: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as duc , decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 31: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder 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). 32: 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.) 33: 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) 34: 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) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 36: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 37: 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. 38: Post store address on storefront per approved Westfield standards. 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D10 -322 Printed: 02 -02 -2011 0 wq� City of Tukwila r Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: htur/Iwww.ci.tukwila.wa.us Parcel No.: 9202470010 Address: 515 SOUTHCENTER MALL TUKW Suite No: Tenant: MICHAEL HORS PERMIT CONDITIONS Permit Number: D 10 -322 Status: ISSUED Applied Date: 11/30/2010 Issue Date: 02/02/2011 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential. Code, International Mechanical Code, Washington State Energy Code. 8: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 12: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 13: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 14: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. doc: Cond -10/06 D10 -322 Printed: 03 -11 -2011 . • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of arty 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. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 19: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 20: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 21: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 22: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 23: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 24: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 25: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 28: 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 doc: Cond -10/06 010 -322 Printed: 03 -11 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: htm://wwwci.tulcwila.wa.us nearest visible exit sign. (IFC 1011.1) 29: 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) 30: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 31: 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) 32: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (EEC 1013.4) 33: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 34: 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) 35: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder 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). 36: 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.) 37: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 38: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (EEC 104.2) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: 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. 42: Post store address on storefront per approved Westfield standards. doc: Cond -10/06 D10 -322 Printed: 03 -11 -2011 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -322 Printed: 03 -11 -2011 0 � "'qs City of Tukwila o c� Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: a, Print Name: `' /• S m N roc_ Date: d 3 /0 ordinances governing or local laws regulating doc: Cond -10/06 D10-322 Printed: 03 -11 -2011 CITY OF TUK Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://Www.ci.tukwila.wa.us Building PermitTlo. TAO — Mechanical Permit No. M. u AUL( Plumbing /Gas Permit No. P (r\j O' jJ 7 Public Works Permit No. Project No. ?lo—no (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 515 Southcenter Mall Tenant Name: Michael Kors Property Owners Name: Westfield ILLC - Danyule W. Brakus Mailing Address: 2800 Southcenter King Co Assessor's Tax No.: 9202470010 Suite Number: 672 Floor: 1 New Tenant: ® Yes ❑ ..No Tukwila WA City 98188 State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Scott Daves - Permits Today Mailing Address: 140 South Lake Ave., Suite 323 E -Mail Address: Permitstoday @aol.com Day Telephone: (626) 585 -2931 Pasadena CA City State Fax Number: (626) 792 -5777 91101 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 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: TSC Design Mailing Address: 275 Seventh Ave., 19th Floor Contact Person: Matthew Howley / Ivan Kam E -Mail Address: ivan.kam @tscdesign.com New York NY City State Day Telephone: (212) 213 -4595 Fax Number: (212) 213 -8237 10001 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: M- Engineering Mailing Address: 750 Brooksedge Blvd. Contact Person: Craig Householder E -Mail Address: chousehoider @mengineering.us.com H:IAppticn8onsWonns- ApplcWans On Luke \2010 ApphcalionA7 -2010- Permit Appheaaon.doc Revised: 7 -2010 bb Westerville OH City State Day Telephone: (614) 8394639 Fax Number: (614) 839 -2222 43081 Zip Page 1 of 6 BUILDING PERMIT INFOR.MATIO.206 -431 -3670 Valuation of Project (contractor's bid price): $ 125,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Interior tenant fit -out of existing demised retail space within Southcenter Mall, work to include new storefront, new ceilings, non -load bearing partitions, millwork Will there be new rack storage? 0 Yes 0.. 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: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers m 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 Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: ApplicationsWorms- Applicuiions On Line 12010 Application07 -2010 - Permit Applicntion.doc Revised: 7 -2010 hh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New _ Type of Construction per IBC Type of Occupancy per IBC l' Floor 1,782 I I -B /AA 2' door 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: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers m 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 Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: ApplicationsWorms- Applicuiions On Line 12010 Application07 -2010 - Permit Applicntion.doc Revised: 7 -2010 hh Page 2 of 6 PUBLIC WORKS PERMIT INFO ATION — 206 -433 -0179 Scope of Work (please provide detailed information): Interior tenant fit -out of existing demised retail space within Southcenter Mall to include Architectural, Mechanical, Electrical and Plumbing work Call before you Dig: 1 -800- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District m ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District m ...Tukwila ❑ ...Sewer Use Certificate ❑...Valley View ❑ ... Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size —22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that appkt. ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation _ Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension ❑ ...Water Main Extension If Public ❑ Public ❑ WO # WO# WO # Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑..- Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H: Apphcauons\Forms- Apphcanons On Lane :2010 Appheau®s17-2010 - Permit Apyicauon.doc Revised: 7-2010 bh Page 3 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: Scott Daves - Permits Today Mailing Address: 140 South Lake Ave., Suite 323 Date Application Accepted: Date Application Expires: H :,ApphattwtsWomn- Apphcahats On ILmVA10 AppliahonxV -2010 - Pemmit Appliatiaadoc Revised: 7-2010 bh Date: 11— ZI ' I Day Telephone: 626- 585 -2931 Pasadena CA 91101 City state Zip Staff Initials: ct-- Page 6 of 6 0 �J��1t,A w�� City of Tukwila C 1290a 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT ParcelNo.: 9202470010 Permit Number: D10 -322 Address: 515 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 11/30/2010 Applicant: MICHAEL HORS Issue Date: 02/02/2011 Receipt No.: R11 -00473 Payment Amount: $63.00 Initials: JEM Payment Date: 03/11/2011 12:23 PM User ID: 1165 Balance: $0.00 Payee: JASON LEACH TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 02538C ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receiot -06 Printed: 03 -11 -2011 0 �J��1LA wqs City of Tukwila rq `i 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 RECEIPT Parcel No.: 9202470010 Permit Number: D10 -322 Address: 515 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 11/30/2010 Applicant: MICHAEL HORS Issue Date: Receipt No.: R11 -00204 Payment Amount: $1,682.65 Initials: WER Payment Date: 02/02/2011 02:43 PM User ID: 1655 Balance: $0.00 Payee: PWI CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 44171 1,682.65 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,682.65 1,678.15 4.50 doc: Receipt -06 Printed: 02 -02 -2011 CUP of Tukwila. • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: //www.ci.tukwila.wa.us SET RECEIPT RECEIPT NO: R10 -02395 Initials: JEJ Payment Date: 11/30/2010 User ID: 1165 Total Payment: 1,442.78 Payee: PERMIT TODAY L.LC SET ID: S000001451 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D10 -322 1,090.80 EL10 -0972 195.13 M10 -166 122.46 PG10 -163 34.39 TOTAL: 1,090.80 TRANSACTION LIST: Type Method Description Amount Payment Check 2889 1,442.78 TOTAL: 1,442.78 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES 000.345.832.00.0 PLAN CHECK - NONRES 000.345.830 TOTAL: 195.13 1,247.65 1,442.78 4'51:___1 INSPECTION RECORD ... 32? Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project:. f( PI r Type f iU A L • e Address: .5/ N S Date Called: Drate Wanted: (, _ �`E �Ii P.m. Special Instructions: 0,4 o 1 7 - C�1 / Requester: Ph (4o2-tirb° -D . Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ir r i L.OI Ins ector: Date: t, t �' n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. +r; c^• •rf r+fr(77 .orn'f +.•.'F • ,.. P"- ''7'S.7/74.4:741:•-;5?: - -;: i 2cc- �::xx"7"•:r: -;-.' 3 INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 iL (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 a° --32 Q Project:. M R ' Type o Ip cti• n: r Address: <l S Se..-. M , Date Called: ,--. Special Instructions: Date Wanted: A _ z ! y .: 1'; r a.m. �( 1 11 �� Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Nom- P .D (r,q Cam .- ("Ale "44S i 2. nuae n n c c. (SS: SIP S� .'-- 1,5r (csrrd7mot iJ/ 1 Iii % ,..' • . S . /'- - f Nicer eJ-er l4.se 1k oI,t 0A(,, (- ):: ,I.dhe./t. posLe •1 /10 A. Fi REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .•r • 1 • A f Sy F7P4�"�yyr.'yrry `R.' -F Y f,•'C" .. Y. . T T�'� _ ygi •-f �.a: •M �__ • •� . F � .r i. ;• • •:! _ � ;t fit-• INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projec c ` L Type of gspection: ill 1 n i/ , , , 1 Ai Add Date Ca t/42 Special Instructions: • Date Wanted -- B C�cJ �� Requester: it to lc Phone No: Approved per applicable codes. orrections required prior to approval. COMMENTS: 1../ # J I LAI i r r{1J 6(4-2,"1 it to lc Di■-le- ‘r-, aACtk fA T r- QJ %. "2` ;? iLle Tltt A-f a ,dal A i 6) r /.( ?ail • 5 ` INd P C_i ,t -P r 4> .� .. -. ' j ∎ l i • ! :L Al LS Inspecto Date I ( I r �J ❑ REINSPECTION FEE REQUIRED. Pr jr to next inspection, fee must be paid at 6300 Southcenter Blvd.. Sui a 100. Call to schedule reinspe INSPECTION RECORD Retain a copy with permit INSPECTION NO. 4/40-3z2 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: ,r'%/ 4 /MIL /<'D/25 Type of Inspection: / =i nl 4 t Date Called: • Address: 57i /i71'3 Special Instructions: Date Wanted: a.m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insjpector: Date: / -7 t� . �1— ❑ REINSPECTION FEE REQUIRED.' Prior to next inspection. fee must'be paid at 6301) Southcenter Blvd.. Suite 100. Call to schedule reinspection. n'y f' 'tr r•iv ..w.44-?gq.. eY ?a,Frv71,Fe rt, -7 r —w:9' �'yl'ViF.r�TY: °,?4: ''.i - E' xK. .a. •• INSPECTION RECORD Retain a copy with permit di:co Did -322_1 ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6-1. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 INSPEC Td (206) 431 -3670 Proj c : , LH A--, %ofS Type of Inspection: wig Date Called: 'it Address: ,t 5 sL AAAL_ Special Instructions: Date Wanted: %a.m p.m. Requester: Phone 02 _ 9 2 . (35 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Insp: ctor: / 'it Date: t/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Retain a co with permit 1 0 INSPECTION RECORD 0 6104 INSPECT - ION 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: I tthe e4,6 Type of I pection: i r m eAce_ Address: S C 11 A-1 Date Called: Ahfr i,,oukf _T,F you 00 -.C.# r .%/Jct (J--- A9 Vej Special Instructions: Date Wanted: ,.. — Z-2,— cl5r1. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. r COMMENTS: t- ile)" eAce_ - , ia•-totii. Ahfr i,,oukf _T,F you 00 -.C.# r .%/Jct (J--- A9 Vej SO Cr‘r M Date: VI' IL ri REINSPECTION FEE REQUIRED. rior to next inspection. fee must be paid at 6300 Southcenter Blvd., S ite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Oth 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 Projec : 0 ii r 6 AEI- Ico4c Te of pect on: yp Ins .1 _St- c..., \AJC-1.0.16, Address: '(S 3c )4 44 I Date C.' led: Special Instructions: .e Date Wanted: .....2_ ti P.m. Requester: PhoG No; ElApproved per applicable codes. orrections required prior to approval. COMMENTS: 7 I in pp ...fle_c_: ii-ie ,17:-vu joe--(7;1) 1 Y et- a cl,:tof ,e J irS 1 1A16.-11.6 p / i-t Insp ctor: Date: J n REKSPECTION FEE REQU ED. Prior to next inspection. fee must be I—I paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. '•"'v.`:Fr' ••• - :•r.`. . .4?' . .r,.. • .v r• INSPECTIcN NO. INSPECTION RECORD A d �� Retain a copy with permit PERMIT NO. C TY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 (Z Project: AL_D Ake.-: '1 :AK Sr' A/4 ref Type of spection: . Address: A , (( Date Called: r T.- Special Instructions: Date Wanted: 3 - � r � ` p.m. 11 Requester: e c r:v /t 1.10,� Phone No: 9 24I —.5105 Approved per applicable codes. Corrections required prior to approval. A COMMENTS: AL_D Ake.-: '1 :AK Sr' A/4 ref �:9 0, P ec_c›...4,4 -S r T.- (,ee_SILI s r s e c r:v /t 1.10,� _J ( /1-* ( fh 7 cdJ((s f i' .) r 1---‘) tee, V �1' , 1 Insp ctor: Date: — 2 { REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 P .I :3 L. r� • IN4SPECTION RECORD. , Retain a copy with permit I PB :TION 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: defL..__ Type of Inspection: StleelAL -c if`fl __ Address: Date Called: 1 Special Instructions: Date Wanted: a.m. Requester: 1Gr% Phonee No: 3 ElApproved per applicable codes. gkorrections required priorto approval. COMMENTS: - L i,F i/ J 1 (P L A25A4- I tr.4./ !` /_ y_ 1,,V 1Gr% 1. tr f R.. . R INSPEC'tION FEE RE UIRED. Prior 'o next inspection, fee must be aid at 6300 Southcenter Blvd.. Suit- ;_ •00:. Call to, schedule•reinspection. • i, 4I , .: INSPECTION RECORD a . • , —%,i. P``- • R tairra•co y with ermitt1_O-'3?- -2- - INSP CTION NO. P P PERMIT NO. • . • - ' . CITY OF TUKWILA BUILDING DIVISION i R` 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 ii- Permit Inspection Request Line (206) 431 -2451 FR . • .Y Project: Type of Inspection: Address Date Called: • Special Ins,tfuctions: • t% • Date Wanted: '�^ j / / - a. sue, Requester: Phone No: - 2-06 -4 -2. 20/ Approved per applicable codes. Corrections required prior to approval. CO MENTS: • lnspe _ Date: ECTION FEE REQ RED..Prior � next inspection:.fee must b d t 6300 o.uthcenter Blvd.. Suite 1 0. CaLt to schedule reinspection: • • , • 6T" •a': T�r:pt- tiv_s���:Ta;• .�c �r^e. .... — INSPECTION RECORD Retain a copy with permit INSPECTION NO bid =2.: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro tm ! i • CAA-1- �- Type of Inspection: S J.. • GE.-! 1.2t I\& Address: _ 515, SL AA-L Date Called: Special Instructions: r � Date Wanted �'/ /�a.n , p.m. Requester: • Phone No: Approved per applicable codes. LJ Corrections required prior to approval. ? D r COMMENTS: C AA pro Li -__ r ICJ al- J S' 6 Inspector: Date n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (1‘4 4 mow• • • • •NSPECTION RECORD Retain. a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DWISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 lu (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 sd /e3 -fir 2 Project: 01,7/a/014- 01,409.5 Type of Inspection: STi3/44/O14 field- - ev Address: Date Called: Special Instructions: • ' Date Wanted: • Requester: Phone No: .D Approved per applicable codes. S Corrections1 required' prior to approval.. COMMENTS: ,.4 C le+e e • Date: F. INSPECTION FEE REQUIR D. Prior o next inspection. fee must be . a'cWat=6300 Southcenter Blvd.. Suite' 00. Call to schedule reinspection. • • r INSPECTION RECORD -2— Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Dm- 32e-- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: /11r &ii.4f4 I4fD2 S - Type of Inspection: - - / _ilin /Ai 4 - - . Address: %..,—/ 5 - .j'4%/r4o,,,,k 24// Date Called: • Special Instructions: Date Wanted: ..._ a = / / a:m: p.m. Requester: Phone No: aaG- av5-22v/ Approved per applicable codes. a Corrections required prior to approval COMMENTS: ji) t".�DVirtr i9,-/ 1r}'"_ 914C7 - Vic'' ►i,C 444, , %.9 - G "!la's'°/ ✓d 6 e✓9' %/ - ,lojs•l - 4W -f�eio b;iKei A. Pd t7 dP Si. 1 / 14 tF' 4$I:I fY 3 / - llrin/4✓J e rr!"_/ /erg Arn x"42 Y 7/i_ o IeC -ire aiww, -; - INSPECTION FEE ' QUIRED. Pr'or to next inspection. fee must be paid at 6300 Southcent&j Blvd.. Sui e 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 43/0 /1-_5- awe/ 1,4/0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: riC k tq-2) o it S Type of Inspection • Q 11 se T.A. M'0cj Nit Address: S-1 5" S . c . tit- Contact Person: Suite #: 1, , rt4J Pre -Fire: Special Instructions: Permits: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: f SP c, oAt - -- oK Y - Hood & Duct: c7oAL Monitor: 1, , rt4J Pre -Fire: Permits: 6-€. Type: AA Needs Shift Inspection: ` Sprinklers: f Date: 11( )-c1 t ► Fire Alarm: Y - Hood & Duct: Monitor: 1, , rt4J Pre -Fire: Permits: 6-€. Type: AA Inspector: <a- Date: 11( )-c1 t ► Hrs.: i n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ejity of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 y'A N. T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT' 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: , Mt c lt,-e L KAs Type of Inspection: 3r Cow -er --c, �VW-- Address: st S- S, C , rrvl ie -LL Suite #: Contact Person: 1")AS010 Monitor: • Special Instructions: - Phone No.: C -S835 Approved per applicable codes. Corrections required prior to approval. COMMENTS: C u-er" Needs Shift Ins•ection: Date: j /c.cf A Sprinklers: Hood &.Duct: Fire Alarm: Monitor: • Pre -Fire: Permits: ' Occupancy Type: Inspector: ra__ Date: j /c.cf A Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1/- 5- °I-Pi /U° ;2Z PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: . VI/ L e4) (G. 4) Hood & Duct: Type of Inspection: li No Address:, - , Suite # :- G UI� 1 ContadPerson: ;tom, � --7_ -A - A-I�,�C� C a c,(.,.N i" 4; if- e t 044 - Special Instructions: Cd! G7 I-AI C. is 6-71 / 6-4 J Phone No.: `-j) _ R 1 - C ;.- .Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: / /t✓a i-5v/ G 1000 �z,', 5/ Cd! G7 I-AI C. is 6-71 / 6-4 J Ea., /100 Z /O Ib k r y-o C a u Q ( , �., ;if r'€ r o 4 Pec ir tnA add/ re (oc, Needs Shift Ins •e ction: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: • 1 1.1 S Date: in Hrs.: n $80.00 REINS ° ECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a 'reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit / /- S --a5/f/ D/u - 3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: ` i ryi1LI�f1 -e o Type of Inspection: S �/ CJV-er"" Contact.Person: rv--- Address: $-0--- 5 c _ tvixi L L Suite #: Special Instructions: . Phone No.: Approved per applicable codes. jAefCorrections required prior to approval. COMMENTS: Sprinklers: Hood & Duct: Fire Alarm: Monitor: Pre -Fire: • Permits: Occupancy Type: 4k To Coti-Q G ize A S ,v thy) ' r-e t - i- Q- S C-0v,e,.c ! ,,5_10_g c i cy Needs Shift Inspection: Sprinklers: Hood & Duct: Fire Alarm: Monitor: Pre -Fire: • Permits: Occupancy Type: Inspector: 5-01- Date: 3/1/1/ Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 April 20, 2011 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (208) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913884 • WABO Registered Agency • Website: www.ottorosenau.00m FINAL REPORT City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 -2544 Project: Michael Kohrs Permit Number: B10 -322 Address: 515 Southcenter Mall, Tukwila Job Number: 11 -0134 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items Inspected are: 1. Structural steel erection - welding 2. Mechanical anchor bolt installation Sincerely, OTTO ROSENAU & ASSOCIATES, INC. u,X.n kfLeilUi _rook- Susan Rosenau -Moser Vice President Email c: PWI Construction Attention: Mr. Jason Leach Steelworks, LLC Attention: Mr. Tim Herdt OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing RECEIVED APR 11 2011 PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT coMMUNIry DEVELOPMENT Report Number: 117046 Permit Number: 010 -322 Job Number: 11 -0134 Project: Michael Kohrs Address: 515 Southcenter Mall, Tukwila Inspector: Dusty Johnston Client: Steelworks, LLC Address: 20523 66th Dr NE, Arlington WA 98223 Date: 3/16/2011 Description /Location: 8 - 3/4 "x8 1/2" Simpson Wedge -All column anchor bolts Intended Use: Building Code & Year: Reference Standard(s) Used: Copies to: X Client X Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform IvJeff Rabe, Project Manager V1F This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -87 -01 (Rev 7/09) Anchor Size & Quantity: 3/4" (8) Anchor Type: ►5 Expansion • Screw • Sleeve • Drop In ESR Number: 1936 Anchor Manufacturer: Simpson Hole Diameter: 3/4" Hole Depth: 6" Required Embedment: 6" Anchor Length: 8 1/2" Concrete Thickness: Concrete Strength: 3000 Base Material: ►5 Normal Weight Concrete • Light Weight Concrete • CMU • Brick • Composite Deck Hole Cleaning: 0 Compressed Air • Hand Pump • Other: ORA Torque Wrench ID: 6056 Torque: 150 ft-Ibs Drill Bit (ANSI B212.15): ►5 Yes • No Weather: Indoors Ambient Temperature: 70 °F Reference Standard(s) Used: Copies to: X Client X Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform IvJeff Rabe, Project Manager V1F This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -87 -01 (Rev 7/09) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 136001 Project: Address: Client: CONSTRUCTION INSPECTION REPORT Michael Kohrs 515 Southcenter Mall, Tukwila Steelworks, LLC Permit Number: Job Number: Client Address: B10-322 11 -0134 20523 66th Dr NE, Arlington Inspections Performed Proprietary Anchors: Steel Decking Other (specify): • Anchor Bolt Installation Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection X Inspector and Date Remarks Dusty Johnston 3/16/2011 On site for continuous welding inspection as required by notes on S -100. The welds are for two HSS 10x4 1/4 beams to column frames. Welding performed by WABO certified welder using AWS D1.1 procedures and found to be according to details on S -302. WABO certified welder: Timothy W. Herdt (W08941, expires 1 APR 11). Conforms Copies to: X Client X Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -02 (Rev 11/08) OTTO ROSENAU & ASSOCIATES, INC. RE,cE'1 commuT DEvao Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 135999 Project: Address: Client: CONSTRUCTION INSPECTION REPORT Michael Kohrs 515 Southcenter Mall, Tukwila Steelworks, LLC Permit Number: Job Number: Client Address: B10-322 11 -0134 20523 66`h Dr NE, Arlington Inspections Performed Proprietary Anchors: Steel Decking Other (specify): • Anchor Bolt Installation Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection X Inspector and Date Remarks Dusty Johnston On site for welding inspection, but they weren't ready. Rescheduled for tomorrow. 3/15/2011 Copies to: X Client X Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -63 -02 (Rev 11/08) ini=se = DC I EfGIf1EERS DATE: TO: CC: FROM: SUBJECT: Herman, DCI understands that some of the beams supporting the roof top mechanical units were cut slightly short. We understand that a piece of 3/4" plywood was glued to the short end of these beams, and that the beams were hung using HGLTV3.511 hangers. The as -built conditions described above are acceptable. March 29, 2011 Herman Mohazzabfar Andy Kovach Steve Lidicker 0“9'332 00G-1k C2 SIM MEM memorandum r JOB #: 09011 -0048 DRA.MOB — Roof Top Mechanical Unit Support Beams 818 Stewart Street, Suite 1000 Seattle, Washington 98101 Phone (206) 332 -1900 S e r v i c e I n n o v a t i o n V a l u e • FILE COPY • EMU MICHAEL KORS RENOVATION -SOUTH CENTER STRUCTURAL CALCULATION KPFF JOB # 110328.04 REVIEWED FOR CODE COMPLIANCE MAX 092011 City of Tukwila BUILDING DIVISION REVISION N0.1 • bto-311 EXPIRES 03- II -2oizj RECEIVED FEB 18 2011 PERMIT CENTER SUBMITTAL DATE FEBRUARY 14, 2011 • • • KPFF CONSULTIING ENGINEERS 6080 Center Drive, Suite 300 Los Angeles, CA 90045 (310) 665 -1536 tel •(310) 665 -9070 fax Project: Michael Kors store South Center Client: TSC Design Job No: 110328.04 Date:2/14/11 DESIGN SUMMARY This project is a tenant improvement work for a typical Michael Kors Lifestyle store in an existing retail mall building. A typical store will consist of a single level retail space. The existing mall building is located in Washington and it is with concrete fill over metal deck roof slabs over steel framing, and 9" thick slab -on -grade floor construction. The design includes 1) Addition of interior stud wall and soffit: members and connections are checked for the site seismic load per CODE, and 5psf min. 2) Addition of HSS steel frame to support new soffits at the store entrance where the existing roof above cannot be used for support. This frame is supported laterally in the north south direction by connection to existing structural framing. It is supported laterally in the east -west direction by frame action of the new frame. • • • Web Images Videos Maps News Shopping Gmail more • charelson@gmail.com 1 My Profile 1 3 Newt Web History 1 My Account !Help' Sign out Google maps 47.459811,- 122.25955 Searc$ Show search options 4:c-' 2259550 t? t 47.459811, 12 - +47° 27* 35 37', -127 15 3438' al P 4ouo� too in t .01020-1- dete'®2017�tj4_ m o Report a problem ®TLfvnncti47c7471Odcon;RI.`.a?!•F"`R *R! • • • Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.459085 Longitude = - 122.258606 Spectral Response Accelerations Ss and S1 Ss and 51 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.426 (Ss, Site Class B) 1.0 0.488 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.459085 Longitude = - 122.258606 Spectral Response Accelerations SMs and SM1 SMs = Fa xSsand SM1 = FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.512 Period Sa (sec) (g) 0.2 1.426 (SMs, Site Class D) 1.0 0.738 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.459085 Longitude = - 122.258606 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1= 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.512 Period Sa (sec) (g) 0.2 0.951 (SDs, Site Class D) 5'p '5 = Q, 5' 1.0 0.492 (SD1, Site Class D) Consulting Engineers San Diego, Califomia Project Michael Kors South Center SZ Date 2/11 Job No. 110328.04 Revised Seismic Force on Components - IBC Code: 2006 International Building Code 1613.1 references ASCE Wp = Component Operating Weight a,, = Component Amplification Factor, Table 13.5 -1 or 13.6 -1 Rp = Component Response Modification Factor, Table 13.5 -1 or 1 SDS = Spectral Accelration, short period from §11.4.4 Ip = Component Importance Factor, §131.1.3 z = Component Attachment Height with Respect to Grade, Z0 h = Average Roof Height of Structure with Respect to Grade 0.4aR W (1+ h) Fph = P US P 2 Z P I but not more than Fph =1.6S Dsl pWp and not less than Fpi, = 0.3SDSI pWp Remember to apply Fp,, _ ±O.2SDSWp to all components EXCEPT "lay -in access floor panels and lay -in ceiling panels." ASD — ASD — ' -05 13.3.1 3.6 -1 LRFD Element Soffits Wp = '1:`.1W-.I. 1 tiMM.4,i4 .4'.1.4 ,,, _t '? Sn;za;': •- I. ity. .'''tz SDS 0 95: r' `' - Ip ('.j 1 H t �;a . z = ,/;gill , °....:', ) h 1. 'w3> I!: `':'ar'1 Fph,pip = 0.46 Wp #DIV /0! #DIV /0! Fph,1e,x = 1.52 Wp Fph,min = 0.29 Wp - - - >Use Fph = 0.46 Wp #DIV /0! #DIV /0! Fph = 0 #DIV /0! #DIV /0! - -- >Use Fph AsD = 0.33 Wp #DIV /0! #DIV /0! 1.4 LRFD FphAD = 0 #DIV /0! #DIV /0! - -> Use Fp„ = 0.19 Wp Fp„ = 0 - - - -- >Use FPV,ASD = 0.14 Wp 1.4 Fpv.nsD = 0 - - "The force (Fp) shall be applied independently in at least two orthogonal horizontal directions in combination with service loads associated with the component, as appropriate. For vertically cantilevered systems, however, the force Fp shall be assumed to act in any horizontal direction. In adddition, the component shall be designed for a concurrent vertical force f0.2SDSWp. The redundancy factor, p, is permitted to be taken as 1 and the overstrength factor, Ste, does not apply." -per §13.3.1 (lbs) (lbs) (Ibs) (lbs) (Ibs) K:\2010 \110328 - Michael Kors Lifestyle - Tenant Improvement \04 -South Center \Calcs\Michael Kors_05- Seismic - Fp.xls / Mech Units 2/11/2011 (44 Consulting Engineers 301 N. Lake Avenue, Suite 550 Pasadena, CA 91101 (626) 578-1121 project location woriKA, 10Z-4 by 5t. date sheet no. client job no. t (1, 1,4 cfeer poct.9 0,* r -s:Lt ic I 70441 foe tetteo‘ 1.141)( 7,-441,1 fog. = 10.1 1 Xzelto G4rersoil/eirid c=e',40e.ac /A/ /7-ea (4.4r45:- ■ 1 • •. C onsulling Engineers 6080 Center Drive, Suite 300 Los Angeles, CA 90045 (310) 665 -1536 Fax (310) 665 -9070 project v g - s ur 4 e &' L location by date 2/ /i/ i1 sheet no. client job no . o3ZS,dLf c c•EcK ,5 )0s1-/x VG( = 2_7 r4G wr- 77 _ = I Z X (mil x A(S;oit)-,- 7-P - .2 / lji , .7 = /a7/e,, LL Za 17' ' ) S R- //z3 /IT SI • P - iO7)(-7) 6.0 (z7)z x4-5 5 'E/5M1 G lcv-p 5 ttigo () (� 2 _ 9re-F 0,03F' `' 4/.‘ k' T "It� !✓ g- 2 (- 17 (Z? - p, 5� a ` t 72. �_-- Ap# z o, l " 399 OK C M (9',7s) 13, �•FT ;�v� / - y ; /2(1,75)-19‘6,65-) _ /,-7/74-/. ot t- G,5G_ ✓tt, x = (, z '7 7s) 2,5(3 $) = 13., /e .r- r ,ivy C � = -7/Y4. kp7 -& 7 -1?5 = 0,27 <1,O /5,5 ;5 • tam Consulting Engineers 6080 Center Drive, Suite 300 Los Angeles, CA 90045 (310) 665 -1536 Fax (310) 665 -9070 project A K CO S r# cbtir by location date Z/n I/ sheet no. client lob no. 1 HO 32 C i &/( (t7 41/1 A 5S 70 5 oV r 50E-1 r r -- -1GY ) pE (= 19' 5 k I aA-P 7 2 Div rtRe. cot,p c)P5r - /9%2 -r-7 l0 r4- suers �A ivp��2 T 8F#' k. rr 10, E rithe 3 -Y 4,a/3 > 4',370, < 5-9© GK fieA ¢ G scrioti 3`z'O3,L O 0 T S C ° D E S I G N 275 Seventh Avenue, 191h Floor New York, NY 10001 T 212.213.4595 F 212.213.8237 www.tscdesign.com 02/14/2011 Development Permit Application #: D10 -322 Agency: Building Department Type of Plans: Building Project Name: Michael Kors Project Address: 515 Southcenter Mall, Tukwila, WA 98188 Applicant Name: TSC Design / R.H. Sweers Architect of Record RE: Bulletin #2 list of revision Dear Mr. Bill Rambo or to whom this may concern, Please see the following revisions in regards to the Michael Kors location @ the SouthCenter Mall, WA for your reference. DM -100 - Notes added in regards to the removal of existing bulkhead's wood framing to allow for new steel and structural framing. A101 & A111 - New 4 x 4 steel posts are added to plan. Please refer to structural drawings for additional info. A202 Revised storefront section per structural framing and support. Please refer to structural drawings for additional info. A301 - New posts added to storefront plan detail. A302 - Revised storefront sections per structural framing and support. Please refer to structural drawings for additional info. Structural drawings by KPFF consulting engineers are included as part of this bulletin and submission. REVISION N0.1 pro- 3 zz RECEIVED FEB 18 2011 PER ITOENTER O 0 T S C• D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T 212.213.4595 F 212.213.8237 www.tscdesign.com Thank you for your time on this matter and please feel free to call if you have any questions. Regards, Ivan Kam Project Manager RECERVEr FEB 18 2C ; j PERMIT CENTEI A T S C • D E S I G N 275 Seventh Avenue, 19,h Floor New York, NY 10001 T 212.213.4595 F 212.213.8237 www.tscdesign.com 01/04/2011 Development Permit Application #: D10 -322 Agency: Building Department Type of Plans: Building Project Name: Michael Kors Project Address: 515 Southcenter Mall, Tukwila, WA 98188 Applicant Name: TSC Design / R.H. Sweers Architect of Record Response to Code Reviewer Comments: 1) The sliding security gate at the entry of this space is the only exit and will need to be openable from the inside without any special knowledge or effort. This applies to hours that employees might be in the store without customers. When the space is open for business, the code requires this gate to be open. TSC Response: Thumb turn will be provided on the secured side of the sliding gate as per shop drawing attached. A note regarding this is also added to drawing A002. 2) The closet space for the sliding gate needs a drywall lid to isolate it from the ceiling space above the store and will need to be sprinklered. TSC Response: The closet space has a sprinkler in the SP drawings from the original submission (as shown on sheet SP -100). However this head will be revised from a pendant type to a concealed type to fit the new GWB ceiling. Please see revised finished note on A- 102 and revised gate closet details on A -301. The interior of the closet will be finished with GWB on 4 sides and a GWB hard ceiling. 3) All references to wood plywood or blocking should be noted as Fire Retardant treated if that is the intent. This will eliminate confusion that may occur between general notes and specific details as untreated wood and fire treated would have limited uses in type]] construction and each case needs to be looked at separately. TSC Response: Notes added to Project Information section on sheet A -000 and Construction notes on A -101. 4) Some measurements are missing on the bathroom elevation details. Please add grab bar lateral and vertical measurements where missed. CORRECTION LT bto31Z RECEIVED -.1.EF JAI 132011 PERMIT CENTER 0 T S C • D E S I G N 275 Seventh Avenue, 19'0' Floor New York, NY 10001 T 212.213.4595 F 212.213.8237 www.tscdesign.com TSC Response: See attached revised drawing A -400 per comments. Note: MEP comments to be addressed in separate response letter from M- Engineering. 7867 Ivan Kam Project Manager EXTRUDED ALUMINUM PANELS 1 3/4' MIN. 2 X 6 CONTINUOUS WOOD SUPPORT BY OTHERS. POLYCARBONATE PANELS 5/8' VERTICAL ALUMINUM RETAINER HINGE FINISHED FLOOR_, 0 w 0 z D Lo w x FLOOR TO BOTTOM OF SUPPORT • •n .a SECTI ❑N v SEE DRAWING NUMBER 2 FOR PLAN OF OPENING. TO BO LO ST, CY * SEE NOTE EXTRUDED ALUMINUM TRACK * SEE NOTE Der '& TOM :K 1NDARD ii u A i \ \ \ I e \ .\ \ \ .\ \ \ \ \ T B L C p 8 n ZD CI .o * INSTALLER NOTE: u. p •. • .p PROVIDE HOLE IN TOP TRACK FOR UPPER LOCK ROD p• 6 • ELEVATI ❑N • 1. OP & ❑TT ❑M ❑CK TANDARD YL. FINISHES POST' CLEAR ANOD. TRACK' CLEAR ANOD. CURTAIN CLEAR ANOD. STRIKE' NOTES: 1. POCKETS TO BE BUILT BY OTHERS AFTER GRILLE IS INSTALLED. SIDE OR REAR POCKET ACCESS IS REQUIRED FOR CONVENIENT AND EASY OPERATION. 2. TRACK IS FOR GRILLE SUPPORT ONLY. CEILING OR OTHER CLOSURES MUST NOT BE SUPPORTED BY OR ATTACHED TO GRILLE TRACK. 3. ALL CURVED TRACK BENDS ARE 12' RAD. 4. LENGTHS OF TRACK MAY NEED TO BE TRIMMED IN FIELD TO SUIT OPENING DIMENSIONS. 99 9911411M1 N BYPASS HAUPPAI%L NY. 1178B !8001669 -%67 VISIDNGUARD SLIDING GRILLE PROJECT' NO INT. POST "WIDTH" 9' -11" & UNDER REV SIGNS MKu A I QTY' 1 LTRIDATE DESCRIPTION BY CK' CONTRACT NOS 00000 DATE' DWG. 1 OF 2 EXTRUDED ALUMINUM PANELS 1 3/4' MIN. 2 X 6 CONTINUOUS WOOD SUPPORT BY OTHERS. 69 POLYCARBONATE PANELS // �5 5/8" Ai VERTICAL ALUMINUM RETAINER HINGE FINISHED FLOOR —\ GRILLE HEIGHT N 0 O FLOOR TO BOTTOM OF SUPPORT • .d SECTION TBD STACK AREA REQ'D "B" 8" TBD 4.. _ TOP R BOTTOM LOCK SECURE SIDE PLAN OF OPENING 1 "B" BI. TOP & BOTTOM LOCK LEGEND: ▪ -TOP • Bona. L00W0 °PERM. MB. • OUT. ▪ -FIXED TRALLM O EDGE • TRALLMO EDGE TOMOS°. RATE 11 • WTERMEOWTE POST MM.. OPERATED OPDROCK I:1;71 - DFART POST W/CYLRDER OPERATED MOOIROCA•°ROPLOac Tw1MBTMw W /PRO1 TOT CUP • ST•.D•I.D GRADER •r •c• FINISHES: POST: CLEAR ANOD. TRACK CLEAR ANOD. CURTAIN: CLEAR ANOD. STRIKE: CLEAR ANOD. NOTES: 1. POCKETS TO BE BUILT BY OTHERS AFTER GRILLE IS INSTALLED. SIDE OR REAR POCKET ACCESS IS REQUIRED FOR CONVENIENT AND EASY OPERATION. 2. TRACK IS FOR GRILLE SUPPORT ONLY. CEILING OR OTHER CLOSURES MUST NOT BE SUPPORTED BY OR ATTACHED TO GRILLE TRACK. 3. ALL CURVED TRACK BENDS ARE 12" RAD. 4. LENGTHS OF TRACK MAY NEED TO BE TRIMMED IN FIELD TO SUIT OPENING DIMENSIONS. 99 SMITHTOWN BYPASS 2 I BOOR HAUPPAUGE, NY. 11788 (800) VISIONGUARD SLIDING GRILLE PROJECT: MICHAEL KORS REVISIONS LTR 1 DATE DESCRIPTION BY: BJN CK: DATE: MK: I QTY: 1 CONTRACT NO: DWG. 1 OF 1 0 apartment of Community Development December 17, 2010 Scott Daves Permits Today 140 S Lake Av — Suite 323 Pasadena, CA 91101 RE: Correction Letter #1 Development Permit Application Number D10 -322 Michael Kors — 515 Southcenter Mall Jim Haggerton, Mayor Jack Pace, Director Dear Mr. Daves, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D10 -322 W:\Pennit Center\Correction Letters \20101D10 -322 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 0 0 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: December 16, 2010 Project Name: Michael Kors Permit #: D10 -322 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The sliding security gate at the entry of this space is the only exit and will need to be openable from the inside without any special knowledge or effort. This applies to hours that employees might be in the store without customers. When the space is open for business, the code requires this gate to be open. 2. The closet space for the sliding gate needs a drywall lid to isolate it from the ceiling space above the store and will need to be sprinklered. 3. All references to wood plywood or blocking should be noted as Fire Retardant treated if that is the intent. This will eliminate confusion that may occur between general notes and specific details as untreated wood and fire treated would have limited uses in type II construction and each case needs to be looked at separately. 4. Some measurements are missing on the bathroom elevation details. Please add grab bar lateral and vertical measurements where missed. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Y PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -322 DATE: 02 -18 -11 PROJECT NAME:. MICHAEL KORS SITE ADDRESS: 515 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Building 'viision3 ire vvorks fA J °9' Fire Prev ntion Structural I I 1 D2-10 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02-24 -11 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required n REVtWER'S INITIALS: DATE: APPROVALS OR CORRIECTIONS: DUE DATE: 03 -24 -11 Approved. Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28-02 41) WY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -322 DATE: 01 -13 -11 PROJECT NAME: MICHAEL KORS SITE ADDRESS: 515 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: 'A PuLinATIvision Public Works ❑ Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete Planning Division Permit Coordinator DUE DATE: 01 -18 -11 Not Applicable n 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 nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02-15 -11 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 III PERMIT COORD COPY f PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -322 DATE: 11/30/10 PROJECT NAME: MICHAEL KORS SITE ADDRESS: 515 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMEN S: PuWort uilding ivision s 111# ‘2oltv Ire Prevention Plannin Structural Asig-.G4 Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 12/02/10 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: Building Please Route TA Structural Review Required ri No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) rai Notation: REVIEWER'S INITIALS: DUE DATE: 12/30/10 DATE: Permit Center Use Only I CORRECTION LETTER MAILED: 1 )—_r}4O Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: VA/4... Documents/routing slip.doc 2 -28 -02 0 PROJECT NAME: l V`�i$�S SITE ADDRESS: .Sov t vu N 4& (I PERMIT NO: btu ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE'RECEIVED STAFF INITIALS ISSUED DATE STAFF INI S 1 a-�( IA _ _ h1U. L Summary of Revision: e, v... A -. , ■... Received by: Received by: JR s o rI L akcAM '03/'1/(/ 7w ��JS}rvc4 o REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received b : Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received b : Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received b : (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: 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.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Cl 161 a(� 1► Plan Check/Permit Number: D 0 " 3 -a) ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # [r Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ' 4 , <01-5 Project Address: 0,-e44ce1c `>oJ Lcer,ker — s1S Sawn LceNi-<r ,S 4 72 Contact Person: (�04 haves ves / Perm Iojety Phone Number: 62C — - d/3 1 Summary of Revision: _ �e at-e ev15':n ? 46, * Vof f ev,e() 0NA cl>Vrdfa- Vol- Aew ar I rQ -0,4 'I'unn. k..Se. Sie lter car Gle.4o :IS €5c RFCE VED 3ERMTCENTER Sheet Number(s): pm 100' 41al, IC I)( U.Q) A30l) A30,2 Slruclkkhj cfrI,,W,n{c "Cloud" or highlight all areas of revision including revisi Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 4- (4 1 1 H:.ApplicffiimsWorms- Applications On Line12010 Applicationstl -2010 - Revision Submitlal.doc Created: 8-13 -2004 Revised: 7 -2010 O 0 City of Tukwila Steven M. Mullet, Mayor 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 Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ` ISM t Plan Check/Permit Number: D 10 -322 ❑ Response to Incomplete Letter # • Response to Correction ]Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Michael Kors Project Address: 515 Southcenter Mall Contact Person: GOYS Phone Number: (02 �o) 5 �s acl3j Summary of Revision: RECEIVED JAN 13 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: 1 -1' ( J Entered in Permits Plus on revision \applications \forms - applications on Tine \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople P ter Friendly Page 0 General /Specialty Contractor A business registered as a construction contractor with LEI 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 PWI CONSTRUCTION INC UBI No. 602304814 Phone 4804610777 Status Active Address 155 West Main St License No. PWICOCI976MC Suite /Apt. License Type Construction Contractor City Mesa Effective Date 6/30/2003 State AZ Expiration Date 12/11/2011 Zip 85201 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status JOEEWI'044RSJOE E WOODS INC Construction Contractor General Unused 12/10/1996 11/14/2001 Archived PRICEW1081L9 PRICE WOODS INC Construction Contractor General Unused 6/29/1992 3/12/2003 Archived Business Owner Information Name Role Effective Date Expiration Date PRICE, JEFFREY D President 07/03/2003 Amount PRICE, JEFFREY D Secretary 07/03/2003 DTEC07614B9621ND1007/01/2010 FERGUSON, MARC D Treasurer 07/03/2003 FERGUSON, MARC D Vice President 07/03/2003 TRAVELERS INDEMNITY CO OF AME 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 1 WESTERN SURETY CO 929277707 06/24/2003 Until Cancelled $12,000.00 06/30/2003 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 PHOENIX INS CO DTEC07614B9621ND1007/01/2010 07/01/2011 $1,000,000.0006 /29/2010 6 TRAVELERS INDEMNITY CO OF AME DTC07614B9621NDL09 07/01/2008 07/01/2010 $1,000,000.00 06/22/2009 5 TRAVELERS INDEMNITY CO OF AME DTC07614B962TIL07 07/01/2007 07/01/2008 $1,000,000.00 12/07/2007 4 TRAVELERS INDEMNITY CO DTC07614B9621ND05 07/01/2005 07/01/2006 $1,000,000.00 07/01/2005 3 ST PAUL INS CO KC08900014 07/01/2004 07/01/2005 $1,000,000.00 07/06/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 02/02/2011 STRUCTURAL 01 S -000 SHEET INDEX, SYMBIOLS & ABBREVIATIONS 02 S -100 STRUCTURAL GENERAL NOTES 03 S -200 FLOOR PLAN 04 S -300 TYPICAL METAL STUD DETAILS 05 S -301 TYPICAL METAL STUD DETAILS 06 5 -302 STEEL DETAILS 07 S -400 METAL STUD SECTIONS • • • • • MICHAEL KORS WESTFIELD SOUTHCENTER 515 SOUTHCENTER MALL, TUKWILA, WA 98188 PROJECT INFORMATION PROJECT DIRECTORY PROJECT ADDRESS: NUMBER OF STORIES OF PROJECT: GROUP MICHAEL KORS 0 WESTFIELD SOUTHCENTER MALL WESTFIELD SOUTHCENTER - SPACE #672, 515 SOUTHCENTER MALL, TUKWILA WA 98188 2 TYPE "M- COVERED MALL" (NO CHANGE IN USE) CONSTRUCTION TYPE IIB UNPROTECTED, NON - COMBOSTABLE 2006 NATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS ONAL MECHANICAL CODE WITH WASHINGTON SATE AMENDMENTS. PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS ONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS TON STATE ENERGY CODE ELECTRICAL CODE UNIFOR INTER WASH! FOR t�E�COIIIPI AopQAVED MAR o s 2011 N$LC�' yofTukrrila BUILDING DIVISION OF WORK INTERIOR AT OUT OF EXISTING 1,775 S.F. (AS PER LOD DATED 06.01.2010) DEMISED RETAIL TENANT SPACE WITHIN EXISTING SHOPPING MALL WORK INCLUDES NEW STORE FRONT & SIGNAGE, NEW CEILINGS, NON -LOAD BEARING PARTTI1ONS, UGHIING, MILLWORK, FNAC, NEW RESTROOM & STORE FIXTURES. 1. THIS WORK IS FILED TO SHOW TENANT LAYOUT ONLY. 2. SEPARATE PLAN CHECK, PLANS, & PERMIT(S) IS /ARE REQUIRED FOR SIGNS, FIRE SPRINKLER SYSTEMS, RACKS OVER 8' HIGH & EACH SEPARATE STRUCTURE. 3. NO CHANGE IN USE OR OCCUPANCY OR EGRESS 4. THE ENTIRE SPACE IS SPRINKLERED AND FILED UNDER SEPARATE APPLICATION. 5. THE ENTIRE FLOOR AREA SHALL BE MECHANICALLY VENTILATED AS PER THE BUILDING CODE. 6. DOORS 6.A. ALL NEW DOORS SHALL BE INCOMBUSTIBLE AND A MINIMUM OF 31 -0" WIDE UNLESS OTHERWISE NOTED 6.B. ALL NEW DOOR HARDWARE IS TO BE HANDICAPPED USEABLE. 7. CONTRACTOR TO VERIFY ALL CONDmONS AND DIMENSIONS SHOWN ON THE PLAN AT THE JOB SITE BEFORE COMMENCING ANY WORK. 8. NO WORK AT SITE TO COMMENCE UNTIL PLAN HAS BEEN APPROVED AND PERMIT ISSUED BY THE DEPARTMENT OF BUILDINGS. 9. ALL TRIM OPENINGS SHALL BE 3' -0" MINIMUM. 10. THE TENANT IS REQUIRED TO MAKE A SEPARATE SUBMITTAL FOR THEIR SIGNAGE PLANS TO THE BUILDING & SAFETY & SECURE A SEPARATE PERMIT PRIOR TO INSTALLATION. EXTERIOR BUILDING SIGNS REQUIRE PLANNING DEPARTMENT APPROVAL. ALL ELECTRICAL SIGNS MUST BEAR U.L LABELS. 11. ONLY FIRE RETARDANT WOOD & PLYWOOD ARE PERMITTED IN THE MALL INCLUDING BACKINGS ETC 12. ALL MATERIALS INSTALLED SHALL BE A MINIMUM OF CLASS "C ". 13. COORDINATE ALL FIRE SPRINKLER WORK WITH MALL APPROVED FIRE SPRINKLER CONTRACTOR. 14. TENANT TO PROVIDE LANDLORD A MASER KEY WITH ADEQUATE LABELING. MICHAEL KORS STORE DESIGN: MICHAEL ZENIUCH 11 WEST 42nd STREET NEW YORK, NY 10036 T: (212) 201 -8233 F: (646) - 354 -4833 E: michaeLzeniuchOmichaelkors.com CONSTRUCTION PROJECT MANAGER NICOLE LANZALOTTO 11 WEST 42nd STREET NEW YORK, NY 10036 T: (212) 201 -8255 F: (646) 354 -4803 E: vinnie.brediceOmichaelkors.com LANDLORD/ TENANT COORDINATOR DANYULE W. BRAKUS WESTFIELD, LLC 2800 SOUTHCENTER SEATTLE, WA, 98188 T: (206) 802 -6070 (OFFICE) T: (213) 399 -0959 (MOBILE) F: (310) 389-5702 E: dbrakusOus.westfield.com M- ENGINEERING CRAIG HOUSEHOLDER 750 BROOKSEDGE BLVD WESTERVILLE, OH 43081 T: (614) 839 -4639 F: (614) 839 -2222 E: chouseholderomengineering.us.com TSC DESIGN NAN KAM 275 SEVENTH AVENUE, 19th FLR NEW YORK NY 10001 T: (212) 213 -4595 F: (212) 213 -8237 E: ivan.kamOtscdesign.com DRAWING LIST • NEW ISSUE • REVISED ISSUE O ISSUED NO CHANGE, FOR INFORMATION ONLY O REVISED, ISSUE IN SKETCH FORM ARCHITECTURAL CV M 01 A -000 KEYPLAN, BLDG. DEPT. NOTES AND DRAWING UST O O 02 A -001 RESPONSIBILITY & FINISH SCHEDULE 03 A -002 DOOR & HARDWARE SCHEDULE & FLOOR TRANSmON DETAILS 04 A -003 STANDARD MOUNTING HEIGHTS, ADA DESIGN GUIDEUNES 05 A -004 OVERALL & ENLARGED SITE PLAN O 06 DM -100 DEMOLITION PLAN 07 A -100 BARRICADE PLAN 08 A -101 CONSTRUCTION PLAN • O O 09 A -111 ENLARGED DIMENSION PLAN • O O o 10 A -102 REFLECTED CEIUNG PLAN & NOTES 11 A -112 ENLARGED RCP DIMENSION PLAN • O 12 A -103 POWER /COMMUNICATION & SECURITY PLAN 13 A -104 FIXTURE PLAN O LOCATION MAP SITE MAP -1ST FLOOR SEISMIC CEILING BRACE 14 A -105 FINISH PLAN • O 15 A -200 INTERIOR ELEVATIONS 16 A -201 FITTING ROOM PLAN AND MILLWORK DETAILS WESTFIELD SOUTHCENTER 515 SOUTHCENTER MALL TUKWILA WA 98188 4 ,151st st Gard PI: :3re6k Dr ;.:I. —4 Y 9 AREA OF WORK 71! www tam j = e MICHAEL KORS ARE OF WORK v L': p-sk ost Q F is C - c G n J F 1. 2. 7/$' METAL HAT CHANNELS TAD �C R. a'HHANREISI grsuilTWEBoym 01H TAPED JOINTS 8 GA. WR1ICAL HANGER MIRE • 48 48STRUC' 0.C. E MOW giOR 1a AN 1 EMT. A CN TO STRUT REQ.b 0 EACH SEISMIC RESTRAINT 12'-0' O.C. EACH WAY. 3/4' EM/T /B' NUT AFTER CERING IS IEVElIDi D & LOCK SANDED SMOOTH 4 8 GA., EV45 SPL AY _ AT ERY EACH DIRECTION 1 NOTES: 1 Na AT 4s' 0.c. SURFACE OR PENDENT FIXTURES MUST BE INDEPENDENTLY SUPPORTED FROM 1 -1/2" BLACK IRON CHANNELS, OR FROM FLOOR OR ROOF CONSTRUCTION. THE TOTAL WEIGHT OF A LIGHT FIXTURE AND OTHER EQUIPMENT (AIR BOXES, ETC.) AND CEIUNG MATERIAL SUPPORTED BY THE CEILING T MUST NOT EXCEED THE ALLOWABLE DEFLECTION OF 1/360 OF ITS SPAN. DEFLECTION DATA MUST BE FURNISHED AND CERTIFIED BY THE MANUFACTURER. A . TYPICAL BLACK IRON HUNG CEILING SUSPENSION SYSTEM Oto �y . to the scope nut pr Tukwila Building Division. NOTE: Revisions will requires new Alan submittal and may include additional plan reAew fees. 'SEPARATE PERIT REQUIRED FOFe PE AEON erklacuical firPkanting ritasPlping City of TukwUit B.UIL13ING DIVISI 17 A -202 INTERIOR AND MISC. DETAILS 18 A -203 DURATRAN BOX DETAILS (FOR REFERENCE ONLY) 19 A -300 STOREFRONT ENLARGED PLAN & ELEVATIONS O O 20 A -301 SECURITY GATE / STOREFRONT ELEVATIONS & DETAILS • O O 21 A -302 STOREFRONT SECTIONS & DETAILS O O O 22 A -400 BOH RESTROOM ENLARGED PLAN 23 A -500 PARTMON TYPES & WALL BASE DETAILS 24 A -501 NOT USED 25 A -502 480-REPOWS- NOT USED 26 A -503 SUSPENDED CEIUNG SYSTEMS & ATTACHMENT DETAILS • • O MEP 27 M -100 MECHANICAL PLAN O 28 M -200 MECHANICAL SCHEDULES AND SCHEMATICS 29 M -300 MECHANICAL SPECIFICATIONS P -100 PLUMBING PLAN 31 SP -100 SPRINKLER PLAN • 32 E -100 POWER PLAN O 33 E -200 ELECTRICAL PLAN 34 E -300 ELECTRICAL SCHEDULES AND SCHEMATICS O 35 E -400 ELECTRICAL SPECIFICATIONS O O 36 E -500 PHOTOMETRICS PLAN • O EGRESS PLAN & OCCUPANCY LOAD CALCULATION TENANT IMPROVEMENT NOTES PATH OF EGRESS — 44" WIDE OCCUPANT LOAD CALCULATION j SALES FLOOR SQ. FOOTAGE OCC. LOAD FACTOR OCC. LOAD 1,415 SQ.FT 1:30 44 �� t I�'T;'_, � STOCKRM SQ. FOOTAGE OCC. LOAD FACTOR 1 305 SQ.FT 1 :300 4 aT rr T R ESTRM SQ. FOOTAGE OCC. LOAD FACTOR 1 55 SQ.FT 1:300 TOTAL MK SPACE 1,775 SQ.FT 46 OCCUPANTS - — — - PATH OF EGRESS LEASE LINE. SCOPE OF WORK MALL CORRIDOR (NOT IN SCOPE OF WORK) 1. THIS IS A TENANT IMPROVEMENT AND THE FOLLOWING APPLIEf ; COPY Pena N0*-D 10' Igg PART OF THE PROJECT a. STOREFRONT b. GYPSUM WALLBOARD ON THE DEMISING WALL c. INTERIOR WALLS man review approval is skint t errors end limissimm. d. FINISHED CEILING SYSTEM e. FLOORING f. HVAC UNIT, DUCTS & REGISTERS 9. CONDENSATE LINES h. UGHIING, SWITCHING & RECEPTACLES i. ELECTRICAL RECEPTACLES j. RESTROOMS k. SUDING GRILL DOOR I. PLUMBING NOT A PART OF THIS PROJECT a. ROOF & EXTERIOR WALL INSULATIONS A;prOval of c onstnidion documents does not wrote v;dation of any adopted code or ordinance. Recut Lpproved Aoki Copy and conditions isadalowlled A City/ Of Weida a BUILDING DIVISION 2. PRIOR TO STOCKING THE STORE, THE FOLLOWING SHALL BE COMPLETED IN ORDER: a. b. d. A COMPLETED SAFE PATH OF TRAVEL IS PROVIDED TO INSIDE THE BUILDING THE INSIDE SHALL BE COMPETED AND SIGNED OFF BY THE BUILDING INSPECTOR FIRE DEPARTMENT PROVIDED A RELEASE FOR STOCKING SHELVES THE BUILDING INSPECTOR HAS THE FINAL WORD IF IT WILL BE SAFE FOR EMPLOYEES TO STOCK SHELVING IN A CONSTRUCTION SITE REVISION N 1)l0- 32z DRAWING SHEET NUMBER DRAWING UPDATE/VERSION NUMBER. THIS NUM -�/— DRAWING SHEETS ONLY. IF NO UPDATES FROM r rr� WILL REMAIN. IF UPDATES ARE MADE THE .00 A -101. Q] REFLECT CHANGE: .01, .02, ETC. - DRAWING NUMBER RECEIVED FEB 18 2011 BER WILL BE SHOWN ON PERMIT CENTER ORIGINAL ISSUE .00 MUST BE UPDATED TO MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C D E S I GI N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers II Architect Architect of Record 11 32 7 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614 - 839 -4639 Permits Today EXPEDITOR 140 5o. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626 -585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS a TSC 05 01.31.11 BULLETIN 11 ISSUED FOR CONSTRUCTION A TSC 06 02.14.11 BULLETIN f2 A TSC 15a nni3ersary Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs @sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 Drawing Title: PROJECT AND BUILDING DEPARTMENT INFORMATION AND DRAWING LIST Project No: 10258.01 Drawn By: WM Checked By: IK Scale:. NTS Permit #: I ''(0 -322 Drawing Number A -000 01 of 36 i/ i /ii �i ii r /i i s s i % i � s iii ii ii / ri ii id i �ii/iiii ii/ %ii i //i / i /s/i i , /i � i// i, / / / /s///// //;iii /i / /ii77i //i%47%iii iiii, %7/i/, / %/i /i / /iiii / /i/ iii iri' " i% iii/ /iiii /iii/ iiii /'/////////// /, ;ii /i " / // / / // /ii/ / /iiif/i /�iiii /ii //i //i/ /iiii / /;/ii/ /iii iiii /ii / �/ /%iii/i/% ' /1/ i i / ////,////; i/i/ / / iii/ // /ii//i iii //// //// //i//i777/ " / % /i//y/Yy// //7Y7 // / // / // / // // % /// / / /7i // / / / i /i // ii /i / ///i/i/// i/ i /i/ // /7777772,°<///////////////7////, o ii:/i// / // / // / / / / r/ ii/ ' / / / // /iiii / / //ii/ /iii%/2/',% / iiii /i / /ii /is /i //i /iiii% i/iii /i%/ i / /i/ i/ iiiii i, ;� % i!wi / " /i// /iii/, i/ // / // ii / //' // /; /// // i/i % " / %/iiii / / / ii/ / / /ii77 % %% %isi%7% 2/%%/22/ iiii i / / /isiiiii % % % % %%% iii iii /iii%/%% /iiii/ % % %%% %%% %iii / //i i i i //%/i // / /// / / // /o / / / /// / i/ /{/ // / ; ` '/ ! %j i //iii % %% / /i/ /i // %%% %7 i/ %i / /% %% %%7 %7 % /7% %%% //i % %/i /iiii % % /%iii %i%% ii i %% %%% %% %%% % % % %%% % %%%%% % %% %i//ii/ i i/(7/ / / %/,// %iiii/// / /iii// // / t1 //% % / / / / / / / % % / / / / % / / / / / / % % %% %//2277// % /// , % // %, % % %/ / / / / / / / / / %% /, % % % % % % % % % % % % %/ % % % // / % % / / / / / % % / / /%% , „ , / /// // / / // / / // / / // / // / // / / / %!iiii EXISTING RISER TO REMAIN MALL CORRIDOR (NOT IN SCOPE OF WORK) LINE OF EXISTING FASCIA OF SAWTOOTH CEILING ABOVE G.C. TO REMOVE SAW TOOTH TO THE CLOSET WHOLE PIECE © SOFFIT BEHIND NEW STOREFRONT EXISTING RATED DEMISING WALL TO REMAIN. GC. TO VERIFY IN FIELD CONDITION OF DEMISING WALL. PATCH & REPAIR AS REQUIRED TO ;MAINTAIN FOR RATING (TIP) EXISTING PARTITIONS TO BE REMOVED (TYP). EXISTING COLUMN ENCLOSURE TO BE REMOVED (TYP) L.L. TO ERECT DEMISING WALL & TO PROVIDE & INSTALL METAL STUDS. G.C. TO PROVIDE & INSTALL G.W.B FINISH PER DEMISING WALL DETAIL ( DRAWING #A -500 r —� I P L —J G.C. TO REMOVE EXISTING FINISH FLOOR & SUBSTRATE, MILLWORK ITEMS, CEILING & FRAMING, AND OTHER DEVICES. DISCONNECT ALL POWER /NETWORK WIRES BACK TO SOURCES. GC. TO PATCH & REPAIR ALL EXISTING CONDITION AS REQUIRED TO ACCEPT NEW FINISHES. GC. TO COORDINATE ALL DEMO W/ MALL FACILITY DIRECTOR IN ORDER TO GUARD AGAINST SETTING OFF EXISTING FIRE PROTECTION & FIRE - SAFETY DEVICES. LEASE LINE LEASE LINE EXISTING RATED DEMISING WALL TO REMAIN EXISTING STOREFRONT BULKHEAD & MIRROR EXISTING FACADE TO BE REMOVED AREA OF HATCH G.C. TO REMOVE EXISTING FLOORING IN PREPARATION OF NEW STOREFRONT LEASE LINE EXISTING STOREFRONT TO BE REMOVED EXISTING COLUMN ENCLOSURE TO BE REMOVED; COLUMN TO REMAIN (TYP) LL NEW NEUTRAL PIER // /ii /,%" /� //// /ii;', `/ / / / / // / / / / / / / / / / / / / / //' ' //V/ / /2%% //i/%i / //2/ /i iii/%/ O/ i/ ii// /ii /7f%/7i//%2i/%%i2ii%/� ///21,///,////// 2'x/ ' //2///////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// , .. ///2/ `/ // / // / ,,,,y /' /% / i///////// / / / /i / / / /% / / / / // / / / / /// / / // / /// /%iiii/ %" i. // m ///: / //i / // / / /ii / /// /iii % /2ii / %% //%i% %ii %iiii /%ii /ii2ii % % % %% / / / %, % ,, //// '//// ' /' / /ii /// //ii / / ///i / /// iii %iiii /i ///i/i / / /ii // / /i%/ /iiii ////1/ i /// // %7/ /i, 1/ / // // / / / / /// / / / / / / / /// /iiii/ / / / / / / / / / / /// // /i7 /// /7/ // / : /// / % ' // / /i / / / //// / /i /// 7i /iiii' iiii/'/ /`i /iis /i /2 /i, /// /iii /i/; ' / / / /ii; ' /2i /ii / /ii2ii /iiii/' ///////2i2i2/// iiii;% 2i / ii i/ iiii% i/ i/// //i / / / / / /' //'/ / / /. / /' /, / /, /i /,' /// / / /ii //iiii /// / / // // iiii /iii /// / /iii / / / / /1:/// i ii ii/ i / ////2 iii / /i / / /// / // /// / / ////i / / //// / /// // // ///ii// /, // /ii / / /iiii 1i / / /// / /://ii / / / / //// /i //// / / / // /// /iii // /ii/ ////////://////://2////////7;' 2////1/4//////////////// //// i -6” / (r 'i /i // //iiii /%//iiii iiii /%iiii / / /% // //iiii %////////." // i% i /i ////% //i /ii / /% /ii /ii /ii2i /// ///iiii //////// i/ i// i// i/ i%/ i// i//% ////i / /i /i /ii / //% /i /. / /i / / / /,"/ / G.C. TO REMOVE EXISTING BULKHEAD & LIGHT COVE FRAMING TO ALLOW FOR NEW STRUCTURAL STEEL & FRAMING OF NEW MK STOREFRONT BULKHEAD - REFER TO STRUCTURAL DRAWINGS FOR INFO. BULKHEAD AND LIGHT COVE TO BE REBUILT AFTER NEW WORK IS COMPLETED TO MATCH EXISTING 1 EXISTING MALL COLUMN (NIC) EXISTING MALL COLUMN (NIC) DEMOLITION LEGEND DEMOLITION NOTES 'E' 'E' DENOTES EXISTING TO REMAIN, PROTECT DURING DEMOLITION AND CONSTRUCTION. EXISTING CONSTRUCTION TO REMAIN. GENERAL CONTRACTOR SHALL PROTECT DURING DEMOLITION AND CONSTRUCTION. EXISTING CONSTRUCTION TO BE REMOVED EXISTING DOOR, FRAME, SIDELITE AND HARDWARE 91 F Ec= TO BE REMOVED AND STORED FOR POSSIBLE u ,! REINSTALLATION IL 1. REMOVAL AS DESCRIBED HEREIN SHALL BE ACCOMPLISHED WITHOUT STORING ON THE FLOOR EXCESSIVE QUANTITIES OF ANY MATERIALS, RUBBISH, DIRT, DEBRIS, OR WASTE OF ANY SORT RESULTING FROM THE REMOVAL OPERATIONS ON THE FLOOR. 2. ALL DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE DAILY. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO MAINTAIN FREE PROTECTED ACCESS OF ALL TENANTS, SERVICE PERSONNEL AND THE PUBLIC THROUGH THE AREAS INVOLVED. 4. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING MANAGEMENT REGULATIONS. 5. THE CONTRACTOR SHALL REMOVE ALL PIPE SLEEVES PROJECTING THROUGH SLAB, PATCH ALL PENETRATIONS, HOLES, ETC. 6. ALL PIPES AND CONDUITS IN WALLS THAT ARE TO BE DEMOLISHED ARE TO BE REMOVED AND /OR RELOCATED AS REQUIRED. 7. CONTRACTOR SHALL REVIEW WITH TSC, ANY AND ALL ITEMS OF DEMOLITION NOT IMPLIED OR SPECIFIED ON DRAWINGS OR SPECIFICATIONS AND TO INCLUDE SUCH COSTS IN BID UNLESS OTHERWISE ADVISED. 8. THE CONTRACTOR SHALL COORDINATE REMOVAL OF ALL EXISTING TELEPHONE EQUIPMENT WITH TELEPHONE COMPANY AND OWNER. 9. REFER TO ALL OTHER PLANS INCLUDING, BUT NOT LIMITED TO ENGINEERING, COMMUNICATION, ETC., FOR SCOPE OF WORK TO BE INCLUDED IN BID AND PRIOR TO COMMENCEMENT OF DEMOLITION. 10. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND SERVICES AND PERFORM ALL OPERATIONS REQUIRED FOR COMPLETE INTERIOR DEMOLITION AND RELATED WORK AS DESCRIBED AND SPECIFIED HEREIN, AND AS MAY BE REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK IN ALL RESPECTS. 11. WORK SHALL CONFORM TO THE LATEST EDITION OF ALL APPLICABLE REFERENCE SPECIFICATIONS AND TO GOVERNING BUILDING CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 12. JOB SITE INSPECTION MUST BE CONDUCTED TO EXAMINE EXISTING CONDITIONS, TO DETERMINE NATURE AND SCOPE OF WORK OR ANY DIFFICULTIES THAT MIGHT ARISE AT TIME OF WORK. IN ADDITION, EXAMINE ALL WORK THAT IS INTENDED TO REMAIN AS PART OF THE COMPLETED PROJECT AND REPORT ALL UNSATISFACTORY CONDITIONS TO TSC PRIOR TO COMMENCEMENT OF WORK. EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE CONSTRUCTION AND OTHER STRUCTURES THAT ARE INTENDED TO REMAIN. ANYTHING DAMAGED AT TIME OF WORK IS TO BE REPAIRED AND /OR REPLACED TO MATCH EXISTING CONSTRUCTION AT CONTRACTORS EXPENSE. 13. REFER TO ENGINEERING, AND /OR COMMUNICATIONS DRAWINGS FOR EXISTING ITEMS /SYSTEMS TO REMAIN (DUCTWORK, SPRINKLERS, PLUMBING RISERS, TELE. /ELEC. FEEDS AND PANELS, ETC.). ALL ITEMS NOT SCHEDULED FOR REUSE SHALL BE DEMOLISHED. 14. CONTRACTOR TO PROVIDE DUST BARRIER FOR PROTECTION OF EXISTING AREAS TO REMAIN AS REQUIRED. 15. WHEN DEMOLITION TAKES PLACE, SHOULD ANY WORK AFFECT THE INTEGRITY OF THE STRUCTURE, WORK MUST STOP IMMEDIATELY, AND TSC NOTIFIED. UNDER NO CIRCUMSTANCES SHALL REINFORCING OF ANY KIND BE DAMAGED, CUT OR BROKEN. 16. REMOVE ALL WALL CONDUITS LEFT AFTER WALL DEMOLITION INCLUDING SWITCH BOXES, PLATES, BRIDGES, PLUMBING LINES, OR ANY OTHER TELEPHONE OR ELECTRICAL WIRING AND EQUIPMENT. DEMOLISHED LINES ARE TO BE BROUGHT BACK TO PANELS, RISERS, ETC. AND DISCONNECTED OR CAPPED. 17. CONTRACTOR TO REVIEW WITH TSC REGARDING ALL ITEMS SCHEDULED FOR RELOCATION. SAID ITEMS TO BE REMOVED CAREFULLY, PROTECTED AND STORED. 18. REMOVE ALL FLOORING MATERIALS, WALL BASE, WALLCOVERING, WOODWORK AND OTHER FINISH ITEMS UNLESS OTHERWISE NOTED. 19. REMOVE ALL CEILING SUSPENSION SYSTEMS, LIGHT FIXTURES AND ASSORTED ITEMS (ELECTRICAL FEEDS NO LONGER REQUIRED, HANGERS, ETC.), UNLESS OTHERWISE NOTED. PATCH SLAB TO MAINTAIN FIREPROOFING REQUIREMENTS. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION OF EXISTING PARTITIONS, MOLDINGS, BASES (RUBBER, VINYL, METAL, CONCRETE, ETC.), SUSPENDED CEILINGS, LIGHT FIXTURES, SWITCHES, DOORS AND BUCKS, HARDWARE, ETC., AND ALL OTHER ITEMS REQUIRED TO BE DEMOLISHED TO ACCOMMODATE THE SCOPE OF WORK FOR NEW CONSTRUCTION. 21. REMOVE ALL EXISTING PLUMBING FIXTURES AND ALL EXPOSED HORIZONTAL AND VERTICAL PIPES (UNLESS NOTED FOR REUSE) ARE TO BE CUT -OFF AND CAPPED AT RISER. ALL CAPPING TO BE CONCEALED BEHIND WALL OR BELOW FLOOR SLAB. REVISION MOLL - REVI of E �gppRhVED MAR 0 9 2011 City NGDN 0� BUILDING RECEIVED FEB 18 2011 PERMIT CENTER MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C• D E S 1 G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers II Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS / I \ TSC 05 01.31.11 BULLETIN #1 ISSUED FOR CONSTRUCTION 2 TSC 06 02.14.11 BULLETIN #2 3 TSC th T 5 C• D E 5 I G N Celebrating 15anniversary ebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. 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DIMENSION STARTING POINT / / /1/1///,/1/1 / / /r'// /1/1/1/1/,/, /, /% • /, /f /, /, /, /r /, • ; /r / / /,/', /f /, / /' /, ///1/1,/,//1,/,/,/ t / //' // /` ' % / r ,/////1///1,/, ,/ ,/,/,//, r /// //// /,/,/1/, ' //:///:///,/ , f / ////,////,//, ' / // /' /, /r//, ;/,/'/ /' /i /,// ,/ , /'/j % /,/,/, //,/:/,/'/ , ' /, /, /, /, / // // //fir //' r / • /:/,//:///,/..„ , //i / /, / r //i//,//r / //'/ j'% , • / /1, ///, ,/,/, r / //1/:/ / /%' f /'// ///, 'r /r '/ /1/,/ /,/ ' /' ,/ f // //'//,/,/,///,/,/ / / / / / / i / / r i ,/ /,/ / /` '// /////,/,/,/// // 1/:/ '/ //' //:/://,/, //, ////,/,/'// r J � %/ /r/`/,/,//// ,/ • / / /1/1/1/1/// / r r / • / /r i /'i / // /,/• • •/ / ,// / / /, •• / /,/ / /l • HIDDEN LINE OF BACK WALL (BY MWC) 16' -7" SOFFIT BOH BATHRM G.C. TO TRENCH FLOOR FOR FLOOR MOUNTED OUTLETS & CONDUITS BACK TO REAR WALL. SEE A--1-03- FOR — OUTLET LOCATIONS. iii � iii �// SEC TEL SALES FLOOR E LIN BOH OPERATION DISP WINDO 39' -0" SOFFIT ///////,/://, i J ' //1/1/1/1/0/7/1////0/ / % /r % % / / / ` / // / / //////////1/1/////////,/////1/1/7//e///0/7//////////////// / J/ % / / / / / / / // / / / / / / / '/ / / / / '/ / / / % / V% V {/- ,/ , / / / / / i / / f / / / ,/ / / / / 5/8" GWB PTD TO MATCH ST -1 G.C. TO REMOVE EXISTING WOOD BULKHEAD FRAMING & REBUILT W/ MTL STUD FRAMING TO MATCH EXISTING. 5/8" GWI3 PTB ON 1 /2" PLYWOOD BACKING .e+v�`"�r S.nH `.��ras?F ±� a.•.ui Gts:S..w;?!s_nrswn+�r4 ^.arkY�➢F cL- w. u_ c_z?r.Y.h_nTeY�.a;YVk*D.-�nruin rsrza.rrrH1-a1131pra. 11119 s- wcxti.C.til - rrbt,.210 : VI a.Artnt+CCS:Y:111: .J5:!..MN� EXISTING MALL BULKHEAD CONSTRUCTION L4.1 st INN ST -1 ON THINSET & CEMENT BOARD, STONE PROVIDED BY VENDOR. THIN SET & CEMENT BOARD TO BE PROVIDE & INSTALLED BY G.C. OM, WAIMAMWSMIUMPA EXISTING BEAM G.C. TO VERIFY LOCATION 1' PLYWD & BLOCKINGS FOR CURTAIN TRACK ABOVE FINISHED GWB POCKET - ALL WD BLOCKINGS TO BE FIRE RETARDANT (TYP.) NOTE: REFER TO STRUCTURAL DRAWINGS FOR ALL FRAMING & ATTACHMENT DETAILS Kamm., Ammunm HANGING BEAD CURTAIN BY MK & TRIMMED IN FIELD BY G.C. POLISHED STAINLESS STEEL LEDGE. MT -1 1na4�t:. :".'trtiiiUUStiT4a:4.sr.��rrr tS GnW•FtN.u.Y,r_R:ti4,a01Lcrd ur` N111 siN4-. r' I. S1- V. ltr.RtV4.004-3wt.x�r nc4tffL .nil•' ' uv.lr;i3OTictinnN,!FSZuar].T..i GWB CEILING CO 11' -0" AFF J BEAD OF SOF ALIGN HANGING STILES FOR SHELVES F13.1C ALUMINUM CLADDING ON INSIDE OF GLAZING CHANNEL W/ MT -2 FINISH 1/2" CLEAR TEMPERED GLASS 3/4" FIRE RETARDANT MDF WITH PL -1 FINISH - G.C. TO CUT TOP TO FIT AS NEEDED 2 "X3 "XrTHK. CUSTOM ALUMINUM SILL FRAME SETTING BLOCK STRUCTURAL TAPE " THK. ALUM. PANEL W/ MT -2 FINISH. WOOD BLOCKINGS & PLYWD BACKING FOR STOREFRONT FASCIA 4" MTL STUD FRAMING - REFER TO STRUCTURAL DRAWINGS FOR FRAMING & ATTACHMENT DETAILS SECTION - PERMIETER STOREFRONT SOFFIT / BUNKER & BULKHEAD SCALE: 1112" =1 -0" NOTE: G.C. TO COORDINATE CONSTRUCTION OF STORE FRONT FRAMING, BULKHEAD & KNEE WALLS WITH STOREFRONT VENDOR'S SHOP DRAWING & STRUCTURAL DRAWINGS. (4) #10 SMS (2) 1 1 /2" DIA HILTI KB -T2 WITH 3" EMBED L4X4X16GA X 1' -0" LONG 4'X18GA STUD CONT. WITH (2) #10 SMS 0 EACH STUD EXISTING DECK ABOVE 3 5/8" MTL STUDS 16" O.C. 3 5/8 X 18 "GA DIAGONAL STUD WITH (2) #10 SMS THRU EA VERT STUD. ATTACH TO (E) DECK AT TOP 5/8" STEEL STUD FRAMING TO DECK ABOVE - FASTEN & BRACE AS REQUIRED 18" GA TRACK CONT. WITH #10 SMS THRU EA FLANGE ® EA HORIZ. STUD AND (2) #10 SMS THRU WEB ® EA VERT STUD, TYP AT (3) LOCATION. G.C. TO COORDINATE J BOX LOCATION & WHIP OPEN AREA FOR RETURN AIR - SEE MEP DRAWINGS FOR REQUIREMENTS FLUORESCENT LIGHT SEE RCP. LIGHT PROVIDED BY OWNER AND INSTALLED BY. G.C. 11' -0" FINISHED CEILING PAINTED FASCIA GWB & STUDS TYP. BY G.C. L2X2 X 16 GA CONT. WITH #10 SMS THRU EA LEG ©EA STUD, TYP AT (4) LOCATION FINISHED CEILING (4) #10 SMS TYP, UNO __ - -I6 GYSUM BOARD CEILING PAINTED P -2 jl1 PLYWD BLOCKING FOR LIGHT FIXTURE 8' -0" B.O. SOFFIT SECTION - PERMIETER SOFFIT SCALE: 1 1/2" =1' -0" 1' LINE OF WALL BEYOND 0 WHERE APPLICABLE REVISION NO l tsko- 324_2 SECTION - PERMIETER BUNKER SCALE: 1112" =1' -0" • 5/8" GYPSUM BOARD PAINT FINISH. REFER TO FINISH PLAN AND ELEVATIONS FOR SPECIFICATION 6" HIGH 16GA FLAT STRAPPING PAINT WOOD BASE TO MATCH WALL ABOVE, SEMI —GLOSS FINISH (TYPICAL). G.C. TO PROVIDE, INSTALL AND FINISH F.T. PLYWOOD SECTION - TYPICAL SALES FLOOR WALL BASE SCALE: 6" =1' -0" REVIEWED FOR CODE COMPLIANCE APDOffvED MAR 09 2011 City of Tuk la BUILDING DI MMMON RECEIVED FEB 18 2011 PERMITCENTER MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C• D E S 1 G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / ALE TSC 04 01.04.11 ADDENDUM /1 REVISED PER DOB COMMENTS a TSC 05 01.31.11 BULLETIN 11 ISSUED FOR CONSTRUCTION © TSC 06 02.14.11 BULLETIN 12 ® TSC 15a T nniversary • N e I ebrating 15 years of excellenc Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs @sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 Drawing Title: INTERIOR AND MISC. DETAILS Project No: Drawn By: Checked By: Scale: Permit #: 10258.01 WM IK 3/8" =1' -0" D10 -322 Drawing Number A -202 17 of 36 EXTRUDED ALUMINUM TRACK RECESSED IN CEILING EXTRUDED PANELS MICHAEL KORS POLYCARB( LOCKING P TOP & BO RODS W/ THUMBTUR DUSTPROO LOCK STRI II II ALUMINUM 11 • )NATE PANELS 'OST CONTAINING - .... . ... ... ... ...... ... .. • ........... ... • TTOM LOCK CYLINDER OUT & NIN .......... .. ........... ......... ... ...................... ... ............ ......... ... SECTION - GATE SCALE: 1" =1' -0" ELEVATION -GATE SCALE: 1" =1' -0" WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 1/2" CLEAR BRUSHED - ALUMINIUM REVEAL TO MATCH MALL STANDARD NEW 4 x 4 STEEL POSTS REFER TO STRUCTURAL DRAWINGS LEASE LINE EXISTING MALL CORRIDOR (REPAIR IF DAMAGED) MT -2 POWDER COAT WHITE MT L FINISH ON F.R. MDF BACKER '' S C• D E S I G N ':75 Seventh Avenue, 19th Floor yew York, NY 10001 212.21 3.4595 F:212.2118237 wwr.tscdesign.com MT -2 POWDER COAT WHITE MTL FINISH ON F.R. MDF BACKER Ro.H. (Hank) Sweers II Architect Architect of Record 1 I':127 Mackey, Overland KS 66210 (1) LAYER OF 5/8" TYPE "X" GWB TO 6" ABOVE FIN CEILING M Engineering MEP ENGINEER 751 Brooksedge Blvd. terville, OH 43081 Phone: 614 -839 -4639 MILLWORK SIDE PANEL STRUCTURAL BOX BEAM TBD Ptiomits Today E,4°, 'EDITOR 14N: So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 2 1/2" MTL STUDS, TRACKS & FRAMING, 16" O.C. ON THIS SIDE 11 (1) LAYER OF 5/8" TYPE "X" GWB TO 6" ABOVE FIN CEILING --ter 3 5/8" MTL STUDS, TRACKS & FRAMING, 16" O.C. ..L.1 3/4" THK PLYWOOD BACKING CONT' MDF BACKING ACCESS DOOR BOX BEAM (2) 16ga 6" STUDS DS w /(2) 16ga 3 -5/8" CHANNELS1S MT -2 ACCESS DOOR TO SLIDING GATE W/ RECESSED STONE BASE LINE OF FLOORING TRANSITION (ALIGNING WITH STOREFRONT BASE) H messy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM fl REVISED PER DOB COMMENTS a TSC 05 01.31.11 BULLETIN 11 ISSUED FOR CONSTRUCTION 0 TSC 06 02.14.11 BULLETIN #2 © 15C • POLYCARB( LOCKING P TOP & BO RODS W/ THUMBTUR DUSTPROO LOCK STRI II II ALUMINUM 11 • )NATE PANELS 'OST CONTAINING - .... . ... ... ... ...... ... .. • ........... ... • TTOM LOCK CYLINDER OUT & NIN .......... .. ........... ......... ... ...................... ... ............ ......... ... SECTION - GATE SCALE: 1" =1' -0" ELEVATION -GATE SCALE: 1" =1' -0" WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 1/2" CLEAR BRUSHED - ALUMINIUM REVEAL TO MATCH MALL STANDARD NEW 4 x 4 STEEL POSTS REFER TO STRUCTURAL DRAWINGS LEASE LINE EXISTING MALL CORRIDOR (REPAIR IF DAMAGED) MT -2 POWDER COAT WHITE MT L FINISH ON F.R. MDF BACKER '' S C• D E S I G N ':75 Seventh Avenue, 19th Floor yew York, NY 10001 212.21 3.4595 F:212.2118237 wwr.tscdesign.com MT -2 POWDER COAT WHITE MTL FINISH ON F.R. MDF BACKER Ro.H. (Hank) Sweers II Architect Architect of Record 1 I':127 Mackey, Overland KS 66210 (1) LAYER OF 5/8" TYPE "X" GWB TO 6" ABOVE FIN CEILING M Engineering MEP ENGINEER 751 Brooksedge Blvd. terville, OH 43081 Phone: 614 -839 -4639 MILLWORK SIDE PANEL STRUCTURAL BOX BEAM TBD Ptiomits Today E,4°, 'EDITOR 14N: So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 2 1/2" MTL STUDS, TRACKS & FRAMING, 16" O.C. ON THIS SIDE 11 (1) LAYER OF 5/8" TYPE "X" GWB TO 6" ABOVE FIN CEILING --ter 3 5/8" MTL STUDS, TRACKS & FRAMING, 16" O.C. ..L.1 3/4" THK PLYWOOD BACKING CONT' MDF BACKING ACCESS DOOR BOX BEAM (2) 16ga 6" STUDS DS w /(2) 16ga 3 -5/8" CHANNELS1S MT -2 ACCESS DOOR TO SLIDING GATE W/ RECESSED STONE BASE LINE OF FLOORING TRANSITION (ALIGNING WITH STOREFRONT BASE) H messy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM fl REVISED PER DOB COMMENTS a TSC 05 01.31.11 BULLETIN 11 ISSUED FOR CONSTRUCTION 0 TSC 06 02.14.11 BULLETIN #2 © 15C HIDDEN LINE OF RECESSED GATE TRACK ® CEILING ABOVE l5anniversary T S C• D 1 Celebrating 15 years of excellenc LEASE LINE FINISHED CEILING 5/8" GYP BOARD CEILING 0 10' -2" AFF F -1 TILES Registration and Signature: BOTTOM OF ACCESS rDOOR TO RETURN FLUSH W/ ADJACENT STONE FULL OVERLAY HINGE 5/8" TYPE "X" GWB TO 6" ABOVE FIN CEILING SLIDING GATE ENCLOSURE MT -2 FINISH ON F.R. MDF BACKER MK FLOOR LOGO INLAY INTO F -1 TILES - G.C. TO ENSURE FLOOR LOGO TO CLEAR SECURITY GATE 2' -3" THIS DRAWING PREPARED UNDER MY SUPERVISION, AND 1 DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS 11, Proprietor RH SWEERS ARCHITECT rhs @sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 3/4" PLYWOOD BACKING STORE ENTRY 3 5/8" MTL STUDS TO NEW BULKHEAD ABOVE —6" DOOR OPENING L- X" THK. PLYWOOD ," THK. ALUMINUM PANEL W/ WHITE POWDER COAT FINISH 1- DOTTED LINE OF STONE BASE BELO 1 "x1" ALUMINUM PANEL ATTACHMENT ANGLE Drawing Title: 2 "x" ALUMINUM TUBE ACCESS PANEL FRAME REVIEWED FOR CODE COMPLIANCE APPRAVED MAR 0 9 2011 CONT' CAULKING ST -1 STONE TILE BASE r FINISH FLOOR SECTION - WALU BASE ADJACENT TO GATE PLAN - GATE ACCESS DOOR SCALE: 3" =1' -0" SCALE: 3" = 1'-0 PLP N - STOREFRONT CORNER SCALE: 1112 " =1' -0" RECEIVED FEB 18 2011 PERMIT CENTER SECURITY GATE / STOREFRONT ELEVATIONS & DETAILS Project No: Drawn By: Checked By: Scale: Permit #: 10258.01 WM IK AS NOTED D10 -322 Drawing Number A- 301.00 20 of 36 - STEEL PLATE FOR HANGING SHELVES BY MWC - G.C. TO COORDINATE INSTALLATION PAINTED 5/8" GWB ON 1 /2" PLYWOOD BACKING. AT TOP OF BULKHEAD, PAINTED TO MATCH ST -1 COLOR 14' -0" VIF STEEL CEILING FINISH EXISTING MALL BULKHEAD CONSTRUCTION +1- 4' -9" MATCH EXISTING 2' -10" REFER TO STRUCTURAL DRAWINGS S -400 FOR FRAMING DETAILS LEASE LINE ST -1 ON THINSET & \ CEMENT BOARD +151 -6" VIF F TO gAWTOOTH PAINTED 5/8" GWB ON 1/2" PLYWOOD BACKING. AT TOP OF BULKHEAD, PAINTED TO MATCH ST -1 COLOR ++ LEASE LINE TO SAW1DOTH PAINTED 5/8" GWB ON 1/2" PLYWOOD BACKING. AT TOP OF BULKHEAD, PAINTED TO MATCH ST -1 COLOR LEASE LINE +15' -6" TO SAWTOOTH ?"1 +14 3 5/8" STRUCTURAL MTL STUD FRAMING 0 TOP & STOREFRONT FACADE- REFER _D„ TO S -400 (TYP.) L + +� HSS 4 x 10 BEAM - REFER TO S -400 ST -1 ON THINSET & CEMENT BOARD CVO EXISTING BEAMS 4" 0 �» 0 0 r GWB. CEILING EXISTING STRUCTURAL BEAM 0 0 0 0 0 r-1 CO 4" STRUCTURAL MTL STUD FRAMING - REFER TO 5 -400 (TYP.) 0 a O 0 0 a O 0 0 O, 0 0 0 0 SURFACE MTD CURTAIN TRACK FASTENED TO BLOCKINGS ABOVE 4" STRUCTURAL MTL STUD FRAMING. REFER TO S -400 (TYP.) GL -1 PIN -MTD BACKLIT MK SIGNAGE ON FACADE LJ rl 0 0 v POLISHED STAINLESS. STEEL LEDGE. MT -1 +111 -0" +11' -0" J CO 1 HSS 4 x 10 BEAM - REFER TO S -400 ST -1 ON THINSET & CEMENT BOARD 4" STRUCTURAL MTL STUID BRACING - REFER TO S -400 (TYP.) PIN -MTD BACKLIT MK SIGNAGE ON FACADE POLISHED STAINLESS STEEL LEDGE. MT -1 SALES FLOOR - GWB CEILING 0 a 0 0 —0— BEAD CURTAIN BY MK & TRIMMED IN FIELD BY G.C. r POLISHED STAINLESS STEEL LEDGE. MT -1 .' EQ 1 EQ 4' -0" 2" 1 4 4 MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T SC D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com i R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 4 FINISHED FLOOR SALES FLOOR F11.1 \I 0 0 a 0 0 n a 0 0 0 v 0 0 a a 0 0 0 a 0 0 0 a 0 0 0 a a 0 0 a 0 0 0 a O 0 0 0 0 0 0 0 0 0 0 10 "a a 0 E 0 v a O 0 zap CV U m — -4 1' -6" 1' -7" a 0 0 0 a 0 0 v v a 0 0 0 a EQ. ALIGN 0 0 0. 0 0 1/2" CLEAR TEMPERED GLASS TYP. MALL CORRIDOR BEAD CURTAIN - G.C. TO TRIM TO PROPER LENGTH F13.1C HANGING FIXTURE IN WINDOW BEYOND BUNKER W/ PL -1 FINISH SECTION - STOREFRONT WINDOW SCALE: 1 =V -0" SALES FLOOR FINISHED FLOOR, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1, " 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 MTI 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RECESSED SECURITY GATE TRACK - PROVIDE BLOCKING AS REQUIRED MALL CORRIDOR MT -2 POWDER COAT WHITE METAL FINISH ON F.R. MDF BACKER l�l STI1 SECTION -AT DOOR ENTRY SCALE: 1" =1' -0" FINISH FLOOR tr 0 ROUGH OPENING B REVISION' SECTION - AT DURATRAN SCALE: 1" =1' -0" MT -2 FINISH ON F.T. PLYWOOD BACKER MALL CORRIDOR TYPE F15.1 DURATRAN BY MWC NOTES: G.C. TO REFER TO DWG A -203 FOR DURATRAN'S ROUGH OPENIGN DIMENSIONS & COORDINATE WITH MWC SHOP DWGS CODEREVIEWED FOR COMPLIANCE ,AIPPRnvED MAR 0 9 2011 � l City ofT UlcW ' la BUILDING DIVISION MT -2 FINISH ON F.R. MDF BACKER FINISH FLOOR RECEIVED FEB 18 2011 PERMITCENTER NOTE: G.C. TO COORDINATE CONSTRUCTION OF STORE FRONT FRAMING, BULKHEAD & KNEE WALLS WITH STOREFRONT VENDOR'S SHOP DRAWING & STRUCTURAL DRAWINGS. l� iu- 3 Zz M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS a TSC 05 01.31.11 BULLETIN #1 ISSUED FOR CONSTRUCTION A TSC 06 02.14.11 BULLETIN #2 A TSC th T 5 C• D E 5 1 G N 15a n n iv r e sa Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS 11, Proprietor RH SWEERS ARCHITECT rhs @sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 7867 -EGISTFR%.: HITEC'i Drawing Title: STOREFRONT SECTIONS Project No: Drawn By: Checked By: Scale: Permit #: 10258.01 WM IK AS NOTED DI0 -322 Drawing Number A -302 21 of 36 co CD 0 N M 0 U s 0 CO I 0 0 E 0 0 a) E o� a, Tom"' 41,03 = 0 N E c 3 I co 0 M C) ~I p N� N � W - LZ ET_ rn ABBREVIATIONS FOR STRUCTURAL DRAWINGS SYMBOLS SHEET INDEX AB ABV ACI ADDL ADJ AESS AGGR AISC ALT ALU M ANCH ANSI APA APPVD APPROX ARCH ASTM AWPA AWS AITC ASTM BLDG BLK BLKG BLW BM BN BNDRY BOT OR BRC BRG BT BTWN ANCHOR BOLT ABOVE AMERICAN CONCRETE INSTITUTE ADDITIONAL ADJACENT ARCHITECTURAL EXPOSED STRUCTURAL STEEL AGGREGATE AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALTERNATE ALUMINUM ANCHOR AMERICAN NATIONAL STANDARDS INSTITUTE AMERICIAN PLYWOOD ASSOCIATION APPROVED APPROXIMATE ARCHITECTURAL; ARCHITECT AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN WOOD PRESERVERS ASSOCIATION AMERICAN WELDING SOCIETY AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AMERICAN SOCIETY FOR TESTING MATERIALS AND AT BUILDING BLOCK BLOCKING BELOW BEAM BOUNDARY NAIL BOUNDARY B BOTTOM BRACE BEARING BENT BETWEEN CANTILEVER CAMBER CENTER TO CENTER CENTER . OF GRAVITY CAST -IN =PLACE CONSTRUCTION JOINT; CONTROL JOINT CENTER LINE CLEARANCE; CLEAR CONCRETE MASONRY UNIT COLUMN COMPRESSION CONCRETE CONNECTION; CONNECT CONSTRUCTION CONTINUE; CONTINUOUS CONTRACTOR COMPLETE JOINT PENETRATION WELD CENTER COUNTERSINK; COUNTERSUNK CONDENSING UNIT CUBIC FOOT PENNY (NAIL OR BAR DAM) BAR DIAMETER OR BOLT DIAMETER DOUBLE DEPARTMENT DETAIL DOUGLAS FIR /LARCH DIAMETER DIAGONAL DIAPHRAGM DIMENSION DOWN DITTO (REPEAT) DRAWING DOWEL CANT CAM OR C CC CG CIP CJ CL OR ? CLR CMU COL COMP CONC CONN CONSTR CONT CONTR CJP CTR CTSK CU CU FT d db DBL DEPT DET DF DIA OR 0 DIAG DIAPH DIM DN DO DWG DWL EA EF EJ EL ELEC ELEV EMBED EN ENGR EQ EQUIP ES ETC EW EXIST or (E) EXT EACH EACH FACE OR EXHAUST FAN EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMBEDMENT EDGE NAIL ENGINEER EQUAL OR EQUIVALENT EQUIPMENT EACH SIDE ET CETERA EACH WAY EXISTING EXTERIOR FDN FF FF FIN FJ FL FLG FLR FN FOC FOM FOS FOW FP FRMG FS FT FTG GA GALV GB GLB GR GRND H or HORIZ HDR HGR HGT HOSP HP HS HSH HT HR ID IF I —JST IN INCL INFO INSP I NT JST JT K KSI LAB LB(S) OR LF LIN LLBB LLH LLV LP LSL LT WT LVL MAS MATL MAX MB MC MECH MFR MIN MISC (N) N NF NIC NORM NO or NS NTS OC OD OF OH OPNG OPP ORIG OSB PARA OR PC PERP PI PL PLF PLCS PLY PROP PT PW PJP PREFAB PSF PSI PVC PVMT # # FOUNDATION FAR FACE FINISHED FLOOR FINISH FLOOR JOIST FLOOR LINE FLANGE FLOOR FIELD NAIL FACE OF CONCRETE FACE OF MASONARY. FACE OF STUD FACE OF WALL FULL PENETRATION; FIRE PROOFING FRAMING FULL SIZE; FAR SIDE FOOT; FEET FOOTING GAUGE GALVANIZED GRADE BEAM GLUED LAMINATED BEAM GRADE GROUND HORIZONTAL HEADER HANGER HEIGHT HOSPITAL HIGH POINT HIGH STRENGTH HORIZONTALLY SLOTTED HOLES HEIGHT HARD ROCK INSIDE DIAMETER INSIDE FACE —JOIST INCH INCLUDE INFORMATION INSPECTION INTERIOR JOIST JOINT KIPS KIPS PER SQUARE INCH LABORATORY # POUND(S) LINEAL FOOT LINEAL; LINEAR LONG LEGS BACK —TO —BACK LONG LEG HORIZONTAL LONG LEG VERTICAL LOW POINT LONG SLOTTED HOLES LIGHTWEIGHT LEVEL MASONRY MATERIAL MAXIMUM MACHINE BOLT MISCELLANEOUS CHANNEL SHAPE MECHANICAL MANUFACTURER MINIMUM; MINUTE MISCELLANEOUS NEW NORTH NEAR FACE NOT IN CONTRACT NORMAL NUMBER NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPPOSITE HAND OPENING OPPOSITE ORIGINAL ORIENTED STRAND BOARD PARALLEL PRECAST; PIECE PERPENDICULAR PLYWOOD INDEX PLATE POUNDS PER LINEAL FOOT PLACES PLYWOOD PROPERTY POST TENSIONED PLATE WASHER PARTIAL JOINT PENETRATION WELD PREFABRICATED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POLYVINYL CHLORIDE PAVEMENT POUND; NUMBER 1/ REF REINF REQD RF RJ RW 0 SCHED SECT SEOR SEP SHT SHTG SIM SLBB SMS SN SOG SPCG SPECS SPCL SQ SS SSL STAGG STD STGR STIFF STIRR STL STRUCT STRUCT I SW SYM TB TBR T & B T & G TO TOC TOF TEMP THRU THK THR TOP or T TOS TOW TSG TYP UBC UNO UT VERT VI F VSH W W/ W/0 WD WP WT WWF REFERENCE REINFORCE; REINFORCING REQUIRED ROOF ROOF JOIST RETAINING WALL ROUND; DIAMETER SCHEDULE SECTION STRUCTURAL ENGINEER OF RECORD SEPERATION SHEET SHEATHING SIMILAR SHORT LEGS BACK —TO —BACK SHEET METAL SCREW SHEAR NAIL SLAB ON GRADE SPACING SPECIFICATIONS SPECIAL SQUARE SELECT STRUCTURAL SHORT SLOTTED HOLES STAGGER STANDARD STAGGER STIFFENERS STIRRUP STEEL STRUCTURAL STRUCTURAL I SHEAR WALL SYMMETRICAL TIE BEAM TO BE REMOVED TOP AND BOTTOM TONGUE & GROOVE TOP OF TOP OF CURB; TOP OF CONCRETE TOP OF FOOTING TEMPERATURE; TEMPORARY THROUGH THICKNESS /THICK THREADED TOP TOP OF STEEL TOP OF WALL TAPPERED STEEL GIRDER TYPICAL UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE ULTRA —SONIC TEST VERTICAL VERIFY IN FIELD VERTICAL SLOTTED HOLES W SHAPE WITH WITHOUT WOOD WORK POINT; WATERPROOF WEIGHT; STRUCTURAL TEE SHAPE WELDED WIRE FABRIC STRUCTURAL STEEL SHAPES W C MC L WT, ST, MT PIPE PIPE —X PIPE —XX HSS, TS W SHAPE AMERICAN STD CHANNEL SHAPE MISC CHANNEL SHAPE ANGLE SHAPE STRUCT TEE SHAPE STANDARD PIPE SHAPE EXTRA STRONG PIPE SHAPE DBL EXTRA STRONG PIPE SHAPE STRUCT TUBING SHAPE x LJ I 1 T (+3") [X] [X,Y,Z] <3/4 "> SECTION REFERENCE BUBBLE DETAIL REFERENCE BUBBLE WITH ARROW DETAIL REFERENCE BUBBLE FULL HEIGHT SECTION INDICATOR ELEVATION OF WALL OR FRAME NORTH ARROW SLOPE EARTH LAYER STEPPED SURFACE; FLOOR DEPRESSION SLOPED SURFACE INDICATES SAND OR GROUT INDICATES GRAVEL TOP OF SLAB ELEVATION WELDED WIRE FABRIC (WWF LAYER) FOOTING TYPE INDICATES MASONRY WALLS STEEL TUBE COLUMN STEEL PIPE COLUMN WIDE FLANGE STEEL COLUMN MEMBER SPLICE TOP OF STEEL ± ELEVATION NUMBER OF EVENLY SPACED SHEAR STUDS SPECIAL STUD SPACING SEE TYPICAL STEEL DETAILS BEAM CAMBER AT MID —SPAN STEEL IN CROSS SECTION DIRECTION OF SPAN SINGLE OR DOUBLE ANGLE BRACE DRAG STRUT CONNECTION FULL HEIGHT STIFFENER CONNECTION MOMENT CONNECTION STEPPED FOOTING SHEET S -000 S -100 S -200 S -300 S -301 S -302 S -400 TITLE . SHEET INDEX, SYMBOLS AND ABBREVIATIONS. STRUCTURAL GENERAL NOTES. FLOOR PLAN. TYPICAL METAL STUD DETAILS. TYPICAL METAL STUD DETAILS. STEEL DETAILS. METAL STUD SECTIONS. REVISION NOS- b(O 2z RlVitvvtu CODE COMPLIANCE APPRflVED MAR 0 9 2U iI CilyotTukwikt BUILDINGDIVISKAI RECEIVED FEB 18 2011 PERMITGENTER MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter MaII Tukwila, WA 98188 T S C • D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614-839-4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626-585-2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions 01 02.14.11 BULLETIN #2 By TSC th T 5 C • D E S 1 G N l5anniversary Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 EnraConsulting Engineers 6080 Center Drive, Suite 300 Los Angeles, Califomla 90045 (310) 665 -1536 Fax (310) 665 -9070 Drawing Title: SHEET INDEX, SYMBOLS AND ABBREVIATIONS Project No: 10258.01 Drawn By: WM Checked By: IK Scale: Permit #: D10 -322 Drawing Number 5 -000 01 of 7 0 U 0 E 0 E v 1- METAL STUDS 1. ALL LIGHTGAGE METAL FRAMING SHALL BE AS NOTED BELOW: INTERIOR STUDS: GALVANIZED 2. ALL LIGHTGAGE METAL FRAMING CONSTRUCTION SHALL BE IN ACCORDANCE WITH AISI "SPECIFICATIONS FOR DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" LATEST EDITION. 3. ALL LIGHTGAGE METAL FRAMING SHALL CONFORM WITH THE FOLLOWING: GALVANIZED STUDS: ASTM A653, GRADE 50 12, 14 AND 16 GAUGE Fy = 50,000 psi) GALVANIZED STUDS: ASTM A653, GRADE 33 18 AND 20 GAUGE (Fy = 33,000 psi) GALVANIZED TRACK ASTM A653, GRADE 33 END CLOSURES, BRIDGING (Fy = 33,000 psi) AND ACCESSORIES 4. DOUBLE VERTICAL STUDS SHALL BE STITCH WELDED TOGETHER ON BOTH FLANGES WITH 1/16" GROOVE WELDS X 1" LONG AT 12" ON CENTER, U.N.O. 5. FOR INTERIOR PARTITIONS: TOP STUD TRACKS SHALL HAVE 1 1 /2" FLANGES (UNO). BOTTOM STUD TRACKS SHALL HAVE 1 1/2" FLANGES (UNO). TOP AND BOTTOM STUD TRACKS SHALL BE UNPUNCHED AND SHALL MATCH THE SIZE AND GAGE OF THE WALL STUDS (UNO). 6. NESTING TRACKS FOR NON- BEARING PARTITIONS SHALL BE 16 GAGE MATERIAL WITH 1.5" FLANGES (UNO). 7. MINIMUM STUD PROPERTIES SHALL BE AS FOLLOWS, U.N.O.: EFFECTIVE EFFECTIVE GROSS AREA Sxx = IN 3 I xx= IN 4 A= IN2 3 5/8" STUDS: 3 5/8" X 20 GA STUDS 3 5/8" X 18 GA STUDS 3 5/8" X '16 GA STUDS 3 5/8" X 20 GA TRACK 3 5/8" X 18 GA TRACK 3 5/8" X 16 GA TRACK 4" STUDS: 4 "X20GA 4" X 18 GA 4" X 16 GA 4" X 20 GA TRACK. 4" X 18 GA TRACK 4" X 16 GA TRACK. 6" STUDS: 6" X 20 GA STUDS 6" X 18 GA STUDS 6" X 16 GA STUDS 6" X 20 GA TRACK 6" X 18 GA TRACK 6" X 16 GA TRACK 0.201 0.285 0.385 0.174 0.245 0.332 0.282 0.363 0.533 0.199 0.285 0.374 0.504 0.642 0.927 0.331 0.519 0.714 0.415 0.536 0.661 0.384 0.531 0.705 0.572 0.725 1.098 0.480 0.675 0.918 1.513 1.926 2.860 1.291 1.766 2.464 0.215 0.278 0.344 0.212 0.276 0.346 0.241 0.310 0.401 0.225 0.293 0.396 0.301 0.400 0.556 0.294 0.383 0.509 THESE VALUES ARE TAKEN FROM THE SSMA CATALOG ICBO #4943P. ALL TRACKS SHALL BE UNPUNCHED. FLANGE WIDTH IN 1 5/8" 1 5/8" 1 5/8" 1 1/2" 1 1/2" 1 1/2" 1 5/8" 1 5/8" 1 5/8" 1 1/2" 1 1/2" 1 1/2" 1 5/8" 1 5/8" 1 5/8" 1 1/2" 1 1/2" 1 1/2" 8. ALL SHEET METAL SCREWS SHALL CONSIST OF 'DARTS' BRAND SELF - DRILLING / SELF - TAPPING STEEL SCREWS (ICC ER- 5202). INSTALLATION OF SCREWS SHALL BE IN CONFORMANCE WITH ICC REPORT # ER -5202 AND SHALL PROTRUDE THROUGH THE ATTACHED MEMBERS THREE FULL THREADS BEYOND THE ATTACHED MEMBERS. 9. AS A MINIMUM ANCHOR TRACK TO CONCRETE WITH HILTI 0.157" DIAMETER X -U (ICC ESR -2269) LOW VELOCITY POWDER DRIVEN INSERTS © 16" OC OR APPROVED EQUAL. THE INSERTS SHALL HAVE A MINIMUM 1 1/2" EMBEDMENT INTO THE CONCRETE AND SHALL BE LOCATED A MINIMUM 3" FROM ANY CONCRETE EDGE. THE INSERTS SHALL BE PLACED ADJACENT TO EACH WALL STUD AT A MAXIMUM DISTANCE OF 3 ", INSERTS SHALL NOT BE PLACED IN CONCRETE CURBS. 10. CONTRACTOR SHALL COMPLY WITH ALL OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS AND RECOMMENDATIONS. ALL METAL STUDS SHALL HAVE STIFFENED FLANGES. SEE DRAWINGS FOR SPECIFIC DETAILS ON CONNECTIONS, BRACING, BRIDGING, ETC. CONTRACTOR SHALL PROVIDE ALL ACCESSORIES INCLUDING. BUT NOT LIMITED TO, TRACKS, CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBERS USED. 11. ALL METAL STUDS TO BE MANUFACTURED BY MEMBERS OF THE STEEL STUD MANUFACTURER'S ASSOCIATION, SSMA (ICBO #4943P), U.N.O. 12. SEE ARCH FOR INTERIOR METAL STUD FRAMING, TYP, U.N.O. EXPANSION ANCHORS: 1 EXPANSION ANCHORS SHALL BE THE FOLLOWING AS NOTED ON THE DRAWINGS OR ENGINEER APPROVED EQUAL: a. HILTI KWIK BOLT TZ ANCHORS (ICC ESR -1917) INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS OF THE ICC REPORT. EPDXY ANCHORS: 1. EPDXY ANCHORS SHALL BE THE FOLLOWING AS NOTED ON THE DRAWINGS OR ENGINEER APPROVED EQUAL: a. HILTI HIT RE 500 -SD ADHESIVE ANCHORS (ICC ESR -2322) INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS OF THE ICC REPORT STRUCTURAL STEEL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED BY AN APPROVED AND LICENSED FABRICATOR IN ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (LATEST EDITION), AND WITH CHAPTER 22 OF THE CODE. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED BELOW (UNO): a. CONNECTION PLATES, ANGLES, A -36, UNO CHANNELS, WT SHAPES AND MISC. b. TUBE SECTIONS c. BOLTS d. ANCHOR RODS IN CONCRETE AND MASONRY A -500, GRADE B A -325 F -1554, GRADE 36 BOLT HOLES USED IN STEEL SHALL BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, EXCEPT AS NOTED. 4. ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE, SPRAY ON FIREPROOFING, OR ARE ENCASED BY BUILDING FINISH, SHALL BE LEFT UNPAINTED. 5. ALL WELDING IS TO BE DONE BY CERTIFIED WELDERS USING E70XX ELECTRODES (UNO). ALL WELDS SHALL BE IN CONFORMITY WITH THE PROJECT SPECIFICATIONS AND "STRUCTURAL WELDING CODE- STEEL ", AWS 1.1, LATEST REVISION. SEE SPECIAL INSPECTIONS SECTION FOR WELDING INSPECTION REQUIREMENTS. 6. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE, USE MINIMUM SIZE WELDS AS SPECIFIED IN AISC 360 -05 SECTION J2b. 7. ALL EXPOSED STRUCTURAL STEEL AND MISCELLANEOUS METAL SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 8. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR ALL STEEL FOR ARCHITECTS AND STRUCTURAL ENGINEERS REVIEW AND APPROVAL BEFORE FABRICATION. 9. THE USE OF E70T -4 WELDING WIRE IS NOT PERMITTED. 10. ALL WELD FILLER MATERIAL SPECIFIED AS "NOTCH TOUGH" SHALL HAVE A MINIMUM CHARPY -V NOTCH (CVN) VALUE OF 20 FT -LBS AT A TEMPERATURE OF -20' F. 11. DISCONTINUITIES IN WELD CREATED BY ERRORS OR BY FABRICATION OR ERECTION OPERATIONS, SUCH AS TACK WELDS, ERECTION AIDS, AIR ARC GOUGING AND FLAME CUTTING, SHALL BE REPAIRED AS REQUIRED BY THE ENGINEER OF RECORD. SPECIAL INSPECTIONS 1. ALL SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1704 OF THE CODE AND ANY ADDITIONAL REQUIREMENTS STATED IN THESE DRAWINGS AND /OR THE PROJECT SPECIFICATIONS, OR AS REQUIRED BY THE ENGINEER OF RECORD. 2. THE FOLLOWING ELEMENTS OF CONSTRUCTION SHALL HAVE CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR APPROVED BY THE CITY OF TUKWILA: a. ALL BOLTS AND OTHER ANCHORS INSTALLED IN CONCRETE OR MASONRY INCLUDING EXPANSION AND EPDXY TYPE ANCHORS. b. ALL FIELD STRUCTURAL STEEL WELDING. STRUCTURAL OBSERVATION: 1. THE STRUCTURAL ENGINEER OF RECORD OR ONE OF HIS /HER QUALIFIED REPRESENTATIVES IS REQUIRED TO PERFORM PERIODIC STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 1709 OF THE CODE. THE CONTRACTOR IS RESPONSIBLE FOR FACILITATING A TIMELY AND SAFE ACCESS TO THE STRUCTURAL ELEMENTS TO BE OBSERVED. . STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATION. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR OR THE PROJECT INSPECTOR. 3. IN GENERAL, THE STRUCTURAL OBSERVER IS REQUIRED TO PERFORM SITE VISITS AT THOSE STEPS IN THE PROGRESS OF THE WORK THAT ALLOW FOR CORRECTION OF DEFICIENCIES WITHOUT SUBSTANTIAL EFFORT FOR UNCOVERING OF THE WORK INVOLVED. AT A MINIMUM, THE FOLLOWING SIGNIFICANT CONSTRUCTION STAGES REQUIRE A SITE VISIT AND AN OBSERVATION REPORT FROM THE STRUCTURAL ENGINEER: A) PERIODIC OBSERVATION OF METAL STUD FRAMING. B) STEEL ERECTION. 4. THE STRUCTURAL OBSERVER SHALL PREPARE A REPORT FOR EACH SIGNIFICANT STAGE OF CONSTRUCTION OBSERVED. A COPY OF THE OBSERVATION REPORT SHALL BE SENT TO OWNER, CONTRACTOR, AND PROJECT INSPECTOR. REVISIO O.LL bto GENERAL 1 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE, OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES: 2009 INTERNATIONAL BUILDING CODE, REFERRED TO HERE AS "THE CODE ", AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES & STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: a. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED. b. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON- BEARING PARTITIONS. c. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. d. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN. e. FLOOR AND ROOF FINISHES. f. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: a. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC„ EXCEPT AS SHOWN OR NOTED. b. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES. c. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS. 7 THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 8. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. FOR ANY FURTHER RESTRICTIONS ON OPENINGS IN STRUCTURAL ELEMENTS, SEE APPLICABLE SECTIONS BELOW. 9. CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. NO PIPES SHALL BE BE EMBEDDED IN STRUCTURAL CONCRETE. 10. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 11. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND /OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. DESIGN LOADS 1. FLOOR AND ROOF LIVE LOADS: A. LIVE LOADS ROOF RETAIL FLOOR AREA 2. SNOW LOADS: SNOW LOADS ARE IN ACCORDANCE WITH SECTION 1608 OF THE CODE. GROUND SNOW LOAD, Pg = ZERO 3. WIND LOADS: WIND LOADS ARE IN ACCORDANCE WITH SECTION 1609 OF THE CODE. WORK IS INTERIOR THEREFORE WIND LOADS ARE NOT APPLICABLE 4. EARTHQUAKE LOADS ON NONSTRUCTURAL COMPONENTS: EARTHQUAKE LOADS ARE IN ACCORDANCE WITH SECTION 1613 OF THE CODE. Ip = 1.0 FOR ALL NONSTRUCTURAL COMPONENTS EARTHQUAKE LOADS ON NONSTRUCTURAL COMPONENTS, SHALL BE DETERMINED IN ACCORDANCE WITH THE FOLLOWING PROCEDURE: CALCULATE Fp BASED ON ASCE 7 -05 EQUATION 13.3 -1 USING THE VALUE OF Sim = 0.95. THE MAXIMUM AND MINIMUM VALUES FOR Fp SHALL BE DETERMINED FROM ASCE 7 -05 EQUATIONS 13.3 -2 AND 13.3 -3, RESPECTIVELY. ALL EARTHQUAKE LOADS ON NONSTRUCTURAL COMPONENTS SHALL BE BASED ON THE VALUES OF a AND Rp FROM ASCE 7 -05 TABLES 13.5 -1 AND 13.6 -1. 5 FLOOD DESIGN DATA: THE PROJECT IS NOT LOCATED WITHIN A FLOOD HAZARD AREA. 25 PSF (SNOW N.R.) 100 PSF (REDUCIBLE) 1 TREVIEWED FOR CODE COMPLIANCE A PDDAVED MAR 09 2011 City of Tukwila BUILDING DIVISION RECEIVED FEB 18 2011 PERMITCENTER MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter MaII Tukwila, WA 98188 T S C • D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesIgn.com R.H. (Hank) Sweers II Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614-839-4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626-585-2931 Hennessy Design LLC LIGHTING DESIGNER. 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions 01 02.14.11 BULLETIN #2 By TSC th T 5 C• D E 5 1 G N l5anniversary Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprletor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 MNConsulting Engineers 6080 Center Drive, Sulte 300 Los Angeles, Callfomla 90045 (310) 665 -1536 Fax (310) 665 -9070 Drawing Title: STRUCTURAL GENERAL NOTES Project No: 10258.01 Drawn By: WM Checked By: IK Scale: Permit #: D10 -322 Drawing Number 5 -100 02 of 7 0 N N 00 0 cn U 0 0 1 4 E 0 E 0 0 a) 0) E oQ) N m C v °� Ev co O I -(J) °N° v y) O ~I 00 Oho O N Y iri w LL 10258_Xref_I (E) W16x26 48' 0" 24' -0" 24' -0" (E) CONC COL, F TYP * cif o (N) HSS10x 1/S302 FOR BA 1 SEE 2/S302 FOR BASE PL TYP CD (2) LOCATIONS NGLES PER 4/S -3 (E) W16x31 (E) W16x40 4 "x 18 GA WALL STUDS BELOW, TYP N (N) METAL STUD WALL BELOW PER ARCH, TYP N NGLES PER 4/S SEE 2/S302 FOR BASE PL (N) HSS1Ox4x1 /4. SEE 1/S302 FOR BA PL NORTH REVISION NO:� p10 -3Zz PLAN NOTES: REVIEWED RA-- CODECOMPLIANCE APDDAVED MAR 092011 City of Tukwila BUILDING DIVISION 1. EXISTING CONDITIONS SHOWN ARE BASED ON LIMITED AVAILABLE AS -BUILT DOCUMENTATION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL ACTUAL CONDITIONS. DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO START OF WORK. 2 ELEMENTS SHOWN SCREENED BACK ARE EXISTING ELEMENTS WHICH ARE TO REMAIN, UNO. ELEMENTS SHOWN DARK ARE NEW ELEMENTS. 3. SEE SHEET S- 001 FOR STRUCTURAL GENERAL NOTES. 4. SEE S -300 SERIES OF SHEETS FOR METAL STUD DETAILS. 5. SEE ARCHITECTURAL FOR EXACT DIMENSIONS AND ELEVATIONS. SEE ARCHITECTURAL FOR OPENINGS, CURBS, ETC., AND ALL LOCATIONS OF OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. 6. SEE ARCHITECTURAL FOR ALL PARTITION WALL AND SOFFIT FINISHES. RECEIVED 7. SEE DETAIL 7/S -300 FOR METAL STUD BACKING AT WALL MOUNTED ITEMS, FEB 8 2011 TYPICAL, UNO. PERMITCENTEF MICHAEL KORS WESTFI ELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C• D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614-839-4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626 -585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions 01 02.14.11 BULLETIN f2 By TSC l5anniversary th T S C• D S G N Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License 0 7887 Current License Expires: 06 / 06 / 2011 Consulting Engineers 6080 Center Drive, Suite 300 Los Angeles, California 90045 (310) 665 -1536 Fax (310) 665 -9070 Drawing Title: FLOOR PLAN Project No: Drawn By: Checked By: Scale: 10258.01 WM IK Permit #: D10 -322 Drawing Number S -200 0-5of7 v C; I c N 0 v 0 0, c� L 0 I 4 00 0 E v 0) 1 N N Y.. Tt, .) m 0 v a) - E C_) O 0 I .- ° cn +. I CV ° o ~- I O �O O N ow EL EC PROVIDE 18GA AT BACKING WALL V\ DOUBLE STUDS ° 7 0 ° (3) SCREWS WALL MOUNTED #12x1/2" ° @ 0 0 ° LOW EA - PROFILE STUD TYP ITEMS HEAD 6 0 / "x16GA NOTCH o a TRACK OVER - STUDS - 1 Aik STUDS PER SCHED + HILN II — HORIZ TRACK BLOCKING 20 GA MIN, 2" FLANGE ® EA END OF WALLS & © 8' -0" OC MAX BLKG SIZE SAME AS WALL STUDS. CUT TRACK FLANGES AND BEND WEB TO FORM A 4" OVERLAP. S-301 S -® TOP TRACK BOTTOM OF (E) DECK � WALL STUD BACKING PER DETAIL 7/- HORIZ WALL BRACING WHERE IT OCCURS PER DETAIL 4/- ON WHERE ANY NO (2) #10 SCREWS EA SIDE, TYP u' ++ + N. —� T.O. (E) CONCRETE (E) S.O.G. OCCURS - TYP & .. (1) #10 SCREWS EA STUDS 1 1 20 GA HORIZ + I II k.NN + /2" x STRAP CONT ® 4' -0" OC MAX CONTRACTOR TO ENSURE STRAP IN TENSION PRIOR TO INSTALL N. -----N. WINDOW _, V DOOR \ el (3) #10 SCREWS BETWEEN STUDS PROVIDE STRAP WHERE NO SHEATHING OCCURS © STUDS. EA SIDE TYP STRAP OPTION �41/4.- 3 A 1 Y" COLD - ROLLED CHANNEL CONT CO 11 ' / r 6 8' -6" MAX B NOTES: (150 LBS TO 300 LBS) 8' -6" MAX _ VERTICAL WALL STUDS PER PLAN, TYP BOTTOM TRACK NOTES: 6 "x16GA NOTCH BACKING OF STUD/ TRACK TRACK OVER THE STUDS TRACK HUNG DOUBLE TO - 0 o / SHALL EXTEND ITEM BY STUD SPACING. (3) STUDS/ WALL A DOUBLE MOUNTED MINIMUM PAST ATTACH STUDS o o EACH END OF ONE BACKING MINIMUM. 3) #12x1 SCREWS ITEMS 2 @ EA �+ ° 0 LOW- PROFILE STUD PROVIDE 18GA WALL STUDS AT BACKING HEAD TYP 1. ALL METAL STUD FRAMING SHALL BE IN COMPLIANCE WITH SSMA- STEEL' STUD MANUFACTURER'S ASSOCIATION (ICBO ER- 4943P), U.N.O. 2. SEE METAL STUD NOTES ON SHEET S -100 FOR MINIMUM SECTION PROPERTIES. 3. SEE ARCH FOR EXACT SIZE AND LOCATION OF WALL OPENINGS. 4. SEE DETAILS 5/- FOR ANCHORAGE AT ENDS & CORNERS OF WALLS. 5. ALL WALL STUDS SHALL HAVE 1 5/8" FLANGES U.N.O. 6: WALL STUD SPACING IS 16" OC, TYPICAL, UNO. 48 " O.C. MAX �• 1r A SECTION It\ IC (2) #10 SCREWS 1 1/2" COLD- ROLLED CHANNEL OR L1 1/2x1 1/2x16 GA CLIP 1/4" SHORTER THAN WALL STUD WIDTH BRIDGING OPTION A 1"=1'-0" SCALE METAL STUD BRIDGING DETAILS 1 " =1' -o" 4. TYPICAL INTERIOR STUD WALL FRAMING NTS #10 SMS, TYP 2" MAX AT TYP STUD TYP STUD -lti- I I I° ( DOUBLE STUD / AT JAMB TO - N P TYP DBL STUDS "t ' y� 2' NO � V END OF WALLS 2 TRACK ANCHORS 41 n O LIB , o MULTIPLE STUD BOT TRACK TRACK ANCHORS PER 6/- L1 2) #10 SMS 0 EACH STUD /JAMB (3) TRACK ANCHORS PER 6/- AT MULTIPLE STUD PER 1/2 x 1 1/2 x 16 GA x / / " EACH LEG (3)TOP &SBOT #10 SMS, 16GA BOT TRACK (3) 6/- AT CORNER JAMBS TYP WALL STUD STUD TYPICAL TRACK ANCHORAGE PER 6/- - - - EA SIDE 4x18 GA C -STUD EACH SIDE IC 2 12 (4) #10 SMS — EA SIDE I I I I jP-- CUT FLANGES OF VERT �' o 18GA TRACK - 1 1/2" JAMB STUD FLANGE W/ #10 SMS ® B 6 OC EACH SIDE - T &B BOT TRACK #10 SMS 16 "OC AT - TYP PER 6/- C -STUD AND ATTACH WEB MULTIPLE STUDS AT JAMB EA SIDE 150 LBS - MAX ( ) CORNER STUDS TYPICAL TRACK 0 SECTION B SECTION A ELEVATION o ANCHORAGE TYP WALL STUD METAL STUD BACKING DETAILS 1n =1' -o" 7 TYPICAL WALL CORNER FRAMING - PLAN VIEW 11/2..1'-a- 5 HEADER AT JAMB DETAIL i 1/2 " =1' -0" REVIEWED FOR 2 *PDQA V FO MAR 0 9 all .� Of TUI Ia ' III I I I DOUBLE STUD AT JAMB METAL STUDS (2) 0.157"O HILTI X-U �� CD EA STUD (ONE EA SIDE) W/ 1Y2 MIN EMBED (ICC ESR -2269) CONT BOTTOM TRACK PER PLAN W/ #10 L1 1 /2.. W/ (3) x SMS GA EACH LEG -TOP & BOT 18GA C -STUD INSIDE #10 SMS, 18GA TRACK W/ 1 1/2" BUILDING 1 BUILDING DIVISION - PER PLAN LJ 1 EA SIDE FLANGE W/ #10 SMS ® 6" OC EACH SIDE (E) CONC S.O.G. SMS THRU EA FLANGE AT EA STUD �_ =� _ IC 212 RECEIVED 18 2011 SMS J 411 —LI� CLEVATION ELEVATION (2) #10 @ EA STUD 18GA TOP TRACK NOTES: JAMB STUD C -STUD C -STUD SECTION p SEV ®- �---�° 1. SEE DETAIL 5/- FOR ANCHORAGE AT ENDS & CORNERS OF WALLS. A PITCENTEI TYPICAL BOTTOM TRACK ANCHORAGE 1 1/2 " =1' -0" 6 SILL AT JAMB DETAIL 1/2 " =1' -O" 3 MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C • D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers II Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614-839-4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626-585-2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions 01 02.14.11 BULLETIN #2 By TSC 15th T S C• D E S 1 G N Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs @sweersarch.com Washington Architect license # 7887 Current License Expires: 06 / 06 / 2011 MNConsulting Engineers 6080 Center Drive, Suite 300 Los Angeles, Califomia 90045 (310) 665 -1536 Fax (310) 665 -9070 Drawing Title: TYPICAL METAL STUD DETAILS Project No: 10258.01 Drawn By: WM Checked By: IK Scale: Permit #: D10 -322 Drawing Number 5 -300 04 of 7 CO N v 0 U t 0 E e E 0 0 : E NU] 0 a) LE(.) U d� moo= I •— (f) C■1 0- poi N 2 c c-4 a Ez O_ MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C• D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614-839-4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626-585-2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions 01 02.14.11 BULLETIN j2 By TSC th T S C• D E S I G N 15anniv r e sa Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs @sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 MrElConsulting Engineers 6080 Center Drive, Suite 300 Los Angeles, California 90045 (310) 665 -1536 Fax (310) 665 -9070 Drawing Title: TYPICAL METAL STUD DETAILS Project No: 10258.01 Drawn By: WM Checked By: IK Scale: Permit #: D10 -322 Drawing Number S -301 05 of 7 (2) 0.157"O HILTI (E) DECK WITH CONC FILL 'X- U'®EA STUD - 1 1/2" MIN EMBED (2) #10 SMS 0 EA STUD "95 'X (E) STEEL MEMBER (2) 0.157 HILTI -U' ® (E) DECK WITH ESR EA DECK FLUTE 1 1/2" MIN CONC FILL (ICC -2269) FIRE PROOFING EMBED (ICC ESR -2269) (E) STEEL MEMBER (E) STEEL MEMBER 1" MIN 3/4" /" 16 GA Z -CLIP 111 I 1/82 -12 2 0.157"0 x 1" HILTI 'X ' -- �- ®16" OC 4. .: ; ��... STUD - (1) EA SIDE " SLIP 1 DETAIL TRACK PER 2/ -, TYP STUD PLAN, TYP FILL �u� (ICC ESR -2269) PL 16 GA x CONT 1 MIN A. " 2 1" 1" 1" 1/8 (2) # 10 CO EA STUD " V 3 MIN SMS jer je WALL PER 1/8 /2-12 — — — STEEL MEMBER STEEL ME E, , ER STEEL MEMBER METAL DECK W/ CONC FILL METAL DECK W/ CONC 0 THICKNESS GREATER THAN 3/4" D THICKNESS LESS THAN 3/4" WITH FIREPROOFING B FLUTES PERPENDICULAR TO WALL A FLUTES PARALLEL TO WALL TYPICAL INTERIOR TOP DEFLECTION TRACK ANCHORAGE 1 1/2 " =1' -o" AT A #12 SMS ® 12" OC 0 Q D O O 16 0� 0 0 GA CONT (_r7A_P, 0 j TYP EA SIDE HSS POST PER PLAN 12" MIN r MOUNTING INTERIOR 18 GA TRACK W/ 1 1/2" FLANGE & SIZE TO MATCH WALL STUDS, TYP EA SIDE OF STUD WALL � PLATE & RODS PER HANGER FIXTURE MFR C + ± + - o + 1 I I +I SCALE: 10 SMS 3 " =1' -0° A ._) SMS EA SIDE PER A/- l %�, . N O 0 o 0 w 0 „ SLOTTED TRACK 'REVIEWED FOR CODE COMPLIANCE ADDIN ED ' MAR O �U11 1 •H® 1 1 4 "x 18 GA STUD BLOCK BELOW l +I 1 +I TRACK PER A/- HSS POST PER PLAN C -- + + + + PL Y4" ATTACH TO I 04. B (2) ADJACENT STUDS W/ (4) #12 SMS AT EA END AND (4) #12 SMS TO STUD BLOCK BELOW 12" OC EA SIDE END OF STUD WALL , , - 18 GA TRACK W/ 2" FLANGE &SIZE MATCH WALL STUDS S SLIPTRACK PER ESR 1042 City T Tukwila BUILDING DIVISION SLOTTED TOP TRACK DETAIL NTS 2 AT END OF STUD WALL F STUD PER SECTION, TYP (E) DECK WITH CONC (4) 0.1571'0 HILTI 1 1 /2" MIN EMBED EACH FLUTE FILL 'X -U' W/ A PLAN VIEW SCALE: 3 " =1' -0„ (E) DECK WITH CONC FILL (4) 0.157 "0 HILTI 'X -U' W/ PLATE A/- 1 8 \ / TYP) 2 3x3x 16 GA CLIP W/ (2) #10 SMS TO EA STUD, TYP 1/8 2 METAL STUDS SECTION, TYP , PER S 1 1 /2" MIN EMBED (2) MOUNTING PLATE & PER PER A/- RODS (3) #10 SMS . a. ° . E °. • d _ TYP ®EA END — II— -- — OF STUD BLOCK - -- -- r , _. /+ __,,, `� /+ ;'i;» /' STUD PER STUD BLOCK PER S ��s.1 I I I I ' -,�' ' SECTION TYP ' A/- CUT FLANGES & BEND WEB AT EA END FOR CONN SECTION (4) #10 SMS ,,'' B ,, ,,�'� (4) #10 SMS � ' / L2x4x 16 GA �' L 2 x 4 x 16 GA �'� x 1' -6" LONG ,,'' x 1 LONG ,, ' ,. , ,, ,- '" '� STUD BRACE PER PLAN, RECEIVE TYP FEB 18 2011 METAL DECK. PERMIT CENTER METAL DECK W/ CONC FILL W/ CONC FILL B ,' + + - A L 4 - - -- HSS BEAM PER PLAN _ ,. NOTES: 0 SCALE :1 1/2 " =1' -0" FLUTES PARALLEL TO BRACE A FLUTES PERPENDICULAR TO BRACE 1. SEE ARCH FOR EXACT LOCATIONS OF HANGING FIXTURES. HANGER FIXTURE SUPPORT DETAIL i 1/2 " =1' -0" 5 METAL STUD TRACK TO HSS AS NOTED 4. TYPICAL BRACE ANCHORAGE DETAIL AT (E) DECK 1 1/2 " =1' -o" 3 MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C• D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614-839-4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626-585-2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions 01 02.14.11 BULLETIN j2 By TSC th T S C• D E S I G N 15anniv r e sa Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs @sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 MrElConsulting Engineers 6080 Center Drive, Suite 300 Los Angeles, California 90045 (310) 665 -1536 Fax (310) 665 -9070 Drawing Title: TYPICAL METAL STUD DETAILS Project No: 10258.01 Drawn By: WM Checked By: IK Scale: Permit #: D10 -322 Drawing Number S -301 05 of 7 T &B 1 /4 1 /4 SECTION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SCALE: 1 1 /2 " =1' -O" I� HSS BEAM PER PLAN 1/4" CAP PL HSS POST PER PLAN HSS BM TO POST CONNECTION 1 1/2"=1 -0" (E) Wx BM PER PLAN, TIP 24 DO NOT WELD HSS BEAM PER PLAN 3/16 3/16 V L3x3x 1 /4 3/16 HSS POST PER PLAN (E) CONC SOG HSS POST PER PLAN /2" HIGH STRENGTH, NON- SHRINK GROUT BASE PLATE 1/2" W/ (2) 3/4" HILTI KB -TZ W/ 6" EMBED SECTION SCALE: 3 " =1 ' -O" NOTES: DO NOT DAMAGE (E) REBARS. PLAN VIEW SCALE: 3 " =1' -0" tn N 0 2 = 0 ZZ U U HSS POST BASE PLATE 3 " =1' -O" HSS BM TO POST CONNECTION 1 1/2"=1 -0" REVISION boo-ft-1)3-2- (E) CONC SOG HSS POST PER PLAN 110111 I Iul % !r %/ / / // /idPZI '.teeTIM A /. 4 '4 0 .44 4. 4' aze ,4 • 1/2" HIGH STRENGTH, NON- SHRINK GROUT 4 4 . .4 11 /f ICI m- , 4 w SECTION SCALE: 3 " =1' -O" (2) 3/4" HILTI KB -TZ W/ 6" EMBED 1/4 V BASE PLATE 1/2" SCALE: 3 " =1' -O" REVIEWED FOR CODE COMPLIANCE Ap :Rfl /Fn MAR 092uii City of Tukwila BUILDING DIVISION RECEIVED FEB 18 2011 PERMIT CENTER HSS POST BASE PLATE 3 " =1' -0" MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila. WA 98188 T 5 C • D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614 -839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626-585-2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions 01 02.14.11 BULI.EI1N 12 By TSC th T S nniversary C• D E S 1 G N 15a Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS I1, Proprietor RH SWEERS ARCHITECT rhs@sweersarch,com Washington Architect license # 7887 Current License Expires: 06 / 06 / 2011 faZg Consulting Engineers 6080 Center Drive, Suite 300 Los Angeles, Califomia 90045 (310) 665 -1536 Fax (310) 665 -9070 Drawing Title: STEEL DETAILS Project No: Drawn By: Checked By: Scale: 10258.01 WM IK Permit #: D10 -322 Drawing Number 5 -302 .06 of7 0 cn oo N Ca Ca v v iy Q) 0 V) 1 4 E 0 E 0 Q) 0, J Q 3 a� iv Q) CO C 0 �E o I .— vf oo - JD ro CD moo d- N o p N� N Y � +� W EL- >< 24 LEASE LINE 24 SUSP. PER LEASE LINE 4" x 18 GA STUD BRACE 10 4' -0" OC 24 I 18 GA TRACK SUSP. PE 4 "x18 GA ® 16" OC, RODS FOR FIXTURE P: (MAX WEIG FIXTURE = LEASE LINE (N) HSS 4x10 BM PER PLAN, TYP 4C "x18 (4) #10 SMS, -30 TYP (UNO) A 3 1/2 GA METAL ST r` r l ,' "' `� Iv r x (E) Wx BM > qiiEgottr I 1 s3' ti ,4.. Ilia — — liar ►- '1 , , ■ - — �I 4 I ` ir I , `�' 1/ _ 8 3 12 , J- , � 4 / l BLADE SIGN PER ARCH WHERE OCCURS, CONNECTION TO METAL STUD BACKING PER -0" MAX / HANGING ARCH Ij■ ; if ; 4 "x18 GA DIAGONAL STUD W/ (2) #10 SMS TO EA STUD ,.�� ,r ma`'`y i -` 0 . -30 �f � �+ , � i !� ,. SIGN MANUF (MAX WT = 50 #) METAL STUD BACKING PER 7/S -300 0 TOP & BOT OF BLADE SIGN # - 4C ; RODS FOR FIXTURE PER MAX WT. =300# -30 SIM �_ �- IN Ir (N) METAL STUD FRAMING, TY P ti __ ,A. �' �. - + i • 4" x 18 GA STUD BRACE ®4' -0" OC __. �..._._ ... ....... _ = ARCH 4 "x18 GA DIAGONAL STUD W/ (2) #10 SMS TO EA STUD t._._ .—I ARCH 5 L2x2x16 GA CONT 4x1$ GA DIAGONAL #10 SMS STAGGER W/ #10 SMS THRU EA LEG ®EA STUD, TYP "x18 STUD W/ (2) #10 SMS © �� OC HEADER PER 2/S -300 ETAL STUD -30 TYP TO EA STUD q " , (UNO) HANGING R ARCH, TYP T OF HANGING 4 GA CHANNEL, TYP W/ (2) #10 SMS TO EA STUD WT. =300# WINDOW PER ARCH PIECE OF 4" STUDS , TRACK /CHANNEL PER 7/S -300 RECESSED SECURITY PER GATE TRACK ARCH 100 PLF) MAX (N) METAL STUD FRAMING STAGGER SCREWS GYP CEILING PER ARC SECTION WINDOW PER ARCH WALL STUD PER ARCH SILL PER 3/S -300 (N) METAL STUD FRAMING J- A SCALE: 1 1 /2" =1 ' -0" ' x 's °, I TYP -30� (I\ TYP -300 �' r OP''.. I IR.I? I r _. ,..,,. e i l 1 -11 ■11-11-�-i., ir Il�- IL-�I. t BENISION 1A11 IT=iI �! 1 *NM a1 =". -11 1 WIN il. WW1 4" 18 GA t10.• - x STUD BRACE CAD 4' -0" OC - RECEIVED REVIEWED FOR CODE COMPLIANCE AmoriVFD PERMITCENTER MAR 0 9 2011 2011 FEB 18 20i .) 3 City of Tukwila BUILDING DIVISION 22_ NOTES: 1. SEE ARCH FOR WALL AND SOFFIT FINISHES. 2. SEE SHEETS S300 AND S301 FOR TYPICAL METAL STUD DETAILS. 3. SEE ARCH TO ATTACHMENT OF NON- STRUCTURAL ELEMENTS &FINISHES. NOTE: FOR BALANCE OF INFORMATION SEE 1/- . NOTE: FOR BALANCE OF INFORMATION SEE 1 / -. SECTION 3/4 " =1' -0" 3 SECTION 3/4 " =1' —o" 2 SECTION 3/4 " =1' -op MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C• D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers II Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614-839-4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626 - 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions 01 02.14.11 BULLETIN ff 2 By TSC th T S nniversary C• D E S I G N 15a Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs @sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 ERINConsulting Engineers 6080 Center Drive, Suite 300 Los Angeles, California 90045 (310) 665 -1536 Fax (310) 665 -9070 Drawing Title: METAL STUD SECTIONS Project No: 10258.01 Drawn By: WM Checked By: IK Scale: Permit #: D10 -322 Drawing Number S-400 o7of7. PROJECT INFORMATION PROJECT DIRECTORY MICHAEL KORS WESTFIELD SOUTHCENTER 515 SOUTHCENTER MALL, TUKWILA. WA 98188 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. LOCATION. MAP SITE MAP - 1ST FLOOR 4e. fFsdxt,J {1St 0, WESTFIELD SOUTHCENTER 515 SOUTHCENTER MALL TUKWILA WA 98188 is di R34 MICHAEL KORS ARE OF WORK lflI AREA OF WORK ... c, c tye£� :fit t SeVigIRS 01..4 h.r U.• ' 'E. r. aC�s't 3_00 g PROJECT ADDRESS: MICHAEL KORS ® WESTFIELD SOUTHCENTER MALL WESTFIELD SOUTHCENTER — SPACE #672, 515 SOUTHCENTER MALL, TUKWILA WA 98188 NUMBER OF STORIES 2 OF PROJECT: GROUP TYPE "M- COVERED MALL" (NO CHANGE IN USE) 4 .) ' CODES: UCTION TYPE IIB UNPROTECTED, NON — COMBOSTABLE It00,, INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS r 6 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON SATE AMENDMENTS ,16 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS . , INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS 00; WASHINGTON STATE ENERGY CODE • • NATIONAL ELECTRICAL CODE s OA& OF WORK INTERIOR . - e STING 1,: 1 t .F. (AS PER LOD DATED 06.01.2010) DEMISED RETAIL TENANT SPACE WITHIN EXISTING SHOPPING MALL. WORK INCLUDES NEW STORE FRONT & SIGNAGE, NEW CEILINGS, NON —LOAD BEARING PARTITIONS, LIGHTING, MILLWORK, HVAC, NEW RESTROOM & STORE FIXTURES. 1. THIS WORK IS FILED TO SHOW TENANT LAYOUT ONLY. 2. SEPARATE PLAN CHECK, .PLANS, & PERMIT(S) IS /ARE REQUIRED FOR SIGNS, FIRE SPRINKLER SYSTEMS, RACKS OVER 8' HIGH & EACH SEPARATE STRUCTURE. 3. NO CHANGE IN USE OR OCCUPANCY OR EGRESS 4. THE ENTIRE SPACE IS SPRINKLERED AND FILED UNDER SEPARATE APPLICATION. 5. THE ENTIRE FLOOR AREA SHALL BE MECHANICALLY VENTILATED AS PER. THE BUILDING CODE. 6. DOORS 6.A. ALL NEW DOORS SHALL BE INCOMBUSTIBLE AND A MINIMUM OF 3' -0" WIDE UNLESS OTHERWISE NOTED 6.B. ALL NEW DOOR HARDWARE IS TO BE HANDICAPPED USEABLE. 7. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE. PLAN AT THE JOB SITE BEFORE COMMENCING ANY WORK. 8. NO WORK AT SITE TO COMMENCE UNTIL PLAN HAS BEEN APPROVED AND PERMIT ISSUED BY THE DEPARTMENT OF BUILDINGS. 9. ALL TRIM OPENINGS SHALL BE 3' -0" MINIMUM. 10. THE TENANT IS REQUIRED TO MAKE A SEPARATE SUBMITTAL FOR THEIR SIGNAGE PLANS TO THE BUILDING & SAFETY & SECURE A SEPARATE PERMIT PRIOR TO INSTALLATION. EXTERIOR BUILDING SIGNS REQUIRE P ' L NING DEPARTMENT APPROVAL. A EC is CA GN U BEAR L LAB 11. ONLY FIRE RETARDANT WOOD & PLYWOOD ARE PERMITTED IN THE MALL INCLUDING BACKINGS ETC 12. ALL MATERIALS NSTALLED SHALL BE MINIMUM OF CLASS C ". 13. COORDINATE ALL FIRE SPRINKLER WORK WITH MALL APPROVED FIRE SPRINKLER CONTRACTOR. 14. TENANT TO PROVIDE LANDLORD A MASER KEY WITH ADEQUATE LABELING. FILE COPY Permit No. Plan review approval is subject to errors and omissions. approval of construction documents does not authorize the violation of any adopted code or ordinnn ed of is approved Field .. ti and cones City Of Itt Ila BUILDING DIVISION D10 -3Z2 MICHAEL KORS STORE DESIGN: MICHAEL ZENIUCH 11 WEST 42nd STREET NEW YORK, NY 10036 T: (212) 201 -8233 F: (646) 354 -4833 E: michael.zeniuch ®michaelkors.com CONSTRUCTION PROJECT MANAGER NICOLE LANZALOTTO 11 WEST 42nd STREET NEW YORK, NY 10036 T: (212) 201 -8255 F: (646) 354 -4803 E: vinnie,brediceOmichaelkors.com LANDLORD/ TENANT COORDINATOR DANYULE W. BRAKUS WESTFIELD, LLC 2800 SOUTHCENTER SEATTLE, WA 98188 T: (206) 802 -6070 (OFFICE) T: (213) 399 -0959 (MOBILE) F: (310) 389 -5702 E: dbrakus ®us.westfield.com M— ENGINEERING CRAIG HOUSEHOLDER 750 BROOKSEDGE BLVD WESTERVILLE, OH 43081 T: (614) 839 -4639 F: (614) 839 -2222 E: chouseholder ®mengineering.us.com TSC DESIGN IVAN KAM 275 SEVENTH AVENUE, 19th FLR NEW YORK NY 10001 T: (212) 213 -4595 F: (212) 213 -8237 E: ivan.kam ®tscdesign.com SEISMIC CEILING BRACE 7/8' METAL HAT CHANNELS ATT 16' O.C. PERPENDICULAR TO C.R. CHANNELS. 5 8' •X' G TY 1 BPE OARD WITH TAPED JOINTS SANDED 9100T11 8 GA. VERTICAL HANGER WIRE 0 48' O.C. EACH WAY. ANCHOR TO STRUCTURE ABOVE 1/2' EMT. COMP. STRUCTURE TIGHT TO STRUCTURE ABOVE COMPRESSION STRUT REQ.'D 0 EACH SEISMATIC RESTRAINT 12' -0" O.C. EACH WAY. 3/4" EMT DRILL 5 32 HOLE FOR 1 8' BOLT & LOCK NUT CENNG IS REVIEWED FOR CODE COMPLIANCE APPRflVFD JAN 2 0 2011 vv dr,' City of 'la _BUILDIN VISION (4 8 GA., 45 SPLAY WIRES AT EVERY STRUT 12' -0' O.C. EACH DIRECTION 1 1 2' C.R. CH NEL AT 48' NOTES: o.c. 1. SURFACE OR PENDENT FIXTURES MUST BE INDEPENDENTLY SUPPORTED FROM 1 -1/2" BLACK IRON CHANNELS, OR FROM FLOOR OR ROOF CONSTRUCTION. 2. THE TOTAL WEIGHT OF A LIGHT FIXTURE AND OTHER EQUIPMENT (AIR BOXES, ETC.) AND CEILING MATERIAL SUPPORTED BY THE CEILING T MUST NOT EXCEED THE ALLOWABLE DEFLECTION OF 1/360 OF ITS SPAN. DEFLECTION DATA MUST BE FURNISHED AND CERTIFIED BY THE MANUFACTURER. A . TYPICAL BLACK IRON HUNG CEILING SUSPENSION SYSTEM DRAWING LIST • NEW ISSUE REVISED ISSUE O ISSUED NO CHANGE, FOR INFORMATION ONLY ® REVISED, ISSUE IN SKETCH FORM ARCHITECTURAL SCHEMATIC SET CC) 0 0 CD CD 01 A -000 02 A -001 03 A -002 04 A -003 05 A -004 KEYPLAN, BLDG. DEPT. NOTES AND DRAWING LIST RESPONSIBILITY & FINISH SCHEDULE DOOR & HARDWARE SCHEDULE & FLOOR TRANSITION DETAILS STANDARD MOUNTING HEIGHTS, ADA DESIGN GUIDELINES OVERALL & ENLARGED SITE PLAN 06 07 DM -100 DEMOLITION PLAN A -100 BARRICADE PLAN 08 • • • A -101 CONSTRUCTION PLAN • 09 A -111 ENLARGED DIMENSION PLAN • 10 A -102 REFLECTED CEILING PLAN & NOTES • 11 A -112 ENLARGED RCP DIMENSION PLAN • 12 A -103 POWER /COMMUNICATION & SECURITY PLAN 13 • A -104 FIXTURE PLAN • 14 A -105 FINISH PLAN 15 A -200 • INTERIOR ELEVATIONS • 16 A -201 FITTING ROOM PLAN AND MILLWORK DETAILS 17 A -202 18 A -203 19 A -300 20 A -301 21 A -302 22 A -400 EGRESS PLAN & OCCUPANCY LOAD CALCULATION TENANT IMPROVEMENT NOTES 23 A -500 24 A -501 25 A -502 PATH OF EGRESS — 44" WIDE OCCUPANT LOAD CALCULATION Date SALES FLOOR SQ. FOOTAGE OCC. LOAD FACTOR OCC. LOAD 1,361 SQ.FT 1 :30 44 ' ..I STOCKRM SQ, FOOTAGE OCC, LOAD FACTOR 1 . 370 SQ.FT 1:300 ' RESTRM SQ. FOOTAGE OCC. LOAD FACTOR 1 51 SQ.FT 1:300 TOTAL MK SPACE 1,782 SQ.FT 46 OCCUPANTS — — — — — PATH OF EGRESS - - - - - -- LEASE LINE, SCOPE OF WORK ."/// /7> 97/,, : ``f '`7 /. `.!i`//% �r`*`r""flyi G`%'>?``fi;/ % /%`/`/r /%/ l'�i'//' .,!'`.(,'lip/ % / / / /i7>''..''a'..e MALL CORRIDOR (NOT IN SCOPE OF WORK) LEASE UNE 4i • MEEMEEYZMIZMAtt �>2 // i//// J�✓. iy9 ? 9'` F / / / / % /i`; / / //y / / /,Y,�.age"/s% 1. THIS IS A TENANT IMPROVEMENT AND THE FOLLOWING APPLIES: PART OF THE PROJECT a. STOREFRONT b. GYPSUM WALLBOARD ON THE DEMISING WALL c. INTERIOR WALLS d. FINISHED CEILING SYSTEM e. FLOORING f. HVAC UNIT, DUCTS & REGISTERS g. CONDENSATE LINES h. LIGHTING, SWITCHING & RECEPTACLES i. . ELECTRICAL RECEPTACLES j. RESTROOMS k. SLIDING GRILL DOOR I. PLUMBING NOT A PART OF THIS PROJECT a. ROOF & EXTERIOR WALL INSULATIONS CORRECTION 2. PRIOR TO STOCKING THE STORE, THE FOLLOWING SHALL BE COMPLETED IN ORDER: a. b. c. d. A COMPLETED SAFE PATH OF TRAVEL IS PROVIDED TO THE INSIDE SHALL BE COMPETED AND SIGNED OFF BY FIRE DEPARTMENT PROVIDED A RELEASE FOR STOCKING THE BUILDING INSPECTOR HAS THE FINAL WORD IF IT CONSTRUCTION SITE SEPARATE FE E IT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION INSIDE THE BUILDING THE BUILDING INSPECTOR SHELVES WILL BE SAFE FOR EMPLOYEES TO STOCK SHELVING IN A 26 A -503 • INTERIOR AND MISC. DETAILS • DURATRAN BOX DETAILS (FOR REFERENCE ONLY) • STOREFRONT ENLARGED PLAN & ELEVATIONS • SECURITY GATE / STOREFRONT ELEVATIONS & DETAILS • STOREFRONT SECTIONS & DETAILS BOH RESTROOM ENLARGED PLAN PARTITION TYPES & WALL BASE DETAILS ICC REPORTS NOT USED ICC REPORTS NOT USED SUSPENDED CEILING SYSTEMS & ATTACHMENT DETAILS • • • 0 • • • 0 • 0 • 0 • 0 • • • 0 • • • 0 • 0 • 0 • 0 • 0 • O • 0 • 0 • 0 • • • 0 • • • o • 0 MEP 27 M -100 MECHANICAL PLAN 28 M -200 MECHANICAL SCHEDULES AND SCHEMATICS 29 M -300 30 P -100 MECHANICAL SPECIFICATIONS PLUMBING PLAN 31 SP -100 SPRINKLER PLAN 32 E -100 33 E -200 34 E -300 POWER PLAN ELECTRICAL PLAN ELECTRICAL SCHEDULES AND SCHEMATICS 35 E -400 ELECTRICAL SPECIFICATIONS • • • • • • • • • 0 0 0 36 E -500 PHOTOMETRICS PLAN • O DRAWING SHEET NUMBER A- 1011.O01 DRAWING UPDATE/VERSION NUMBER. THIS NUMBER WILL BE SHOWN ON DRAWING SHEETS ONLY. IF NO UPDATES FROM ORIGINAL ISSUE .00 WILL REMAIN. IF UPDATES ARE MADE THE .00 MUST BE UPDATED TO REFLECT CHANGE: .01, .02, ETC. DRAWING NUMBER MICHAEL KORS WESTFIELD SOUTHCENTER 51 5 Southcenter Mall Tukwila, WA 981 88 T S C• D E S I G N 275 Seventh Avenue, 1 9th Floor New York, NY 10001 T:212.21 3.4595 F:21 2.21 3.8237 www.tscdesign.com R.H. (Hank) Sweers II Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS A TSC l5anniversary T C• D N Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. RECEIV JAN 13 2011 PERMIT CENTER ARCHITECT: R.H. SWEERS 11, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 Drawing Title: PROJECT AND BUILDING DEPARTMENT INFORMATION AND DRAWING LIST Project No: Drawn By: Checked By: 10258.01 WM IK Scale: NTS Permit #: D 10 -322 Drawing Number A -000 01 of 36 RESPONSIBILITY SCHEDULE Date MK VENDOR LIST ITEMS DESCRIPTION 10.08.10 ISSUED FOR SCHEMATIC SET LANDLORD G.C. OWNER (MK VENDOR) MWC NOTES N 2 DESCRIPTION ISSUED FOR BID / FILE TSC LANDLORD G.C. OWNER (MK VENDOR) MWC NOTES MILLWORK -MWC KONG CHOW WAH REDWOOD TEL : (656) 494 8000 EMAIL: kongchowwah@redwood.com.sg TEL : (845) 783 -1350 EMAIL: NSAPANAROOLIGHTINGMANGEMENT.COM LIGHTING NANCY SAPANARO LIGHTING MANAGEMENT INC. DOES NOT APPLY EXISTING FURNISH UNLOAD INSTALL FURNISH UNLOAD INSTALL FURNISH UNLOAD INSTALL FURNISH in p Z INSTALL DOES NOT APPLY EXISTING FURNISH UNLOAD INSTALL FURNISH UNLOAD INSTALL FURNISH UNLOAD INSTALL FURNISH UNLOAD INSTALL STONE FLOORING HENRY CHAPA GEMSTAR TEL : (281) 598 -2362 EMAIL: HCHAPAOGEMSTARGROUPUSA.COM STOREFRONT TILE JORGEN ENGERSGARD STONE SOURCE TEL : (212) 979 -6400 EMAIL: JORGENOSTONESOURCE.COM TEL : (609) 430 -9660 - EMAIL: ROEPLATTOYAHOO.COM CARPET ROSEMARIE PLATT SHERLAND & FARRINGTON 01 GENERAL REQUIREMENTS 09 FINISHES GENERAL REQUIREMENTS 1. PERMIT AND FEES • FINISHES 3. BASE FITTING ROOM CURTAIN CIRCLE VISUALLLOVERAS EMAIL: (212) OBALLOVERASOCIRCLEVISUALCOM 2. INSPECTION / COORDINATION • A. SALES AREA • • • STOCK SHELVING MATTHEW RADOWSKI PIPP MOBILE TEL : (616) 988 -4054 EMAIL: MRADOWSKI@PIPMOBILE.COM TEL : (917) 592 -8333 EMAIL: TMEADEOTYCOINT.COM 3. TEMPORARY HEAT • 1. STONE BASE 0 STOREFRONT • • • 11 4. TEMPORARY ELECTRICAL • B. STOCK ROOM • • • SECURITY(CCTV) /BURGLAR CONTACT MK PROJECT MANAGER 5. TEMPORARY ENCLOSURE • C. TOILET ROOM • • • SECURTTY(MERCHANDISE1 MR. TOM MEADE SENSORMAIIC 6. CLEAN UP • 4. CEILING 7. INSURANCE • A. SALES AREA • • • TELE /DATA MR. RON VELUYA MICHAEL KORS USA INC. TEL : (212) 201 -8136 EMAIL: RVELUYAOMICHAELKORS.COM 8. JON PHONE • B. STOCK ROOM • 9. FINAL CLEANING • C. TOILET ROOM • • • STOREFRONT RICH SHENBERGER NATIONAL GLASS & MIRROR TEL : (267) 532 -1784 EMAIL rshenbergerOngmco.com TEL : (908) 412 -9500 EMAIL: mclassOecicomm.com TEL : (312) 427 -0703 FAX: (312) 427 -8950 EMAIL: bshipkin ®hmwitt.com 10. CONSTRUCTION BARRICADE • • • 13 10 SPECIALTIES MUSIC /AV ECI BOB UNICATIO S ECI COMMUNICATIONS 11. BARRICADE GRAPHICS • • • 11 SPECIALTIES 1. TOILET ROOM ACCESSORIES • • • 12. REMOVAL OF BARRICADE • • • 2. SPEAKERS AND A/V EQUIPMENT • • • 3, 11, 12 SIGNAGE BRAIN SHIPKIN H.M. WI1T & CO. 13. ASBESTOS REMOVAL • • 3. STOREFRONT SYSTEM • • • 11 LOCKSMITH SILVER TEAM SECURITY SOLUTIONS 8 TEL : (800) 300 EMAIL: (ilve r@ 541 -1 41- 1tysolutions.com 02 SITE WORK 4. CASH REGISTER /. POS SYSTEM • • • 11, 12, 14 SITE WORK 1. DEMOLITION • 5. FIRE PROOFING • • • BEAD CURTAIN PHIL SHANNON SHIMMER SCREEN TEL : (914) 664 -7500 x 131 EMAIL: phil@shimmerscreen.com 2. DEMOLITION PARTITIONS • 11 EQUIPMENT 3. NEUTRAL PIERS • • • EQUIPMENT 1. STOREFRONT SIGNS • • • • • • 11, 28 11 DEFERRED SUBMITTALS •---._ REVIEWED FOR 4. SAW CUT SLAB • 2. MISC. SIGNS 5. SIDEWALK • 3. FIRE EXTINGUISHER • • • THE FOLLOWING ITEMS SHALL BE SUBMITTED TO TSC DESIGN AND CCBD FOR APPROVAL: CODE COMPLIANCE APPI ED 1. SIGNAGE: INCLUDING ALL ATTACHMENT MEANS AND METHODS, CALCULATIONS, COORDINATED JAN 2 0 2011 WITH FINS, AND SIGNED AND SEALED BY STRUCTURAL ENGINEER. City of Tukwila BUILDING BUILDING DIVISION 03 CONCRETE SLAB 12 FURNISHINGS CONCRETE SLAB 1. LEVELING OF CONCRETE FLOOR • • • AS REQUIRED FURNISHINGS 1. MILLWORK FIXTURES / HARDWARE • • • 11, 19 2. VAPOR BARRIER • • • 2. STOCK ROOM SHELVING • • • 11 3. CONCRETE SLAB • 3. LOCKERS • • • 11 4. EXPANSION JOINT MATERIAL • 4. FREESTANDING FURNITURE/ FABRIC • • • 11 5. CONCRETE FLOOR INFILL • 5. MIRRORS • • • 11 FINISH SCHEDULE 6. CONCRETE CURB • 1 6. BEAD CURTAIN • • • 11 04 MASONRY 7. MICROWAVE/ REFRIGERATOR • • • 11 PAINT BASE MSNRY 1. BRICK WALL • 8. BREAK ROOM DESK • • • Finish ID: P -1 REGAL INTERIOR ACRYLIC INTERIOR WHITE E83 REGAL INTERIOR ACRYLIC INTERIOR WHITE AND FITTING ROOM E83 REGAL INTERIOR ACRYLIC INTERIOR WHITE N333 TOILET ROOM, DOORS & FRAMES E83 REGAL INTERIOR ACRYLIC INTERIOR WHITE & FITTING ROOM CEILINGS E83 REGAL INTERIOR ACRYLIC INTERIOR NIGHT HORIZON N333 E83 Finish ID: B -1 2. CONCRETE BLOCK • 9. MANAGER / RECEIVING DESK/ AV SHELVES • • • Mfr: BENJAMIN MOORE Description: 2" SURFACE MOUNTED WOOD BASE. Color. BM 912 LINEN # PAINT FINISH, COLOR TO MATCH WALL ABOVE SEMI -GLOSS Location: SALES FLOOR 05 METALS 10. FITTING ROOM CURTAIN AND ROD • • • 11 Finish: EGGSHELL N319 Location: SALES AREA METALS 1. STRUCTURAL STEEL • 11. DURATRAN • • • Glass/ Flame Spread: A /1; ASTM Note: BY MWC. SEE A/A -500 Finish ID: P -2 2. METAL STUDS RESPONSIBILITY NOTES Finish ID: B -2 A. TENANT DEMISING WALLS • • • • • 8 Mfr: BENJAMIN MOORE Color: BM #I -04 DECORATORS Mfr: ROPPE Description: 1/8" THK. X 4 "H. COVE BASE #191 CAMEL 0 BOH B. INTERIOR PARTITIONS • • • 1. UNLESS EXPLICITLY STATED IN THIS SCHEDULE OR OTHERWISE NOTED ON DRAWINGS, ALL WORK SHOWN ON THESE CONSTRUCTION DOCUMENTS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. THE GC SHALL VERIFY QUANTITIES REQUIRED AND NOTIFY MK AT PROJECT START OF QUANTITIES AND DELIVERY DATES REQUIRED FOR ALL MK PROVIDED ITEMS. 3. GC IS RESPONSIBLE FOR COORDINATING HIS WORK WITH WORK OF ALL OTHER TRADES WORKING UNDER DIRECT CONTRACT WITH MK. GC SHALL NOTIFY THESE CONTRACTORS TWO WEEKS PRIOR TO THE CLOSE -UP OF WALLS AND CEILINGS FOR THESE CONTRACTORS TO INSTALL GROUNDS OR PULL WIRES, ETC. 4. STONE VENDOR TO COORDINATE WITH SIGNAGE VENDOR AND GC FOR LOGO INSET & INSTALLATION. 5. LAMPS AND REPLACEMENT LAMPS FOR LIGHTING FIXTURES WILL BE FURNISHED BY MK AND INSTALLED BY GC. 6. THE CARPET INSTALLER SHALL PREPARE A SEAMING DIAGRAM FOR APPROVAL BY MK PROJECT MANAGER PRIOR TO ESTABLISHING QUANTITY OF CARPET REQUIRED. 7. EXTERICR SIGNS (ILLUMINATED OR NON- ILLUMINATED) ARE FURNISHED AND INSTALLED BY MK SIGNAGE VENDOR. 8. LANDLORD TO PROVIDE/ INSTALL METAL STUDS. GC TO PROVIDE/ INSTALL GYP. BOARD 0 MK SIDE. G.C. TO EXTEND DEMISING WALL BETWEEN MK & AF KIDS TO BOTTOM OF SAWTOOTH SOFFIT. 9. C.C. SHALL INCLUDE IN BASE BID 16 HOURS OF TIME FOR CARPENTER LABOR TO ASSIST MK IN SET -UP OF STORE AFTER TURNOVER AT SUBSTANTIAL COMPLETION. 10. G.C. TO PROTECT INSTALLED CARPET AND MILLWORK. 11. G.C. TO COORDINATE DELIVERY AND INSTALLATION OF OWNER FURNISHED ITEMS. 12. GC TO SUPPLY CONDUIT FOR SPEAKERS AND A/V EQUIPMENT FROM EACH LOCATION TO A/V SHELF IN BACK OF HOUSE LOCATION INDICATED IN PLANS. MUSIC. AV VENDOR TO PROVIDE, PULL & TERMINATE WIRE & WALL EQUIPMENT. 13. SEE DWG A-100 FOR BARRICADE INFORMATION - MK TO REIMBURSE L.L. FOR BARRICADE WORK. 14. GC TO SUPPLY/ PULL & TERMINATE WIRING DATA BOXES /OUTLETS FOR AIK POS EQUIPMENT. 15. GC TO COORDINATE WITH LANDLORD, REMOVAL & RELOCATION OF EXISTING TRANSFORMER & ELECTRICAL PANELS. 16. REFER TO STRUCTURAL DWGS. 17. GC TO PROVIDE CONDUIT FROM EACH LOCATION TO SECURITY PANELS & MANAGERS DESK. COORDINATE WITH SECURITY VENDOR. 18. GC TO PROVIDE CONDUIT & CAT 5 CABLE AS REQUIRED BY SECURITY VENDOR. 19. MWC IS RESPONSIBLE TO INSTALL UL RATED LIGHTING FIXTURES IN HIS SHOP. LIGHTING FIXTURE INSTALLATION SHALL FOLLOW UL REGULATIONS. MILLWORK FIXTURES SHALL ARRIVE TO THE JOB SITE WITH UL LABELS AND ANY REQUIRED USA PAPERWORK FOR GC INSTALLATION. GC TO COORDINATE UL INSPECTIONS AS REQUIRED BY LOCATION AND NOTIFY MK PROJECT MANAGER IF UL LABELS & PAPERWORK ARE MISSING TO COMPLY WITH USA REGULATIONS. 20. TENANT WILL FURNISH & INSTALL TENANT STOREFRONT ADDRESS NUMBERING IN ACCORDANCE WITH BUILDING & SAFETY AND L.A. COUNTY FIRE DEPARTMENT REQUIREMENTS. 21. TENANT WILL FURNISH & INSTALL PVC CONDENSATE PIPING FROM TENANTS ROOF TOP HVAC UNIT TO THE NEAREST ROOF DRAIN & ADDRESS ALL TENANT ROOFTOP HVAC EQUIPMENT & ELECTRICAL OUTLETS. THE TENANT WILL FURNISH TO THE BUILDING & SAFETY THE MODEL NUMBERS, CAPACITY, AND EFFICIENCY FOR THE HVAC EQUIPMENT ALONG WITH THE MANUFACTURER'S BROCHURES & DATA SHEETS. - REFER TO MEP DWGS. 22. G.C. TO INSTALL HVAC ROOF TOP UNIT & THE THERMOSTAT WITHIN TENANT SPACE. 23. TENANT WILL PREPARE & SUBMIT FOR APPROVAL SHOP DRAWINGS FOR ANY FIRE SPRINKLER MODIFICATIONS AND OBTAIN ANY REQUIRED PERMITS. 24. TENANT WILL BE FURNISHING HVAC EQUIPMENT & WILL ISSUE DIRECTLY TO THE BUILDING DEPARTMENT INSTALLATION CERTIFICATES FOR ALL MANUFACTURED DEVICES INSTALLED CONFIRMING COMPLIANCE TO THE APPLIANCE STANDARDS AND CHAPTER 2 -53. 25. G.C. TO PROVIDE A POST CONSTRUCTION CLEANINGS. (1) PRE- TURNOVER & (1) POST- TURNOVER 26. G.C. TO INSTALL CONCRETE WALL 0 STOREFRONT TO FOR KNOX -BOX INSTALLATION 27. TENANT WILL ADDRESS ALL TENANT ROOF TOP HVAC EQUIPMENT AND ELECTRICAL OUTLETS. Finish: EGGSHELL N319 TO MATCH THE AZROCK VINYL TILE - AUTUMN HAZE Note: BY GC Location: SALES AREA C. FURRING • • • Glass/ Flame Spread: A /1; ASTM D. BOH/ SALES PARTITION • • • Finish ID: P -3 ACOUSTICAL TILE E. STOREFRONT FRAMING • • • ., _____ Mfr: BENJAMIN MOORE Color. BM #I-04 DECORATORS Finish ID: ACT -1 3. SURFACE MOUNTED STANDARDS • • • • Finish: SEMI - GLOSS Mfr: ARMSTRONG Location: STOCKROOM, Description: REGULAR DUNE 2x2 ON 15/16 GRID 4. ROOF TOP FRAMING FOR HVAC AS REQUIRED Glass/ Flame Spread: A /1; ASTM Location: BOH BATHROOM CEILING Finish ID: P -4 5. METAL DECKING • 06 CARPENTRY Mfr: BENJAMIN MOORE Color: BM #I -04 DECORATORS CARPENTRY 1. BLOCKING • • • Finish: FLAT N215 Location: SALES AREA FLOOR 2. TAPING AND SPACKLING • • • Glass/ Flame Spread: A /1; ASTM Finish ID: F -1 5. PLYWOOD • • • Finish D: P -5 Mfr: GEMSTAR GROUP Description: 23.6" X 23.6" X 3/8" DIAMANT 10. FIRE PROOFING • • • • Mfr: BENJAMIN MOORE THINSET: VERSABOND FLEX BY GV GROUT: 1/16" JOINT, LATICRETE 1600 16 IN #44 BRIGHT WHITE UNSANDED FOR 1/16" # Location: SALES FLOOR Color: BM #2134 11. PLASTIC LAMINATE, LACQUER, AND WOOD • • • Finish: SEMI -GLOSS Location: BARRICADE Glass/ Flame Spread: A /1; ASTM Note: SUPPLIED BY OWNER'S VENDOR & INSTALLED BY GC 07 MOISTURE CONTROL Glass/ Flame Spread: ASTM C -1028 WALL 1. CAULKING • • • Finish ID: F -2 Finish ID: GL -1 TEMPERED STOREFRONT GLAZING DISPLAY WINDOW NICKEL BEAD CURTAIN, SMOOTH STEEL MILLWORK PANELS STAINLESS STEEL COAT FINISH. RAL #9003 # DISPLAY WINDOW WOOD WITH NATURAL SEALER PANEL NOVELDA CREME - LINE TEXTURED FIN TIGHT BUTT JOINT NO GROUT- FLEX & INSTALLED BY :G,C,) OWNER AND INSTALLED BY GC THINSET & CEMENT BACKER BD IOISTURE ONTROL 2. SEALANT • • • Mfr: BIGELOW Mfr: " Description: SPECTRUM BROADLOOM, COLOR: JAVA LATTE " Description: 1/2 THK CLEAR 3. INSULATION • • • Location: SALES FLOOR INSET AND FITTING ROOMS. Location: STOREFRONT Glass/ Flame Spread C /II; ASTM E648 4. WATERPROOFING • • • Finish ID: BD -1 Note: SUPPLIED AND INSTALLED BY OWNER'S VENDOR 08 DOORS Description: 3/16" POLISHED Finish ID: F -3 PLATED Location: ENTRY Y DISPLAY ROUND DOORS 1. ENTRY GATE • • • Mfr: AZROCK Description: 1/8" THK. X 12 X 12 V.C.T. #V423, AUTUMN HAZE 2. STOCK ROOM DOOR • • • mish ID: PL-1 Note: BY GC Glass/ Flame Spread C /II; ASTM E84 3. TOILET ROOM DOOR • • • Mfr: Description: GLOSS WHITE Finish ID: F -4 4. SERVICE. DOOR BELL / • Location: PERIMETER Note: BY MWC Mfr. 09 FINISHES Finish ID: MT -1 Description: EXISTING CONCRETE FLOORING WITH SEALER BY G.C. Location: REFER TO PLAN rn w x cn Z - 1. FINISH FLOORING A. SALES AREA Description: #8 POLISHED FIBERGLASS REINFORCED PANEL Finish ID: MT -2 Finish ID: 1. STONE TILE • • • 11 Finish ID: FRP -1 � WHITE POWDER Mfr. a. GROUT • • • Location: STOREFRONT Description: MARLINE S 100G WHITE WITH MATCHING PVC MOLDINGS 2. CARPET • • • 11 Finish ID: WD -1 AT TOP, BOTTOM, PANEL DIVISIONS AND CORNERS. PEBBLED SURFACE TEXTURE Location: AT WALLS OF BOH BATHROOM 3. FLOOR LOGO • • • 4, 11 Mfr: Description: MACASSAR EBONY RECEIVED JAN 13 2011 PERMITCENTER b t 0 ...., -46 2.9.... B. STOCK ROOM • • • Location: BACKWRAP FASCIA Note: BY MWC C. TOILET ROOM • • • Finis ID: ST -1 2. WALLS Mfr: STONE SOURCE A. SALES AREA • • • Description: STONE TILE, 6 "X24 "X1/2" MITERED CORNER THINSET: VERSABOND (PROVIDED Location: STOREFRONT B. STOCK ROOM • • • C. TOILET ROOM • • • D. DEMISING WALL & BASE • • • Note: PROVIDED BY G.C. TO PROVIDE MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T 5 C• D E 5 1 G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers II Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614 - 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS Q TSC th T 5 C• D� E 5 1 G N 15a n n versa Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION; AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 Drawing Title: RESPONSIBILITY & FINISH SCHEDULE Project No: 10258.01 Drawn By: WM Checked By: IK Scale: NTS Permit #: D10 -322 Drawing Number A -001 02 of 36 DOOR AND HARDWARE NOTES DOOR DETAILS FLOORING TRANSITION DETAILS 1. CONTRACTOR TO SUBMIT DOOR SHOP DRAWINGS AND CUTS OF ALL HARDWARE TO TSC DESIGN FOR APPROVAL PRIOR ORDERING. 2. PROVIDE SILENCERS ON ALL DOOR FRAMES. 3. ALL HARDWARE TO BE AS SPECIFIED OR APPROVED EQUAL BY ARCHITECT. 4. ALL HARDWARE TO BE INSTALLED ACCORDING TO THE STANDARDS OF THE SPECIFIED MANUFACTURES USED.„ 5. ALL LOCKSET /LATCHSET LEVERS, KNOBS, OR PULLS TO BE 3' -2" A.F.F TO CENTERLINE, UNLESS OTHERWISE NOTED. 6. ALL DOORS DESIGNATED TO BE FIRE RATED SHALL BE LABELED AS SUCH AS REQUIRED BY CODE. 7. PROVIDE 3/4" UNDERCUT FOR ALL DOORS WITH SCHEDULED FLOOR FINISHES. 8. CONTRACTOR AT THE TIME OF BID C VERIFY INCLUDING LEAD TIMES FOR ALL DOORS, G NON AND DARDWARE AND V RTIME COSTS FOR INSTALLATION WITHIN SCHEDULE, INCLUDING SUCH COSTS AS RE- WELDING NON- STANDARD BUCKS, OVERTIME FABRICATION, ETC. 9. GENERAL CONTRACTOR SHALL PROVIDE ALL HARDWARE FITTINGS AND ACCESSORIES AS REQUIRED FOR SPECIFIC INSTALLATION AND ANY SPECIAL ITEMS REQUIRED FOR CODE COMPLIANCE AT THESE DOOR LOCATIONS. GENERAL CONTRACTOR SHALL COORDINATE WITH HIS SUBS AND MANUFACTURER TO INCLUDE ALL ITEMS AND COST REQUIRED. 10. GENERAL CONTRACTOR AND HARDWARE SUPPLIER SHALL BE RESPONSIBLE FOR COORDINATING ALL LOCKING, LATCHING AND KEYING REQUIREMENTS FOR MK USE PRIOR TO PURCHASE AND INSTALLATION. 11. THE FINISH HARDWARE SUPPLIER SHALL EXAMINE THE DRAWINGS, SCHEDULE AND SPECIFICATIONS AND FURNISH PROPER HARDWARE FOR ALL OPENINGS WHETHER LISTED OR NOT. COMPLETE SHOP DRAWINGS TO BE PROVIDED FOR APPROVAL PRIOR TO PURCHASE. 12. ALL HOLLOW METAL DOOR FRAMES TO BE WELDED TYPE UNLESS OTHERWISE NOTED. 13. ALL DOORS AND HARDWARE TO COMPLY WITH COBA /ANSI STANDARDS LATEST EDITION. 14. ALL DOORS UP TO AND INCLUDING 7' -6" SHALL BE PROVIDED WITH 1 1/2 PAIR OF HINGES AND ONE ADDITIONAL HINGE FOR EACH ADDITIONAL 2' -6" OR FRACTION THEREOF. 15. ALL HARDWARE TO RECEIVE US26D FINISH, SATIN CHROME PLATED, UNLESS OTHERWISE NOTED. 16. GC TO PROVIDE AND PREPARE ALL LOW VOLTAGE WIRING FOR SCHEDULED SECURITY HARDWARE. REFER TO SECURITY PLAN FOR MORE INFO AND REQUIREMENTS FOR SECURITY HARDWARE TO BE INSTALLED ON NEW AND EXISTING DOORS. 17. CONTRACTOR TO COORDINATE /CHECK LOCATION OF RECESSED FLOOR CLOSERS /PIVOTS WITH EXISTING CELL SYSTEMS (IF ANY) OR OTHER FIELD CONDITIONS PRIOR TO ORDERING TO ENSURE PROPER CLEARANCES /DEPTHS. 18. GC TO PAINT ALL EXISTING HOLLOW METAL DOORS AND FRAMES TO MATCH ADJACENT WALL FINISHES, UNLESS OTHERWISE NOTED. 19. GC TO PROVIDE ALL HEADER AND /OR BLOCKING FOR SCHEDULED. FRAMELESS GATE. 20. ALL DOOR FRAMES TO BE CAULKED TIGHT TO WALL CAULK SHALL BE PAINTABLE AND PROVIDED BY GENERAL CONTRACTORS SUB. 21. ALL DOORS WITH MAGNETIC OR ELECTRONIC LOCKING DEVICES MUST BE CONNECTED TO THE BUILDING CLASS "E" SYSTEM AND MUST BE FAIL SAFE. PROVIDE FOR FINAL CLASS "E" HOOK -UPS IN TOTAL, WORKING IN CONJUNCTION WITH BUILDINGS VENDOR (FIRE CONTROL SYSTEM). 22. REFER TO FINISH FLOOR TRANSITIONS DETAIL ON DRAWING SERIES A -002 FOR INFORMATION ON MATERIAL THICKNESS. 23. ALL NEW AND EXISTING EXTERIOR DOORS SHALL BE PROVIDED WITH WEATHER SEALS ALL -FOUR SIDES PLUS DRIP AT EXTERIOR HEADER. 10.08.10 ISSUED FOR SCHEMATIC SET s-,� 02 r GWB PARTITION ON ISSUED FOR TC's REVIEW TSC EXISTING CONCRETE FLOOR. LEVEL AS REQUIRED SCHLUTER- DECO -E10OD ST. STEEL TRANSITION STRIP NEW MALL TILE TO MATCH ISSUED FOR BID / FILE . TSC �- MTL STUDS HOLLOW METAL F 1 ALIGN THINSET EXISTING. GC TO PURCHASE FROM MALL AND /OR COORDINATE WITH MALL OPS. MANAGER. _ �-� \\\\\\\ \\\\\\ N - I"'1- -too Li \\\ \ FRAME INSULATED HOLLOW SECTION - DOOR - METAL DOOR HEAD/ SILL DETAIL - F -1 TO EXISTING EXISTING CONCRETE. PREPARE AS REQUIRED FOR NEW MK FINISHES. SEE CONSTRUCTION PLAN SCALE: 6" =1' -0" DOOR SCHEDULE ((D FITTING ROOM DOOR) OOR) Z ° S o ce LOCATION o 1 DOOR FRAME ,,, 3 m W CO Z g ce REMARKS EXISTING CONCRETE FLOOR. LEVEL AS REQUIRED — IN CARPET & PAD ALIGN SCHLUTER- DECO=E100D ST. STEEL TRANSITION STRIP - THINSET LOCATION W J DOOR SIZE J " SCALE: 3" =1' -0" � ,._ WIDTH HEIGHT THICKNESS g F 2 F 1 01 101 ENTRY 103 SALES FLOOR A - ' " 8 -0 10'-2" - - - - - 01 SLIDING SECURITY GATE ~'b° llji' ��11 . OI'':I /s r,► ►4 i i ,, !1 I ►si► ►� lit ► 1 ►l�' , ► I ►�� ►ICS+ Ili 1�I r ;. - u 02 103 SALES FLOOR 106 BOH OPERATION B HM 3' -0° T -0" 1 -7/8" HM P -3 1 - 02 NO SIGN �.- v j / DETAIL - F -1 TO F -2 / 4 _ EXISTING CONCRETE. PREPARE AS REQUIRED FOR NEW MK FINISHES. SEE CONSTRUCTION PLAN 0 3 106 BOH OPERATION 107 BON RESTROOM B HM 3' -0" T -0" 1 -3/4" HM P -3 2 - 03 BATHROOM SIGN 0 BOH OPERATION SIDE OF DOOR SEE DWG A -003 FOR SIGNAGE REQUIREMENTS - HOLLOW METAL FRAME MATERIAL DESIGNATION: HM = HOLLOW METAL WD = SOLID CORE BIRCH VENEERED WITH PAINTED FINISH NWF = NATURAL WOOD FINISH, SPECIFY VENEER SCALE: 6" =1' -0" 1 4" :� o ( L SECTION 2" SCHEDULED SCHEDULED SCHLUTER-DECO-E100D HARDWARE SETS - ST. STEEL TRANSITION STRIP HM DOOR ROPPE VINYL REDUCER - DOOR SCH JAMB HARDWARE SET #1 (SALES TO BACK OF HOUSE) REMARKS 1/2" x 4 1/2" MTD. 0 PULL SIDE W/ HOLD OPEN FUNCTION - - FUNCTION QTY. /DESCRIPTION MFR. CAT. # FINISH (1 1/2 PR) HINGES STANLEY #F191 US32D 4 (1) CLOSER LCN #4011 -H "SMOOTHE" ALUMINUM ( -) SILENCER IVES #SR64 - ( -) DOOR STOP IVES #FS438 - ( -) LOCKSET - - US26D PASSAGE #176: COLOR #191 CAMEL EXISTING CONCRETE SCALE: 3 ". =1' -0" • REQUIRED LEVEL AS F 1 F 4 a 11 DETAIL - F -1 TO F -4 EXISTING CONCRETE. W AS REQUIRED FOR NEW PREPARE NE I MK FINISHES. SEE CONSTRUCTION PLAN HARDWARE SET #2 (BACK OF HOUSE TO TOILET RM) - FUNCTION TURN INDICATOR 1744 0059 FACE MTD (MTD 0 PULL SIDE) W/ HOLD OPEN FUNCTION - - - QTY. /DESCRIPTION MFR. CAT. # FINISH REMARKS (1 1/2 PR) HINGES STANLEY #CB1961 "UFE SPAN" SATIN CHROME ( -) LOCKSET FSB #1108 (E -LOCK) 6204 STN. STL. SATIN PRIVACY THUMB (1) CLOSER LCN #4011 -H ALUMINUM HINGE ( -) SILENCER IVES #SR64 - ( -) DOOR STOP IVES #450 US26D SATIN CHROME (1) COAT HOOK OMNIA #210 US26D SCALE: 6" =1' -0" 1, 14" in 1 HM DOOR . '�/D DOOR I 1 I� E S DOOR IDENTIFICATION 31» '- 7» 8, PROVIDE SADDLE TO MATCH TILE FLOORING BEVELED WITH A SLOPE NOT EXCEEDING 1:2. 1 /2" MAX HEIGHT ALUMINUM TRACK DOORWAYS ON PROVIDED: FOR MEN b. C. 1/4" THICK, CENTERED ON THE DOOR, 60" HIGH, WITH CONTRASTING COLOR • 1 F 3 1 i 2 EXISTING CONCRETE , FLOOR. LEVEL AS REQ'D ^�� F 4 ' '_•_•_•_ EXTRUDED RECESSED IN CEILING =. POCKET =. =erica. = =r' /�///�/�//- a a a a DETAIL F-4 TO - T F-3 di EW #f c v�M ppn P LIgNO JAN 20 2011 EXISTING CONCRETE. PREPARE AS REQUtR'D FORV FINISHES. V(�/ NEW MK INISHES ' E� V�1 o 6 n EXTRUDED ALUMINUM PANELS TOP & BOTTOM LOCK STANDARD CLY. U AG) 8 n �1 • ' II FRAME 2" WHITE MTL FRAME SCAL SCALE: 6" = V -0" -EXISTING CONCRETE FLOOR. LEVEL AS REQUIRED ALIGN CONSTRUCTION vi . STR P 1lDIN� 1 VIs1nM EXISTING FLOOR TO REMAIN 2011 HANDICAPPED • • t • •- -TOP & BOTTOM LOCK O STANDARD CLY. 00 O• SIGNAGE DETAILS " TO BE frIN UNISE ISIONGU RD SLIDING GRILL A-002 "VISIONGUARD RECEIVED � BY METRO DOOR - ;r, 99 SMITHTOWN BYPASS 2nd FLR, HAUPPAUGE NY 11788 , F JAN 13 4 PERMITCENTER 800 6 9 3667 INSULATED HOLLOW - 6 - OST: CLEAR ANOD DOOR TRACK: CLEAR ANOD P/ CURTAIN: MILL STRIKE: R ANOD. 1 POLYCARBONATE PANELS m. d - aI;1-1 AIL TO EXISTING )- • OF FLOOR — — — — — — — , THUMB TURN & NO KEY LO ON THE SECURED SIDE OF GATE \ .. U D ° p o ELEVATION ELION► ' -0" .... A SCALE: 112" =1' -0" MICHAEL KORS WESTFIELD SOUTHCENTER 51 5 Southcenter Mall Tukwila, WA 981 88 T S C • D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers II Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE . TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS Q TSC 15a T n n v eS sa elebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Archltect License # 7887 Current License Expires: 06 / 06 / 20,11 7867 Drawing Title: DOOR AND HARDWARE SCHEDULE Project No: 10258.01 Drawn By: WM Checked By: IK Scale: NTS Permit #: 010 -322 Drawing Number A -002 03 of 36 MOUNTING HEIGHTS FIRESTOPPING DETAILS FIRESTOPPING DETAILS By HVAC DUCTWORK FIRESTOP DETAIL 1. FLOOR OR WALL ASSEMBLY- LIGHTWEIGHT OR NORMAL WEIGHT (100 -150 PCF) CONCRETE. MIN THICKNESS OF UNINSULATED PIPE AND CONDUIT 4" OR SMALLER CONCRETE FLOOR OR. WALL ASSEMBLY IS 4-1/2 IN. FOR 4 HR. F RATING. WALL MAY BE CONSTRUCTED OF UL CLASSIFIED CONCRETE BLOCKS. MAX. DIAM OF CIRCULAR OPENING IS 13 -1/2 IN. DOOR FRAME 6"i q WALL MOUNTED FIRE ALARM DEVICES /VISUAL ALARMS. CONTRACTOR Jr SHALL COORDINATE FINAL LOCATION WITH TSC IN FIELD. PENETRATION THROUGH GYPSUM BOARD FIRE RATED ISSUED FOR TC's REVIEW DOOR LEVER III' 2. STEEL PIPE OR CONDUIT - NOM 12 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. DIAM (OR SMALLER) STEEL EMT. MAX ONE PIPE OR CONDUIT PER OPENING, CENTERED IN OPENING. MIN CLEARANCE BETWEEN PIPE OR CONDUIT AND SIDES OF THROUGH OPENING IS 1/4 IN. MAX CLEARANCE BETWEEN PIPE OR CONDUIT AND SIDES OF THROUGH OPENING IS 1 -3/4 IN. FOR 2 HR F RATING AND 3/4 IN. FOR 3 AND 4 HR F RATINGS. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. 3. FILL. VOID OR CAVITY MATERIALS (UL CLASSIFIED) - WRAP STRIP- NOM 1/4 IN. THICK INTUMESCENT ELASTOMERIC PARTITION - -' " 04 ,,, _ "'I° 81011 ADDENDUM #1 REVISED PER DOB COMMENTS Q LiJ THERMOSTAT INTERCOM OR 2ND ROW OF RECEPTACLES CENTER STEEL SUPPORT CLIPS (TYP.) lA cf, TO CLUSTER (WHEN USING DIMMERS, LOCATE THERMOSTAT AT SHEET METAL SCREWS (TYP.) _ "ID d il.i IN OPPISITE SIDE OF DOOR. MOUNTED FIRE ALARM DEVICES /PULLS. g RECTANGULAR STEEL HVAC DUCT A in rr — .r " �� L ® I LIGHT SWITCH, DIMMERS EGRESS BUTTON, CARD READER, ETC. 11 MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL SUPPLIED IN 2 IN. WIDE STRIPS. FOR THE 2 AND 3 HR F RATINGS, MIN 1 IN. WIDE STRIP (S) WRAPPED AROUND PIPE /CONDUIT (FOIL SIDE EXPOSED) UNTIL OD OF WRAP STRIP IS EQUAL TO OR MAX 3/16 IN. LESS THAN ID OF CIRCULAR THROUGH OPENING. WRAP STRIP TIGHTLY BOUND WITH STEEL TIE WIRE OR PRESSURE-SENSITIVE TAPE AND SLID INTO THROUGH OPENING SUCH THAT THE TOP EDGE OF THE WRAP STRIP (S) IS RECESSED 1/4 IN. FROM TOP SURFACE OF FLOOR OR, IN SOLID CONCRETE WALL ASSEMBLIES, SUCH THAT THE WRAP STRIP (S) IS CENTERED IN THE WALL THICKNESS. FOR THE 2 AND 3 HR F RATINGS IN CONCRETE BLOCK WALL, MIN 1 IN. WIDE WRAP STRIP TIGHTLY -BOUND WITH STEEL TIE WIRE OR PRESSURE-SENSITIVE TAPE AND SLID INTO THROUGH OPENING ON EACH SIDE OF WALL SUCH THAT THE EXPOSED EDGES ARE RECESSED C 1/4 IN. FROM THE WALL SURFACES. FOR THE 4 HR. F RATING, NOM 2 IN. WIDE STRIPS(S) WRAPPED AROUND PIPE /CONDUIT (FOIL SIDE EXPOSED) ON EACH SIDE OF THE FLOOR OR WALL ASSEMBLY UNTIL OD OF WRAP STRIP IS EQUAL TO OR MAX 3/16 IN. LESS THAN ID OF CIRCULAR THROUGH OPENING. WRAP STRIP TIGHTLY BOUND WIT STEEL TIE WIRE OR PRESSURE - SENSITIVE TAPE AND SLID INTO THROUGH OPENING ON EACH SIDE OF FLOOR OR WAL ASSEMBLY SUCH THAT THE EXPOSED EDGES ARE RECESSED 1.4 IN. FROM THE FLOOR OR WALL SURFACES. 4. FILL. VOID OR CAVITY MATERIALS - CAULK OR PUTTY NOM 1/4 IN. THICKNESS OR CAULK OR PUTTY TO BE APPLE Ell (SEE PLAN FOR QUANTITY OF EACH CLUSTER). 1 ' 1' 1 I, I' I 41") WHERE MORE THAN ONE SWITCH OCCURS ONE COVER PLATE. CONTRACTOR SHALL IN FIELD. NO INSTALLATION OF THESE BY THE TSC PROJECT MANAGER. A. TYPICAL LOCATION FOR CONV. OUTLET. IN THE SAME LOCATION THEY SHALL BE INSTALLED IN GANG TYPE BOX UNDER COORDINATE FINAL LOCATION OF THERMOSTATS AND FIRE ALARM DEVICES WITH TSC DEVICES SHALL BE PERFORMED UNTIL FINAL APPROVAL OF LOCATIONS IS SIGNED LIGHT SWITCHES, DIMMERS, EGRESS BUTTON, THERMOSTATS, ETC. EVIEWED FQ ►DECAMP COMPLIAN ��" a'. ! L FIRE BARRIER, CAULK TO FILL ANNULAR SPACE TO FULL DEPTH OF WALL MATERIAL '� A :;eb:l ` . 1 . I ' •' I.1 _ JAN 2 0 2011 ® —>♦ o ® `�' = o r.°, ® = ° A C�tyofTUkww;la LDING p�l�w_L -1003 "F" RATING - 1 & 2 HOUR T RATING - 0 HOUR SECTION A -A WOOD OR STEEL STUD IGHT SWITCHES, DIMMERS, POWER AND TELEPHONE RECEPTACLES, ETC. CLUSTER VERTICAL MOUNTED. CREDENZA OR COUNTER WITH FILES SIDE VIEW TO THE EXPOSED EDGES(S) OF THE WRAP STRIP AND TO FILL ALL VOIDS BETWEEN THE PIPE /CONDUIT AND TH B PERIPHERY OF THE THROUGH OPENING. FOR 2 AND 3 HR F RATING IN FLOOR ASSEMBLIES, CAULK TO BE INSTALLED FLUSH WITH TOP SURFACE OF FLOOR. FOR WALL ASSEMBLIES AND FOR THE 4 HR F Q. EQ. A 0 0 0 OPTIONAL ANGLE IRON SUPPORT » BELOW, REFER TO MILLWORK DETAILS AND FURNITURE PLAN. "' ' s ' 0 0 0 LI `- 4__ _ ___4_J FRAME DUCT FASTENERS 6 O.C. BATH ROOM SIGNS NOTES: LETTERS AND NUMBERS ON SIGNS SHALL 1. WALL ASSEMBLY`r 0 MAXIMUM "O.C. A. STUDS- WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO FINISH FLOOR 0 SUPPORT CLIPS 6 CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-1/2 IN. WIDE BY 1 -3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. B. WALLBOARD. GYPSUM (UL CLASSIFIED)- NOM 5/8 IN. THICK, 4FT WIDE WITH SQUARE OR TAPERED EDGES. ISTEEL MAXIMUM r B. TYPICAL LOCATION FOR OUTLETS, SWITCHES AND THERMOSTATS, ETC. AT CREDENZA OR COUNTER /// �/ / 3" BE RAISED, CONTRASTING IN COLOR, AND HAVE AWIDTH -TO- HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO- HEIGHT RATIO N X. AND BE 1:10, AND RAISED - RECTANGULAR STEEL HVAC DUCT C. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH - PENETRANT- ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR VOICE & DATA DEVICE. NOTES: END 3/8 "MAXIMUM ANNULAR SPACE VIEW ELECTRIC DEVICE. DOUBLE GANG 4" X 4 1/4" BOXES (TYPICAL). WHERE PERMANENT SIGNAGE IS PROVIDED FOR OR ANY OTHER RIGID MATERIAL MUST NOT TOUCH DUCT. HANGERS PIPE AND CONDUIT PENETRATION ,' ,'� \�,, -�� C° -� --- ----6-- 6. � UNISEX � �� �. \\ `\ �\ 1. DRYWALL, METAL STUDS 2. SUPPORT DUCT FROM UNINSULATED ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE SPACE BETWEEN PIPES, CONDUIT OR TUBING AND THE STEEL SLEEVE (ITEM 3A) SHALL BE MIN OF 0 IN. (POINT CONTACT) TO MAX 2 -3/8 IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. A. STEEL PIPE- NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. Z 6 . - '- -- ROOMS AND SPACES, SIGNAGE AS DESCRIBED ABOVE SHALL BE PROVIDED ON THE STRIKE SIDE OF THE DOOR. FINISH FLOOR In "x "x THROUGH FIRE RATED FLOOR OR WALL RATED MIN. 6 6 1/4" FIELD WITH SYMBOLS. B. IRON PIPE- NOM 4 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. C. TYPICAL LOCATION FOR COMBINED OUTLET AT VISIBLE AREAS PARTITION DIAM (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE. C CONDUIT- NOM 4IN. DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4IN. DIAM (OR SMALLER) STEEL ELECTRICAL (PROVIDE MATCHING COVER PLATES FOR ALL SYSTEMS.) 5/8" HIGH MIN. TYPE �, RAISED 1/32" HELVETICA MEDIUM UPPERCASE LETTERS. MIN. 2"x 6"x 1/4" FIELD 0 Ip , I I p ( METALLIC TUBING. D. COPPER TUBING- NOM 4 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING ASBESTOS ABATEMENT NOTES E. COPPER PIPE- NOM 4 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. ( ) ( ) -A UNISEX RESTROOM ALL CONTRACTORS ARE HEREBY ADVISED THAT THERE MAY BE ASBESTOS PRESENT WITHIN THE CONTRACT AREAS. THE HANDLING OF THIS MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS PUBLISHED IN THE FEDERAL REGISTER BY OSHA, EPA AND OTHER FEDERAL AUTHORITIES HAVING JURISDICTION; AND IN ADDITION, ANY SUPPLEMENTAL LAWS, RULES AND REGULATIONS PROMULGATED BY STATE AND LOCAL AUTHORITIES. 2. SHOULD ANY MATERIALS WHICH ARE SUSPECTED OF CONTAINING ASBESTOS OR ANY OTHER • HAZARDOUS MATERIALS BE UNCOVERED DURING DEMOLITION /RENOVATION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP THE WORK AND NOTIFY THE OWNER/TENANT. 3. ANY MATERIAL COMPOSITION WHICH IS QUESTIONABLE SHALL BE BROUGHT TO THE ATTENTION OF AN LICENSED /CERTIFIED ASBESTOS ENVIRONMENTAL CONSULTANT. THE DETERMINATION OF THE MATERIAL CONTENT SHALL BE AT THE SOLE DISCRETION OF THE CONSULTANT. IF NECESSARY, THE CONSULTANT SHALL PROVIDE CERTIFIED IDENTIFICATIONS WFFHIN TWENTY -FOUR HOURS. 4. THE CONTRACTOR SHALL HOLD TSC DESIGN ASSOCIATES, INC. AND ALL TSC EMPLOYEES HARMLESS FOR ANY AND ALL OCCURRENCES ARISING FROM OR RELATED TO THE ASBESTOS ABATEMENT AND /OR TRANSPORTATION OF ALL REMOVALS TO THE APPROVED POINT OF DISPOSAL O .. I WITH TEXT AND GRADE 2 3. FIRESTOP SYSTEM- STEM INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY © �„ . ° II a . a °� o ° _ DOOR SIGN AT TOILET ROOMS BRAILLE OF ABOVE TEXT. A. STEEL SLEEVE- CYLINDRICAL. SLEEVE FABRICATED FROM MIN 0.019 IN. THICK (NO. 28 GAUGE) GALV SHEET STEEL AND HAVING A MIN 2 IN. LAP ALONG THE LONGITUDINAL SEAM. LENGTH OF STEEL SLEEVE TO BE EQUAL TO THICKNESS OF WALL PLUS 1 TO 4IN. SUCH THAT, WHEN INSTALLED, THE ENDS OF THE SLEEVE WILL PROJECT APPROXIMATELY 1/2 TO 2 IN. BEYOND THE SURFACE OF THE WALL ON BOTH SIDES OF THE WALL ASSEMBLY. SLEEVE INSTALLED BY COILING THE SHEET STEEL TO A DIAM SMALLER THAN THE THROUGH OPENING, INSERTING THE COIL THROUGH THE OPENINGS AND RELEASING THE COIL TO LET IT UNCOIL AGAINST THE CIRCULAR CUTOUTS IN THE GYPSUM WALLBOARD LAYERS. B. PACKING MATERIAL- MIN 1 IN. THICKNESS OF MINERAL WOOL BAIT INSULATION FIRMLY PACKED INTO STEEL SLEEVE UNISEX 1/41,49 © TRIANGLE 1 /4" THICK SUPERIMPOSED ON 12" DIA. CIRCLE 1. SEE SPECIFICATIONS '�- FOR SIGNAGE d o �, • .o L____ A U.L. SYSTEM C -AJ -1007 "F" RATING - 1, 2 & 3 HOUR "T" RATING - 0 HOUR ON BOTH SIDES OF THE WALL ASSEMBLY AS PERMANENT FORMS. PACKING MATERIAL TO BE RECESSED MIN 1/2 IN. FROM END OF STEEL SLEEVE (FLUSH WITH OR RECESSED INTO GYPSUM WALLBOARD SURFACE) ON BOTH SIDES OF WALL ASSEMBLY. B1. PACKING MATERIAL- (NOT SHOWN) - AS AN ALTERNATE TO ITEM B, NOM 1 IN. THICK POLYETHYLENE BACKER ROD MANUFACTURER & - c d WOMENS RESTROOM 0 SECTION A -A MOUNTING co 2. PROVIDE SIGNAGE MENS RESTROOM FOR USE IN CALIFORNIA ONLY MAY BY USED. THE BACKER ROD IS TO BE RECESSED WITHIN THE STEEL SLEEVE A MIN OF 1 IN. FROM EACH SURFACE OF WALL. C. FILL VOID OR CAVITY MATERIALS (UL CLASSIFIED) -CAULK WHEN MINERAL WOOL BATT INSULATION IS USED, APPLIED AT ALL DOORS NOTED ABOVE TITLE 24 D -6.3.2 ADA DESIGN GUIDELINES TO FILL THE STEEL SLEEVE TO A MIN DEPTH OF 1/2 IN. ON BOTH SIDES OF WALL ASSEMBLY. WHEN BACKER ROD IS USED, A MIN THICKNESS OF 1 IN. OF CP -25WB+ CAULK IS REQUIRED FLUSH WITH SURFACE OF WALL. A NOM 1/4 IN. DIAM CONTINUOUS BEAD OF CAULK SHALL BE APPLIED AROUND THE CIRCUMFERENCE OF THE STEEL SLEEVE AT ITS EGRESS FROM THE GYPSUM WALLBOARD LAYERS ON BOTH SIDES OF THE WALL ASSEMBLY rJ PUSH SIDE PULL SIDE POCKET /HINGE APPROACH STOP /LATCH APPROACH 1 FRONT APPROACH - -1 X - ;r, X 60" 36" Ita$ MIN. MIN. Z r - ; i _ — I I I 1 FIRESTOPPING NOTES �Z I 1 I I 1 ♦ � �� ♦ IZ 1 �j1.61 rs I I 1 1 �z 1 1 I I I I I Z I �♦ ♦ Al .' i ' ii _ �� 1. THE GENERAL CONTRACTOR IN RESPONSIBLE FOR PROVIDING AND INSTAWNG FIRE /SMOKE STOP SYSTEM FOR ALL PENETRATIONS THROUGH FIRE RATED /DEMISSING PARTITIONS, FLOORS AND CEILINGS SLABS. 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING EXPERIENCED INSTALLER WHO IS QUALIFIED BY HAVING THE NECESSARY EXPERIENCE, STAFF TRAINING TO INSTALL MANUFACTURE'S PRODUCTS PER SPECIFIED REQUIREMENTS, PLUS THE FOLLOWING: A. ACCEPTABLE TO OR LICENSED BY THE MANUFACTURER, STATE OR LOCAL AUTHORITY. . B. ESTABLISHED A RECORD OF SUCCESSFUL IN- SERVICE EXPERIENCE WITH FIRE /SMOKE STOP SYSTEMS OR COMPLETION OF MANUFACTURE'S CERTIFIED PRODUCT INSTALLATION TRAINING. 3. FIRE /SMOKE STOP SYSTEM PRODUCTS SHALL BE BY THE FOLLOWING MANUFACTURES: 3M - FIRE PROTECTION PRODUCTS OR USG CORPORATION - FIRE STOP SYSTEMS 4. ALL FIRE /SMOKE STOP SYSTEM MATERIALS SHALL TO STORED AND INSTALLED AS PER MANUFACTURES INSTALLATION INSTRUCTIONS AND AS REQUIRED PER LOCAL CODES. THIS INCLUDES PREPARATION OF EXISTING AND NEW CONSTRUCTION. 5. QUALIFIED CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR EACH FIRE /SMOKE STOPPING SYSTEM SHOWING CONSTRUCTION CONDITIONS, RELATIONSHIPS TO ADJOINING CONSTRUCTION, DIMENSIONS, DESCRIPTION OF MATERIALS AND FINISHES, COMPONENT CONNECTIONS, ANCHORAGE METHODS, HARDWARE AND INSTALLATION PROCEDURES, PLUS THE FOLLOWING: A. FIRE /SMOKE STOP DESIGN DESIGNATION OF TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION THAT CONFIRMS COMPLIANCE WITH REQUIREMENTS FOR EACH CONDITION INDICATED. B. DOCUMENTATION, INCLUDING ILLUSTRATIONS, FROM A QUALIFIED TESTING AND INSPECTION AGENCY THAT IS APPLICABLE TO EACH FIRE /SMOKE STOP SYSTEM CONFIGURATION FOR CONSTRUCTION AND PENETRATING ITEMS. FACTORY 2ND /OR MANUFACTURES FURNISHED INSTALLED DETAILS ARE NOT ACCEPTABLE IN LIEU OF PUBLISHED DOCUMENTS BY APPROVED TESTING AGENCIES (UL, OPL, WARNOK HERSEY, ECT.). C. WHERE PROJECTS CONDITIONS REQUIRE MODIFICATION OF A QUALIFIED TESTING AND INSPECTING AGENCY'S ILLUSTRATION TO SUITE A PARTICULAR FIRE /SMOKE STOP CONDITION, SUBMIT ILLUSTRATION, WITH MODIFICATIONS MARKED, APPROVED BY FIRE /SMOKE STOP SYSTEMS MANUFACTURES FIRE /SMOKE' PROTECTION ENGINEER. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR NOTIING TS TSC AFTER COMPLETION OF INSTALLATION OF FIRE /SMOKE STOP SYSTEM. FIRE /SMOKE STOP SYSTEM MUST TO INSTALLED BEFORE THE INSTALLATION OF CEILING SYSTEMS OR ANY OTHER NEW CONSTRUCTION FOR INSPECTOR'S ACCESS. CONTRACTOR WILL PROVIDE ALL NECESSARY LADDERS AND ACCESS FOR INSPECTOR TO RECEIVE FINAL SIGN -OFF. AREA MUST BE KEPT ACCESSIBLE UNTIL FINAL SIGN -OFF 5 OBTAIN. 7. ALL EXISTING FIRE /SMOKE STOP SYSTEMS SHALL BE PATCHED AND REPAIRED AS REQUIRED DUE TO CUTTING OR PENETRATION BY OTHER TRADES. REFER TO MANUFACTURES SPECIFICATIONS ON HOW THIS SHOULD BE PERFORMED. -" - ♦ I o ♦ OI —•• ♦ ..,14Z-_41i\ ♦ -� lJ 2 22 " I . J 1 I J * * IF BOTH CLOSER AND LATCH ARE PROVIDED. DOOR 18" 32" 32 32" 32 " r 24 24" IF X < I� /I » L - - 20 THEN Y =48 MAX -25 THEN Y=44" MAX FORWARD PARALLEL FORWARD ♦ MIN. MIN. MIN. MIN. MIN. MIN. IF X 20 D. SLIDING AND FOLDING DOORS A. FRONT APPOACHES - SWING PULL SIDE OBSTRUCTED REACH J. WHEELCHAIR MANUEVERING ALCOVE PUSH SIDE - T T 4" I. I— Z I Ilr I 60" 17 5rr 2 * " I 22 I I o i M — L -) o MIN. MAX ♦ I - -_� _ >� 1 ii `��, (, ,�� X t 60" z Z � z I I 1 L J 4" MINIMS j�� �y. ��I11 _- 5..,.�� 1` 4 4 N * X MIN. 1 1 I- z N KNEE 8" �" — — IN. MIN. ♦ 12" - — 36" MIN. CLEARANCE K. LAVATORY MAX. TOE 30° ir * IF CLOSER ** 48" MIN. IF LATCH ARE B. HINGE SIDE X = 36" MINIMUM X = 42" MINIMUM i - SWING DOOR IF Y = 60" IF Y = 54" PULL SIDE - -r- AND LATCH PROVIDED BOTH CLOSER AND PROVIDED APPROACHES CIRCULAR 41,12" T- SHAPED CLEARANCE MIN. / /SINK CLEARANCE L. COMPARTMENT DOOR E. WHEELCHAIR TURNING SPACE F. LIMITS ON PROTRUDING OBJECTS -� --1----1 PUSH SIDE 36" 39 -41" 12" MAX. ® o MIN. 24" r-- / . ,r'�_ = I —_— n 12" 42" _ ♦ I- 1 ♦ ♦ 1 i MIN. MIN. ♦ �� t MIN. t ° ,�� x .11/ ♦ / A r ,lr' A r I Q 1 - ,� c o c ci Q �¢ � M 7 1 I'I 'AI-. oo '\ % /l�\ MP'' 1 O Z4 „ 24 . , r' % Iji II II I ♦ 10” ,r ♦ 10" 10 _24" ♦ COUNTER /^1fi ♦ ♦ -18" /� I ♦ ♦ ♦ MIN. MIN. MAX. FORWARD MAX. " -9" o 0 1g jr 59" MIN. * 48" MIN. WHERE CLOSER ,� IS PROVIDED * 54" MIN. WHERE CLOSER SIDE DEPTH ;� '- N " .- (56" WALL HUNG) ELEVATION CLEAR FLOOR SPACE IS PROVIDED C. LATCH SIDE APPROACHES - SWING SIDE G. UNOBSTRUCTED REACH H. OBSTRUCTED HIGH SIDE REACH LIMITS M WATER CLOSET MICHAEL KORS WESTFIELD SOUTHCENTER 51 5 Southcenter Mall Tukwila, WA 981 88 T S C• D E S 1 G N 275 Seventh Avenue, 1 9th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone:626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date . Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS Q TSC 15a 'nniversa Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 201 1 RECEIVED JAN 13 2011 PERMIT CENTER Drawing Title: TYPICAL MOUTING HEIGHTS, ADA GUIDELINES ABBREVIATIONS Project No: 10258.01 Drawn By: WM Checked By: IK Scale: NTS Permit #: D10 -322 Drawing Number A -003 04 of 36 IIIIIII�II AREA OF WORK - MICHAEL KORS 515 SOUTHCENTER MALL TUKWILA, WA 98188 II III 111111 II III ■ IIIIIII6�uu III 1111111 10111 m 0 MEN'S & WOMEN'S ROOM - ENLARGED SITE PLAN - LEVEL #1 SCALE: N.T.S AREA OF WORK - MICHAEL KORS 515 SOUTHCENTER MALL TUKWILA, WA 98188 •UTURE RETAIL W —,® NORDSTROM macys J ❑ CI ❑ o JCPenney I� 1 lJ L t_ SEAM 4 I J MASTER SITE PLAN - LEVEL #1 SCALE: N.T.S. 0 44 REVIEWED FOR CODE COMPLIANCE APPCUIVED JAN 2 0 2011 City of Tukwila BUILDING DIVISION SITE GENERAL NOTES SCOPE OF WORK ON THE LEVEL #1 INSIDE THE REFERENCE BUBBLE AREA. SITE PLAN DIMENSIONS SHOWN ON THIS SITE PLAN ARE MINIMUM DIMENSION ONLY. GENERAL CONTRACTOR SHALL FILED VERIFIED ACTUAL CONDITION. IF DISCREPANCIES OCCUR, NOTIFY ARCHITECT IMMEDIATELY. ADA ACCESSIBLE & EMERGENCY EXIT PATH OF TRAVEL — RECEIVED JAN 13 2011 PERMITCENTER MICHAEL KORS WESTFIELD SOUTHCENTER 51 5 Southcenter Mall Tukwila, WA 981 88 T 5 C• D E 5 I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614 - 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS A TSC l5anniversa Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs @sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 7867 Drawing Title: MASTER AND ENLARGED SITE PLANS Project No: Drawn By: 10258.01 WM Checked By: IK Scale: Permit #: AS NOTED D10-322 Drawing Number A -004 05 of 36 / ,' /F % % /! .3 ,�,h�' / / /I'/ f'S'''•3-`F,a- "`FF``F / / /:r .,..: f / +r' / //F /`•rE/ ////// / // , //;/}x'' 27///:; f /// //// ;/// .r! /r// / / / / /F //`' //'/ / / /G / / ,''1 / / / /// ' / /// r'// / /// fJ /F L' F f //yp l JJ / /f�* Y II/ ///://;/22 fffr �"��. /sF /// /f //l F / //! //// // F,F '. 2`; �, ': �`/ /4II /,/: .. /2',//// / % //> J : /y/ / / ° 7//// //,''.r'y'e /`// /!/ / '/ . / %/""/ 7////',/- / . /1 / f / } F F F f f / 3 u f f `• :, 1 F a - E . E / f/ / / /, /// / f ,/ ?///' ////21/,' F f , f / ' / // /r'/12// / `,' ,'E`// / / ////// ;/./ .`!/: //9 / , . /s',/,-/„7"/"/ a ' °F, <`F///',7////' E.;'F�. / / %%/ /a� / .//2'2/ F+ F F /// F /' •/// � /` /'.4./" //J ///.�` /`1 / /// .,,, % E F F J / //r / // //7 /> /2/, `// / /// 'f/ l Y Y G f/ ! Y ///' / I/ g // f //Ilyr F � < >` // // aF"';f / //Y./ °SF°,F d}%1 r 1 /. 1 F// fr6' / / "f / / / / /!' ' / / (f`':: / /I/'l �9 -a" " ;./.:// ;. /////%//// /``f': / / /Y'/,i., /. °/E //:1/22/ ; f ' d f d ,e/ FJJ 1j fy/ �',Yy ):f F// / ///////////////1///7/ J ,F° / / /FJ a' d" / 2.'E'f // /'/ .F / / / EXISTING RISER TO REMAIN EXISTING COLUMN ENCLOSURE TO BE REMOVED (TYP) E!IJ r L.L. TO ERECT DEMISING WALL & TO PROVIDE & INSTALL METAL STUDS. G.C. TO PROVIDE & INSTALL G.W.B FINISH PER _ DEMISING WALL DETAIL © DRAWING #A -500 L 0 0 1 r / J LEASE LINE LJ MALL CORRIDOR / / iiiiii'. rfiraiariy' ,Z7,.0' �r ' / 1 s ;+ ///f / Jr /I�/ }: FJ f/ I f 9 /// / / /// /C ./r``+ / / /s`' // .+ ,3 fi/,/ / F / f _ r` /F / // / / /'a/. dFE .rvF'"E/` /' eE /F /r` // / /// / /// r` // . /4�.�F,/ /, / / / / / 1 ,,rr1 1 1 NOT IN SCOPE OF WORK) EXISTING RATED DEMISING WALL TO REMAIN. GC. TO VERIFY IN •FIELD CONDITION OF DEMISING WALL. PATCH & REPAIR AS REQUIRED TO s i I MAINTAIN FOR RATING (TYP) 1 r EXISTING COLUMN ENCLOSURE TO BE REMOVED (TYP) L L L_L G.C. TO REMOVE EXISTING FINISH FLOOR & SUBSTRATE, MILLWORK ITEMS, CEILING & FRAMING, AND OTHER DEVICES. DISCONNECT ALL POWER /NETWORK WIRES BACK TO SOURCES. GC. TO PATCH & REPAIR ALL EXISTING CONDITION AS REQUIRED TO ACCEPT NEW FINISHES. GC. TO COORDINATE ALL DEMO W/ MALL FACILITY DIRECTOR IN ORDER TO GUARD AGAINST SETTING OFF EXISTING FIRE PROTECTION & FIRE— SAFETY DEVICES. / /. /' /' • /' /'E /I! `a / / ///,�L r / /1 !' % r LEASE LINE 1 1 EXISTING PARTITION TO BE REMOVED (TYP). PATCH & REPAIR AS REQUIRED TO MAINTAIN FIRE RATING (TYP). EXISTING RATED DEMISING WALL TO REMAIN r 1 F L_J /,/„/ II/ , /r r /./ i' ?r 4/—; r ,f r//:' / 3 F, 1 / /-/ 1 r 1 / /: // // / / / / 1// / r'`� :•`'r`f' / / / r',/''G�'/ / / /`/ 9 / 1'2/ / /// ///////Vi,, a t` ../.e ./////1/ 9 ;r1 OF.41 0/0,4," /e4 //4 Or 2' -6' +1._6„ LINE OF EXISTING FASCIA OF SAWTOOTH CEILING ABOVE G.C. TO REMOVE SAW TOOTH TO THE CLOSET WHOLE PIECE ® SOFFIT BEHIND NEW STOREFRONT G.C. TO REMOVE SAW TOOTH © SOFFIT BEHIND NEW STOREFRONT EXISTING STOREFRONT BULKHEAD & MIRROR EXISTING FACADE TO BE REMOVED 7/1/ © AREA OF HATCH G.C. TO REMOVE EXISTING FLOORING IN PREPARATION OF NEW STOREFRONT LEASE LINE EXISTING STOREFRONT TO BE REMOVED EXISTING COLUMN ENCLOSURE TO BE REMOVED; COLUMN TO REMAIN (TYP) EXISTING MALL COLUMN (NIC) EXISTING MALL COLUMN (NIC) DEMOLITION LEGEND 'E' FE II IL - 'E' DENOTES EXISTING TO REMAIN, PROTECT DURING DEMOLITION AND CONSTRUCTION. EXISTING CONSTRUCTION TO REMAIN. GENERAL CONTRACTOR SHALL PROTECT DURING DEMOLITION AND CONSTRUCTION. EXISTING CONSTRUCTION TO BE REMOVED EXISTING DOOR, FRAME, SIDELITE AND HARDWARE TO BE REMOVED AND STORED FOR POSSIBLE REINSTALLATION DEMOLITION NOTES 1 REMOVAL AS DESCRIBED HEREIN SHALL BE ACCOMPLISHED WITHOUT STORING ON THE FLOOR EXCESSIVE QUANTITIES OF ANY MATERIALS, RUBBISH, DIRT, DEBRIS, OR WASTE OF ANY SORT RESULTING FROM THE REMOVAL OPERATIONS ON THE FLOOR. 2. ALL DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE DAILY. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO MAINTAIN FREE PROTECTED ACCESS OF ALL TENANTS, SERVICE PERSONNEL AND THE PUBLIC THROUGH THE AREAS INVOLVED. 4. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING MANAGEMENT REGULATIONS. 5. THE CONTRACTOR SHALL REMOVE ALL PIPE SLEEVES PROJECTING THROUGH SLAB, PATCH ALL PENETRATIONS, HOLES, ETC. 6. ALL PIPES AND CONDUITS IN WALLS THAT ARE TO BE DEMOLISHED ARE TO BE REMOVED AND /OR RELOCATED AS REQUIRED. 7. CONTRACTOR SHALL REVIEW WITH TSC, ANY AND ALL ITEMS OF DEMOLITION NOT IMPLIED OR SPECIFIED ON DRAWINGS OR SPECIFICATIONS AND TO INCLUDE SUCH COSTS IN BID UNLESS OTHERWISE ADVISED. 8. THE CONTRACTOR SHALL COORDINATE REMOVAL OF ALL EXISTING TELEPHONE EQUIPMENT WITH TELEPHONE COMPANY AND OWNER. 9. REFER TO ALL OTHER PLANS INCLUDING, BUT NOT LIMITED TO ENGINEERING, COMMUNICATION, ETC., FOR SCOPE OF WORK TO BE INCLUDED IN BID AND PRIOR TO COMMENCEMENT OF DEMOLITION. 10. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND SERVICES AND PERFORM ALL OPERATIONS REQUIRED FOR COMPLETE INTERIOR DEMOLITION AND RELATED WORK AS DESCRIBED AND SPECIFIED HEREIN, AND AS MAY BE REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK IN ALL RESPECTS. 11. WORK SHALL CONFORM TO THE LATEST EDITION OF ALL APPLICABLE REFERENCE SPECIFICATIONS AND TO GOVERNING BUILDING CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 12. JOB SITE INSPECTION MUST BE CONDUCTED TO EXAMINE EXISTING CONDITIONS, TO DETERMINE NATURE AND SCOPE OF WORK OR ANY DIFFICULTIES THAT MIGHT ARISE AT TIME OF WORK. IN ADDITION, EXAMINE ALL WORK THAT IS INTENDED TO REMAIN AS PART OF THE COMPLETED PROJECT AND REPORT ALL UNSATISFACTORY CONDITIONS TO TSC .PRIOR TO COMMENCEMENT OF WORK. EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE CONSTRUCTION AND OTHER STRUCTURES THAT ARE INTENDED TO REMAIN. ANYTHING DAMAGED AT TIME OF WORK IS TO BE REPAIRED AND /OR REPLACED TO MATCH EXISTING CONSTRUCTION AT CONTRACTORS EXPENSE. 13. REFER TO ENGINEERING, AND /OR COMMUNICATIONS DRAWINGS FOR EXISTING ITEMS /SYSTEMS TO REMAIN (DUCTWORK, SPRINKLERS, PLUMBING RISERS, TELE. /ELEC. FEEDS AND PANELS, ETC.). ALL ITEMS NOT SCHEDULED FOR REUSE SHALL BE DEMOLISHED. 14. CONTRACTOR TO PROVIDE DUST BARRIER FOR PROTECTION OF EXISTING AREAS TO REMAIN AS REQUIRED. 15. WHEN DEMOLITION TAKES PLACE, SHOULD ANY WORK AFFECT THE INTEGRITY OF THE STRUCTURE, WORK MUST STOP IMMEDIATELY, AND TSC NOTIFIED. UNDER NO CIRCUMSTANCES SHALL REINFORCING OF ANY KIND BE DAMAGED, CUT OR BROKEN. 16. REMOVE ALL WALL CONDUITS LEFT AFTER WALL DEMOLITION INCLUDING SWITCH BOXES, PLATES, BRIDGES, PLUMBING LINES, OR ANY OTHER TELEPHONE OR ELECTRICAL WIRING AND EQUIPMENT. DEMOLISHED LINES ARE TO BE BROUGHT BACK TO PANELS, RISERS, ETC. AND DISCONNECTED OR CAPPED. 17. CONTRACTOR TO REVIEW WITH TSC REGARDING ALL ITEMS SCHEDULED FOR RELOCATION. SAID ITEMS TO BE REMOVED CAREFULLY, PROTECTED AND STORED. 18. REMOVE ALL FLOORING MATERIALS, WALL BASE, WALLCOVERING, WOODWORK AND OTHER FINISH ITEMS UNLESS OTHERWISE NOTED. 19. REMOVE ALL CEILING SUSPENSION SYSTEMS, LIGHT FIXTURES AND ASSORTED ITEMS (ELECTRICAL FEEDS NO LONGER REQUIRED, HANGERS, ETC.), UNLESS OTHERWISE NOTED. PATCH SLAB TO MAINTAIN FIREPROOFING REQUIREMENTS. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION OF EXISTING PARTITIONS, MOLDINGS, BASES (RUBBER, VINYL, METAL, CONCRETE, ETC.), SUSPENDED CEILINGS, LIGHT FIXTURES, SWITCHES, DOORS AND BUCKS, HARDWARE, ETC., AND ALL OTHER ITEMS REQUIRED TO BE DEMOLISHED TO ACCOMMODATE THE SCOPE OF WORK FOR NEW CONSTRUCTION. 21. REMOVE ALL EXISTING PLUMBING FIXTURES AND ALL EXPOSED HORIZONTAL AND VERTICAL PIPES (UNLESS NOTED FOR REUSE) ARE TO BE CUT -OFF AND CAPPED AT RISER. ALL CAPPING TO BE CONCEALED BEHIND WALL OR BELOW FLOOR SLAB. I REVIEWED FOR CODE COMPLIANCE APPROVED JAN 202011 City of Tukwila BUILDING DIVISION RECEIVED JAN 13 2011 PERMIT CENTER MICHAEL KORS WESTFIELD SOUTHCENTER 51 5 Southcenter Mall Tukwila, WA 981 88 T S C• D E S 1 G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS TSC • th T S C• D E 5 1 G N l5anniversary Celebrating 15 years of excellenc Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 7867 ". --::, 01W*' Mb :D rya, . % ��'0 ii ASHIN 1 Drawing Title: 1ST FLOOR DEMO PLAN Project No: Drawn By: 10258.01 WM Checked By: IK Scale: Permit #: 1 /4" =1' -0" D10 -322 Drawing Number 32)- 0 DM- 100.00 06 of 36 / /// "// d • � // /z,, ff,,�`'//�',�'II//////// / E f/ I d ;3//,///// F A f/ f ! , d E F J/ 1 ' f //////Y ,//////F//// " `E//% /,' • ,� E / J r r /* / ///E� /////// //!/. E. -F,' f // 7' -3" m. 0./ In 111 F 11 1 r II II P I!. .Z7 df'dfir rifflAo .r DOUBLE DOOR SEE NOTE #6 —NEW STORE ENTRY / BARRICADE DOOR MALL r 5, -3" MICHAEL KORS 8�'3f/ /Jf%Cf /.yam' // /%//f/ 6 ' W//%///,C/,Ol// /.YLLY? ///// ///// �/ / ' ,1 222/2/ /// / X d / / /f r y// / / /n ;f �% /, YF ., / � F , f / F /f 1/2;/ Fr ,:' / / /`.`b , / F / d/ / ////1/2/////:' / ///d //// /// /// / / / /C/ / / / /// //7///////h1/2//,/,', / , F / f f // ;y //// F • /J' /e ,,,,Y / l / / / / // /°" / / // / /7/ //: //:/// f / / :/ // '/4%-*/ // ,// />c* , `7 />/ /%-`%; // F / / //, /// f Z // : / / // F /f // t// , PLAN - BARRICADE SCALE: 1/4" =1' -0" TOP OF BARRICADE TO BE CLOSED WITH METAL STUDS AND 5/8" THICK FIRE —RATED GWB ON BOTH SIDES. / /// / /.4a /1/2/z //`// ;,// //. /./ :7/2 / /f // /, , /,F ALL GRAPHICS PROVIDED AND INSTALLED 1 BY MICHAEL KORS, GRAPHICS TO BE SUBMITTED FOR LL'S APPROVAL PRIOR TO FABRICATION & INSTALLATION. SUBMIT GRAPHICS FOR APPROVAL TO KIMBLERLY BLUE. (T): 206- 802.6048 (E- MAIL): KBLUE @WESTFIELD.COM / / / / ALIGN I- TOP OF EXIST SAWTOOTH SOFFIT — +15' -6" TO SAWTOOTH BARRICADE PAINT: BENJAMIN MOORE 2134 "NIGHT HORIZON" HIGH GLOSS �_ ±14' -2" 8 -0" ELEVATION - BARRICADE SCALE: 1/4" =1' -0 7 -4z — CENTER OF DOUBLE DOORS ON NEW MK STORE ENTRANCE BARRICADE BY LL BLACK VINYL BASE MALL F.F. EXISTING DOOR TO COORDIOR BEYOND (NOT IN SCOPE OF WORK) -H LEASE LINE HIDDEN LINE OF SAWTOOTH ABOVE NEW NEUTRAL PIER BY L.L. ALIGN NEW NEUTRAL PIER BY LL TO SAWTOOTH 3' -0 BARRICADE PROVIDED & INSTALLED BY L.L. THIS DRAWING IS FOR REFERENCE ONLY BARRICADE INSTALLATION TO BE COORDINATED WITH LANDLORD'S OPERATION OFFICE. 2. TI IC TEMPORARY BARRICADE WILL DE INSTALLED PER LANDLORD Sf ECIfICATIONS 3. STOREFRONT — BARRICADE MUST BE CONSTRUCTED WITH ONE—LAYER—GF -5/8 '+LICK FIRE RATED TYPE "X" CWB MAY NOT EXTEND MORE THAN 3' 0" BEYOND THE LEASE LINE. • 5. C.C. TO COMPLETELY SEAL OFF FROM TOP OF TEMPORARY BARRICADE ACROSS TO THE TOP OF SAWTOOTH 6. THE BARRICADE SHALL HAVE A FACTORY MADE DOOR WITH LOCK SET AS PER LANDLORD'S GUIDELINES, WHICH SHALL BE KEPT CLOSED. A COPY OF THE KEY SHALL BE LEFT AT THE LANDLORD'S OFFICE. WITH ON SITE MANAGER. 8. C.C. TO PROVIDE HORIZONTAL AND VERTICAL SUPPORTS AS NECESSARY TO SUPPORT BARRICADE AND PROVIDE STABILITY. ACCUMULATIONS. EXTERIOR SURFACE SHALL BE SMOOTH AND READY FOR CRAPHICS. 9. ALL GRAPHIC TO BE SUBMITTED FOR LANDLORD'S APPROVAL PRIOR TO INSTALLATION. KIMBLERLY BLUE, (T): 206.802 -6048, (E— MAIL): KBLUEOWESTFIELD.COM 10. G.C. TO f ROVIDE HORIZONTAL & VERTICAL SUPPORTS AS REQUIRED TO SUPPORT BARRICADE & PROVIDE STABILITY. FOR EXTERIOR APPLICATIONS, BARRICADES SHALL BE ENCLOSED AND THE TOP SHALL HAVE MINIMUM SLOPE TO AVOID WATER ACCUMULATIONS. EXTERIOR SURrACES TO DE SANDED SMOOTI I & READY FOR BARRICADE PAINT: BENJAMIN MOORE # 2134 "NIGHT HORIZON" HIGH GLOSS BARRICADE BY L.L. 4" BLACK VINYL BASE +0' —o" 4' MALL F.F. SECTION - BARRICADE SCALE: 1/4" =1' -0" GENERAL NOTES SCALE: NTS IyJ ALIGN " -3" SECTION - BARRICADE SCALE: 1/4" =11 -0" +15' -6" TO SAWTOOTH ALL GRAPHICS PROVIDED AND INSTALLED BY MICHAEL KORS, GRAPHICS TO BE SUBMITTED FOR LL'S APPROVAL PRIOR TO FABRICATION & INSTALLATION 4' MALL F.F. CODECpMEpuFAOWCE APPRAyED JAN 2 U 2011 � Tukwila �� of BUILDING nn,.,,..... City 0 BUILDING DIllic�nww TOP OF BARRICADE TO BE CLOSED WITH METAL STUDS AND 5/8" THICK FIRE —RATED GWB ON BOTH SIDES. u) 7, -0" SECTION - BARRICADE SCALE: 1/4" =11 -0" TO SAWTOOTH PROVIDE BRACING FACE OF EXISTING SAWTOOTH SOFFIT 5/8" TYPE "X" GWB BOTH SIDES PROVIDE BRACING 2X4 SOLE PLATE — EXTREME CARE MUST BE TAKEN TO PREVENT DAMAGE TO MALL FLOORING. GC TO PROTECT AND RESTORE ALL MALL SPACES MALL F.F. RECEIVED JAN 132011 PERMIT CENTER btO- 32� MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 981 88 T S C• D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.21 3.4595 F:212.21 3.8237 www.tscdesign.com R.H. (Hank) Sweers II Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM fl REVISED PER DOB COMMENTS 0 TSC th T 5 C D E .5 1 G N 15anniversary Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS 11, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License # 7887 Current License Expires: 06 /06 011 7867 Drawing Title: BARRICADE PLAN Project No: Drawn By: Checked By: 10258.01 WM IK Scale: Permit #: AS SHOWN D10 -322 Drawing Number A -100 07 of 36 NEUTRAL PIER DETAILS / / / % ` i '� f i � /r ♦ f` //////,/21,2,. r / / / r / ' 4 r f / d ' rr ,♦ '� f ` d r• f ' f21//////2"//////// d `J � f' r i !/ / ` � f f / I ,Pe F/ f f J 'f / � f 3 r r l r/ � / ' r / � r a 3 /.J J J/ / / f ;J � .J . d d ` // E >E F f r 'F /,',/,e2 � + /r'/ / / ' � ,/ / d r f Y f / 2//;::/"22/2.2, /,'"1/,' F J // /q fi i ! < � / r d J` / J i i fi � f f / //�a � J!/ / F F i AF J F l / � F / , �J r/ / / ' ;�d/ / /� A" J•//i/ //////// r ' , ` r ` / `i ``/ / f S/F f I I r f d f jf /`' •v / ` J f f f 'I `{/ O` . M d � /•I '` , � f v I ' e fY / F J' F f / : / /` Y i' • f'`i /` ! ` ` f nf f;J / F / %9 F F / J f a' if F r / /F y /J r / } r/ ,, �f ✓ f J /r f' J �F %a 9 F � / , F J r / f fr ` J f r ' F // 2i y F /./ !i / />,/-/ r „ r Y / r ` / ' J �- i` JJ ;r `/ f, : i� / ` r / % . rl � / r% ' r .Jf .T /// J` /if J i / �1 f f / /..,/// / + ♦ ! , F Y . /' JrJ / r 1 i Jf I d �J x / +F /` / / / � f r A.F f! r `r ^ , e ''/://: / Y d l / dF J / er r J . ` ,r , f r / / ` rb I J ' f L J / r� r ' J `/.• ' � i F / 'f , / ! ' J f Fr � I f / / r ' ` F J fF d b . r i / f ,`✓ f r +`' . f ` f d• ` rI i' / ff % / ` / f / / a J - 1i ! f r / / ` � J.: l ADJACENT TENANT v/ .� MICHAEL KORS SPACE PADE N OT I N SCOPE) L' Z 1 r a Z LEASE LINE FACE OF ADJACENT TENANT'S STOREF RONT 6 STEEL STUDS TO B.O. EXISTING SAWTOOTH SOFFIT ABOVE & EXTEND • OF WORK)' TO ALLOW TOP OF NEUTRAL PIER TO VENDOR SHELF LOCATION, SHELF LOCATION, MALL CORRIDOR REFER TO DWG 6 (NOT IN SCOPE ` LINE OF EXISTING FASCIA OF SAWTOOCH CEILING ABOVE - - - - [ - ` I•j ALIGN W/ TOP OF SAWTOOTH SOFFIT - SEE PARTITION TYPE A -500 - EXISTING RISER REFER TO DWG A201 1 L. + .,.,• - TO REMAIN FOR INFORMATION. Asimor ;7/ , . _,.�Wr A-400 A201 FOR INFO ,r �' FITTING / PI A -201 �:::... EXISTING 1 HR RATED PARTITION FIRE <i pm � [- �- a e:: t,� - HIDDEN LINE OF EXISTING SAWTOOTH SOFFIT ABOVE rte-- IN ' , / ' `/ 'F NOTE: NEW NEUTRAL PIER WORK BY L.L. DETAILS FOR REFERENCE ONLY 2 I El ���I- fr...r,. „sn.. n, 1 1 1 `' • NEW ENCLOSURE SEE (nP•) COLUMN r t� MANAG TABLE, 1 - 1 2 i- ' -1 ` A .. k:, .. ., , s FLQj00/ A BOH ` BATHRM R SEE 104 1 ...�,� ... µ.le':- s:,.,i,'`: - a, .,G,'. f\ nrvvz r RECESSED DURATRAN, I COORDINATE WITH MWC - MK ST -1 FACADE LINE OF SOFFIT ABOVE 1„ z ,/, , jf < ' F F t`, f 107 FA - A A500 / TEL 12 A1201 / ' s / ♦'/,,+ , /F /; •` 6 1 KS G.C. TO INSTALL FIRE - RETARDANT IN -WALL BLOCKING & SHELF SUPPORT FOR MILLWORK 1TEMS-�PROVIDE BY- MWC)-C-OOR-NIDATE LOCATIONS WITH ELEVATIONS & MILLWORK SHOP DRAWING TYP ( ) FLOOR 4 A -200 2 I 'y 1 - , PTD TO NEUTRAL GWB LINE OF'� y.' .r�F / //,f,ir tref o - WATE COOLER 1- ' TO LINE PER , , _ U - -L ENTRY ACCESS DR - I TO SLIDING - / GATE L.L. TO INSTALL 8 STONE BASE MALL STANDARD DETAIL - & MATCH PIER & STOREFROT FRAME F . ,,, /, NEW E E ` f ,; /i . E , - - - _ ' 02 A -200 6 n r- z F fi LOCATION PROVIDE WATER 1/2" CLR BRUSHED ALUM CHANNEL RVL BY G.C. STONE FACADE PANEL; ,L:`' `j; TO CO �F' /` MEP DRAWING A-301 MEP D d ' ' 4 8 A -200 7 1 101 1 A SCALE: 3" =1' -0" ADJACENT TENANT ': y' y r MICHAEL KORS SPACE _- REVIEWED CODE COMPLIANCE ApPRfVED JAN 2 CltyofTukw� BUILDING 103 fJ /' a` ;:!` �k ;/ I/ rF %r % 9 ° :. _ FITTING RM LEASE LINE BEAD CURTAIN G.C. TO PREPARE SLAB TO RECEIVE NEW ; / q .9 dM ,"//, �/',�°d /'I `/ ri'/;�;3 /dam /` / ,' F� OPERATION LIGHTWEIGHT CONCRETE UNDERLAYMENT - PREPARE NOT IN SCOPE) (NOT EXISTING DEMISING WALL ° 106 105 I FOR SUBSTRATE & INSTALL IN ACCORDANCE WITH MTG SPECIFICATIONS. THICKNESS OF UNDERLAYMENT AS o °- ,/ *,;�i Ir ff /r` % F /' /J , ' /`` ', ` `',// %F /' /'/`'�" F4; I 1 REQ'D TO LEVEL SLAB & ALIGN NEW FINISHES W/ Z ,.. w '� ,- F•.` f, t - Z'/ - LEASE LINE 1 ° C d EXISTING MALL FINISHES 1 7011 - I °` ` r•+ � , FACE OF ADJACENT TENANT'S STOREFRONT P. `° - - - - �i - - - ° A -201 II STOREFRONT PLATFORM BY MWC G.C. TO INSTALL ' FIRE - RETARDANT IN -WALL 6" STEEL STUDS TO B.O. EXISTING SAWTOOTH SOFFIT ABOVE & EXTEND 1 BLOCKING & SHELF SUPPORT FOR MILLWORK ITEMS 1 LOCKER a - - / - ' /''/ ; /'/ r, DIVISION " : �� TO ALLOW TOP OF NEUTRAL PIER TO ALIGN W/ TOP OF SAWTOOTH SOFFIT - SEE PARTITION TYPE A -500 L BR K (PROVIDE BY MWC) COORNIDATE LOCATIONS WITH ELEVATIONS & MILLWORK SHOP DRAWING (TYP) A 500 E SEE TY .:/ f `` !/ / / /f/ F; , ',/,/////,/,/ TAB DI W� PLAY 02W NEW MTL /GLASS STTREFRONT #14/A201 • LINE OF SOFFIT ABOVE HIDDEN LINE OF = _ I ta c ;, . ; IYcZTMG SAWTOOTH SOFFIT ABOVE • '` I /'//// ` / `'/ / /', / /`/ it /,i°><7!/:9J y/f /N'/ /J //:9// J! .O f♦ ;:e,i.::'" � - - - i r 4 4 1 rail/� 40 .�7.'7/rl/rL� /// a F f I /f// f r r r D V / / d / d f .! v ! � ! f f % Y , f` i ` l F / ��Ffi ///F f �EfF /rr /d� / f f : / J /� aa JF ar r , / f `% f rr/ � j f f r f i F v� � fr ;`' 'J,•' j . -. .=,:‘,!,.,;.,:.t..,;::::;;,:,, 0....,..-,::,::.,:,,,,.?.,r;,i .,, F`/ Y A-101 J y . / : d / F f / F // / � F J � ` J�✓ �V / J r / / / / /a Y � f / `/ ////////2////// J J Y r i � / f% J /J A :/ / i ✓ J f J f ; J , / i f 1 F F t / I % � +{ 9 J l /f / J J r 3a /, r ' rr'i`r '% J / i 1 „ I I r 7/////- J %/ F 66 1 �'nJ d �F r /////////// / / / f r .' J ' a r v � F 'a � !/ . .F `. / r `j J , d , !/ ' / ` /. / FJJ / ! / 9 :F r y ///,',/,2,/,///://,/,/,/,///, ' J ® / f / / j '' l / i%/ J ' // / ` / ff r f' /♦ F �J f r / s ' J :/./././/- F s J/ / / ` /2/72',/, / /i/.2.,,/,/,/, ' f ♦ ` f ♦ / / F f / i Y'r F d J / ♦ rsF � r: / / / J' � /% / ` ` j . f i : �f i J � F f / /` J r / r fJ � l f/ / .J'' f i i / / ✓ �/ +J / / / f � J ! J C `♦ �` C �/ � ;`•' ` % Of " .% � i J ' J />� rrf � f f r v „/„ / ,� 9 j <: / / '/// ..:rr F r e' t e r . J.J , ' r J % ' r ,eF / :i J amF ' r ! J f f , A i ` r i i. / ` f r ' + / f r : l : URA L PIER BY L.L. PTD G WB & MK STOREFRONT & L.L TO INSTALL 8" STONE BASE TO MATCH MALL STANDARD GLAZING ! 1 2 CL R BRUSH ED ALUM DETAIL - NEUTRAL PIER &STOREFRONT FRAME CHANNEL RVL BY G.C. SCALE: 3" =1' -0" CONSTRUCTION LEGEND CONSTRUCTION NOTES EXISTING PARTITION - EXISTING PARTITION TO REMAIN, 1. GENERAL CONTRACTOR SHALL COORDINATE, SUPPLY AND INSTALL ANY BLOCKING (FIRE RATED) AS REQUIRED FOR THE SECURITY, MILLWORK, FURNITURE INSTALLER OR OTHER VENDORS OR SUB - CONTRACTORS. 2. THE GENERAL CONTRACTOR AND ALL APPLICABLE SUBCONTRACTORS SHALL PROVIDE AND INSTALL 2X WOOD BACKING (FIRE RATED) BETWEEN STUDS FOR ANY BASE AND WALL - MOUNTED CABINETRY AND SURFACE - MOUNTED ACCESSORIES PRIOR TO THE INSTALLATION OF ANY WALLBOARD. PROVIDE BACKING EVEN IF CABINETRY AND ACCESSORIES ARE "BY OTHERS" OR "NOT IN CONTRACT" (N.I.C.). CONTRACTOR SHALL MARK LOCATION OF BACKING ON WALLBOARD FOR THE USE OF THE CABINET /EQUIPMENT INSTALLERS. 3. GENERAL CONTRACTOR SHALL COORDINATE ALL WOOD GROUNDS, STEEL SUPPORTS AND ANY OTHER ITEM THAT IS EMBEDDED INTO THE DRYWALL PARTITIONS OR ENCLOSURES WHICH RELATES TO HIS WORK OR THE WORK OF ANY OTHER CONTRACTORS. ALL WOOD GROUNDS, BRIDGING, BRACING, FRAMING ETC., SHALL BE FIRE- RETARDED AS CALLED FOR BY THE BUILDING CODE AND GENERAL CONTRACTOR MUST SUBMIT AFFIDAVITS OF SUCH FIRE RETARDATION TO THE ARCHITECT. 4. GENERAL CONTRACTOR AND MILLWORKER SHALL INSPECT AND FIELD VERIFY ALL WALL THICKNESS FOR DOOR JAMBS AND WALL PENETRATIONS. 5. ALL DIMENSIONS ARE TO FINISHED SURFACES UNLESS OTHERWISE NOTED. 6. DO NOT SCALE DRAWINGS. IF REQUIRED DIMENSIONS ARE NOT INDICATED, THE GENERAL CONTRACTOR SHALL NOTIFY TSC FOR RESOLUTION. 7. GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND NOTIFY THE OWNER AND THE ARCHITECT OF ANY DISCREPANCIES IN THE PLANS. NOTIFICATION SHALL BE IN WRDING. SHALL BYPASS FACE OF COLUMNS OR MASONRY PARTITIONS WITH (1) LAYER OF 5/8" GYPSUM WALL -BOARD UNLESS NOTED OTHERWISE. 18. ALL DOORS IN DRYWALL OR MASONRY PARTITION SHALL BE SET 4" FROM OUTSIDE EDGE OF BUCK TO IMMEDIATE ADJACENT WALL, UNLESS OTHERWISE NOTED. 19. ALL JOINTS IN NEW PARTITIONS, AS WELL AS JUNCTURES BETWEEN EXISTING AND NEW PARTITIONS, SHALL BE TAPED AND SPACKLED AND FINISHED SMOOTH. 20. WHERE INDICATED ON THE CONSTRUCTION PLAN, THE DRYWALL CONTRACTOR SHALL INSTALL CONTINUOUS, FULL HEIGHT ACOUSTICAL INSULATION BLANKETS BETWEEN THE STUDS UP TO THE BOTTOM OF THE STRUCTURE ABOVE LEAVING NO VOIDS OR SPACES. " 21. THE CONTRACTOR SHALL APPLY AT LEAST TWO CONTINUOUS 1 4 DIAMETER CAULKING BEADS AT THE FLOOR AND CEILING CHANNEL / RUNNERS AND ABUTTING CONSTRUCTION PRIOR TO THE INSTALLATION OF THE GYPSUM BOARD PANELS. 22. THE GENERAL CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING FOR ALL WALL OPENINGS FOR DUCTWORK, RETURN AIR OPENINGS, ACCESS PANELS AND GRILLE OPENINGS ABOVE AND BELOW HUNG CEILINGS. THESE ARE TO BE COORDINATED WITH H.V.A.C. ENGINEERING DRAWINGS AND THE GENERAL CONTRACTORS MECHANICAL CONTRACTORS SHOP DRAWINGS. ALL SPACES OR GAPS SHALL BE PROPERLY SEALED FOR SOUNDPROOFING AND VIBRATION. 23. PROVIDE ALL NECESSARY CUT OUT FOR THE INSTALLATION OF ELECTRICAL OUTLETS, SWITCHES AND /OTHER ELECTRICAL AND /OR MECHANICAL DEVICES. 24. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF ALL CONTROLLED INSPECTIONS, AND SHALL PAY ALL ASSOCIATED COST. 25. THE GENERAL CONTRACTOR SHALL BE BE RESPONSIBLE, AND PAY FOR ALL FEES ASSOCIATED WITH THE OBTAINING OF ALL PERMITS REQUIRED BY ALL GOVERNMENTAL AGENCIES. THE GENERAL CONTRACTOR SHALL FILE THE DRAWINGS WITH THE PROPER AGENCIES IF THIS IS NOT PERFORMED BY THE OWNER. COORDINATE WITH OWNER PRIOR TO SUBMITTING FINAL BID. 26. THE CONTRACTOR IS TO PREPARE THE JOBSITE PARTITION LAYOUT FOR APPROVAL BY TSC PRIOR TO ERECTING PARTITIONS. PROVIDE THREE (3) DAYS PRIOR NOTICE TO TSC. 27. THE CONTRACTOR SHALL TAPE OR MARK ON THE FLOOR SLAB AND /OR RAISED FLOOR, ALL FURNITURE SYSTEM PARTITIONS AND ELECTRICAL, TELEPHONE AND COMMUNICATION CABLE FEED FLOOR OUTLETS, FOR TSC, APPROVAL PRIOR TO CORE DRILLING AND PLACEMENT OF OUTLETS. 28. PROVIDE 80" HEADROOM FROM THE WALKWAYS SURFACE TO ANY OVERHANGING OBSTRUCTION. 29, HEADROOM OF 80 ". MINIMUM SHALL BE MAINTAINED FOR WALKS, CORRIDORS, AISLES, ETC. 30. WHERE INTERFERENCE CAUSED BY DUCTWORK PREVENTS SECURING METAL STUDS TO SLAB, SECURE STUDS TO BLACK IRON AND SECURE BLACK IRON TO SLAB IN AN APPROVED METHOD, 31. WHERE EXISTING PARTITIONS HAVE BEEN REMOVED, ADJOINING WALLS, FLOORING, CEILING, ETC. ARE TO BE PATCHED FLUSH AND MADE READY TO RECEIVE NEW FINISHES. ALL REMAINING EXISTING (AND CORE) WALLS, EXTERIOR WALLS AND COLUMNS ARE TO BE CHECKED FOR CRACKS, WAVES, IMPERFECTIONS AND ARE TO BE SCAR PATCHED IF NECESSARY TO PROVIDE A SMOOTH EVEN FINISH. 32• GYPSUM PARTITIONS AND JOINTS ARE TO BE TAPED AND SPACKLED FLUSH, READY FOR SPECIFIED FINISHING TREATMENT. ALL EXPOSED CORNERS ARE TO BE FITTED WITH METAL CORNER BEADS. 33. CONTRACTOR TO INCLUDE COSTS FOR FLASH PATCHING OF SLAB AND /OR CUTTING OF DOORS OR FRAMES ETC. TO ALLOW TRUE, LEVEL AND STRAIGHT INSTALLATION OF ALL DOORS, FRAMES AND OTHER FIXED ITEMS AND FINISHES. 34. CONTRACTOR IS RESPONSIBLE FOR COSTS TO REPAIR CONVECTOR /RADIATOR COVERS DAMAGED BY DEMOLITION OR NEW CONSTRUCTION. 35. THE CONCRETE SLAB SHALL 6" THICK, 3,000 PSI CONCRETE, REINFORCED WITH 6 X 6/W2.1 X W2.1 WELDED WIRE MESH OR #4 REBAR 0 12" O.C., OVER 2" OF CLEAN SAND, OVER 1 OMIL VISQUEEN, OVER 2" OF CLEAN SAND. THIS OCCURS WHEN EITHER THERE IS NOT SLAB, OR THE SLAB IS CUT DUE TO PLUMBING WASTE LINES. 36. ALL DIMENSIONS NOTED ARE TO BE MAINTAINED WITHIN CSI TOLERANCES. ANY DISCREPANCIES MUST BE IMMEDIATELY IDENTIFIED AND REPORTED TO TSC FOR FIELD ADJUSTMENT PRIOR TO PERMANENT WORK OR INSTALLATION. 37. ALL DRYWALL PARTITIONS IN BATHROOMS AND /OR WALLS RECEIVING TILE SHALL HAVE MOISTURE RESISTANT GYPSUM BOARD ON BATHROOM SIDE. 38. CONTRACTOR TO PROVIDE FLOOR MOUNTED ANCHOR SUPPORTS (INDUSTRY STANDARD 1/4" BENT STEEL PLATE, SECURE TO FLOOR) IN LOW HEIGHT DRYWALL PARTITIONS AT ALL UNSUPPORTED ENDS GREATER THAN 3' -0" FROM A 90 DEGREE CONNECTION WITH ADJACENT PARTITION OR COLUMN. 39. CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL ALL BLOCKING AND GROUNDS AS REQUIRED FOR THE INSTALLATION OF WINDOW BLINDS, DRAPERIES AND CURTAINS USING FIRE RETARDANT WOOD. ' 40. GENERAL CONTRACTOR. /CONTRACTOR TO COORDINATE W /FURNITURE VENDOR ON ALL FURNITURE SYSTEM LAYOUTS PRIOR TO ALL ELEC /DATA ROUGH -INS. 41. FOR PARTITIONS WHICH ARE OFFSET AT INTERSECTION WITH PERIMETER WINDOW WALL, THE PORTION OF PARTITION PARALLEL WITH WINDOWS TO BE HELD 6" FROM CONVECTOR, UNLESS OTHERWISE NOTED. CONTRACTOR TO CONFIRM CLEARANCE WITH BUILDING MANAGER, ETC. AND ADJUST DIMENSION ACCORDINGLY. 42. CONTRACTOR TO FURNISH AND INSTALL ALL PLUMBING FIXTURES, PANTRY APPLIANCES AND ACCESSORIES IN TOILET ROOMS. SEE DETAILS FOR LOCATIONS AND SPECIFICATIONS. 43. IF APPLICABLE, BUILDING MGMT /LANDLORD WILL REPLACE EXISTING ROOF WITH NEW ROOFING AND FLASHING, INCLUDING THE REMOVAL OF ALL EXISTING MECHANICAL UNITS AND RELAYED ITEMS PRIOR TO NEW WORK ON ROOF THAT ARE SPECIFIED ON BID DOCUMENTS. ALL REQUIRED ROOFING REPAIR WORK INCLUDING NEW ROOF PAVERS INSTALLATION SHALL BE PERFORMED BY THE BUILDING ROOFING CONTRACTOR, UNDER THE GENERAL CONTRACTOR'S CONTRACT, SO AS TO KEEP THE ROOFING WARRANTY INTACK. G.C. TO VERIFY WITH BUILDING MGMT ON CORRECT ROOFING CONTRACTOR. SUBSTITUTE OF BUILDING ROOFING CONTRACTOR IS NOT PERMITTED. 44. OBSTRUCTIONS WITHIN THE WALK PATHWAY I.E. POLES OR FIRE HYDRANTS) SHALL PROVIDE A 36" MINIMUM CLEAR WIDTH TO THE EDGE OF THE WALK. ( , 45. PROTRUDING OBJECTS WITH LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL NOT PROTRUDE MORE THAN 4" INTO WALKS, CORRIDORS, ETC. OBJECTS WITH PROTRUDING EDGES LESS THAT 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. FREE STANDING OBJECTS MOUNTED ON POSTS BETWEEN 27" AND 80" ABOVE THE FLOOR MAY PROJECT MAXIMUM OF 12 ". 46. FREE - STANDING SIGNS WHERE THE BOTTOM EDGE IS AT OR LESS THAN 80 INCHES ABOVE THE FINISHED FLOOR SHALL HAVE THE EDGES :OU.'ED OR EASED WITH A ► UM •;1 S 1 1/ ;" 47. ALL IN -WALL WOOD BLOCKING AND BACKING TO BE OF FIRE RETARDANT WOOD THRU -OUT THE PROJECT. e XX .' PROTECT DURING DEMOLITON AND CONSTRUCTION PHASES OF THE PROJECT. GENERAL PARTITION - SEE DRAWING SERIES A -500 FOR SECTIONS AND SPECIFICATIONS. NEW WALLS NOT TAGGED SHALL BE ASSUMED TO BE GENERAL PARTITION TAG #1. WALL MOUNTED FIB EXTINGUISHER = GC TO 6 VERIFY LOCATION OF FIRE EXTINGUISHERS WITH FIRE INSPECTOR DOOR NUMBER XX SEE DRAWING SERIES A -600 FOR DOOR SCHEDULE FOR SPECIFICATIONS. DETAIL # QS DETAIL TAG, SEE DETAILS u 1 FOR MORE INFORMATION. DRAWING # DIMENSION STARTING POINT. 8. MILLWORK CONTRACTOR SHALL REVIEW ALL DWGS AND DETAILS- FOR ALL MILLWORK. 9. GENERAL CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS FOR APPROVAL. • - • • • • '• • • • 'RIOR OFFICE 10• : • : • :, • : : " :: • - .. ; • ; . FOR • • • .; ; . ; • " ; ; RESOLUTION. 11. THE DRYWALL CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER TRADES. WHERE DRYWALL CONSTRUCTION IS IN CONFLICT WITH DUCTWORK, PLUMBING LINES, ETC., THIS CONTRACTOR SHALL PROVIDE ALL NECESSARY BRIDGING AND BRACING REQUIRED "T0 SECURE DRYWALL AND TO MAINTAIN FIRE OR SOUND RATING WHERE REQUIRED. 12. WHERE EXISTING FIREPROOFING HAS BEEN REMOVED AT COLUMNS, BEAMS, ROOF /FLOOR DECKS OR ANY OTHER SURFACE NEW FIREPROOFING. SHALL BE INSTALLED TO COMPLY WITH THE REQUIRED FIRE RATING. GENERAL CONTRACTOR IS TO VERIFY THIS CONDITION IN THE FIELD. 13. THE GENERAL CONTRACTOR IN COORDINATION WITH THE DRYWALL CONTRACTOR SHALL PROVIDE ALL LINE AND GRADE MARKINGS ON THE FINISHED FLOOR FOR ALL PARTITIONS FOR THE ARCHITECT'S APPROVAL BEFORE PROCEEDING WITH ANY WORK. 14. UNLESS OTHERWISE NOTED, ALL DIMENSIONS FOR PARTITIONS ARE FROM FINISH SURFACE TO FINISH SURFACE OR FROM FINISH SURFACE TO WINDOW MULLION. 15. ALL GYPSUM WALLBOARD PARTITIONS SHALL BE ERECTED AS SHOWN ON THE PLANS, DETAILS OR AS CALLED FOR IN THE SPECIFICATIONS (NOTES). ALL GYPSUM WALLBOARD PARTITION JOINTS SHALL BE LOCATED SO THAT PANELS EDGES FALL ON ALTERNATE STUDS. ALL JOINTS SHALL BE TAPED, SPACKLED AND FINISHED TO A LEVEL 4 FINISH AS PER THE GYPSUM ASSOCIATION LATEST GUIDELINES, TO RECEIVE NEW WALL TREATMENT AND FINISHES. 16. GYPSUM WALLBOARD SHALL BE FURNISHED AND INSTALLED IN THE LONGEST AVAILABLE LENGTHS SO THE WALLBOARD PANELS SHALL EXTEND VERTICALLY IN ONE PIECE FROM FLOOR TO CEILING AND /OR SLABS, BEAMS OR DECKS ABOVE, AS REQUIRED. ALL GYPSUM WALLBOARD SHALL BE INSTALLED TO THE LATEST GUIDELINES OF THE GYPSUM ASSOCIATION. 17. WALLS SHOWN ALIGNED WITH THE BASE BUILDING CORE STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE AND XX.XXX ROOM NUMBER /IDENIFICATION. MILLWORK HOLD DIMENSION 'MWH' COORDINATE WITH MILLWORKER AND MILLWORK SHOP DRAWINGS O FLOOR DRAIN .... 32. 7...„ MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila WA 981 88 T S C• D E 5 I G N 275 Seventh Avenue, 1 9th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91 101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.1.1 ADDENDUM #1 REVISED PER DOB COMMENTS Q TSC th T 5 C• D E 5 I G N l5anniversary Celebrating 15 years of excellenc Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H, SWEERS II, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License # 7887 Current License Ex•ires: 06 / 06 / 2011 7867 RECEIVED JAN 13 2011 PERMIT CENTER Drawing Title: CONSTRUCTION PLAN Project No: 10258.01 Drawn By: WM Checked By: IK Scale: 1/4" =1-0" Permit #: D10 -322 Drawing Number A -101 08 of 36 / / / / / / ,a /.. /F / / / /, /,. / / // / / /// t J / / F F // // a''``y ,aF"� /` // / //x/ /x ?// . -°`a� ;!/d / . / // / / / . ;F / /// / F F J J a a F F % , F / / / / ' ' / . y • / ••/ / /// / / / // / /7/./ ' F . // /////////,'' ! / ' 7 // / // / /// //////// ////, / / ` / / // //+1 /// //1/ // / / 7 ' / / /// /// / ,/ / / 7 ////// ` / / / / ` / x/ 7 7 / / ////////// I/ / /// / / // / / / / / / // //,/ /7/ / 9/ / /,. // f// /// ////// , • / /, '//// /. / / / // / /// r / ,,/ F/ / /////////////////// ` / ' d / ' r// / / / / / /./ /` / / /// / / ` / /// /// / ' //// / / //:..,. // / //s / 1 J f f /7// // / AGENT/ %T ////// / /// •••/a /. / / / f/ /f • , // / /7/ / / / 1. ///// // :f /., /: /F /`// ••/ /,/,/ / // / /Y. / / /// /•////,/ '� /'/ : FFF�F / // / /{ MALL CORRIDOR (NOT IN SCOPE OF WORK) 63' -4"VIF 4, -0" 12' -94 HOLD 3' -111" ifZer4W.,:ff AWAY Zap SALES FLOOR LEASE LINE C DE C WED FOR APPWWFD JAN 20 2011 City of Tukwila B ILDING DIVI,�If DISPLAY WINDOW , r 1 a Ara" ANY • //' /7 /e / : /// / i/ / / / /' / / ••• / r ////,/ / /i/ / / / / / / /' //// / • //,/ / / /`' // .'/ y/ // / • // //f '/" // // o `%/ // /'/ // / / /x / / /.// !`` / / / /// /// //7 , / /�,/„> , /// // / /a^ /// /7//` ,e f / ' /T/77 // ./'/ / //:/ / / /77 7 / // /: 7 .// / / / / /. /// /V/ / 7.././,/./ / / F/ // ,/' ' //,//./../// /"///, . ,J / / // /// :/ / /F // /•/••/ / f ! 3 F // //»/` ////,////////////// J 1 , r// / 9 //, • / / / /./`F,/ / //` F� / / // / /✓ "/` / /`1/ �. / / / // ////. /r/ ///// //// /{ /// /'/,/" / /A / `�' /:/ /' // /F / /// , //// r a // /s/ // /' `,a `F /` F//,! // / f / / // // 7 / / / / '/ .F`c /'/ / // / / // / /// / // // /7// ';/ !'' /•• / ://F // • {, / :/7. RECEIVED JAN 13 2011 PERMIT CENTER 'WO - 32:2/ MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 981 88 T S C • D E S I G N 275 Seventh Avenue, 1 9th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers II Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614 - 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. 01 02 03 04 Date Issues and Revisions 10.08.10 ISSUED FOR SCHEMATIC SET 10.22.10 ISSUED FOR TC's REVIEW 11.05.10 ISSUED FOR BID / FILE 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS Q By TSC TSC TSC TSC th T 5 C• ■D E 5 1 G N 15a n n versa Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS 11, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 7867 Drawing Title: ENLARGED DIMENSION PLAN Project No: 10258.01 Drawn By:.. WM Checked By: IK Scale: 3/8" = 1' -0" Permit #: D10-322 Drawing Number A -111 09 of 36 LIGHTING FIXTURE SCHEDULE TYPE SYMBOL DESCRIPTION MFR / CATALOGUE WATTS VOLTS LAMP B3S i CYLINDRIX TRACK MOUNTED 1 LAMP METAL HALIDE INTERIOR ADJUSTABLE ACCENT LIGHT, SPOT AMERLUX CYLT39PAR2OMHEWT / MTG0018CTW120WT 44 120 LAMP: (1) CDM35PAR20 /M /SP /3K METAL HALIDE, 3000K 12,000HRS B3F CYLINDRIX TRACK MOUNTED 1 LAMP METAL HALIDE INTERIOR ADJUSTABLE ACCENT LIGHT, FLOOD AMERLUX CYLT39PAR20MHEWT / M T G0018 TW120WT 44 120 LAMP: (1) CDM35PAR20 /M /SP /3K K 12,000HRS METAL HALIDE, 3000K 00 . f {/ , � ` f' / / / J � /� / ?� / / J7 /1 �A, �` ' ' / r /// 1�I / ` f ! / � / r ' �� � � ` f� /' F / /////// f s �� J / � ! i' / d � y } F J p / //2///////22.// F / FF + f f {r i � ,4" f � f` ' r J } i - J // / f / d ? / l ` % / {, o- :� f? / / f r //f/'f, % f1 y F% f / / ' fi f / ? i d 5 f f { / } F f i i / ! C / ,yy / !'A d 4 f AY + f J? ! i f / / r? / '�/://://///:/// ,% / i / fY` / / / % �/ } , % i i /'/ ? 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SEMI - RECESSED 2 LAMP METAL HALIDE INTERIOR ADJUSTABLE ACCENT LIGHT, NARROW FLOOD AMERLUX CYLSR220MMEWT12ONFNFNFWT 56 120 (2) CDM2OTM /830 METAL HALIDE, 3000K 12,000HRS BOH FITTING BATHRM RM MALL CORRIDOR N O T I N SCOPE O F WORK 107 104 ' ' Xl (GC) F4X1 F4X2 F1 X18 F1X20 C3 SEMI - RECESSED 3 LAMP METAL HALIDE INTERIOR ADJUSTABLE ACCENT LIGHT, NARROW FLOOD AMERLUX CYLSR320MMEWT12ONFNFNFWT 78 120 (3) CDM2OTM /830 METAL HALIDE, 3000K 12,000HRS .. ,�!�� F16X1 F7X1 F7X1 F13X2 F4X6 [iL�l A -400 p -4 G►'-20 illwork) (millwork) (millwork) - - ''=0" _ '' -0' - (millwork) (GC) (millwork) - ^ __ ==® (millwork) (millwork) (millwork) ' .. !; "ter r?'/:�: l' /f fJff/ '`''_rZ 7 ��//2z /`l..I .:i / -f� i E;" fir !' f, - -__ - � <.. <;{ ��<. <::<:: >:, :.:.. 0'-2" � f f i / 4'2/ ! 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I , ✓ p• -- - - -- -- $ - -- ® P-2 P -2" o • . -O A-202 F1 F2 F3 F4 1' 8W BARTCO LINEAR FLUORESCENT 1 LAMP LOW PROFILE T5 STRIP WITH QUICK CONNECT, TUBE GUARD, WHITE. PROVIDE LAMP, JUMPER CABLES AND J -BOXES AS REQUIRED. 2' 14W BARTCO LINEAR FLUORESCENT 1 LAMP LOW PROFILE T5 STRIP WITH QUICK CONNECT, TUBE GUARD, WHITE. PROVIDE LAMP, JUMPER CABLES AND`} J -BOXES AS REQUIRED. 3' 21W BARTCO LINEAR FLUORESCENT 1 LAMP LOW PROFILE T5 STRIP WITH QUICK CONNECT, TUBE GUARD, WHITE. PROVIDE LAMP, JUMPER CABLES AND J -BOXES AS REQUIRED. 4' 28W BARTCO LINEAR FLUORESCENT 1 LAMP LOW PROFILE T5 STRIP WITH QUICK CONNECT, TUBE GUARD, WHITE. PROVIDE LAMP, JUMPER CABLES AND J -BOXES AS REQUIRED BARTCO BFLSA-8-JP BARTCO BFLSA -14 -JP BARTCO BFLSA-21-JP BARTCO BFLSA -28 -JP 8 14 • 21 28 120 120 120 120 LAMP: (1) F8T5/841 FLUORESCENT, 4100K 20,000HRS LAMP: (1) F14T5 841 O / FLUORESCENT, 4100K 20,0001-IRS LAMP: (1) F21T5 841 FLUORESCENT, 4100K 20,000HRSA (1) F28T5/841 FLUORESCENT, 4100K 20,000HRS FJII -CC2 I P -4 o ' , I - - - - cJ ' l 2 _ J BOH OPERATION T ENTRY N�E�I • O'- • ACC ___ _'; '!�' _`F'! � I 101 I � - � � O \ �k _ 101 - I ®� ST �� • EIVI . r CIF 106 PANEL _ -- /, % 1 SALES FLOOR 6 ® I O N 4 .!,�; <' � f i • '?' ..- it ' ,. `! ,�` r. I I 103 C3 _ 7 _ • - -� F I G RM 105 M -EIIII ---- -- - __ -_ -_ _-`_ -_ 2 P-4 • -_ C2 P -4 T6 M � o 1 -0 I I I :: I c • ! .` P -4 1 1 " ',: ..; ^� I ' < ' -0 � � �' ABOVII � -' e (millwork) millwork B3SX6, B3FX6 ' ... f �, f,' 2 i - - - - - - - M 4' INDUSTRIAL CHAIN HUNG OR SURFACE MTD ( MERCURY - - - MIET6 1320CT ELB UNI 32 120 2 F32T8 730 FLUORESCENT (2) / FLUORESCENT, 3000K 20,000HRS,, < I .: A -201 ' ' I S - ' ' _ ` Trough GC WHERE REQ'D.) 1 LAMP T8 OCTRON FLUORESCENT WITH SYMM. REFLECTOR I trl-E'lWII I M/ EM / 4' INDUSTRIAL CHAIN HUNG (OR SURFACE MTD WHERE REQ D. 1 LAMP T8 OCTRON FLUORESCENT ) WITH EMERGENCY BATTERY BACKUP MERCURY MIET6- 132OCTELBUNI -EMPK' 32 120 (2) F32T8U6/730 FLUORESCENT, 3000K 20,000HRS d o " 1 ; • • +: A -202 DISPLAY WINDOW -� - O• O•� 4 I P -2 © P -2 P -2 ® 1. N 4" 4 APERTURE 32W TRI -TUBE VERTICAL FLUORESCENT WITH SOFTGLOW REFLECTOR 120V SPECTRUM SP4VF132EX1/4410SG 26 120 (1) UFL- CF32/TC /730 FLUORESCENT, 3000K 10,000HRS CC4 A -202 :' -0" A -202 '' -0" :' -0" A -202 CC1 " / "`' c 102 -- 1_J� J 1111111111♦ mil ' _ _ __ _ . N - cr4 / <` d . ffi v f F $� fifvG F4 ® F4 F4 F4 F4 N/EM ENT 4 " APERTURE RTURE 32W TRI-TUBE VERTICAL FLUORES C WITH EM BATTERY BACKUP 120V SPECTRUM TRUM SP4VF132EX1 4410SG EM 32 120 (1) UFL -C F32 C 730 3000K 10 000HRS � l i �' < 1Fi �' , � / F1x2` � : rri Iwd[k � � % � F4 / .AF l / / / f / � F � �II1 i/ ! '` / , } i ? / d 6 r . . > ' / / A /' f % i % / '. . YY ' xiu6or F , , f /� f / k : r < J: i / � /+ � /, i i m Iallor , , P-4 N2 4 " APERTURE 26W TRI - TU BE VERTICAL FLUORESCENT EM BATTERY BACKUP 120V SP4VF126EX1/4410SG 26 120 (1) UFL-CF26/TC/730 TC 730 FLUORESCENT, 3000K 10,000HRS n. / J` F ', r { '/' l f i / 2,/,,/,',///Z/".///2 � �! }/s , f f / iit � fi f f / / 1 .2/ `// . <� /2,/,./ sE '% ,//2// f / ` , , , f . ` rillv • � f �i { r � ` d < ?� � ) JJ :r `1 f /, � ; , f 3'-0" : < ... :• X }WITH ,`/ . / 1 REG6 CON TECH SINGL E CIRCUIT TRACK MOUNT E D 600W CURRENT L MTNG END F EED CIRCU IT BR EAKER CON TECH LIGHTI N G 3 P REG6 P _ 120 LAMP: NOT APPLIC AB LE 3:7' F A ' / `� �} • ` % f / / r /2////Z/ / . f // ? ` i i f 1 f :,lJ/ // ( {f / 1 } / % , / J : •� F f f i �// r � ?/ ' r' ` r f r/ 1 CIRCUIT JU NO COMPATIBLE 120V 6 LENGTH, WHITE, SURFACE MOUNTED CO N TECH LIGHTI NG LT -6P 120 NOT APPLICABLE i ` I / l / 3 / ? // f. i / ? f f4y fi ` / ` `f //////////// / / F i ?i / I� F/ ?? ��/ /JyI f ffi / f% . f f : BUILD'A^ D w�i;/ Cityof Tukwila T8 1 CIRCUIT JUNO COMPATIBLE 120V TRACK, 8 ' LENGTH, WHITE, SURFACE MOUNTED CON - TECH LIGHTING LT -8P - 120 NOT APPLICABLE REFLECTED CEILING LEGEND REFLECTED CEILING NOTES �/- CEILING TYPE /FINISH M.E.FA DEVICES - SEE ENGINEERING DRAWINGS FOR SPECIFICATIONS. DWGS FOR SPECIFICATION HEAD HEAD AT 11.-0" AFF 1. THE GENERAL CONTRACTOR SHALL SUBMIT ALL CUTS AND SPECIFICATIONS ON FIXTURES FOR APPROVAL. 2. REFER TO ENGINEER'S DRAWING FOR QUANTITIES, AND TYPE SWITCHING DEVICES. LOCATIONS AS PER TSC DRAWINGS AND DIRECTION. 3. THE GENERAL CONTRACTOR SHALL REPAIR ALL WINDOW POCKET FASCIAS AS REQUIRED 4. NEW SUSPENDED CEILINGS SHALL COMPLY WITH THE BUILDING CODE FOR FLAME SPREAD AND SMOKE - DEVELOPED INDEXES. HANGERS, FURRING AND CROSS FURRING SHALL BE ALL METAL. ALL TILES SHALL BE NON-COMBUSTIBLE. 5. THE GENERAL CONTRACTOR'S CEILING CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF CONTIGUOUS. CABINET, RESPECTIVE WORK AND EECTRIC L CONTRACTORS INCLUDING THE TELEPHONE COMPANY WHEREVER CA THEIR IS 6. HUNG CEILING HEIGHTS SHALL BE AS SHOWN ON THE ARCHITECT'S REFLECTED CEILING DRAWINGS AND DETAILS. ANY DEVIATION FROM HEIGHTS SHOWN WILL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN THE EVENT ANY OBSTRUCTION ABOVE THE CEILING PLANE WILL REDUCE THE CEILING HEIGHTS DESIRED. 7. CEILING DIFFUSERS, THERMOSTATS, ELECTRICAL DEVICES , AND VOLUME CONTROL LOCATIONS ARE SCHEMATICALLY LOCATED BY THE ENGINEERING DRAWINGS, THE FINAL LOCATIONS OF ALL DEVICES IS DETERMINE D BY TSC DRAWINGS. NOTIFY TSC OF ANY CONFLICTS. 8. THE GENERAL CONTRACTOR SHALL PROVIDE AN OVERSIZED TILE AND CUT SAME TO AVOID "SLIVER" PIECES AND INSTALL SAME IN EACH AREA WHEN AN ACOUSTIC CEILING TILE LINE -UP ENDS 2" OR LESS FROM A PARTITION. 9. PRIOR TO CLOSING UP ANY CEILING, ALL PLENUM SYSTEMS ( HVAC, PLUMBING, ELECTRIC AND FIRE /SMOKE ( STOPPING,) SHALL BE INSPECTED AND WHERE REQUIRED, TESTED BY CONTRACTORS ENGINEERS, AND BY THE AUTHORITIES HAVING JURISDICTION TO INSURE THEIR PROPER INSTALLATION AND FUNCTION. 10. THE CEILING TILE JOINTS SHALL BE ALIGNED PERFECTLY WITH RECESSED LIGHTING FIXTURES. 11. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER AND WITH THE RECESSED LIGHTING FIXTURES. 12. CEILINGS IN CLOSETS SHALL BE OF THE SAME HEIGHTS AND CONSTRUCTION AS THAT OF ADJOINING SPACE, UNLESS OTHERWISE NOTED. 13. CONTRACTOR SHALL PROVIDE ALL NECESSARY CUTTING, FRAMING, OR BRIDGING FOR LIGHTING FIXTURES, AIR DIFFUSERS, RETURN GRILLS, ETC. 14. THE GENERAL CONTRACTOR SHALL REPAIR AND /OR REPLACE ANY AND ALL CEILING TILES WHICH ARE REMOVED TO FACILITATE TELEPHONE AND /OR SECURITY SYSTEM INSTALLATION. 15. THE GENERAL CONTRACTOR WILL NOT BE ENTITLED TO EXTRAS FOR OPENING AND CLOSING ANY CEILING BECAUSE OF TELEPHONE AND /OR SECURITY SYSTEMS INSTALLATIONS. 16. ACOUSTICAL CONTRACTOR TO COORDINATE ACCESS TILES WITH OTHER TRADES (I.E. MECHANICAL) AND TO INSTALL TABS ON CEILING TILES WHERE ACCESS IS REQUIRED - REFER TO MC NOTES AND DRAWINGS. 17. FASCIAS OR ANY BREAK IN THE CEILING HEIGHTS CREATED BY THE INSTALLATION AND /OR ALTERATION OF HEATING, VENTILATING, AIR CONDITIONING OR MECHANICAL DUCTS, PIPING OR OTHER EQUIPMENT SHALL BE ERECTED WITH GYPSUM WALL BOARD ON FURRING CHANNELS. 18. ACOUSTICAL CONTRACTOR SHALL COORDINATE FOLDING PARTITION TRACK GROUNDS (IF ANY) AS PER DETAILS WITH THE DIRECTION OF THE CEILING SUPPORT SYSTEM AND HIS WORK WITH THAT OF THE CARPENTERS. 19. REFER TO ARCHITECTURAL SPECIFICATIONS AND DRAWINGS FOR COLOR DESIGN FOR INFORMATION REGARDING FINISHES. 20. ALL DIMENSIONS OF LIGHTING FIXTURES ARE GIVEN CENTER LINE TO CENTER LINE, UNLESS OTHERWISE INDICATED. 21. PROVIDE GYPSUM BOARD FASCIAS AT CHANGE OF CEILING HEIGHTS, TYPICAL. 22. ALL CLOSETS TO HAVE CEILINGS TO MATCH ADJOINING AREAS IN MATERIAL AND HEIGHT, UNLESS OTHERWISE NOTED. 23. ALL DOWNLIGHTS AND WALLWASHERS TO BE LOCATED AT CENTER LINE OF CEILING TILE UNLESS OTHERWISE NOTED. 24. INSTALL LIGHT FIXTURES IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. 25. ALL NEW AND EXISTING LIGHT FIXTURES TO BE SUPPLIED WITH NEW LAMPS. 26. TSC DRAWINGS TO BE USED FOR DIMENSIONAL HEIGHTS, LOCATIONS, AND FINISHES FOR ALL LIGHT FIXTURES, SWITCHES, ETC. REFER TO ENGINEERING DRAWINGS FOR ALL CIRCUITING AND POWER REQUIREMENTS. 27. REFER TO ENGINEERING DRAWINGS FOR ALL REQUIRED SPRINKLERS FIRE ALARMS FIRE DAMPERS SMOKE DETECTORS, AND FIRE COMMUNICATIONS EQUIPMENT AND INSTALL PER ALL APPLICABLE CODES AND LOCAL LAWS. LOCATIONS AS PER TSC DRAWINGS, REPORT ANY DISCREPANCIES TO TSC FOR RESOLUTION. 28. REFER TO ENGINEERING DRAWINGS FOR ALL REQUIRED, STROBE, EMERGENCY AND NIGHT LIGHTING AND INSTALL PER ALL APPLICABLE CODES AND LOCAL LAWS. LOCATIONS AS PER TSC DRAWINGS, REPORT ANY DISCREPANCIES TO TSC FOR RESOLUTION. 29. PROVIDE ACCESS PANELS AS REQUIRED FOR SUPPLEMENTAL A.C. UNITS, VAV BOXES, DAMPERS, ETC., COORDINATE LOCATIONS WITH TSC PRIOR TO INSTALLATION. 30. THE CONTRACTOR TO NOTIFY TSC OF ANY DISCREPANCIES OR CONFLICTS IN INTENT IN ACCOMPLISHING CEILING WORK PRIOR TO AWARD OF CONTRACT OR ELSE ALL SUCH RELATED ADJUSTMENT COSTS WILL BE BOURNE BY THE CONTRACTOR. 31. CONTRACTOR TO REVIEW DUCTWORK RUNS AND HEIGHTS WITH TSC AND ENGINEER PRIOR TO SHOP DRAWINGS AND TO COORDINATE AND ACCOMMODATE DESIRED DESIGN CRITERIA. CONTRACTOR TO INCLUDE COSTS FOR ANY AND ALL CORRECTIONS TO SHOP DRAWINGS AFTER SUBMITTAL 32. THE CONTRACTOR SHALL PROVIDE 10% ATTIC STOCK, MINIMUM (1) UNOPENED BOXES OF CEILING TILES (ALL TYPES) TO THE CLIENT UPON COMPLETION OF THE PROJECT PUNCHLIST. 33. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING OPERABLE LAMPING IN ALL FIXTURES UNTIL PUNCHLIST COMPLETION AND SIGN -OFF. 34. CONFIRM CEILING STARTING POINTS WITH TSC PRIOR TO INSTALLATION. 35. SWITCHES FOR EXHAUST FAN, PROJECTION SCREENS, ETC., TO MATCH LIGHT SWITCH SPECIFICATION. GANG ADJACENT SWITCHES TOGETHER WITH ONE COVER PLATE. 36. CONTRACTOR TO PROVIDE DUCTED EXHAUST FANS IN ALL PANTRIES AND CONFERENCE AS SPECIFIED. 37. SPRINKLER HEADS TO BE RECESSED VARIETY WITH *WHITE COVER PLATES IN ALL AREAS WITH SUSPENDED CEILINGS. OFF -WHITE OR OTHER "COLOR" FINISHED CEILINGS SHALL HAVE MATCHING FACTORY CUSTOM PAINTED SPRINKLER COVER PLATES. VERIFY WITH TSC AND BUILDING STANDARD. 38. A MINIMUM WALL ANGLE SIZE OF AT LEAST A TWO INCH HORIZONTAL LEG SHALL BE USED AT PERIMETER WALLS AND INTERIOR FULL HEIGHT PARTITIONS. THE FIRST CEILING TILE SHALL MAINTAIN 3/4 INCH CLEAR FROM THE FINISH WALL SURFACE. AN EQUIVALENT ALTERNATIVE DETAIL WHAT WILL PROVIDE SUFFICIENT MOVEMENT DUE TO ANTICIPATED LATERAL BUILDING DISPLACEMENT MAY BE USED IN LIEU OF THE LONG LEG ANGLE SUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL. RECEIVED JAN 13 2011 PERMIT CENTER 0... 32_ 2, sD So O SMOKE DETECTOR CEILING WALL SPRINKLER HEAD. SEE ENGINEERING O "C" DENOTES CONCEALED SPRINKLER " " P DENOTES PENDANT SPRINKLER CEILING TAG :' -0" �� CEILING HEIGHT DETAIL # f XX 1 DETAIL TAG A -� � DRAWING # MISCELANNEOUS 2' X 2' DIFFUSER 2' X 2' SUPPLY O SPEAK R - CEILING MOUNTED SPEAKERS, C WALL MOUNTED THERMOSTAT - 1' X 1' SUPPLY FLUSH /RECESSED. SEE RESPONSIBILITY SCHEDULE FOR GC SCOPE OF WORK. ® RECESSED DUPLEX OUTLET AT DISPLAY WINDOW. CENTER ON END OF TRACK. S Q WALL MOUNTED SENSOR _ L�; n '_' 0 CEILING EXHAUST FAN FIRE ALARM PULL STATION FIRE ALARM HORN /STROBE FIRE ALARM STROBE ', . . / FULL HEIGHT MILLWORK FIXTURE SECURITY DEVICES - COORDINATE WITH MK SECURITY VENDORS i >^', ' CONCEALED FLUSH FRAMELESS ACCESS PANEL -b SECURITY CAMERA INTEXFORMS INC 18 x 18 T: 650 -654 -7855 NO SUBSTITUTION . PI KI WALL MOUNTED SECURITY CAMERA ST © 1M C PEOPLE COUNTER. SHOPPER TRACK PROVIDED AND INSTALLED BY SECURITY VENDOR. SEE RESPONSIBILITY SCHEDULE FOR GC SCOPE OF WORK 360' CEILING MOUNTED MOTION SENSOR WALL MOUNTED MOTION SENSOR 3/4" RECESSED DOOR CONTACT MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C• D E S I G N 275 Seventh Avenue, 1 9th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers II Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksed.e Blvd. Westerville, OH 43081 Phone: 614 - 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY.10025 Phone: 888.358.6368 No. 01 02 03 04 Date Issues and Revisions 10.08.10 ISSUED FOR SCHEMATIC SET 10.22.10 ISSUED FOR TC's REVIEW 11.05.10 ISSUED FOR BID / FILE 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS By TSC TSC TSC TSC th T 5 C• ■D E 5 1 G.N 15a n n versa Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS 11, Proprietor RH SWEERS ARCHITECT rhs @sweersarch.com Washington Architect License # 7887 Current License E. • ires: 06 / 06 / 2011 7867 Drawing Title: REFLECTED CEILING PLAN & NOTES Project No: 10258.01 Drawn By: WM Checked By: IK Scale: 1/4" =1' -0" Permit #: D10 -322 Drawing Number 0 A-102 10 of 36 MICHAEL KORS ' / /f f / / / / J i' 1 / / s"` / / nom` /` /,/ �` / % .�/ / , ./, /' / /// //'` / /, ✓. ,`./`,'`��„''" '. .<' . / /l 4 / /4 / 3 F f h 1 1! 1 / / / f. / / / /. / / i/ / .„ , / ./ ` : ` ,////// / /7' . . //1 / // / f WESTFIELD SOUTHCENTER 51 5 Southcenter Mall T S C• D E 275 Seventh Avenue, 1 9th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com MALL CORRIDOR (NOT IN SCOPE. OF WORK) 21. /// v #/ ` __ �_. 4, 2 / `GA_ D F J ® -=F3 F13X2 F4X6 (millwork) (millwork) R.H. (Hank) Sweers II Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614-839-4639 r 1 rte, Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626 - 585 -2931 No. Date _2.10 -=1 Issues and Revisions ISSUED FOR TC's REVIEW By 03 04 11.05.10 01.04.11 ISSUED FOR BID / FILE ADDENDUM #1 REVISED PER DOB COMMENTS Q TSC TSC TSC �VtIVV'L. FITTING _ :t: EQ1 I 1 EQ1 C2 P -4 —0" th T 5 C• D E 5 1 G N l5anniversary Celebrating 15 years of excellenc ARCHITECT: R.H. SWEERS 11, Proprietor RH SWEERS ARCHITECT rhs @sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 - -r F4 cf4 zfy ��� , f , f' f RECEIVED JAN 13 2011 PERMIT CENTER Drawing Title: ENLARGED REFLECTED CEILING DIMENSION PLAN Project No: Drawn By: 10258.01 WM Checked By: IK Scale: 3/8" =1' -0" D10 -322 Drawing Number A -112 11 of 36 TEL. AND ELECTRICAL NOTES f / > . i K</////22 f y „ya : + //1/ / { /-' F// a � /o ! <, f f : / ff IJ F F ' / /: f { I ! F f r r` • f ; f % , / f /:;/./,/,:71/.:/:`%/22://,/;/ f rf/ % f!' F` : / / //22,27 / � r / ✓ ` IF I J FF� P' f , F s � s Yf 2. Ff , F �f . , / f / v . / ,F: a ^r< : F �+F J / ✓ f J l 1 / a, 2 J a` J % / ^/ /f `/ f � '� / / fY f f J/ / i/a / ! / %/ J ` f ' J f ` y . ` f / . ,.. . r /.d � �/ „/„, � / ' / / �r f f ,l / //ir r ` 1 J � FF J 1 J F il r J aF f a / f ! / / f/ � /J /22,2://,.,22:///////// f�// F % ,F f/f / ✓ // / f // JI F f / r % P ?f ,/ / F / ` I F F Ff % / / / , f , F ! r ! , F y : � / f f/ � J / / f I i r / J / / f ///2/././..,</2;/:///.212,,/ / �`7 f , f , ' / � , J / f /Y % /////////// 1 r f f f ,( / f .6 J f / , f J`r! If f f r �//f 1 f 1 i ff / / Fi r / / f i J f/ F f l ` l ' f// ,. ' F ,/ J f' / F f / J' / i f%3f, ' f � / / f, / , y F , fF f f// /. f f ! I ///// l r / `f I `r I f : ! ! F/ f / / f / / j f F ^ ` J: 'Ff / : / ` / F y � i I af • . ? +, If, ++ F F 'f F F .F• ' J /a f F f` `I fy , / f. / r f , f : + f i / / : : ef ` ~ F ! ' / //f / , 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS Q 1 ALL LL WALL MOUNTED ELECTRIC A L AND COMMUNICATION OUTLETS/DEVICES ES S HA LLB E MOUNTED 18 n ABOVE FINISHED FLOOR, MOUNT ED VERTICALLY, UNL E SS OTHERWISE N OTED. 2 • ALL SWITCHES SHALL BE MOUNTED 3 / - 2 n ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 3. REFER TO ELEVATIONS AND DETAILS FOR LOCATIONS AND HEIGHTS OF OUTLETS IN PANTRIES, BATHROOMS, OVER COUNTERS, ETC. 4. WHEN POSSIBLE SWITCHES AND OUTLETS SHOULD BE GANGED TOGETHER. 5. EXACT LOCATIONS OF ALL TELEPHONE, ELECTRICAL AND COMMUNICATIONS OUTLETS SHALL BE COORDINATED WITH ARCHITECT AND OWNER PRI OR TO INSTALLATION. IN THE EVENT OF DISCREPANCY BETWEEN TSC AND ENGINEERS DRAWINGS, TSC DRAWINGS SHALL PREVAIL REPORT ANY DISCREPANCY TO TSC. 6. TSC TO BE NOTIFIED OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS PRIOR TO INSTALLATION OF AFFECTED WORK. 7. 7. WALL MOUNTED TELEPHONES SHALL BE MOUNTED 4' -0" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED.. 8. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL DEVICES AND PERFORM ALL ELECTRICAL WORK AS SHOWN OR IMPLIED ON ALL DRAWINGS AND NOTES. 9. THE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE ELECTRICAL CODE, MANUFACTURER, NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITIES COMPANY TELEPHONE COMPANY, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. / , 1 10• ALL MATERIALS REQUIRED SHALL CONFORM WITH THE STANDARDS OF THE UNDERWRITERS LABORATORIES INC.; IN EVERY CASE WHERE SUCH A STANDARD HAS BEEN ESTABLISHED FOR THE PARTICULAR TYPE OF MATERIAL IN QUESTION, UNLESS OTHERWISE NOTED. 11. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH WORK OF ALL OTHER TRADES. 12. ALL EXISTING TELEPHONE OUTLETS, CABLE SLEEVES, AND RECEPTACLES NOT USED OR REWIRED SHALL BE PROVIDED WITH BLANK COVERS OR PATCHED AND FINISHED TO MATCH ADJACENT WALLS.`% 13. ANY EXISTING WORKING JUNCTION BOXES, OUTLETS, THERMOSTATS TO REMAIN ON WALLS RECEIVING A NEW GYPSUM BOARD LAMINATION, FURRING OR BUILD- OUT, SHALL BE REMOVED TO SOURCE. 14• CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE WIRING AND ALL ELECTRICAL POWER FOR CONDUITS AND CABLES CONNECTING POWER •PANELS TO BUILDING'S POWER CIRCUITS. ELECTRICAL ENGINEERING DRAWINGS SHALL BE USED FOR CIRCUITING AND PANEL INFORMATION. VISIBLE ITEMS SUCH AS FIXTURES, OUTLETS, ETC. MUST BE LOCATED PER TSC'S DRAWINGS. 15. ALL TELEPHONE AND LOW VOLTAGE COMMUNICATION WORK IS TO BE COORDINATED WITH TELEPHONE CO. REPRESENTATIVE AND TENANT'S COMMUNICATIONS CONSULTANT, INCLUDING REQUESTS FOR STUBBED CONDUIT, SPECIAL CABLE SIZES, ETC. 16. OUTLETS SHOWN IN FREE STANDING PARTITIONS SHALL BE SUPPLIED THROUGH SLEEVES IN FLOOR, CONCEALED BY PARTITION. 17• ENGINEERS AND ELECTRICAL SUB - CONTRACTOR ARE TO VERIFY MANUFACTURER'S REQUIREMENTS FOR ALL EQUIPMENT, AS NOTED (SEE DRAWING) AND PROVIDE SUITABLE WIRING AND RECEPTACLES. 18. ENGINEERS AND ELECTRICAL SUB - CONTRACTOR ARE TO VERIFY MANUFACTURER'S REQUIREMENTS FOR ALL EQUIPMENT, AS NOTED (SEE DRAWING) AND PROVIDE SUITABLE WIRING AND RECEPTACLES. ( ) 19. WHERE EXISTING POWER CIRCUITS HAVE BEEN DISTURBED ALL COSTS FOR RECIRCUITING OF SAME SHALL BE INCLUDED IN BID. 20• THE ELECTRICAL CONTRACTOR SHALL SUBMIT CUTS OF ALL EXPOSED ELECTRICAL EQUIPMENT SUCH AS BUZZERS, BUTTONS, DIMMERS, SPECIAL PLATES, GANG PLATES, ETC. PRIOR TO FABRICATION AND /OR ORDERING MATERIALS. 21. ALL OUTLET, BUSHINGS AND SWITCHPLATES TO BE INSTALLED AFTER COMPLETION OF WALL, AND FLOOR FINISHES UNLESS OTHERWISE INSTRUCTED BY TSC. 22. ALL ELECTRICAL PANEL BOARDS SHALL BE THE RECESSED TYPE FLUSH SET INTO WALL. ALL CONDUIT OUTLETS, ETC. SHALL BE FINISHED FLUSH INTO WALL. IN GENERAL ALL EXISTING PIPING, WIRING, ETC. WHICH ARE NOT SCHEDULED FOR REUSE SHALL BE REMOVED, CAPPED AND FINISHED OFF IN A WORKMANLIKE MANNER TO PROVIDE AN ACCEPTABLE APPEARANCE. 23• ALL ELECTRICAL AND TELEPHONE SERVICE TO BE RECESSED INSTALLATIONS, UNLESS OTHERWISE NOTED. 24• ALL SEPARATE CIRCUITS AND DEDICATED ELECTRICAL OUTLETS TO HAVE COLOR CODED RECEPTACLE DEVICES. OUTLETS SHALL HAVE AN ORANGE FACE WITH WHITE PLATE. 25. CON T RAC TOR TO PROVIDE RECESSED BACK BOXES WITH CONDUIT STUB UPS AND DRAG LINES FOR ALL WALL MOUNTED TELEPHONE A N D D AT A OUTLETS. 26. ALL FLOOR OUTLETS SH A LL BE RECESSED, FLUSH TYPE UNLESS OTHERWISE NOTED. ADJACENT FLOOR MOUNTED ELECTRICAL TELEPHONE AND/OR DATA OUTL ETS SHALL BE IN ST AL LED IN A SINGLE RECESSED, F LUS H BOX UNLESS OTHERW I SE NOTED. CONTRAC TO R TO IDENTIFY ANY BUILDING RESTRICTIONS ON TH IS INSTALLATION P R OR T 0 ORDERING. 27. CONTRACTOR TO MARK ON SLAB, LOCATIONS OF ALL FLOOR MOUNTED OUTLETS OR JUNCTION BOXES F OR TSC'S REV I EW AND APPROVAL PRIOR TO ANY CO D RILLING OR CHA S ING 28. TO ENG I NE ERING DRAWINGS FOR ALL NECESSA RY FIRE DAMPERS, ALARM S SMOKE DETE CTORS AND FIRE COMMUNICATION EQUIPMENT AND INSTALL PER ALL APPLICABLE CODES, AGENC I ES AN D LOC A L LAWS. 29. ALL JUNCTION BOXES (TELEPHONE, ELECTRIC AND SIGNAL) FEEDING FURNITURE SYSTEMS SHALL BE MOUNTED AS CLOSE TO FLOOR AS POSSIBLE TO ALLOW DIRECT ENTRY INTO SYSTEMS BASE. LOCATION TO BE APPROVED BY TSC PRIOR TO WORK. 30. FOR ALL EXISTING OUTLETS TO REMAIN, OUTLETS TO BE CHECKED AND MAINTAINED BY ELECTRICAL CONTRACTOR AS ACTIVE OUTLETS UNIIS `LOCATION CONFLICTS WITH NEW CONSTRUCTION OR LAYOUT. PROVIDE NEW COVER PLATES & RECEPTACLES TO MATCH PROJECT STANDARDS. ETC. 31. ALL ELECTRICAL PANELS WILL BE COORDINATED BETWEEN ENGINEER AND TSC AND CONTRACTOR FOR SUITABLE LOCATIONS. CONTRACTOR TO LABEL ALL PANELS INCLUDING IDENTIFICATION OF BREAKERS, SPARES, EXISTING. 32. THE CONTRACTOR SHALL INCLUDE THE COST OF FURNISHING AND INSTALLING CLASS "E" PANEL OR REQUIRED MODIFICATION, UNLESS OTHERWISE NOTED. 33. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE BUILDING DEPARTMENT FORMS /DRAWING FILED FOR THE FIRE. ALARM SYSTEM AND DELIVER THEM TO THE FIRE DEPARTMENT. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FILING AT THE FIRE DEPARTMENT (INCLUDING A -433 FORM) AND REQUESTING INSPECTION AND SECURING SIGN -OFF'S FROM THE FIRE DEPARTMENT. 34. ELECTRICIANS TO PULL SERVICE FROM FEEDERS TO NEW ELECTRICAL PANEL LOCATIONS - LANDLORD TO PROVIDE CONDUITS ONLY. • MALL CORRIDOR (NOT 1 6 IN SCOPE OF WORK) , fey / -..,/ J BOX TO BE LOCATED IN CENTRAL A-400 � 7 - - - - / A -201 LOCATION ABOVE CEILING TO BE ACCESSED THROUGH ACCESS PANEL f / /.!/ � :J: °6,�i/.n .:/' , r,d/ /,!/nc4l/,.f.n�"r ,7xfr''1. `.f.li�f.o5�i: fYNf/ r�lJ`< /srr'.` �,n�:�Y d r'r�r, 3�., /:i. l' +sl%.f�i A: , ':.'r`%, :.::.s:r J:<:.:',. '``> .te %::.> .r.J"r: t. \$<�t .f f/.f.^ >..: +:.< ,:.. %f +F:.<.., <'r, +.... / y " , W(1) W(1) 80 „- (} (} 19 _ ---- --- - - - - - - ,.' .' f ,/ : ' ;: �' // f .f /�f /{�,' �`'�" r'§ CC6 - •- • �e� � 6 W 1 � 1U I ' f ` :� II QUAD FOR DURATRAN ' o '�` I► ► .+f :y.. _ , W 1 ( GFI •;• - r/, N «' f// //f% ; f 8011 ' CC5��g 5' -g" POWER /DATA/TEL CASHWRAP TO FEEDS RUN IN CABLES) !! TO MILLWORK NOTES 9ELOW CC2 -' a W �2) ...../ f °/ FA (CAT 5A DATA REFER TO CASHWRAP o ! / fi% 'Ix / 107 TEL1 /'''. f F `'/ ! / J ' + f f; /`� / I r -. O° FLUSH FLOOR OUTLET FOR MILLWORK 9� -3'� `, - - - - COMPLIANCE 2 of - / 'F' ' //, / a% f' : F F) , `fi�F/ ,�0�I F /F F f / to F l ,i/./ f, f • / ,�' I - . l =..'_ o- LECTRICAL - -. J I� CC3 f "//, �✓ a ;. /j, ,s r,f'i F r / ff/ Jf Jr/ l',//,///7 F /;` . /% %` % ", / /1 OFF /F // ', / / ,' ' ff !/J/ r JP ° y '` ` / J / J/, : ;f %/ F - ,'/, J� //' F/ / ,J / /J y,P `/ /'R °'/ F F �.fif �F F ',/ y �' /% �';�� • ✓ ;, ,/ ,% 'f /,// �'F F ;ii: /' /' Fi f / �. �- BY L.L MEP DWGS PANELS - REFER TO ST KP p 3) SHOPPER TRACK LOCATION W/ CAT 5 CABLE 10' COILED ®EACH END. PHONE BOARD ABOVE CEILING IN CONDUIT PER '1 ( , 1 F," € I 1 LOCAL CODE, CENTERED it) ENTRY J BOX IN CEILING ;;� CODE BUILDING CC4 .. " c ' c FOR SIGNAGE r REVIEWED APPROVED JAN City FOR rill f A , . 4....2011 Tukwila nIVIS�^nl U t' REF LOCATION f A -201 II , {L i i / MICROWAVE CC1 /F '/ r F P /, // ; / / /// j a J✓ a;' F'M`S f r// / ; - I Y� F "<PF / / / ,N= ; =Z =f ` o ... 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J / J s f / / / / f / , f ' r ` f` J F � . f f / /' /` � � r` ! / / ,! `/ ` I • /Fr, • • /,{/.• Z/,'///, f F / / , / ` : /f f ` f r f , ' f r ` • f i / f / :•< ' o : F// f � % F f : f : : / r F ` l / / , II F / r LINE OF SAW T OOTH SOFFIT AB OVE POWER & COMMUNICATION LEGEND SENSORMATIC PAD NOTES POWER /DATA DEVICES SECURITY DEVICES MERCHANDISE SECURITY SYSTEM TO BE PROVIDED AND INSTALLED BY MK SECURITY VENDOR: MANUF•: SENSORMATIC MODEL: AMS 5 -2020 FLOOR ANTENNA NOTES: 1. SENSORMATIC TO BE INSTALLED IN FLOOR SLAB UNDERNEATH FLOORING. 2. SYSTEM INCL. AN AMS -9040 CONTROLLER, 2 TRANSCEIVER CABLES ENCASED IN PVC, ACAPACITOR BOARD & A DIGITAL REMOTE ALARM. G.C. TO COORDINATE INSTALLATION WITH SENSORMATIC SECURITY VENDOR. 3• G.C. TO REMOVE CONCRETE AT THE ANTENNA PIT. PIT DEPTH VARIES WITH COMPOSITION OF SLAB, REMOVE 2" CONCRETE TOPPING 4• G.C. TO SUPPLY ALL ELECTRICAL REQUIREMENTS. ANTENNA CABLE LENGTH NOT TO EXCEED 35' MAX AND ELECTRICAL CONTRACTOR TO INSTALL QUAD POWER OUTLET 5• G.C. TO SUPPLY /INSTALL CONCRETE FILL AFTER SENSORMATIC INSTALLATION. 41) WALL MOUNTED DUPLEX ELECTRICAL OUTLET. WALL MOUNTED DOUBLE DUPLEX ELECTRICAL OUTLET. WALL MOUNTED COMPUTER DUPLEX ELECTRICAL OUTLET. 0 WALL MOUNTED DUPLEX ELECTRICAL OUTLET ON A SEPARATE CIRCUIT. Fl WALL MOUNTED DUPLEX ELECTRICAL GROUND FAULT INTERRUPTER OUTLET. 0 FLUSH FLOOR MOUNTED GROUNDED 20 AMP DUPLEX RECEPTACLE. SPEC: HUBBEL #BA2529 WITH BRUSHED ALUMINUM COVER #SA3725 REFER TO RESPONSIBILITY SCHEDULE FOR GC SCOPE OF WORK. GC TO COORDINATE WITH MK SECURITY VENDORS 4i∎ 360 CEILING MOTION SENSOR ^ e IR WALL MOUNTED MOTION SENSOR © DOOR CONTACT KP KEYPAD CP ALARM CONTROL PANEL r-1< CEILING MOUNTED SECURITY CAMERA ® CEILING RECESSED DUPLEX ELECTRICAL OUTLET. E 1< WALL MOUNTED SECURITY CAMERA a: CEILING RECESSED DOUBLE DUPLEX ELECTRICAL OUTLET. WALL MOUNTED TELEPHONE OUTLET AT 54" A.F.F. V WALL MOUNTED AUDIO VISUAL OUTLET. 4 DVR CLOSED CIRCUIT 1V / DVR MONITOR DIGITAL VIDEO RECORDER V AI; ►�I \I Q Q ;li1; D [�C T 4 TEL WALL MOUNTED SHARED TELEPHONE AND DATA OUTLET. FLOOR RECESSED DUPLEX ELECTRICAL OUTLET. FLOOR RECESSED AUDIO VISUAL OUTLET. FLOOR RECESSED SHARED TELEPHONE AND DATA OUTLET. WALL MOUNTED JUNCTION BOX. CEILING MOUNTED JUNCTION BOX. FLOOR MOUNTED JUNCTION BOX DOOR BELL CHIME ' WALL MOUNTED TRANSFORMER BUZZER SYSTEM TELEPHONE PANEL 4 PANIC BUTTON ST SHOPPER TRACK LOCATION CENTERED AT DOOR. LOCATE J -BOX IN CEILING C g A S H W I V 1 P NOTES FA SECURITY CONTROL PANEL . 1. THE CIRCUITS USED TO POWER THE ELECTRONIC CASH REGISTERS SHALL NOT BE USED FOR ANY OTHER PURPOSES. 2. THE CIRCUITS SHALL NOT SHARE THE NEUTRAL OR GROUND W /OTHER EQUIPMENT. SEPARATE POWER, NEUTRAL, AND INSULATED GROUND WIRES, MIN. SIZE #12 AWG, SHALL BE RUN TO THE CIRCUIT BREAKER PANEL BOARD WHERE GROUND WIRE SHALL BE TIED TO THE GROUND TERMINAL ISOLATED FROM NEUTRAL DO NOT USE THE CONDUIT FOR GROUNDING AS THIS IS NOT ADEQUATE AT HIGH FREQUENCIES. 3. THE CIRCUITS FOR THE ELECTRONIC CASH REGISTERS SHALL BE RUN IN SEPARATE CONDUIT. 4. ELECTRONIC CASH REGISTERS OUTLETS SHALL BE "HUBBELL - #IG- 5362 ", OR APPROVED EQUAL. 5. OUTLETS, PHONE AND DATA JACKS SHALL BE MOUNTED TO CASEWORK. 6. ROUTE ALL CONDUIT /WIRING WITHIN CASEWORK. COORDINATE W/ MILLWORK MANUFACTURER. RECEIVED JAN 13 2011 PERMIT CENTER ool FIRE ALARM CONTROL PANEL MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 1 98 88 T S C • D E S I G N 275 Seventh Avenue, 1 9th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS Q TSC l5anniversary h T • S I N Celebrating 15 years of excellenc Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs @sweersarch.com Washington Architect License # 7887 Current License Ex "fires: 06 / 06 / 2011 7867 Drawing Title: POWER COMMUNICATION & SECURITY PLAN Project No: 10258.01 Drawn By: WM Checked By: IK Scale: 1/4" =1' -0" Permit #: D10 -322 Drawing Number 0 A -103 11 of 36 MILLWORK FIXTURE SCHEDULE Date DWG. REF. # DESCRIPTION PROVIDED BY / l C` / / } i fx f / / f ; 3 F F F //f`,` / % ; % : a I J , f F I f J / I°a Jr F r I % l / d /i / f/f r' ///////////' f / i/`/' `f ` f , / : fr a r J � t a } //I J a , 1 J y F '6 � s P FF;F' / /d f /' /' ' F / 'f + I I ' f } / / / f F I / Y J J r/2222,'S: t / ;�✓ F f / ',; i ` ', ' JF r FfJ/ fi F% % % ``/////////////// } Y F . ` / .�f' %ii{ „ '/ F F F F 7/ i` ISSUED FOR SCHEMATIC SET F-1.1 FOLD TABLE MWC ISSUED FOR TC's REVIEW TSC F-1.2 FOL D T A BLE MWC F - 2. 1 NESTER SMALL MWC //.J A: ' v f } Y�/ //V,' °f / � J /r/ l ` f'f,r � � �/ / ` F F FFf// f JJ / FF A / J I F F ' l 1 / ,°a / / f i d /j / TSC ' r � ; . • F � / / . / / J / ! r / F . I r J . { F - 22 66" FOLD TABLE MWC 3,�!{ '/ s / / d F / i r • �/ � I / ///////////:- % ; ' F d { / f { f %/ f ' / / /r'` / e w F / / / �� ; 3 r : v'f / '22/2 F �i �r / / r / f F AJ �A 0 / � : I . . I f s f // / I f / / F`I f; / f f ' F / / � i : / j / / / / F - 3.2 SMALL JEWELRY VITRINE - CLOSED MWC F - 3.3 JEWELRY VITRINE MWC : f' /x�/////// / / f ff' % F f r i F'f .y ..: f I f' ` ��■ � .r F ff � ✓ Ff % :; :fF : / f f� "� / / ; f f f ' �.` /' %, // / . % f I Fff�/ I / / {f' ) ' ' f / ` /■ �/ '1 > � I f 1 F 3 df / ' F F 1 J / I % •%f` %% f� ff f ! d / / f f / { F f %/ / % q f i f f f % / f�f / // J aI / / F / r ! • ' y � F/ "r J� ,tF/ �. f`• / ';/+�/ //////, / /.f'�F / i r f f / f % rf / // f f /� � F/ i f/ / i/ // / / s ' , f/ % //i .// : ` f f f •f; � if ` f i ; /i d f f ;�1 !F F f rf F / f ' f' f F F f l . F 42C LARGE ZEBRA BENCH MWC F - 5.3 F -5.4 LARGE SHOE TABLE MEDIUM SHOE TABLE MWC MWC MALL CORRIDOR 1 6 A -400 1' -112» 2,_6„ •4» A- 2014,_5» 1' -$„ 6' -10q" (NOT IN SCOPE OF WORK)" /fF' "+ F III F -7.5 LARGE FLAT RUNWAY TABLE 20"H MWC I•'•'.- ....:.,• 7' -g" 7' -8" F -8.2 CASH WRAP MWC F -8.3 FRAGRANCE TOWER MWC � - I iz Ia lc, I- I - Icn Iv i7 %// % /ex9 F -8.4 BACKWRAP MWC ,Y t , „„ " � r � � ,f f, ; , a../..z- I %; F -8.4 F -8.3 F -14.2C F -14.2C I 7 LF APPAREL 7 LF APPAREL F -9.2 SLG WALL MWC ; y ,` fI /, F.. / I'/ / =' f F ,i / , f � > : � : %< ° °° - ? I r' �I �-15.1 P� i�I��,I 1I I�';F, ' ,r„ >1 � `0';/ v /- �` ` I F -9.3C VIDEO DISPLAY WITH VERTICAL MK LOGO MWC ^ -� � ® • � BOH BATHRM FITTING .. F -33.3 MACASSAR F -9.3C F -18.4 F -HAND 39 LF HANDBAGS F -9.4 EYEWEAR + SLG WALL MWC RM r - F -9.4 - 7 104 - - -- F -10.1C HANDBAG WOOD SHELVES MWC a !' / /f ' F // FA 5» 12'-93" " 4 5 F-11.1 HANGING LIT WOODSHELVES - STOREFRONT MWC 107 Kii, F -8.2 4' -6' tJ f/f i f • /f/ / t., /f/ �F F -17.2 F -16.2 f� r �'�' F -12.1C WOOD SHELVES WITH FASCIA MWC JEWELRY F -3.3 - '� -16.3 MALL F -13.1C STOREFRONT HANGING ACRYLIC SHELVES MWC F • - - 5 A-200 I � \ .,I MWC F -14.1C WOOD .,HELP DELETED 7- �� -,-� x�`'• °F �e�n F -31.4C ,,< /, L // / f f �,/`' F -14.2C HANGING DISPLAY MWC 1 ) ��1• - 3' -1 " ., -\ A _ -31.5'' F -7.5 ENTRY WATER COOLER 6 - F-8.1 31-0" 1 F -15.1 F -16.1 SMALL DUTRANS FRAME _. SURFACE MOUNTED MIRROR - SALES MWC MWC .S FLOOR �` F�p.//�.'//•j r F', /�dF'F' %, F' / / F /.///- �` , ', :' , / !f' / /, ff 1f' 'J . ^I f `,/,, f' } /J if F,% ,/, . s /FF / %F / {f ///F .F ,� r / /1 }// , // ;/f;' ' /„, f `'J /` W sd� /�', / /' ^ `/! {I FF / ///////// /,':ry�� �f f / r 9 bFFFF F/j f< ' °, / %/ f� F J , ; I /'/ /A`y'r L' F 7//,'../2, // f ' % ,27 A -500 101 1 - 30"X48" CLR SPACE F -16.2 SURFACE MOUNTED MIRROR - FITTING ROOM MWC z F -16.3 F -16.4 SURFACE MOUNTED MIRROR SURFACE MOUNTED MIRROR - 3 WAY MWC MWC �_� - oo� - ��� C.I I � SALES A -200 2 L LEASE LINE 0/ 48 "x30" BOOTS 48 "x30" BOOTS A-2� 7 : �H 0 ERATION 2,_0,, { 1 -6 FLOOR 103 3 F -17.1 C 42" FITTING ROOM BENCH - 42 X 24 MWC FITTING 2' -0 F -3.2 F -3.2 F -3.2 F -17.2 F -18.1 FITTING ROOM - HANGBAR MACASSAR CUBBY - CANTILEVER WOOD SHELVES MWC MWC 106 48 "x30° SHOES 48 "x30" SHOES C =� 1 N F -17.1 �, RM c ; C DISPLAY WINDOW 102 1 105 F -16.4 _ _ F -5.4 F -18.4 MACASSAR RISERS - COLLECTION MWC F -1.2 I LINE OF CARPET - �;_ F -2.2 LOCATION TIERRED PSS MANNEQUIN I'LATrORM DELETED MWC I F -18 F- 3. 1 L • • F 21.1D F -4.2C » 3 -0 MIN iF -4.2C _ F -31.4 DOUBLE NESTER - LARGE MWC F -17.2 _10. F -2.1 /,, ;f 52 AND � F -5.3 » 3 -0 MIN:f F -31.5 DOUBLE NESTER MEDIUM MWC - - - - - - - - i � e F -33.3 RETRACTABLE FACE OUTS MWC A -201 BREAK TABLE F -1.1 „ L48 x30 SHOES " „ 48"x30" LOCKER 5„ SHOES - F -5.4 3,_2» ( 04) , 10' ° 48 "x30" HANDBAGS 48 "x30" HANDBAGS 38' -7" ADA COUNTER 48"24" x NDBAG' F -18 f 201 LF c J F -9.2 F -16.1 fi, 48 "x24" JGJBAGS - _ 60 "x24" 60 "x24" HANG 60 "x24" HANG _ 36 LF HANDBAGS (/1 4 LF HANDBAGS F -184 F 36 LF SHOES a F % F , /J J , F F V F / f • � / ! / ' f' /�I A /// ////:/// f ` f J /F F f F 1 Y �F 3 f f / ^; /s ' J1 j hI F F 9 ://,/,./2//////////////,372/://2/, % •{ ," '` } F F f f l F ' 'F f' f i / % .j ' . F F J I/ F r t f % / f / ;/ . / FF ! F a F f % ` i / I f I i f F / : f Y 1 fJ; / i a ' 1/ / 4 I V / 9 I r `F I l a F / !I ! ` '/ J f / » 4 N F J 1 ////////////// + �s f ` I / / / f ` d J J " /2 f` ` / ///// f { f f '' r 1 f J F I/ f4 F f ' f 4/ ' y � 8' f/ � d StF 3 J ` ` / I J r ! � / / / F % f J ' ' aF ` hF / /` F f�� / 22/// r f : c / /� � 9 %f I J l F`' ` � A / f`/ f � fF F / FI r ` / f / f } / ` ' ./.../,/ F I I f / f f f I/ �I ` } l + i / 1 1 ; ; /! F<, / f / f I ./...,......./.',//// / / t a -1 r r/ 1 / f i / / 'Jf % F.F f /j ,f • �i Jr ; V I Y' I TI N - CASH WAP ADA COUNTER f'/ Fi }'F / f / ^/ ^ ! /�;/' . / ' a/Fv � //// � / l ✓ d { F r F F '. i k , ,` ` d 3F F ` f fjF % J ////, 'F / I / •. d /- F Ff F / % ! % F ! {F / I { F I : r / , F /f />7://///:///9„/:". Ff' i" / ef d : //// /r , ; / ! { } ' j I i i iJ FSEC / I / / ,././///// F F F F ' F {F ! F f` f a, '9a / I 0 SCALE: 314" =1' -0" / f / ■ I ) f f / : 14/2-- City ■ of Tukwila ,I, re , . . 1 GENERAL NOTES 1. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL CARRY WORKMEN'S COMPENSATION INSURANCE IN STATUTORY AMOUNTS AS REQUIRED BY LAW; LIABILITY BODILY INJURY AUTOMOTIVE, AND OTHER INSURANCES IN AMOUNTS AND FOR PERIODS SATISFACTORY TO THE GENERAL CONTRACTOR. TO THE FULLEST EXTENT PERMITTED BY LAW, THE GENERAL CONTRACTOR AND ALL OF HIS SUBCONTRACTORS SHALL INDEMNIFY AND HOLD HARMLESS THE ARCHITECT AND HIS CONSULTING ENGINEERS AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES, AND EXPENSES RESULTING FROM THE PERFORMANCE OF THE WORK ASSOCIATED WITH THIS PROJECT. 2. EXISTING CONDITIONS: BEFORE BIDDING, THE CONTRACTOR SHALL VISIT THE JOB SITE AND ASCERTAIN ALL EXISTING CONDITIONS WHICH WILL AFFECT HIS WORK. FAILURE TO DO SO WILL NOT BE ACCEPTED AS A REASON FOR REQUESTING EXTRA PAYMENT WHEN THE EXISTING CONDITIONS RESULT IN EXTRA LABOR AND /OR MATERIALS. ANY EXISTING CONDITIONS FOUND BY THE CONTRACTOR WHICH WILL ADVERSELY AFFECT THE WORK SHALL BE IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETELY ASSESSED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PARTS OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 5. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL MAKE ARRANGEMENTS FOR OBTAIN, AND PAY FOR ALL PERMITS, TESTS, INSPECTIONS, AND APPROVALS REQUIRED FOR HIS PORTION OF WORK. 6. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ALL MANDATORY BUILDING INSPECTIONS REQUIRED BY THE BUILDING DEPARTMENT TO BE MADE BY THE ARCHITECT OR ANY OF HIS ENGINEERS UPON ISSUANCE OF THE PERMIT. THE GENERAL CONTRACTOR MUST ENSURE THAT THE INSPECTIONS PROCESS IS IN FULL COMPLIANCE WITH THE REQUIREMENTS OF ALL CODES AND AGENCIES HAVING JURISDICTION. 7. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE RESPONSIBLE TO BE AWARE OF ALL COMMENTS AND NOTES MADE BY THE BUILDING OFFICIAL UPON THE PERMITTED, SIGNED AND SEALED JOBSITE SET OF CONSTRUCTION DOCUMENTS, AND SHALL INCORPORATE ALL INFORMATION WITHIN THE APPLICABLE CONTRACTORS' SCOPE OF WORK. IT SHALL, AS WELL, BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO KEEP AN AS -BUILT SET OF CONSTRUCTION DOCUMENTS, AND TO NOTIFY THE ARCHITECT OF ANY AND ALL CHANGES MADE DUE TO FIELD DIRECTIVES BY THE BUILDING INSPECTORS. AT SUBSTANTIAL COMPLETION OF THE PROJECT, THE GENERAL CONTRACTOR SHALL DELIVER THE AS -BUILT SET OF DRAWINGS TO THE ARCHITECT, WITH ALL AUTHORIZED FIELD CHANGES CLEARLY INDICATED IN RED INK OR PENCIL. 8. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE INDIVIDUALLY RESPONSIBLE FOR THE PROTECTION OF BUILDING OCCUPANTS FROM ALL HAZARDS ASSOCIATED WITH HIS PARTICULAR WORK. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL BARRICADES, BARRIERS, AND DUST CONTROL SYSTEMS NECESSARY TO PROTECT THE HEALTH AND SAFETY OF THE BUILDING OCCUPANTS. 9. WRITTEN DIMENSIONS AND NOTES ARE TYPICAL FOR SIMILAR CONDITIONS, UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DOCUMENTS. ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO ORDERING ANY MATERIAL OR COMMENCING WITH ANY WORK. 10. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ANY CUTTING, FITTING, AND PATCHING THAT MAY BE REQUIRED TO PROPERLY COMPLETE THE WORK OF HIS CONTRACT. NO CONTRACTOR SHALL ENDANGER THE WORK OF ANY OTHER CONTRACTOR. ANY FEES /COSTS INCURRED TO REPAIR DEFECTIVE OR LIMITED WORK SHALL BE BORNE BY THE SUBCONTRACTOR RESPONSIBLE THEREFORE. 11. THE GENERAL CONTRACTOR SHALL SUBMIT PRODUCT APPROVALS, SHOP DRAWINGS, SAMPLES, AND EQUIPMENT SPECIFICATION SHEETS AS CALLED FOR IN THE CONSTRUCTION DOCUMENTS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: ELECTRICAL AND AIR CONDITIONING EQUIPMENT; PLUMBING FIXTURES AND BATHROOM ACCESSORIES; APPLIANCES; CABINETRY; AND FINISHES. ALL SUBMITTALS SHALL BE DELIVERED TO THE OWNER SUFFICIENTLY IN ADVANCE TO ALLOW FOR REVIEW AND CORRECTION OR APPROVAL PROCUREMENT AND /OR FABRICATION SHALL NOT COMMENCE UNTIL SUBMITTALS ARE REVIEWED AND APPROVED BY THE OWNER. THE ARCHITECT'S APPROVAL OF A SUBMITTAL THAT IS NOT IN CONFORMANCE WITH THE CONTRACT DOCUMENTS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO CONFORM WITH THE CONTRACT DOCUMENTS. 12. ALL REQUIRED TESTS PERTAINING TO THIS PROJECT SHALL BE PERFORMED AT THE EXPENSE OF THE GENERAL CONTRACTOR, AND BY A LICENSED TESTING LABORATORY UNDER THE SUPERVISION OF A STATE REGISTERED ENGINEER. TEST RESULTS SHALL BE SUBMITTED EACH TIME A TEST IS COMPLETED. 13. THE GENERAL CONTRACTOR AND ALL APPLICABLE SUBCONTRACTORS SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN THE PLUMBNESS AND STABILITY OF ALL STRUCTURAL ELEMENTS. THIS SHALL APPLY EVEN TO THOSE STRUCTURAL MEMBERS NOT INDICATED IN THE CONSTRUCTION DOCUMENTS. 14. NO STRUCTURAL MEMBER SHALL BE CUT, REMOVED, OR MODIFIED (UNLESS SPECIFIED IN THE CONSTRUCTION DOCUMENTS) WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR HIS ENGINEER. 15. ALL EXISTING DISTURBED OR DAMAGED SURFACES (I.E. DRYWALL, STUCCO, PAINT, ETC.), WITHIN THE AREA OF CONSTRUCTION, SHALL BE REPAIRED, AS NECESSARY, TO MATCH EXISTING FINISHES. 16. COORDINATION DRAWINGS: PREPARE COORDINATION DRAWINGS WHERE CAREFUL COORDINATION IS NEEDED FOR INSTALLATION OF PRODUCTS AND MATERIALS FABRICATED BY SEPARATE ENTITIES. PREPARE COORDINATION DRAWINGS WHERE LIMITED SPACE AVAILABILITY NECESSITATES MAXIMUM UTILIZATION OF . SPACE FOR EFFICIENT INSTALLATION OF DIFFERENT COMPONENTS.; 1. SHOW THE RELATIONSHIP OF COMPONENTS SHOWN ON SEPARATE SHOP DRAWINGS. 2.INDICATE REQUIRED INSTALLATION SEQUENCES. 3.COMPLY WITH REQUIREMENTS ALL SUBMITTAL AND SHOP DRAWING REQUIREMENTS. 17. COLD WEATHER CONSTRUCTION:THE GENERAL CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS AGAINST DAMAGE TO MATERIALS AND WORK INSTALLED IN COLD OR FREEZING WEATHER, BY PROVIDING ADEQUATE SPECIAL HEAT AND /OR COVERINGS TO PREVENT DAMAGE BY THE ELEMENTS. THE GROUND SURFACES UNDER FOOTINGS SHALL BE PROTECTED AGAINST FROST OR FREEZING. 18. ALL WORK SPECIFIED IN THE CONSTRUCTION DOCUMENTS, AND PERFORMED BY THE GENERAL CONTRACTOR OR HIS SUBCONTRACTORS, SHALL BE GIVEN A ONE (1) YEAR WARRANTY FROM THE DATE OF THE CITY OR COUNTY'S FINAL INSPECTION, AND WITH THE OWNER'S APPROVAL OF SATISFACTION. DURING THIS PERIOD, THE CONTRACTOR AGREES TO REPAIR AND /OR REPLACE, AS NECESSARY, ANY WORK PERFORMED UNDER HIS CONTRACT WHICH IS DEFECTIVE OR DAMAGED DUE TO CIRCUMSTANCES ASSOCIATED WITH THE WORKMANSHIP OF THE GENERAL CONTRACTOR'S WORK FORCE, OR THAT OF HIS SUBCONTRACTORS. 19. PLANS: DRAWINGS ARE BASICALLY DIAGRAMS INTENDED TO DEPICT APPROXIMATELY EQUIPMENT LOCATIONS AND ARRANGEMENTS, NOT TO SHOW EVERY MINOR DETAIL. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON THE DRAWINGS IT SHALL BE CONSTRUED TO MEAN THE ESTABLISHING OF QUALITY AND PERFORMANCE STANDARDS OF SUCH ITEMS. ALL OTHER PRODUCT SUBSTITUTIONS MUST SUBMITTED TO THE ARCHITECT FOR APPROVAL WHERE THERE IS A CONFLICT BETWEEN SPECIFICATIONS AND DRAWINGS, THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER DRAWINGS. 20. INTERFERENCE THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES SO THAT INTERFERENCE WITH EXISTING CONDITIONS, CONDUITS, PIPING, EQUIPMENT, ARCHITECTURAL AND STRUCTURAL MEMBERS MAY BE AVOIDED. THE CONTRACTOR SHALL PROVIDE AN ALLOWANCE TO RELOCATE ANY EXISTING PLUMBING MAINS, HVAC RUNS, BRANCH LINES OR ANY OTHER NON- STRUCTURAL ELEMENTS THAT INTERFERE WITH THE PROPOSED LAYOUT. 21. SUBSTITUTIONS: PRODUCTS AND MATERIALS CALLED OUT BY TRADE NAME AND /OR CATALOG NUMBERS ESTABLISH A STANDARD OF QUALITY, APPEARANCE, PERFORMANCE AND DIMENSION. CONTRACTORS SHALL BASE HIS PROPOSAL ON THOSE ITEMS AS THEY SHALL BE CONSIDERED AS A BASIS OF BIDDING. REQUESTS FOR SUBSTITUTION SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT /ENGINEER, DEMONSTRATING THAT PRODUCT- IS OF COMPARABLE AND BASIC DESIGN, CONSTRUCTION, STANDARDS AND WARRANTIES, DIMENSIONS TO FIT WITHOUT CHANGE, AND DOES NOT CAUSE EXTRA WORK TO OTHER TRADES, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EQUALITY OF SUBSTITUTION: ARCHITECT /ENGINEER WILL, UNDER NO CIRCUMSTANCES, BE REQUIRED TO PROVE SUCH ITEM IS OR IS NOT OF EQUAL QUALITY TO THE SPECIFIED ITEM. ARCHITECT /ENGINEER EXPENSES INCURRED DUE TO CONTRACTOR'S REQUESTED REVISIONS OR SUBSTITUTIONS SHALL BE PAID BY CONTRACTOR. 22. ALL TRADES SHALL BE RESPONSIBLE FOR REVIEWING THE ENTIRE SET (, - PROPRIATE TIME WINDOWS. CLOSE CONSULTATION WITH OWNER IS THEREFORE NECESSARY. 24. ALL PRODUCTS USED SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THE BEST PRACTICES OF THE TRADE. 25. THE CONTRACTOR SHALL FOLLOW ALL BUILDING MANAGEMENT AND /OR MUNICIPAL RULES & REGULATIONS INCLUDING BUT NOT LIMITED TO RULES REGARDING BARRICADES, DELIVERIES, PARKING, WORK HOURS, NOISE & BEHAVIOR. 26. ALL LIFE SAFETY EQUIPMENT SHOWN ON THESE CONSTRUCTION DRAWINGS ARE THE MINIMUM REQUIRED TO MEET ALL APPLICABLE CODES. PRIOR TO PROVIDING FINAL PRICING ALL CONTRACTORS SHALL MEET WITH THE LOCAL AUTHORITIES TO CONFIRM THAT QUANTITIES ARE ACCEPTABLE. CHANGE ORDERS WILL NOT BE APPROVED FOR ADDITIONAL LIFE SAFETY REQUESTED BY LOCAL AUTHORITIES ABOVE THOSE REQUIRED BY APPLICABLE CODES AND STANDARDS. 27. THE CONTRACTOR SHALL INCLUDE ALL CUTTING AND /OR CHOPPING AS REQUIRED FOR ANY AND ALL TRADES, INCLUDING THOSE WORKING FOR THE OWNER. REFER TO ALL DOCUMENTS. SAID CUTTING AND /OR CHOPPING SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING RULES AND REGULATIONS. 28: THE CONTRACTOR IS TO PROVIDE ALL PIPE MOISTURE WRAPPING MATERIAL AS APPROVED FOR BUILDING STANDARD INSTALLATION. 29. THE CONTRACTOR SHALL NOTIFY TSC OF ANY ERRORS, OMISSIONS CONFLICTS OR AMBIGUITIES IN AND BETWEEN THE PLANS, DRAWINGS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH THAT PORTION OF THE WORK. IF SUCH NOTICE IS NOT FURNISHED TO TSC, THE CONTRACTOR SHALL BE DEEMED TO HAVE INSPECTED THE PLANS, DRAWINGS, AND SPECIFICATIONS AND TO HAVE FOUND THEM IN PROPER FORM FOR EXECUTION. 30. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DISTRIBUTE ADEQUATE COPIES OF THESE DRAWINGS TO ALL APPLICABLE TRADES AT ALL TIMES DURING THE PROGRESS OF THE JOB (LE. REVISIONS) AT THE CONTRACTORS EXPENSE. 31. EACH CONTRACTOR AND SUBCONTRACTOR SHALL REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS AND ACKNOWLEDGE ALL CONDITIONS PERTINENT TO WORK. HE SHALL FULLY COORDINATE HIS WORK WITH THE INSTALLATION WORK BY OTHER TRADES AND MAKE NECESSARY FIELD ADJUSTMENTS AS REQUIRED TO ACCOMMODATE HIS WORK AT NO ADDITIONAL CHARGE TO OWNER. 32. ALL EXISTING CORE WALLS, PERIMETER WALLS, COLUMNS, AND ANY AND ALL EXISTING WALLS TO REMAIN ARE TO BE FIELD INSPECTED BY CONTRACTOR AT TIME OF BID AND ALL COSTS TO PATCH AND REPAIR ALL MENTIONED ITEMS TO A SMOOTH SURFACE FOR FINISHING ARE TO BE INCLUDED AT TIME OF BID. UNFINISHED OR BADLY DAMAGED CORE WALLS, COLUMNS AND MASONRY WALL SURFACES TO BE LAMINATED OR FURRED TIGHT WITH 5/8" GYPSUM BOARD TO 3" ABOVE HUNG CEILING AND TAPED AND SPACKLED READY FOR FINISHES, UNLESS OTHERWISE NOTED 33. CONTRACTOR TO FIELD INSPECT EXISTING FLOOR SLAB CONDITIONS TO DETERMINE IF ANY FLOOR LEVELING IS REQUIRED. INFORM TSC OF ANY WORK THAT WILL BE REQUIRED AND INCLUDE COSTS AT TIME OF BID. ALL FLOORS SHALL BE LEVEL TO fi" IN 10' -0 ". 34. PROVIDE FURRED ENCLOSURE AROUND ALL VERTICAL PIPES TO REMAIN. 35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES AND MATERIALS, WHETHER UNDER THE CONTRACT OR PROVIDED BY THE OWNER. 36. THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS FOR DISCONNECTION, TRANSPORTATION, AND REINSTALLATION OF ALL ITEMS AT THE OWNER'S EXISTING PREMISES WHICH ARE DESIGNATED TO BE RELOCATED. 37. THE. CONTRACTOR SHALL PROVIDE THE OWNER "AS- BUILT" DRAWINGS FOR ALL TRADES. 38. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL COORDINATED SHOP DRAWINGS OF ALL TRADES HAVING AN IMPACT ON EACH OTHER, INCLUDING BUT NOT LIMITED TO HVAC, SPRINKLER, PLUMBING, CEILING, LIGHTING, ETC. IF CONFLICTS OCCUR AFTER INSTALLATION OF ANY TRADE'S WORK, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RECTIFY SAME AT NO COST TO THE OWNER. 39. CONTRACTOR TO PROVIDE A SYSTEM OF TEMPORARY LIGHTS THROUGHOUT THE SPACE DURING DEMOLITION AND CONSTRUCTION. 40. ALL WORKS THAT AFFECT THE TENANT'S SPACE BELOW SHALL BE PERFORMED AFTER HOURS ONLY. G.0 /CONTRACTORS SHALL VERIFY ALL CONDITIONS AND COORDINATE ALL WORKS WITH BUILDING MANAGEMENT AND TENANT PRIOR TO ANY WORK. PROVIDE MIN. OF 48 HOURS NOTICE TO MANAGEMENT AND TENANT. TENANT SPACE BELOW MUST BE PROTECTED AND KEPT CLEAN AT ALL TIMES. SPACE MUST RETURN TO SAME OPERATIONAL /WORKING CONDITIONS BEFORE THE START OF NEXT BUSINESS DAY AFTER WORK IS COMPLETED EACH DAY. ALL WORKS THAT AFFECTS THE TENANT'S SPACE BELOW SHALL BE PATCHED, REPAIRED AND /OR CONSTRUCT NEW AND FINISH TO MATCH EXISTING. NEW FINISH MATERIAL MUST BE ORDERED AND ARE TO BE READY TO BE INSTALLED PRIOR TO THE BEGINNING OF WORK. G.0 /CONTRACTORS ARE REQUIRED TO TAKE PHOTOS OF TENANT'S SPACE BELOW BEFORE, DURING AND AFTER WORK IS COMPLETED. 41. ALL CONTRACTORS AND SUB - CONTRACTORS SHALL INCLUDED IN THEIR CONTRACT/ AGREEMENT AIA DOCUMENT A201 (GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION). 42. THE GENERAL CONTRACTOR SHALL KEEP A FULL TIME SUPERINTENDENT ON SITE AT ALL TIMES DURING THE CONSTRUCTION PROCESS, INCLUDING COMPLETION OF PUNCHLIST THROUGH OWNER POSSESSION. THIS SHALL INCLUDE "OFF HOURS" WORK. 43. THE GENERAL CONTRACTOR SHALL LAYOUT & PAINT ON THE FLOOR, THE LOCATION OF ALL WALLS, CEILING RECESSES, LIGHT FIXTURES, DIFFUSERS AND GRILLES IN THE AREA OF WORK FOR APPROVAL BY THE OWNER'S CONSULTANTS, AND ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 31 22 RECEIVED JAN 13 2011 PERMIT CENTER MICHAEL KORS WESTFIELD UTH SO ENTER C 515 Southcenter Mall Tukwila, WA 981 88 T S C • D E S I G N 275 Seventh Avenue, 1 9th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 1 1327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358:6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS Q TSC l5anniversary T • S Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License # 7887 Curren $• '• �s'.1�IM�M1111■�� 011 Drawing Title: FIXTURE PLAN Project No: 10258.01 Drawn By: WM Checked By: IK Scale: 1/4" =1' -O" Permit #: D10 -322 Drawing Number A -104 12 of 36 CONSTRUCTION DETAILS PAINT BASE Finish ID: Mfr: Color: Finish: Location: Glass/ Flame Spread: Finish ID: Mfr: Color: Finish: Location: Glass/ Flame Spread: Finish ID: Mfr: Color: Finish: Location: Glass/ Flame Spread: Finish ID: Mfr: Color: Finish: Location: Glass/ Flame Spread: Finish ID: M Color: Finish: Location: Glass/ Flame Spread: P -1 BENJAMIN MOORE REGAL INTERIOR ACRYLIC INTERIOR BM #912 LINEN WHITE EGGSHELL N319 SALES AREA A /1; ASTM E83 P -2 BENJAMIN MOORE REGAL INTERIOR ACRYLIC INTERIOR BM #I -04 DECORATORS WHITE EGGSHELL N319 SALES AREA AND FITTING ROOM A /1; ASTM E83 P -3 BENJAMIN MOORE REGAL INTERIOR ACRYLIC INTERIOR BM #I -04 DECORATORS WHITE SEMI -GLOSS N333 STOCKROOM, TOILET ROOM, DOORS & FRAMES A /1; ASTM E83 P -4 BENJAMIN MOORE REGAL INTERIOR ACRYLIC INTERIOR BM #I -04 DECORATORS WHITE FLAT N215 SALES AREA & FITTING ROOM CEILINGS A /1; ASTM E83 P -5 BENJAMIN MOORE REGAL INTERIOR ACRYLIC INTERIOR BM #2134 NIGHT HORIZON SEMI -GLOSS N333 BARRICADE A /1; ASTM E83 Finish ID: Description: Location: Note: Finish ID: Mfr: Description: Note: B -1 2" SURFACE MOUNTED WOOD BASE. PAINT FINISH, COLOR TO MATCH WALL ABOVE SEMI -GLOSS SALES FLOOR BY MWC. SEE A/A -500 B -2 ROPPE 1/8" THK. X 4 "H. COVE BASE #191 CAMEL 0 BOH 1/8" THK X 6 "H 0 BATHROOM TO MATCH THE AZROCK VINYL TILE - AUTUMN HAZE BY GC ACOUSTICAL TILE Finish ID: Mfr: Description: Location: ACT -1 ARMSTRONG REGULAR DUNE 2x2 ON 15/16 GRID BOH BATHROOM CEILING FLOOR WALL Finish ID: Mfr: Description: Location: Finish ID: Description: Location: Finish ID: Mfr: Description: Location: Note: Finish ID: Description: Finish ID: Description: Location: Finish ID: Mfr: Description: Location: Note: Finish ID: Mfr: Description: Location: Note: GL -1 1/2" THK CLEAR TEMPERED STOREFRONT GLAZING STOREFRONT DISPLAY WINDOW BD -1 3/16" POLISHED NICKEL BEAD CURTAIN, PLATED ROUND SMOOTH STEEL ENTRY DISPLAY PL -1 GLOSS WHITE PERIMETER MILLWORK PANELS BY MWC MT -1 #8 POLISHED STAINLESS STEEL MT -2 WHITE POWDER COAT FINISH. RAL #9003 STOREFRONT DISPLAY WINDOW W -1 MACASSAR EBONY WOOD WITH NATURAL SEALER BACKWRAP FASCIA PANEL BY MWC ST -1 STONE SOURCE STONE TILE, NOVELDA CREME - LINE TEXTURED FIN 6"X24 "X1/2" TIGHT BUTT JOINT NO GROUT - MITERED CORNERS THINSET: VERSABOND FLEX (PROVIDED & INSTALLED BY G,C,) STOREFRONT PROVIDED BY OWNER AND INSTALLED BY GC G.C. TO PROVIDE THINSET & CEMENT BACKER BD Finish ID: Mfr: Description: Location: Note: Glass/ Flame Spread: F -1 GEMSTAR GROUP 23.6" X 23.6" X 3/8" DIAMANT THINSET: VERSABOND FLEX BY GV GROUT: 1/16" JOINT, LATICRETE 1600 UNSANDED FOR 1/16" IN #44 BRIGHT WHITE SALES FLOOR SUPPLIED BY OWNER'S VENDOR & INSTALLED BY GC ASTM C -1028 Finish I : F -2 Mit BIGELOW Description: "SPECTRUM" BROADLOOM, Location: SALES FLOOR INSET AND Glass/ Flame Spread C /II; ASTM E648 Note: SUPPLIED AND INSTALLED COLOR: JAVA LATTE FITTING ROOMS. BY OWNER'S VENDOR Finish . ID: F -3 A AZROCK Description: 1/8" THK. X 12 X 12 V.C.T. #V423, AUTUMN HAZE Note: BY GC Glass/ Flame Spread C /II; ASTM E84 Finish ID: F -4 Description: EXISTING CONCRETE FLOORING WITH SEALER BY G.C. Location: REFER TO PLAN FIBERGLASS REINFORCED PANEL Fi nish ID: Mfr: Description: Location: FRP -1 MARLITE S 100G WHITE WITH MATCHING PVC MOLDINGS AT TOP, BOTTOM, PANEL DIVISIONS AND CORNERS. PEBBLED SURFACE TEXTURE AT WALLS OF BOH BATHROOM /// // t "/ /7/.. / f / / /ice Z/ .�' f / . /. /,;'F` YA FITTING. RM :////////1 f / I MALL CORRIDOR (NOT IN SCOPE OF WORK) F -1 TILES TO EXTEND TO BOTTOM OF BUNKER BY 6" (TYP) lejageom BOH BATHRM ENTRY MK FLOOR LOGO, SEE 1/A-105, START TILE S.P. BOH OPERATION SALES FLOOR f f ; .A UG. N..........._ w ..................:..:................. _........,...,.............:... / / / / /,/' 1 / / / /// f //// /£/ f 1 4 3 f£ F f :!I! // //// ' / O v F£ f F /// J o //7 / If /II3' :. FINISH LEGEND FINISH NOTES JiN 2 U 2111 City of Tukwila UILD -� DISPLAY WINDOW 1 102 1 "EX" ST -OD C -OB PT X VB X CP X DENOTES EXISTING FINISH TO REMAIN CHANGE IN FLOORING MATERIAL SEE DWG A -603 FOR DETAILS WALL FINISH WALL BASE FINISH FLOOR FINISH FLOOR TILE STARTING POINT. CORNER GUARD. MK FLOOR LOGO DETAIL - MK FLOOR LOGO SCALE: 1/2" =1' -0" G.C. IS RESPONSIBLE FOR PROTECTION OF ALL FINISHES U.E. FLOORING, WALL COVERING THROUGHOUT THE DURATION OF CONSTRUCTION INCLUDING MILLWORK & FURNITURE. 2. CONTRACTOR SHALL NOTIFY TSC OF ANY EXPOSED SURFACE NOT HAVING A FINISH SPECIFIED BEFORE SUBMITTING FINISH BID. 3. ALL MATERIALS TO BE INSTALLED AS PER MANUFACTURES SPECIFICATIONS. 4. THE CONTRACTOR SHALL • RESERVE /ORDER SPECIFIED MATERIALS TO AVOID DELAYS. THE WORK INCLUDED UNDER THIS TRADE HEADING CONSISTS, IN GENERAL, OF THE PROVISION OF ALL LABOR, MATERIALS, EQUIPMENT. AND SERVICES REQUIRED TO EXECUTE AND COMPLETE ALL ITEMS OF "FINISHING" OF EVERY DESCRIPTION, WHERE AND AS SHOWN OR INDICATED IN THE DRAWINGS, AND AS SPECIFIED UNDER THE VARIOUS SUB - HEADINGS OF THE TRADE SPECIFICATION; ALSO ALL INCIDENTAL ITEMS TO EFFECT A COMPLETE AND FINISHED JOB, EVEN THOUGH SUCH ITEMS ARE NOT SHOWN OR PARTICULARLY MENTIONED HEREIN. FLOOR 1. IN ADDITION TO THE GUARANTEES WHICH ARE REQUIRED OF THE MANUFACTURER, THE BIDDER MUST SUBMIT A LETTER OF GUARANTEE, SIGNED BY AN OFFICER OF THE BIDDERS ORGANIZATION, COVERING THE GUARANTEE OUTLINED BELOW. SUCH LETTERS SHALL BE ALSO ATTACHED TO THE BIDDER'S PROPOSAL THE BIDDER SHALL UNCONDITIONAL GUARANTEE THAT HE WILL PROVIDE A COMPLETED INSTALLATION FREE OF DEFECTS AND SATISFACTORY TO THE OWNER. HE SHALL FURTHER GUARANTEE TO PROVIDE, AT HIS EXPENSE, ALL LABOR AND MATERIALS NEEDED TO CORRECT SUCH DEFECTS FOR A PERIOD OF ONE (1) YEAR AFTER THE COMPLETION OF THE INSTALLATION. 2. ALL CUTTING OF CARPET FOR ANY FLOOR OUTLETS OR SIMILAR ITEMS SHALL BE THE RESPONSIBILITY OF THE CARPET CONTRACTOR. IMMEDIATELY PRIOR TO THE INSTALLATION OF CARPET, ALL SUB - FLOORING SHALL BE THOROUGHLY DRY BROOM CLEANED, FREE OF SPRINGINESS, GREASE, OIL PAINT, VARNISH, HARDENERS, SPRINKLED CEMENT, PLASTER DROPPINGS, OR ANY MATERIALS THAT WOULD INTERFERE WITH THE PROPER ADHESION BETWEEN THE SUB -FLOOR SURFACE. 4. ANY UNAVOIDABLE CHANGES IN THE FLOOR HEIGHT SHALL BE GRADUALLY RAISED AND TROWELED TO CREATE A RAMP -LIKE EFFECT. ALL DEPRESSIONS, CRACKS, SCREEDS AND EXPANSION JOINTS ARE TO BE FILLED WITH GOOD NON- CRUMBLING LATEX BASE FLASHING COMPOUND, WATER PUTTY OR CRACK FILLER. 5. THE CARPET SHALL BE INSTALLED TIGHT AGAINST COLUMNS, MASONRY WALLS, AND CABINETS SO THAT ALL PORTIONS OF THE FLOOR AREA ARE COVERED WITH CARPET. ALL OTHER OBSTRUCTIONS WHICH MAY OCCUR SHALL BE REPORTED TO THE ARCHITECT PRIOR TO ANY WORK OR FABRICATION. 6. RECOMMENDED PROCEDURES FOR INSTALLATION FURNISHED BY THE CARPET MANUFACTURER SHALL BE CLOSELY FOLLOWED. UNSATISFACTORY INSTALLATION RESULTING FROM WORK PERFORMED NOT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS MAY RESULT IN REMOVAL AND RELAYING OF CARPET AT THE EXPENSE OF THE CARPET CONTRACTOR. 7. THE CARPET CONTRACTOR SHALL SUBMIT SAMPLES OF ALL CARPET FOR THE PROJECT TO THE ARCHITECT AND THE OWNER'S PROJECT MANAGER. 8. THE CONTRACTOR SHALL PROVIDE EVIDENCE THAT ALL MATERIALS AND INSTALLATIONS MEET WITH REQUIREMENTS AS DESCRIBED UNDER SAMPLES AND TESTING FOR FLAME PROOFING AND SMOKE DENSITY. 9. THE CARPET CONTRACTOR SHALL PROVIDE CARPET MANUFACTURED IN DYE LOTS SO EACH FLOOR IS INSTALLED FROM THE SAME DYE LOT. THE CARPET FROM EACH DYE LOT IS TO MATCH END TO END AND SIDE TO SIDE. EACH DYE LOT IS TO MATCH THE APPROVED CONTRACT SAMPLE AND SAMPLES FROM EACH DYE LOT ARE TO BE SUBMITTED FOR APPROVAL 10. VINYL BASE SHALL BE STRAIGHT BASE FOR ALL CARPETED AREAS AND COVE BASE FOR AREAS WITH VINYL FLOORING, U.O.N. 11. RESILIENT FLOORING SHALL BE INSTALLED WITH GRAIN RUNNING IN ONE DIRECTION, UNLESS OTHERWISE NOTED. 12. CLEAN -UP IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXCESS MATERIAL, INCLUDING CARPETING AND OTHER TENANT VENDOR MATERIALS, SHALL BE REMOVED FROM SITE AND ALL AREAS LEFT IN A VACUUMED STATE READY FOR OCCUPANCY BY OWNER. 13. WHERE STONE OR MARBLE FLOORING IS SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SEALANT AS SPECIFIED OR AS RECOMMENDED BY SUPPLIER FOR A CLEAN, LASTING SURFACE. 14. CONTRACTOR TO PROVIDE AND INSTALL ALL METAL ANGLES AND /OR MARBLE REDUCING SADDLES FOR A SMOOTH TRANSITION AT ALL STONE OR TILE FLOORING MATERIALS. SEE FINISH DETAIL FOR MORE INFORMATION. 15. CARPET INSTALLER TO PROVIDE SEAMING PLAN PRIOR TO INSTALLATION. 16. RESILIENT TILE FLOORS SHALL BE GIVEN TWO (2) APPLICATIONS OF AN APPROVED NON -SLIP WAX THOROUGHLY MACHINE BUFFED, PRIOR TO PLACEMENT OF FURNITURE AND OCCUPANCY. 17. ALL ADJOINING FLOOR SURFACES WHERE THERE IS A CHANGE IN FLOOR SURFACE MATERIAL SHALL BE BUILT -UP SO FINISHED FLOORS ARE LEVEL AND EVEN. SLOPE TO BE REVIEWED AND APPROVED BY TSC PRIOR TO INSTALLATION. CONTRACTOR IS TO FLASH -PATCH ALL UNEVEN FLOOR CONDITIONS, FILL DEPRESSIONS, REMOVE ALL PROJECTIONS, ELECTRICAL CAPS, ETC. TO PROVIDE AN EVEN FLOOR. WALL 1. UNLESS OTHERWISE SPECIFIED, ALL AREAS ARE TO BE PAINTED IN ACCORDANCE WITH FINISH PLANS AND SPECIFICATIONS. 2. WALL SHALL INCLUDE SURFACES FROM FLOOR TO CEILING, INCLUDING FASCIAS, JAMBS, BUCKS, REVEALS, RETURNS LIGHT COVES AND ALL OTHER VERTICAL SURFACES. 3. CEILINGS FOR PAINT SHALL INCLUDE THE GENERAL SURFACE OF THE CEILING (INCLUDING LUMINOUS PLENUM SIDES AND SOFFITS) BREAKS, DRAPERY POCKETS, ETC. 4. PRIOR TO PAINTING, THE CONTRACTOR SHALL REMOVE OR PROTECT ALL FINISHED SURFACES, HARDWARE, SWITCH AND OUTLET PLATES, ETC., REPLACING AND UNCOVERING THE SAME WHEN PAINTING HAS BEEN COMPLETED. 5. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE PROPER PROTECTION AGAINST DAMAGE TO EXISTING FURNITURE, ADJACENT FINISHED WORK, AND FLOORING. PARTICULAR ATTENTION SHALL BE GIVEN TO AREAS WHERE CARPET TILE IS INSTALLED AND CONSTRUCTION WORK IS INVOLVED OR NOT COMPLETED. 6. ALL SURFACES TO BE PAINTED OR TO RECEIVE WALLCOVERING SHALL PRESENT A TRUE, SMOOTH, LEVEL FINISH AND SHALL BE CLEANED FREE FROM ALL GRIT, GREASE, DIRT AND LOOSE MATERIAL AND ALL SCRATCHES, CRACKS, OPEN JOINTS, HOLES AND OTHER DEFECTS, SHALL BE PROPERLY CUT -OUT SPACKLED, BE BROUGHT TO A SMOOTH EVEN FINISH AND GIVEN A PRIME COAT AS SPECIFIED FOR THE AFFECTED WORK. PLASTER WORK SHALL BE CLEANED WITH STEEL WOOL AND PRIMED. RUSTED SURFACES SHALL BE CLEANED DOWN TO BARE MATERIAL WITH STEEL WOOL OR EMERY CLOTH AND PRIMED. 7. ALL EXISTING UNEVENNESS IN ALL PARTITIONS SHALL BE SANDED OR CHIPPED AWAY AND SURFACES PLASTER PATCHED OR SPACKLED TO ENSURE A PERFECTLY EVEN SURFACE. 8. ALL WORKMANSHIP WHICH IS NOT JUDGED TO BE FIRST QUALITY BY THE OWNER WILL NOT BE ACCEPTED. 9. WHERE WOOD SURFACES ARE TO BE PAINTED, WOOD IS TO BE PROPERLY SEALED, SANDED AND PRIMED BEFORE FINISH COATS OF SEMI -GLOSS PAINT ARE APPLIED UNLESS OTHERWISE NOTED. 10. PAINT COLORS SHALL BE SPECIFIED BY THE ARCHITECT AND THE GENERAL CONTRACTOR SHALL SUBMIT SAMPLES (12" x 12 ") ON THEIR RESPECTIVE SURFACES FOR APPROVAL. 11. ALL METAL ENCLOSURES, WOOD SHELVING AND PAINTED DOORS SHALL HAVE SEMI -GLOSS FINISH. ALL BUCKS, METAL ENCLOSURES, TRIM AND WOOD SHELVING SHALL BE PAINTED THE SAME COLOR AS IN WHICH THEY OCCUR, UNLESS OTHERWISE NOTED AND SHALL BE IN SEMI -GLOSS FINISH. 12. ALL WORK SHALL HAVE ONE (1) PRIME COAT AND TWO (2) FINISH COATS OF PAINT UNLESS OTHERWISE NOTED. 13. ALL MATERIALS SHALL BE SPREAD WITH CARE TO A UNIFORM AND PROPER FILM THICKNESS, WITHOUT RUNS, SAGS, CRAWLS, OR OTHER DEFECTS. ALL PAINTING SHALL BE APPLIED IN MANNER SO AS TO SHOW A MINIMUM OF BRUSH WORK. ALL FINISHED SURFACES SHALL BE OF A UNIFORM SHEEN, COLOR AND TEXTURE. 14. THE CONTRACTOR SHALL, UPON COMPLETION, REMOVE ALL ADHESIVE AND PAINT FROM WHERE IT WAS SPILLED, SPLASHED. OR SPLATTERED ON SURFACES, INCLUDING LIGHT FIXTURES, DIFFUSERS AND REGISTERS, SLAB FITTINGS, ETC., AND SHALL LEAVE ALL SURFACES FREE OF DAUBS, SPOTS AND /OR SPLATTERS. HE SHALL REMOVE ALL ELECTRICAL SWITCH PLATES AND OUTLET PLATES, SURFACE HARDWARE, ETC. BEFORE PAINTING, PROTECTING AND REPLACING SAME WHEN PAINTING HAS BEEN COMPLETED. ANY WORK WHICH CAN NOT BE CLEANED SHALL BE REPLACED AT THIS CONTRACTOR'S EXPENSE. 15. THE CONTRACTOR SHALL EXAMINE ALL AREAS OF CONSTRUCTION AFTER COMPLETION OF WORK BY ALL TRADES (INCLUDING TELEPHONE INSTALLATION, FLOORING, ETC.) AND SHALL "TOUCH -UP" ALL NECESSARY PAINTING AND /OR PATCHING. 16. THE GENERAL CONTRACTOR SHALL SUBMIT CUTS, FOR ALL FINISHES AS SPECIFIED IN THE LEGEND FOR APPROVAL 17. CONTRACTOR MUST REFER TO ALL ELEVATIONS AND DETAILS FOR CLARIFICATION OF FINISHES ON WALLS AND WOODWORK ITEMS. - - 18. CONTRACTOR IS RESPONSIBLE PRIOR TO BID FOR FIELD INSPECTION OF EXISTING CONDITIONS AND FINISHES THROUGHOUT SPACE TO ALLOW FOR PREPARATIONS AND REMOVAL AS REQUIRED TO PROVIDE A SMOOTH EVEN SURFACE READY FOR NEW FINISHES. 19. WHERE NEW FINISHES ARE SPECIFIED, REMOVE EXISTING WALLCOVERINGS AS REQUIRED TO SUIT NEW FINISH INSTALLATION. CONTRACTOR TO INCLUDE IN HIS PRICE ALL REMOVALS AND PATCHING /REPAIRING AS NECESSARY TO ACCOMPLISH SATISFACTORY AND ACCEPTABLE INSTALLATION OF NEW FINISH. 20. MATERIALS THAT DO NOT MEET THE MINIMUM CLASS B OR C REQUIREMENTS, SHALL BE PROVIDED WITH A COATING OF NOT LESS 1/28" THICK THAT IS RATED FOR THE REQUIRED CLASSIFICATION. 21. THE FLAME SPREAD RATING OF THE WOOD PANELING AND MOLDING ON THE WALLS MUST BE CLASS C. 22. ALL MATERIALS INSTALLED SHALL BE A MINIMUM OF CLASS C. b to, RECEIVED JAN 13 2011 PERMIT CENTER MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 981 88 T S C• D E S 1 G N 275 Seventh Avenue, 1 9th Floor New York, NY 10001 T:21 2.21 3.4595 F:212.21 3.8237 www.tscdesign.com R.H. (Hank) Sweers II Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS Q TSC th T S C• D E 5 I G N l5anniversary Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS 11, Proprietor RH SWEERS ARCHITECT rOs@sweersarch.com Washington Archltect License # 7887 Current License Expires: 06 / 06 / 201 1 7867 Drawing Title: FINISH PLAN Project No: 10258.01 Drawn By: WM Checked By: IK Scale: Permit #: 1/4" =1' -0" D10-322 Drawing Number A -105 14 of 36 11' -0" FIN CEILING `FIN FLR Art FLUSH ACCESS DOOR TO SECURITY SLIDING GATE , PL I 1 P11 F -33.3 1' • • 0 • D • D • D • D • D • 0 • D • D • D • 0 • D • D ▪ D /// • • • • • /// P I 2 f43" 'u P11 T-8" u F -14.2C t u F -14.2C 14 P12 F -18.4 P11 F -18.4 P11 F -18.4 P '• \T' \ , \ \ \ \ , \ \ \ By MTI2 10.08.10 ISSUED FOR SCHEMATIC SET 1 / / I / / / r / / \ \ \ \ i 1 1 / / / / ISSUED FOR TC's REVIEW ST 1 11.05.10 ISSUED FOR BID / FILE F -8.4 6' -1" F -8.1 F -9.4 6' -104" F -14.3C B 1 16' -6" F -14.3C F -12.1C 5" 12' -94" B 1 ELEVATION SALES FLOOR SCALE: 3/8" = 1' -0" (3) BUNKERS EQUALLY SPACED - 1' -9" s i i r P I 2 ALIGN P11 ALIGN P11 t16' -10" SLAB CEILING 8.0. DECK `FIN FLR ALIGN P11 P11 F -18.4 P11 F -18.4 P11 F -18.4 F -9.2 P11 PL I 1 ALIGN P11 ALIGN P11 AL GN 5" F -12.1C 12' -24" F -12.1C 4' -4" F -12.1C 2' -O" ELEVATION - SALES FLOOR SCALE: 3/8" = 1' -0" (3) BUNKERS EQUALLY SPACED (3) BUNKERS EQUALLY SPACED 38' -7" P13� FITO 12' -0" AFF / / / / B 2 r L_J P I 3 B 2 GWB TO STOP 12" BELOW DECK EXISTING COLUMN IWDI 1 1- P12 B 1 P121 t\ / OPEN //TO FITTIN�3 RM 1 /\ / \ / \ B 3' -0" 3' -6" WATER COOLER ELEVATION - BOH & FITTING ROOM SCALE: 3/8" = 1' -0" 1/4" REVEAL 1WD 1/4" REVEAL \ / \ / \ / \ / \ / \ / PEN 70 FITTING/ RM 1 ■ / \ P12 B 1 ELEVATION - FITTING ROOM SCALE: 3/8" = 1' -0" GWB TO STOP 12" BELOW DECK P I 2 IP 21 MTI2 ST 11 PL I 1 A \\ OPEN /' / / / / / / / / ELEVATION-SALES FLOOR SCALE: 3/8" = 1' -0" ±14' -24" / / / / / / / / / / / / / / / F -11.1 GN F 11.1 n A P I 2 GN - (4) BUNKERS EQUALLY SPACED - 3' -0" 6' -6" III In\ \ pwD) 1 ll II P11 F -18.1 ALIGN P11 F -18.1 A IG F -18.1 P11 F -18.1 P11 F -18.1 , r \ / -OPEN I�l IWDI 1 \ / F-93C E F -113./3 F -8.1 12' -108" F -10.1C 52 LF HANDBAGS 8., 3'-O" 6' -6" 4FIN CEILING o' -o 'FIN FLR EXISTING COLUMN (4) BUNKERS EQUALLY SPACED ELEVATION - SALES FLOOR SCALE: 3/8" = 1' -0" 00 00 _� L -J 1 1 1 I ®® 13 A -201 PI31-1 TO 12' -0" AFF / / / / / - MANAGER'S DESK ELEVATION - STOCKROOM SCALE: 3/8" = 1-0" 3, -0" P 1 3 B 2 2' -O" 0 7 REF - BREAK DESK ±17'-0" SLAB CEILING LINE OF PIPE STORAGE UNITS B.O. G.C. TO COORDINATE INSTALLATION 0' -0" FIN FLR GWB TO STOP 12" BELOW DECK REVIEWED FOR CODE COMPLIANCE APWPIAVED JAN 2 0 2011 PI3H TO 12' -0" AFF P13 ELECTRICAL PANELS IB 21 City ofTukwWa BUILDING DIVI$ ION PLYWOOD TO BE PAINTED P -3 FA / / / TEL SEC WATER COOLER - ELEVATION - STOCKROOM SCALE: 3/8" = 1' -0" X10- 32Z RECEIVED JAN 13 2011 PERMITCENTER MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 981 88 T 5 C• D E 5 I G N 275 Seventh Avenue, 1 9th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers II Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS Q TSC th T 5 C• De 5 1 G N l5anniversary Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND 'I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS 11, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 Drawing Title: INTERIOR ELEVATIONS Project No: Drawn By: Checked By: 10258.01 WM IK Scale: Permit #: 3/8" =1' -0" D10-322 Drawing Number A -200 15 of 36 PLAN-ADA FITTING ROOM SCALE: 1/2" =1' -0" PLAN - FITTING ROOM SCALE: 1/2" =1' -0" 5-5" 40" CURTAIN ROD PROVIDED BY MK — 8' -2. 1/2" O.C. AFF. G.C. TO PROVIDE BLOCKINGS & INSTALL SURFACE MTD BLOCKING FOR WALL STANDARDS BY GC, PAINT TO MATCH WALL COLOR (TYP) EQ. 1' -8" 1'_8" EQ. C0 SEC. DVP PHONE CPU MONITOR 1. TIME 1.- .CLOCK I ✓ 7 L FAX 1 r FILE 1 00 0 J 5-5" ELEVATION - MANAGERS DESK SCALE: 3/4" =1' -0" zik C-0" Nif FIN FLR P12 I I r /I IB 11 2' -10" ELEVATION - FITTING RM NORTH SCALE: 1/2" =11 -0" 0' -0" V FIN FLR 1' -4" P12 2' -6" F17.1C 1 C▪ D 00 •N - — 6' -0" 3' -0" 11" I i 0' -0" V FIN FLR ELEVATION - FITTING RM NORTH SCALE: 1/2" =11 -0" SURFACE MTD BLOCKING FOR WALL STANDARDS BY GC, PAINT TO MATCH WALL COLOR (TYP) 2' -0" ADJUSTABLE SHELVING ON HEAVY DUTY SURFACE MTD. STANDARDS BY MWC WHITE PL. LAMINATE COUNTER TOP W/ 2" DIA ROUND GROMMET BY MWC FORMICA 949 MATTE FINISH SECTION - MANAGERS DESK SCALE: 314" =1' -0" 11 -6" F17.1C ...... • .................. ................. • ........... ........................ ......................... ELEVATION - FITTING RM EAST SCALE: 1/2" =11 -0" 31_2" EQ 2' -0" ELEVATION - FITTING RM EAST SCALE: 1/2" =1' -0" 9' -0' 40" CURTAIN ROD PROVIDED BY MK — 8'-2 1/2" O.C. AFF. G.C. TO PROVIDE BLOCKINGS & INSTALL FIN F 9' -011 POLISHED STEEL HANDRAIL SUPPLIED BY GWC & INSTALLED BY G.C. G.C. TO INSTALL IN —WALL BLOCKINGS FOR ALL WALL —MTD DEVICES TYP. G.C. TO PROVIDE IN WALL BLOCKING FOR MIRROR, TYP. SURFACE MTD ' BLOCKING FOR WALL STANDARDS BY GC, PAINT TO EQ MATCH WALL j' COLOR (NP) 1:. MICROWAVE r REF 1 J LOCKER\ 3' -2" -1 ELEVATION - BREAK TABLE SCALE: 3/4" =1' -0" It P12 'FIN LFR ELEVATION- FITTING RM SOUTH SCALE: 1/2" =1' -0" 0 0 SIN fit F17.2 2' -0" F17.1C 9' -011 e 1 ELEVATION - FITTING RM SOUTH SCALE: 1/2" =11 -0" P12 11 0' -0" FIN FLR SURFACE MTD BLOCKING FOR WALL STANDARDS BY GC, PAINT TO MATCH WALL COLOR (TYP) ADJUSTABLE SHELVING ON SURFACE MTD. STANDARDS BY MWC SECTION - BREAK TABLE SCALE: 3/4" =1' -0" F17.2 1' -6" F17.1C ADA BENCH TO BE SUPPLIED BY MWC & INSTALLED BY G.C. G.C. TO PROVIDE FIRE —RATED BLOCKINGS TO SUPPORT BENCH MIRROR SUPPLIED BY MWC, INSTALLED BY GC. GC TO PROVIDE BLOCKING FOR MIRROR IN WALL, TYP. 1 ELEVATION - FITTING RM WEST SCALE: 1/2" =1' -0" 4' -0" 0' -0 -0FIN FLR • P12 3'- F17.1C 1B 11 • ELEVATION - FITTING RM WEST SCALE: 1/2" =11 -011 EQ. EQ. L L f REVIEWED FOR CODE COMPLIANCE APPRfVEO JAN 2 0 2011 O 00 BrArAdmaro PrOPP0 OkmmliAir City of Tukwila ILDING DIVI.�I(Th' PLAN - MANAGERS DESK SCALE: 3/4" =1' -0" (2) 24" x 12" DEEP WHITE MELAMINE SHELF BY MWC — NOTCH BACK OF SHELVES FOR CABLES METAL STANDARDS (TYP.) BY G.C. ZO ELEVATION - VENDORS SHELF SCALE: 3/4" =1' -0" QUAD x 2 3/4" F.T. PLYWOOD PAINT PT -3 2" ROUND GROMMET HOLES WITH COVERS SURFACE MTD BLOCKING FOR WALL STANDARDS BY GC, PAINT TO MATCH WALL COLOR (TYP) HIDDEN LINE OF SHELVING ABOVE, BY MWC WHITE COUNTERTOP BY MWC — PLASTIC LAMINATE 0 TOP & EDGES; FORMICA #949 MATT FINISH MICHAEL KORS STOCKROOM HARDWARE SCHEDULE ■ rl 1 -I l —k r1 1 -k 1 1 -I 1-1 rt 1 -k r1 r—k 1 1 -I 1 f\ /.--1� 1-1 1 LENGTH 72" LENGTH 16" QUANTITY .3 QUANTITY 12 BREAK TABLE 1 J: n, fm 10.22.10 O ^N QUANTITY 2 QUANTITY 6 AUDIO /VISUAL SHELF LR 7' 2' -10" 711 QUANTITY 2 QUANTITY 4 ADDITIONAL HARDWARE REQUIRED: SNAP LOCK SHELF GENERAL MOUNTED. ALL SHELF BRACKETS SHALL INCLUDE GARCY CLIPS. NOTE: SURFACE MTD ' BLOCKING FOR WALL STANDARDS BY GC, PAINT TO EQ MATCH WALL j' COLOR (NP) 1:. MICROWAVE r REF 1 J LOCKER\ 3' -2" -1 ELEVATION - BREAK TABLE SCALE: 3/4" =1' -0" It P12 'FIN LFR ELEVATION- FITTING RM SOUTH SCALE: 1/2" =1' -0" 0 0 SIN fit F17.2 2' -0" F17.1C 9' -011 e 1 ELEVATION - FITTING RM SOUTH SCALE: 1/2" =11 -0" P12 11 0' -0" FIN FLR SURFACE MTD BLOCKING FOR WALL STANDARDS BY GC, PAINT TO MATCH WALL COLOR (TYP) ADJUSTABLE SHELVING ON SURFACE MTD. STANDARDS BY MWC SECTION - BREAK TABLE SCALE: 3/4" =1' -0" F17.2 1' -6" F17.1C ADA BENCH TO BE SUPPLIED BY MWC & INSTALLED BY G.C. G.C. TO PROVIDE FIRE —RATED BLOCKINGS TO SUPPORT BENCH MIRROR SUPPLIED BY MWC, INSTALLED BY GC. GC TO PROVIDE BLOCKING FOR MIRROR IN WALL, TYP. 1 ELEVATION - FITTING RM WEST SCALE: 1/2" =1' -0" 4' -0" 0' -0 -0FIN FLR • P12 3'- F17.1C 1B 11 • ELEVATION - FITTING RM WEST SCALE: 1/2" =11 -011 EQ. EQ. L L f REVIEWED FOR CODE COMPLIANCE APPRfVEO JAN 2 0 2011 O 00 BrArAdmaro PrOPP0 OkmmliAir City of Tukwila ILDING DIVI.�I(Th' PLAN - MANAGERS DESK SCALE: 3/4" =1' -0" (2) 24" x 12" DEEP WHITE MELAMINE SHELF BY MWC — NOTCH BACK OF SHELVES FOR CABLES METAL STANDARDS (TYP.) BY G.C. ZO ELEVATION - VENDORS SHELF SCALE: 3/4" =1' -0" QUAD x 2 3/4" F.T. PLYWOOD PAINT PT -3 2" ROUND GROMMET HOLES WITH COVERS SURFACE MTD BLOCKING FOR WALL STANDARDS BY GC, PAINT TO MATCH WALL COLOR (TYP) HIDDEN LINE OF SHELVING ABOVE, BY MWC WHITE COUNTERTOP BY MWC — PLASTIC LAMINATE 0 TOP & EDGES; FORMICA #949 MATT FINISH MICHAEL KORS STOCKROOM HARDWARE SCHEDULE MANAGER'S DESK Issues and Revisions By STANDARDS GARCY #1204 HEAVY DUTY STANDARD BRACKETS GARCY #1284 EXTRA HEAVY DUTY BRACKET LENGTH 72" LENGTH 16" QUANTITY .3 QUANTITY 12 BREAK TABLE 02 10.22.10 STANDARDS GARCY #1204 HEAVY DUTY STANDARD BRACKETS GARCY #1284 EXTRA HEAVY DUTY BRACKET LENGTH 60" LENGTH 16" QUANTITY 2 QUANTITY 6 AUDIO /VISUAL SHELF ISSUED FOR BID / FILE TSC STANDARDS GARCY #1204 HEAVY DUTY STANDARD BRACKETS GARCY #1284 EXTRA HEAVY DUTY BRACKET LENGTH 36" LENGTH 12" QUANTITY 2 QUANTITY 4 ADDITIONAL HARDWARE REQUIRED: SNAP LOCK SHELF GENERAL MOUNTED. ALL SHELF BRACKETS SHALL INCLUDE GARCY CLIPS. NOTE: ALL HARDWARE SUPPLIED AND INSTALLED BY CONTRACTOR, ALL BLOCKING TO BE SURFACE b t0 -32Z RECEIVED JAN 13 2011 PERMIT CENTER MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C• D E 5 1 G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers II Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614 - 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM 111 REVISED PER DOB COMMENTS Q TSC th T 5 C • D E S I G N l5anniversary Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS 11, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License # 7887 Current L erns .,' es: 06 /06 / 2011 Drawing Title: FITTING ROOMS AND MILLWORK. DETAILS. Project No: Drawn By: 10258.01 WM Checked By: IK Scale: Permit #: AS NOTED DI 0 -322 Drawing Number A -201 16 of 36 EXISTING MALL BULKHEAD CONSTRUCTION 1 /4" THK STEEL PLATE FOR HANGING SHELVES BY MWC - G.C. TO COORDINATE INSTALLATION EXISTING SOFFIT NEW BY MK EXISTING 2X4 FRAMING, REPAIR AND REINFORCE IF REQUIRED. EXISTING BEAM G.C. TO VERIFY LOCATION .:. 11 11 11 11 II ++ GWB CEILING 11' -0" AFF 3/4" FIRE RETARDANT MDF WITH PL -1 FINISH - G.C. TO CUT TOP TO FIT AS NEEDED 2' -0 1/2" • nil • 11 11 II II 11 11 11 11 2' -2" SURFACE MTD CURTAIN TRACK FASTENED TO BLOCKINGS ABOV J BEAD ALONG EDGES OF SOFFIT (TYP.) rf 0 PLYWD & BLOCKINGS FOR CURTAIN TRACK ABOVE FINISHED GWB POCKET HANGING BEAD CURTAIN BY MK & TRIMMED IN FIELD BY G.C. HANGING STILES FOR SHELVES 3/4" PLYWOOD ALUMINUM CLADDING ON INSIDE OF GLAZING CHANNEL W/ MT -2 FINISH 2 "X3 "X "THK. CUSTOM ALUMINUM SILL FRAME 5/8" GWB PTD ON 1 /2" PLYWOOD BACKING 3 5/8" STRUCTURAL STEEL FRAMING ST -1 ON THINSET & CEMENT BOARD, STONE PROVIDED BY VENDOR. THIN SET & CEMENT BOARD TO BE PROVIDE & INSTALLED BY G.C. - -- MT -2 NOTE: ALL NEW BULKHEAD CONSTRUCTION TO BE TIED BACK TO EXISTING WALL BULKHAD I NM 1 1 irpp 1' -6" DRAWER INTERIOR —I PL -1 FINISH IN 11 MTL STUD FRAMING & BLOCKING FOR PLATFORM AS REQUIRED BY G.0 GL- 1 POLISHED STAINLESS STEEL LEDGE. MT -1 1 /2" CLEAR TEMPERED GLASS SETTING BLOCK STRUCTURAL TAPE 11" THK. ALUM. PANEL W/ MT -2 FINISH. WOOD BLOCKINGS & PLYWD BACKING. FOR STOREFRONT FASCIA ST -1 SECTION - PERMIETER STOREFRONT SOFFIT / BUNKER & BULKHEAD SCALE: 1 1/2" =1' -0" NOTE: G.C. TO COORDINATE CONSTRUCTION OF STORE FRONT FRAMING, BULKHEAD & KNEE WALLS WITH STOREFRONT VENDOR'S SHOP DRAWING & STRUCTURAL DRAWINGS. (4) #10 SMS EXISTING DECK ABOVE 3 5/8" MTL STUDS 16" O.C. 3 5/8 X 18 "GA DIAGONAL STUD WITH (2) #10 SMS THRU EA VERT STUD. ATTACH TO (E) DECK AT TOP AL 11' -0" _ FINISHED CEILING PAINTED FASCIA GWB & STUDS TYP. BY G.C. L2X2 X 16 GA CONT. WITH #10 SMS THRU EA LEG ®EA STUD, TYP AT (4) LOCATION 9' -0" FINISHED CEILING (4) #10 SMS TYP, UNO PLYWD BLOCKING FOR LIGHT FIXTURE 8' p.. B.O–. SOFFIT LINE OF WALL BEYOND ® WHERE APPLICABLE cnxcswv1.n1 (2) 1 1/2" DIA HILTI KB -T2 WITH 3" EMBED L4X4X16GA X 1' -O" LONG 4"X1 8GA STUD CONT. WITH (2) #1 SMS EACH STUD 3 5/8" STEEL STUD FRAMING TO DECK ABOVE - FASTEN & BRACE AS REQUIRED 18" GA TRACK CONT. WITH #10 SMS THRU EA FLANGE 0 EA HORIZ. STUD AND (2) #10 SMS THRU WEB © EA VERT STUD, TYP AT (3) LOCATION. - IJ BOX 41" ) i" GYSUM BOARZT�___ CEILING PAINTED P -2 G.C. TO COORDINATE J BOX LOCATION & WHIP " �CI IX SECTION - PERMIETER SOFFIT & BUNKER SCALE: 1 1/2" =1' -0" 5/8" GYPSUM BOARD PAINT FINISH. REFER TO FINISH PLAN AND ELEVATIONS FOR SPECIFICATION 6" HIGH 1 6GA FLAT STRAPPING PAINT WOOD BASE TO MATCH WALL ABOVE, SEMI —GLOSS FINISH (TYPICAL). G.C. TO PROVIDE, INSTALL AND FINISH " F.T. PLYWOOD SECTION - TYPICAL SALES FLOOR WALL BASE SCALE: 6" =1' -0" OPEN AREA FOR RETURN AIR - SEE MEP DRAWINGS FOR REQUIREMENTS FLUORESCENT LIGHT SEE RCP. LIGHT PROVIDED BY OWNER AND INSTALLED BY G.C. REVIEWED FOR— CODE COMPLIANCE ApDRiilvED JAN 2 0 2011 City of Tukwila BUILDING DIVISION 10 -322 RECEIVED JAN 13 2011 PERMIT CENTER MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 981 88 T S C• D E S 1 G N 275 Seventh Avenue, 1 9th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS 0 TSC 15.a T n n iversary I G Celebrating 15 years of excellence c Regi stration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 Drawing Title: INTERIOR AND MISC. DETAILS Project No: Drawn By: 10258.01 WM Checked By: IK Scale: Permit #: 3/8" =1' -0" D10 -322 Drawing Number A -202 17 of 36 ROW (ROUGH OPENING WIDTH) B.W. (BOX WIDTH) PLAN - DURATION BOX TYPE F15.1, 15.2, 15.4 & 15.5 SCALE: 3/4" =1' -0" OW (OVERALL WIDTH) i l cD w — J uJ w CD CD T5 FLUORESCENT FIXTURES — QUANTITY VARIES BY BOX SIZE ELEVATION - DURATRAN BOX TYPE F15.1, 15.2, 15.4 & 15.5 SCALE: 3/4" -1 0 OW (OVERALL WIDTH) ELEVATION - DURATRAN BOX TYPE F15.3 & 15.5 SCALE: 3/4" 1' -0" ROW (ROUGH OPENING WIDTH) ROH (ROUGH OPENING HEIGHT) , , , , , , , , , , , , , , , , , , / ,' . ' \ , \ . , , . , . , . , . , \. ELEVATION - PARTITION ROUGH OPENING SCALE: 3/4" =1' -0" ROW (ROUGH OPENING WIDTH) DUPLEX OUTLET BY G.C. ROH (ROUGH OPENING HEIGHT) , , , , , , , , , , , , , , , , , , , , , , , , OREN , . , . , . , . 1 1 . , NOT USED, . DUPLEX OUTLET BY G.C. ELEVATION - PARTITION ROUGH OPENING SCALE: 3/4" =1' -O" DURATRAN BOX SCHEDULE BOX TYPE ROUGH OPENING HGT (R.O.H.) ROUGH OPENING WIDTH (R.O.W.) OVERALL HGT (O.H.) OVERALL WIDTH (O.W.) BOX HGT (B.H.) BOX WIDTH (B.W.) SMALL 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 F15.1 5' -8 15/16" [1750] 04 3' -7" [1092] 5' -9 13/16" [1773] 3' -7 7/8" [1114] 5' -8 9/16" [1741] 3' -6 5/8" [1083] MEDIUM F15.2 5' 2 13/1-G" [1-59G] 4' 4 7/8" [ 1343] 5' 3 3/4" [ 1-G18] 4' 5 3/4" [ 1305 ] ' 5' 2 1 /2" [ 1587] 4' 4 1 /2" [ 1333] - ' r15.3 5' 10 11/1-G" [ 179C] 4' 4 7/0" [ 1343] 5' 11 9/1-G" [1.818] 4' -5 3/4" [ 1305] 5' 10 5/1-G" [ 170G] 4' -4 .1 /2" [ 1333] LARGE F15.4 G' 9 3/4" [207G] 5' 10 1/4" [ 1784] G' 16 5/8" [2090] G' 11 1/8" [1.897] G' 9 3/8" [20G7i 5' -9 7/0" [ 1775] F15.5 7' 9" [23G2] 5' 10 1/4" [ 1705] 7' 9 7/8" [2304] 5' 11 1/8" [ 1-a87] 7 8 5/8" [2313] 5' 9 7/0" [ 1775] STAINLESS STEEL DR FRAME ON PIVOT HINGES CLEAR ACRYLIC MILK ACRYLIC BOX WIDTH (B.W.) WASferiffrA VAA AyrdTWAWAVAMW frdf WM WA; $7,4 S774 VA for74,AM ro re WA VA KO 41-0 i 8 1"i 4 OVERALL - DTH (O.W.) 11 If p I SECTION - TYPICAL PLAN SECTION 0 SCALE: 3" =1' -0" 16 V6" X16 OVERALL HEIGHT (O.H.) ___,_ ii. 'sk .1,,,7 1" WALL & FRAMING BY G.C. o L1J w x 0 SECTION - DURATION BOX TYPE 1 SCALE: 3" =1' -O" ROUGH OPENING HEIGHT REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 0 2011 City of Tukwila BUILDING DIVISION T -5 FIXTURES FIXTURE BY MWC WIRING BY G.C. 16 ARCYLIC LOGO GLUED ON CLEAR ARCYLIC CLEAR ACRYLIC MILK ACRYLIC 0 OVERALL HEIGHT WALL & FR ING BY G.C. o LU 0 Li 1• i 71s" I I \\I_I i sr 1 r I 52 1 USED ROUGH OPENING HEIGHT (R.0 SECTION - DURATION BOX TYPE 2 SCALE: 3" =1-0" b10- 3Zz RECEIVED JAN 13 2011 PERMIT CENTER MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 981 88 T S C• D E S 1 G N 275 Seventh Avenue, 1 9th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614 -839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS Q TSC th T 5 C• D E 5 I G N l5anniversary Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs @sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 Drawing Title: DURATRAN BOX DETAILS (FOR REFERENCE ONLY) Project No: 10258.01 Drawn By: WM Checked By: IK Scale: AS NOTED Permit #: D10 -322 Drawing Number A -203 18 of 36 G.C. TO EXTEND DEMISING_ WALL TO 2' -3" BEYOND FACE OF SAWTOOTH SOFFIT - INSTALL WALL BASE TO MATCH MALL STANDARD 1/2" CLR BRUSHED ALUM CHANNEL REVEAL - SEE 1B/A101 1/2" CLR BRUSHED ALUM CHANNEL REVEAL — LINE OF EXIST SAWTOOTH SOFFIT ABOVE PLAN - STOREFRONT SCALE: 1/2" =1' -0" IMT GLAZING STOREFRONT — LINE OF MT -1 EYEBROW ABOVE LINE OF ST -1 FACADE ABOVE BLADE SIGN T.O. SAWTOOTH ST 1 W J W J ALIGN TOP OF BULKHEAD TO BE PAINTED GWB, PAINT TO MATCH WALL FINISH IMTI 1 1MTI21 BACKLIT SIGN PIN -MTD TO STONE FACADE IMT 1 ST 1 ALIGN • G.C. TO REMOVE EXISTING SAWTOOTH DECORATIVE ELEMENT PER NEW STOREFRONT — PAINTED GWB @ TOP OF BULKHEAD; TOP TO ALIGN WITH EXISTING SAWTOOCH SOFFIT — TOP OF EXIST SAWTOOTH SOFFIT CV 1/2" CLR BRUSHED ALUM CHANNEL REVEAL r LINE OF CLG BEYOND @ 11'- AFF NEW NEUTRAL PIER BY L.L. alb +0' -0" MALL F.F. cV EQ 10.- EQ. 0 1/ / / / / / / / / / / / / / / / / / / / \`,OPEN TO STORE // IC 2 / / / / / / EQ J- EQ. F15.1 W BLADE SIGN / CV / LL_ , w / / / / / / / / 13' -112" 3" 8' -0" ov 3" 4' -114" ,—,3" ST ELEVATION - STOREFRONT SCALE: 112" =1' -0" MT 2 ST 1 EXISTING DOOR TO COORDIOR BEYOND (NO WORK) C.4 0 00000 0 — ST -1 @ STOREFRONT FACADE — MT -2 FRAME PLAN - STOOREFRONT BULKHEAD SCALE: 1/4" =1' -0" NOTE: G.C. TO COORDINATE CONSTRUCTION OF STOREFRONT BULKHEAD, KNEE WALLS AND ALL FRAMING WITH STORE VENDOR SHOP DRAWINGS. ALIGN 2' -3" REVIEWED FOR CODE COMPLIANCE APPRnVED JAN 2 0 2011 —City of Tukwila BUILDING DIVISION MT -1 EYEBROW @ AREA OF HATCH L.L. TO EXTEND DEMISING WALL TO 2' -3" BEYOND FACE OF SAWTOOTH SOFFIT, PAINT & INSTALL STONE BASE TO MATCH MALL STANDARD TOP OF STOREFRONT / EXTENDED NEUTRAL PIER TO ALIGN W/ TOP OF EXIST SAWTOOTH SOFFIT PATCH, REPAIR & REFINISHED IF MALL SOFFIT IS DAMAGED PER NEW MK WORK MT -1 EYEBROW MICHAEL KORS BLADE SIGN Mi l 2 STONE BASE TO MATCH MALL 3' -9" • • W J W W J ALIGN EXISTING SAWTOOTH @ FACE OF SOFFIT 2' -9" ISTI1 MICHAEL KORS MALL CORRIDOR NOT IN SCOPE 1/2" CLR BRUSHED ALUM CHANNEL RVL .rT 3" btoii ELEVATION STOREFRONT SCALE: 1/2" =1' -0" 3' -112" -MALL ST BASE - G.C. TO REPAIR IF DAMAGED ELEVATION - STOREFRONT @ CORRIDOR SIDE SCALE: 1/2" =1' -0" MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C• D E S I G N 275 Seventh Avenue, 1 9th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626 - 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE . TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS 0 TSC th T S C• D E S I G N 15a n n iversa Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License Current4ggaie = . _ 1 1 OLJ nrn.nvr - e� 7887 RECEIVED JAN 13 2011 ?ERMIT CENTER Drawing Title: STOREFRONT ENLARGED PLAN & ELEVATIONS Project No: Drawn By: 10258.01 WM Checked By: IK Scale: Permit #: AS NOTED D10-322 Drawing Number A -300 19 of 36 • • • O I I LJ SECTION -GATE EXTRUDED ALUMINUM TRACK RECESSED IN CEILING r` 1 n I1 u I.. EXTRUDED ALUMINUM PANELS POLYCARBONATE PANELS 11 ' • LOCKING POST CONTAINING TOP & BOTTOM LOCK RODS W/ CYLINDER OUT & THUMBTURN IN DUSTPROOF LOCK STRIKE SCALE: 1" =1' -0" d T .. • N 0 II I LJ ® ELEVATION - GATE SCALE: 1 1'-0" I I I I LJ 5/8" GYP BOARD CEILING 0 10' -2" AFF — BOTTOM OF ACCESS DOOR TO RETURN FLUSH W/ ADJACENT STONE ..i.1:y,ti':'l,.r' °S•iY:T :;: .:�,.:'i� �:,.`s,.�8r` {;✓.1Yry1ia� 5/8" TYPE "X" GWB TO 6" ABOVE FIN CEILING " THK. PLYWOOD ) I, THK.. ALUMINUM PANEL W/ WHITE POWDER COAT FINISH 3 5/8" MTL STUDS TO NEW BULKHEAD ABOVE 1 "x1" ALUMINUM PANEL ATTACHMENT ANGLE 2 "xX" ALUMINUM TUBE ACCESS PANEL FRAME DOTTED LINE OF SLIDING GATE TRAC)< ABOVE SECTION - WALL/ BASE ADJACENT TO GATE 1/2" CLEAR BRUSHED ALUMINIUM REVEAL TO MATCH MALL STANDARD LEASE LINE MT -2 POWDER COAT WHITE MTL FINISH ON F.R. MDF BACKER EXISTING MALL CORRIDOR (REPAIR IF DAMAGED) S 7 T2 YtJ`,M }',{41'4'�i;aliP.t ',iyST E':3vR ^Y5• ?2 27:07— 7.Pk5'YS MT -2 POWDER COAT WHITE MTL FINISH ON F.R. MDF BACKER (1) LAYER OF 5/8" TYPE "X" GWB TO 6" ABOVE FIN CEILING BOX BEAM (2) 16ga 6" STUDS w /(2) 16ga 3 -5/8" CHANNELS / 1/2" MTL STUDS, TRACKS & [.RAMING, 16" O.C. ON THIS SIDE L— t1) LAYER OF 5/8" TYPE "X" GWB If0 6" ABOVE FIN CEILING r— h 5/8" MTL STUDS, TRACKS & RAMING, 16" O.C. ae�xssrc.z;:�;u;r�as r werscz- 4 1_ AC ESS DOOR 3/4" THK PLYWOOD BACKING CONT' MDF BACKING BOX BEAM (2) 16ga 6" STUDS w /(2) 16ga 3 -5/8" CHANNELS MT -2 ACCESS DOOR TO SLIDING GATE W/ RECESSED STONE BASE LINE OF FLOORING TRANSITION (ALIGNING WITH STOREFRONT BASE) ODE E 0 - CESSED TRACK © CEILING ABOVE LF -1 TILES MK FLOOR LOGO INLAY INTO F -1 TILES 2' -3" PLAN- STOREFRONT CORNER SCALE: 1 112 " =1' -0" � REVIEWED FOR- CODE COMPLIANCE APpRAVFD JAN 2uZp» City of Tukwila BUILDING nflhIclnl`I RECEIVED JAN 13 2011 PERMIT CENTER tDIO322 MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 981 88 T S C• D E S 1 G N 275 Seventh Avenue, 1 9th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614 - 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS A TSC l5anniversary Celebrating 15 years of excellenc Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs @sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 Drawing Title: SECURITY GATE STOREFRONT ELEVATIONS & DETAILS Project No: Drawn By: Checked By: Scale: Permit #: 10258.01 WM IK AS NOTED D10 -322 Drawing Number A- 301.00 20 of 36 14' -0" AFF _ `FT /0 STEEL EXISTING MALL BULKHEAD CONSTRUCTION 1/4" THK STEEL PLATE ON 1/2" THK PLYWD BLOCKING FOR HANGING SHELVES BY MWC - G.C. TO COORDINATE INSTALLATION ST -1 ON THINSET & CEMENT BOARD ALIGN EXISTING 2X4 FRAMING, REPAIR AND REINFORCE IF REQUIRED. EXISTING BEAM SURFACE MTD CURTAIN TRACK FASTENED TO BLOCKINGS ABOVE +11' -0" CEILING FINISH n 1..,:. . + +15' -6" TO SAWTOOTH 3 5/8" 18 ga STEEL FRAMING + + + +I + + + + f2' -0" + + + + GWB CEILING 11' -0" AFF +10 =2" CEILING FINISH J BEAD ALONG EDGES OF SOFFIT (T)(P.) J FINISHED FLOOR 1' -6" 0 J Y7 0 10 "%' PLYWD & BLOCKINGS FOR CURTAIN TRACK ABOVE FINISHED GWB POCKET HANGING SCREEN BY MK & TRIMMED IN FIELD BY G.C. CID c■ ST -1 ON THINSET & CEMENT BOARD BOX BEAM (2) 16ga 6" STUDS w /(2) 16ga 3 -5/8" TOP & BOTTOM CHANNELS +13' -2" Li Li Q N I 0 GL -1 POLISHED STAINLESS STEEL LEDGE. MT -1 1' -6" 1' -7" EQ. E } c�1 F11.1 0 0 F 0 0 « ALIGN f —J F13.1C 91„ _z CD J Q XI VI 1X SECTION - STOREFRONT WINDOW SCALE: 1" = 1'-0" 1/2" CLEAR TEMPERED GLASS TYP. BEAD CURTAIN - G.C. TO TRIM TO PROPER LENGTH HANGING FIXTURE IN WINDOW BEYOND BUNKER W/ PL -1 FINISH STONE TILE BASE +11' 0" CEILING FINISH' FINISHED FLOOR. ALIGN ±2'- II PAINTED 5/8" GWB ON 1/2" PLYWOOD BACKING. AT TOP OF BULKHEAD, PAINTE TO .MATCH AT WALL FINISH TO SAWTOOTH EXISTING 2X4 FRAMING, REPAIR AND REINFORCE IF REQUIRED. / / , , , , , r1 L 2" Li r. N 0 3 5/8" 18 ga STEEL FRAMING ST -1 ON THINSET & CEMENT BOARD BOX BEAM (2) 16ga STUDS w /(2) 16ga 3 -5/8" TOP & BOTTOM CHANNELS PIT -MTD BACKLIT MK SIGNAGE ON FACADE POLISHED STAINLESS STEEL LEDGE. MT -1 ♦$ +10' -2" POLISHED STAINLESS STEEL LEDGE. MT -1 RECESSED SECURITY GATE TRACK - PROVIDE BLOCKING AS REQUIRED MT -2 POWDER COAT WHITE METAL FINISH ON F.R. MDF BACKER SECTION - AT DOOR ENTRY SCALE: 1" =1' -0" 3" I F PAINTED 5/8" GWB ON 1/2" PLYWOOD BACKING. AT TOP OF BULKHEAD, PAINTE TO MATCH AT WALL FINISH +15' -6" 'TO SAWTOOTH 3 5/8" 18 ga STEEL FRAMING it 1- 1- 1 ■ + +1- 11111rmt • - REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 0 2011 City BUILDING DIVISION City of Tukwila BUILDING DIVISION FINISHED FLOOR. • ST -1 ON THINSET & CEMENT BOARD BOX BEAM (2) 16ga 6" STUDS w /(2) 16ga 3 -5/8" TOP & BOTTOM CHANNELS CROSS BRACING BACK TO EXISTING WALL SOFFIT CONSTRUCTION AS REQUIRED. PIT -MTD BACKLIT MK SIGNAGE ON FACADE POLISHED STAINLESS STEEL LEDGE. MT -1 - +10' -2" ROUGH OPENING BY U., BOX BY MWC 9 MT -2 FINISH ON F.T. PLYWOOD BACKER MALL CORRIDOR TYPE F15.1 DURATRAN BY MWC NOTES: G.C. TO REFER TO DWG A -203 FOR DURATRAN'S ROUGH OPENIGN DIMENSIONS & COORDINATE WITH MWC SHOP DWGS A -203 SECTION - AT DURATRAN MT -2 FINISH ON F.R. MDF BACKER FINISH FLOOR SCALE: 1" =1' -0" RECEIVED JAN 13 2011 PERMIT CENTER NOTE: G.C. TO COORDINATE CONSTRUCTION OF STORE FRONT FRAMING, BULKHEAD & KNEE WALLS WITH STOREFRONT VENDOR'S SHOP DRAWING & STRUCTURAL DRAWINGS. � l0- 372 MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 981 88 T SC D E S I G N 275 Seventh Avenue, 1 9th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers II Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614 - 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS Q TSC 15th T S C• D E 5 1 G N l5anniversary Celebrating 15 years of excellenc Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 • 7867 Drawing Title: STOREFRONT SECTIONS Project No: 10258,01 Drawn By: WM Checked By: IK Scale: Permit #: AS NOTED DI0 -322 Drawing Number A -302 21 of 36 30 "X48" CLEAR FLOOR SPACE " HOLD 60 "X48" CLEAR FLOOR SPACE —5 —Cr- TU RT\I NG CIRCLE PLAN - BOH RESTROOM SCALE: 3/8" =1' -0" P13 0 M0 (N,7 1B 1 21 +9' -0" FINISHED CEILING +01 -011 FINISHED FLOOR ELEVATION - RESTROOM NORTH SCALE: 318" =1' -0" NOTE: 1. G.C. TO PROVIDE & INSTALL WATERPROOFING MEMBRANE UNDER BATHROOM FLOOR & CLIMB WALLS TO BASE HGT 2. THE MINIMUM CLEAR SPACE IN FRONT OF THE WATER CLOSET SHALL BE . G.C. TO PROVIDE BLOCKING FOR HANDICAP GRAB BARS AND OTHER WALL MOUNTED DEVICES — ALL BLOCKINGS TO BE FIRE RETARDANT. THE BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND 250 LBS /FT. IN BENDING, SHEAR AND TENSION. +9' -0" FINISHED CEILING +0' -0" FINISHED FLOOR ELEVATION - RESTROOM EAST SCALE: 3/8" =1' -0" +9' -0" FINISHED CEILING ELEVATION - RESTROOM SOUTH SCALE: 3/8" =1' -0" RESTROOM PLUMBING FIXTURES & ACCESORIES SCHEDULE TYPE ITEM MFR MODEL # FINISH MT'G HGT REMARKS ® SURFACE MOUNTED TOILET TISSUE DISPENSER // ,\ 1 / . 1 1 . \ 1 .\ 1 // I . \ . 1 1 / 1 1 . . . \. P13 — — — a 1 - COAT HOOK NOTE: 1. G.C. TO PROVIDE & INSTALL WATERPROOFING MEMBRANE UNDER BATHROOM FLOOR & CLIMB WALLS TO BASE HGT 2. THE MINIMUM CLEAR SPACE IN FRONT OF THE WATER CLOSET SHALL BE . G.C. TO PROVIDE BLOCKING FOR HANDICAP GRAB BARS AND OTHER WALL MOUNTED DEVICES — ALL BLOCKINGS TO BE FIRE RETARDANT. THE BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND 250 LBS /FT. IN BENDING, SHEAR AND TENSION. +9' -0" FINISHED CEILING +0' -0" FINISHED FLOOR ELEVATION - RESTROOM EAST SCALE: 3/8" =1' -0" +9' -0" FINISHED CEILING ELEVATION - RESTROOM SOUTH SCALE: 3/8" =1' -0" RESTROOM PLUMBING FIXTURES & ACCESORIES SCHEDULE TYPE ITEM MFR MODEL # FINISH MT'G HGT REMARKS ® SURFACE MOUNTED TOILET TISSUE DISPENSER BOBRICK B -2740 SATIN ALUMINUM 24" TO TOP ISSUED FOR BID / FILE TSC NOT USED — — — . — - COAT HOOK BOBRICK B -6777 SATIN ST. STEEL 48" �i... MOUNT ON BACK OF DOOR QD GRAB BAR — 36" AND 42" BOBRICK B -5806 SATIN ST. STEEL 33" TO CENTER W/ #251 -4 WING & GRAB BAR FASTENERS QE G' r' : B — 8" LO BOBRICK B -5806 X 18" SATIN ST. STEEL 39 -40" TO BOTTOM VERTICAL GRAB BAR QF MIRROR BOBRICK B -165 SATIN ST. STEEL 3' -4" TO BOTTOM OF REFLECTED SURFACE 24" X 36" © TOILET AMERICAN STANDARD 2377.100 CADET WHITE 1' -3" TO TOP OF SEAT ELONGATED BOWL, TANK TYPE SINK AMERICAN STANDARD 0195.073 ROXALYN WHITE 34" TO TOP 181" X 17 ", WALL HUNG FAUCET CHICAGO 797 -665CP CAST BRASS e SELF CLOSING VALVES TO REMAIN OPEN FOR AT LEAST 10 SEC., W/ #665 PUSH HANDLES 01 PAPER TOWEL DISPENSER GEORGIA PACIFIC GEP52720 CHROME 4'—O" AFF TO THE TOP — 0 ■ . " " i" SERVICE FAUCET FIAT 839 AA RE-9 BRASS A6 GY WALL MOUNTED FIAT 889 -CC ST. STEEL MOP BRACKET 0 TOILET SEAT COVER DISPENSER BOBRICK CLASSIC SERIES 8221 4' -0" (TOP OF DISPENSER) p +9' -0" Ny FINISHED CEILING — REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 0 211 City of Tukwila BUILDING DIVIRInto ELEVATION - RESTROOM WEST SCALE: 3/8" =1' -0" l� to- 3;:z +0' —O" FINISHED FLOOR RECEIVED JAN 13 2011 PERMIT CENTER MICHAEL KORS WESTFIELD SOUTHCENTER 51 5 Southcenter Mall Tukwila, WA 981 88 T S C • D E S I G N 275 Seventh Avenue, 1 9th Floor New York, NY 10001 T:21 2.21 3.4595 F:21 2.21 3.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. 'Westerville, OH 43081 Phone: 614 - 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS Q TSC l5anniversary T • 5 1 N Celebrating 15 years of excellenc Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 201 1 7867 WASFIINGTO Drawing Title: BOH RESTROOM ENLARGED PLAN & ELEVATIONS Project No: 10258.01 Drawn By: WM Checked By: IK Scale: 318" =1' -0" Permit #: D10 -322 Drawing Number A -400 22 of 36 LOCATION WHERE NO SCHEDULED CEILING, EXTEND GWB TO 12" BELOW DECK FOR RETURN AIR r-r UNDERSIDE OF SLAB OR DECK SELF DRILLING SCREWS 1C80 #ER -5280 CONT. DEFLECTION TRACK EXTEND STUDS TO STRUCTURE ABOVE 4' -0" O.C. MIN SCHEDULED CEILING REFER TO REFLECTED CEILING PLAN ( BOARD EACH SIDE OR (1) LAYER OF GREEN BOARD ON WET SIDE 3 r (20 GA) METAL STUDS 0 16" o.C. 1A. POWER DRIVEN PINS 1 CBO #ER -2388 WITHIN 8" OF EACH DOOR OR CORNER 0 3' -0" O.C. NEW SCHEDULED FLOOR AND BASE, SEE FINISH PLAN . FOR MORE INFORMATION. PARTITION - GENERAL 6" ABOVE FINISHED CEILING (NON- RATED) NO INSULATION FUTURE TENANT (NOT IN SCOPE OF WORK). TENANT SPACE GYPSUM BOARD BY FUTURE TENANT L UNDERSIDE OF DECK ABOVE 6" SLOTTED TRACK (SLP —TRK OR EQ.) MICHAEL KORS SPACE #672 CEILING BY TENANT 6" STEEL STUDS 016 "O.C. TENANT SPACE r GYPSUM BOARD TYPE "X" (BOTH SIDES) 0 TENANT'S SIDE PROVIDED & INSTALLED BY G.C. NOTES: FIRE RATING OF WALL ASSEMBLY IS NOT REQUIRED TO EXTEND ABOVE TENANT CEILING. GYPSUM BOARD TO BE HELD MIN. 6" CLEAR BELOW UNDERSIDE OF DECK ABOVE TO ACCOMMODATE TENANT HVAC RETURN AIR SYSTEM. NOTES: ALL GUPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT. FLOOR FINISH WHERE OCCURS SEALED CONCRETE SLAB, SEE STRUCTURAL DRAWINGS PAINTABLE FIRESTOP SEALANT (BOTH SIDES) RAMSET AS REQUIRED PARTITION - TENANT DEMISING WALL (FIRE RATED/ 1 HOUR) 1 LAYER OF 5/8" TYPE "X" GYPSUM BOARD EACH SIDES, UL DES U465 PARTITION TYPE "4" IS REPRESENTED ON PLAN BY UL NO.U465 THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL 'S DOCUMENTATION FOR THE COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTION: GYPSUM BOARD: 5/8" THICK. 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1" LONG, TYPE S STEEL SCREWS SPACED 8" OC ALONG EDGES OF BOARD OF BOARD AND 12" OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDE OF THE ASSEMBLY. UNDERSIDE OF SLAB OR DECK SELF DRILLING SCREWS 1C80 #ER -5280 CONT. DEFLECTION TRACK EXTEND STUDS TO STRUCTURE ABOVE 4' -0" O.C. MIN SCHEDULED CEILING REFER TO REFLECTED CEILING PLAN FULL THICKNESS AND HEIGHT SOUND ATTENUATION BLANKET TYPE 2a (1) LAYER OF " GYPSUM BOAR 3 r (20 GA) METAL STUDS 0 16" O.C. 1 i" POWER DRIVEN PINS 1 CBO #ER -2388 WITHIN 8" OF EACH DOOR OR CORNER 0 3' -0" O.C. NEW SCHEDULED FLOOR AND BASE, SEE FINISH PLAN FOR MORE INFORMATION. PARTITION - FURRING WALL (NON- RATED) 2a PARTITION - FURRING WALL/ 2 1/2" STUD (NON- RATED) SAME AS TYPE #2 EXCEPT 7/8" FURRING CHANNELS IN PLACE OF 3 5/8" STUDS Ow- OAI UNDERSIDE OF SLAB "FIRE TRACK" WITH SLIP CLIP CONNECTIONS TO EACH STUD, SEE DETAIL THIS SHEET. SCHEDULED CEILING REFER TO REFLECTED CEILING PLAN FULL THICKNESS AND HEIGHT SOUND ATTENUATION BLANKET r TYPE "X" GYPSUM BOARD (EACH SIDE). SEE PARTITION TAG BELOW FOR NUMBER OF LAYERS EACH SIDE. rib t I I 3 r (20 GA) METAL STUDS 0 16" O.C. 1 i" POWER DRIVEN PINS 1 CBO #ER -2388 WITHIN 8" OF EACH DOOR DR CORNER 0 3' -0" O.C. NEW SCHEDULED FLOOR AND BASE, SEE FINISH PLAN FOR MORE INFORMATION. PARTITION - FIRE RATED / 1 HOUR 1 LAYER OF 5/8" TYPE "X" GYPSUM BOARD EACH SIDES, UL DES U423 OR U425 R PARTITION - FIRE RATED / 1 HOUR SAME AS TYPE #5 EXCEPT NEW GREEN BOARD AND FIRE TRACK 0 MK BATHROOM SIDE OVER EXISTING DEMISING WALL TENANT SPACE LUNDERSIDE OF DECK ABOVE 5/8" DEFLECTION GAP r __1 6" SLOTTED TRACK (SLP —TRK OR EQ) SCHEDULED CEILING REFER TO REFLECTED CEILING PLAN CORRIDOR ST -1 ON THINSET " GYPSUM BOARD TYPE "X" (BOTH SIDE). WALL FINISH PER SCHEDULE 6" STEEL STUDS 0 16" O.C. NOTES: ALL GUPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT. 6" CONTINUOUS UNPUNCHED STEEL TRACK FLOOR FINISH WHERE OCCURS SEALED CONCRETE SLAB, SEE STRUCTURAL DRAWINGS PAINTABLE FIRESTOP SEALANT (BOTH SIDES) RAMSET AS REQUIRED PARTITION - FIRE RATED / 1 HOUR @ CORRIDOR 1 LAYER OF 5/8" TYPE "X" GYPSUM BOARD EACH SIDES, UL DES U465 UL NO.U465 THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL 'S DOCUMENTATION FOR THE COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTION: GYPSUM BOARD: 5/8" THICK. 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1" LONG, TYPE S STEEL SCREWS SPACED 8" OC ALONG EDGES OF BOARD OF BOARD AND 12" OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDE OF THE ASSEMBLY. PLAN COLUMN ENCLOSURE SCALE: 1 1/2" =1' -0" r GYP. BOARD SPRAY —ON FIREPROOFING IF EXISTING — G.C. TO REPAIR ANY DAMAGED AREAS 2A" METAL STUD FRAMING CORNER BEADS TYPICAL NOTE: GC TO BUILD ENCLOSURE AS TIGHT AS POSSIBLE TO EXISTING COLUMN ■• dft AMD Wel DETAIL - FIRE TRACK UNDERSIDE OF FLOOR ABOVE. FILL JOIST VOIDS WITH THERMAFIBER SAFING INSULATION TO MATCH RATING OF WALLS CONT. r MIN. FIRE SEALANT BETWEEN GYPSUM BOARD AND ROOF DECK. "FIRE TRACK" WITH SLIP CLIP CONNECTIONS TO EACH STUD i" TYPE "X" GYPSUM BOARD SCALE: 3" = 1-0" FIRE /SMOKE STOPPING SHALL BE PROVIDED AT ALL PENETRATIONS THROUGH NEW AND EXISTING FIRE RATED PARTITIONS AS REQUIRED BY CODE. INSPECTION OF PROJECT AND REVIEW OF CONSTRUCTION DOCUMENTS SHALL BE PERFORMED TO PRICE OUT FULL SCOPE. REFER TO FIRE STOPPING DETAILS AND MEP DRAWINGS FOR MORE INFORMATION AND COORDINATION. 2. WATER RESISTANT GYPSUM BOARD SHALL BE USED IN ALL WALLS IN WET AREAS (PANTRY, RESTROOMS, JANITOR CLOSET, ETC.). 3. REFER TO PLANS AND ELEVATIONS FOR MORE INFORMATION BLOCKING AND WALL FINISHES. 4. ALL METAL STUD FRAMING TO BE 20 GA. UNLESS OTHERWISE NOTED 5. TAPE AND SPACKLE A MINIMUM OF 3 COATS. 6. THE CONTRACTOR SHALL APPLY AT LEAST TWO CONTINUOUS 1/4" DIAMETER CAULKING BEADS AT THE FLOOR AND CEILING CHANNEL RUNNERS AND ABUTTING CONSTRUCTION PRIOR TO THE INSTALLATION OF THE GYPSUM BOARD PANELS. 7. DEMISING WALLS (WALL TYPE 4) SHALL BE IDENTIFIED AS A 1 —HOUR RATED WALL ASSEMBLY. ADD UL U423 AND U465 TO THE PLANS AND CROSS REFERENCE THE ASSEMBLY CONSTRUCTION BACK TO WALL TYPE 4. 8. IDENTIFY IF THE WALLS ARE 1 —HOUR RATED, OR NON —RATED ON THE CROSS SECTIONS. NOTES - PARTITION CONSTRUCTION REVIEWED FOR CODE COMPLIANCE ApPn 1VED JAN 20 2011 City of Tukwila BUILDING DIVISION STEEL FRAMING ATTACHMENT SCHEDULE STUD TO SLAB SELF DRILLING SCREWS 1 C80 #ER -5280 REFER TO PARTITION TYPES STUD TO RUNNER (2) #10 SCREWS 0 TRACK TO STUD STUD TO STUD (2) #10 SCREWS ® STUD TO STUD RUNNER TO DECK 1 in POWER DRIVEN PINS 1CBO #ER -2388 WITHIN 8" OF EACH DOOR. OR CORNER 0 3' -0" O.C. REFER TO PARTITION TYPES 1J l0- 3Z 2 RECEIVED JAN 13 2011 PERMITCENTER MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 981 88 T S C• D E S 1 G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 1 09th Street New York, NY 10025 Phone: 888.358.6368 No. Data Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 1.1.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS Q TSC th T S C• D E 5 1 G N l5anniversary Celebrating 15 years of excellenc Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS II, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 7867 Drawing Title: PARTITION TYPES & WALL BASE DETAILS Project No: Drawn By: Checked By: Scale: 10258.01 WM Permit #: IK 1 1/2" = 1' -O" U.O.N. D10 -322 Drawing Number A -500 23 of 36 • 12 GA. WIRE PERIMETER HANGER AT TERMINAL END OF EACH MAIN RUNNER AND CROSS TEE x x x NJ 0,0 x x x x 09 x x LATERAL BRACING AT 12' -0 "X12' -0" O.C. MAX. INTERVALS 4' -0" MAX. FROM PERIMETER WALLS, SEE CEILING DETAILS 12 GA. WIRE VERTICAL HANGER @ 4' -0" O.C. ALONG EACH MAIN RUNNER 12 GA. WIRE @ EACH CORNER OF LIGHT FIXTURE & 2 SLACK x x x x WIRES, SEE LIGHT FIXTURE SUPPORT 'E4 8" MAX DETAILS NOTE: THIS DETAIL TO OVERRIDE ANY CONFLICTING DETAIL IN THIS SET. DETAIL - SEISMIC CEILING BRACING PLAN SCALE: 1/8" =1' -0" 3 FULL TURNS CROSS TEE MINIM. N E 45' 45' lkfr fr4 *'* MAIN RUNNER 12 GA. WIRE SPLAYED 4 —WAY AT 90° TO EACH OTHER NOTE: COMPRESSION STRUT NOT SHOWN. NOTE: THIS DETAIL TO OVERRIDE ANY CONFLICTING DETAIL IN THIS SET. DETAIL - SEISMIC CEILING BRACING PLAN SCALE: 6" =1' -0" 3/4" CLEAR RIGID STRUT EXTENDER AS REQ'D EXISTING STRUCTURE M 11111111111111111 IIIIIIIIIIII III IIiIIIIIIIIF14 I I I I I I I I I I I I I I I I I I WALL ANGLE OF 2" HORIZONTAL LEG @ PERIMETER WALLS & PARTITIONS 3 FULL TURNS, TYP. COMPRESSION STRUT @ 12' -0" O.C. MAX. AS REQUIRED 12 GA. WIRE SPLAYED 4 WAYS @ 12' -0" O.C. MAX MAIN RUNNER AT 4' -0" O.C. CROSS TEE ACOUSTIC CEILING TILE CROSS TEE NOTE: THIS DETAIL TO OVERRIDE ANY CONFLICTING DETAIL IN THIS SET. DETAIL - ACOUSTICAL TILE CEILING COMPRESSION STRUT SCALE: 1 112" =1' -0" EXISTING STRUCTURE MIN. 3 FULL TURNS 12 GA. GALV. SLACK WIRES MINIMUM 2 PER FIXTURE FROM DIAGONAL CORNERS TO STRUCT. ABOVE 12 GA. GALV. WIRE @ 4 CORNERS OF FIXTURE LAY —IN FLUORESCENT LIGHT FIXTURE ACOUSTIC CEILING TILE MAIN RUNNER NOTE: THIS DETAIL TO OVERRIDE ANY CONFLICTING DETAIL IN THIS SET. 3 5/8" METAL STUDS AND CROSS BRACING @ 48" O.C. 12 GA. WIRE SPLAYED 4 WAYS @ 12' -0" O.C. MAX 1" CHANNEL FRAMING 04' -0" O.C. +o' L-o" CEIING FINISH SCHEDULED CEILING FINISH SEE RCP FOR MORE INFO. SECTION - DIAGONAL BRACING CONNECTION SCALE: SCALE: 1 1/2" = 1' -0" 3 5/8" (20 GA.) @ 4' -0" O.C. WITH (1) 346" DIM. P.A.F. @ EACH END DETAIL - SEISMIC BRACING OF LIGHT FIXTURE SCALE: 1 112" =1' -0" . (2) #10 SCREWS CONTINUOUS 16 GA. METAL TRACK SECTION DIAGONAL BRACING CONNECTION SCALE: SCALE: 1 1/2" = 1' -0" EXISTING JOIST STRUCTURE (2) #8 @ EACH 35/8" (2) CONTINUOUS 1%" X 3 5/8" (20 GA.) 2" X 2" (18 GA.) ANGLE 3 5/8" (20 GA.) DIAGONAL BRACING 7/8" METAL HAT CHANNELS AT 16" O.C. PERPENDICULAR TO C.R. CHANNELS. 5/8" TYPE "X" GYPSUM BOARD WITH TAPED JOINTS SANDED SMOOTH 1/2" EMT TIGHT TO STRUCTURE ABOVE 12 GA. VERTICAL HANGER WIRE 3/4" EMT NOTCH OVER MAIN RUNNER DRILL 5/32" HOLE FOR 1/8" BOLT & LOCK NUT AFTER CEILING IS LEVELED COMPRESSION STRUT REQ'D. @ EACH SEISMIC RESTRAINT. 12' 0.C. EACH WAY.12 GA. SPLAY WIRES CROSS FURRING CHANNEL DETAIL - TYP. SEISMIC GYPSUM BOARD DETAILS SCALE: 1 1/2" =1' -0" 8 GA. VERTICAL HANGER WIRE @ 48" O.C. EACH WAY. ANCHOR TO STRUCTURE ABOVE 1/2" EMT. COMP. STRUCTURE TIGHT TO STRUCTURE ABOVE COMPRESSION STRUT REQ.'D @ EACH SEISMATIC RESTRAINT 12' -0" O.C. EACH WAY. f3/4" EMT DRILL 5/32 HOLE FOR 1/8" BOLT & LOCK NUT AFTER CEILING IS LEVELED on SECTION - DIAGONAL BRACING CONNECTION SCALE: SCALE: 1 1/2" = 1' -0" EXISTING JOIST STRUCTURE SECTION - PARALLEL TO STRUCTURE SCALE: 3" =1' -0" DETAIL - TYP. GYPSUM BOARD CEILING DETAILS SCALE: 1 112 =1' -0" 3 5/8" METAL STUDS AND DIAGONAL BRACING @ 48" O.C. 16 GA. CLIP ANGLE CEILING SUSPENSION SYSTEM, SEE BUILDING DEPARTMENT SHEET FOR MORE INFO. +o' -o" CEILING FINISH SCHEDULED CEILING FINISH SEE RCP FOR MORE INFO. (2) #8 @ EACH 35" CONT. 18 GA. DEEP LEG TRACK. #8 SCREWS EACH SIDE OF STUD (TYP.) BRIDGING @ 8" FROM TOP PER MANUFACTURERS RECOMMENDATION 3%" METAL STUDS @ 16" O.C. (4) 8 GA., 45 SPLAY WIRES AT EVERY STRUT 12' -0" O.C. EACH DIRECTION 1 1/2" C.R. CHANNEL AT 48" O.C. NOTE: 1. AT EACH END OF LIGHT FIXTURE AN INTERLOCKING CROSS TEE OR LOCKING BAR MUST BE USED. THE TOTAL WEIGHT OF A LIGHT FIXTURE AND OTHER EQUIPMENT (AIR BOXES ETC.) AND CEILING MATERIAL SUPPORTED BY THE MAIN BEAM MUST NOT EXCEED THE ALLOWABLE DEFLECTION LISTED IN THE DEFLECTION DATA OF THE FRAMING MEMBERS. SURFACE OR PENDANT FIXTURES MUST BE INDEPENDENTLY SUPPORTED FROM 1-1/2" BLACK IRON FROM STRUCTURE ABOVE. HANGER AND CROSS BRACING SPACING AS WELL AS STUD SIZE SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS SUSPENDED CEILING GRILLAGE ERECTION DATA. E.M.T. DIA. MAX. LENGTH MTL. ANGLE MAX. LENGTH 1 /2" 3/4" 1 3' — 9" 5' — 22" L2 X 2 X 1 /8 L3 X 3 X 3/16 LESS THAN 6' — 6" GREATER THAN 6' — 6" NOTE: INSTALL BRACING AT 12' -0" 0.C. EACH WAY AND WITHIN 4' -0" OF PERIMETER WALLS 0 15/" X 6" (20 GA.) EXISTING JOIST STRUCTURE #10 SCREWS @ 24" O.C. CEILING FRAMING @ 24" 0.C. SECTION - PARALLEL TO STRUCTURE SCALE: SCALE: 1 1/2" = 1' -0" CV SECTION - PERPENDICULAR TO STRUCTURE SCALE: 3" =11 -0" SECTION - TYPICAL GYP. BD. PARTITION SCALE: 1/2" =1' -0" EXISTING JOIST STRUCTURE 35/8" (20 GA.) WITH (1) %6" DIM. P.A.F. @ EACH END. ATTACH TO TRACK WITH SCREWS @ 24" 0.C. CONT. 18 GA. DEEP LEG TRACK. #8 SCREWS EACH SIDE OF STUD (TYP.) BRIDGING @ 8" FROM TOP PER MANUFACTURERS RECOMMENDATION GENERAL CEILING NOTES 1. ALL WOOD MEMBERS USED FOR PURPOSES OF BACKING AND BLOCKING IN AN APPROVED MANNER SHALL BE FIRE RETARDANT TREATED. 2. REFER TO LOS ANGELES RESEARCH REPORT #25032 ON FIRE —RATED AND NON— FIRE —RATED SUSPENDED CEILING SYSTEMS FOR REQUIREMENTS. SUSPENDED GYPSUM BOARD CEILING SHALL NOT BE SUPPORTED DIRECTLY FROM THE METAL DECK OF THE FLOOR ABOVE OR ROOF ABOVE; INSTEAD IT SHALL BE SUPPORTED AND BRACED FROM UNISTRUT CONNECTED TO EXISTING MALL BEAMS PER DETAILS ON STRUCTURAL DRAWINGS. 4. SUSPENDED CEILING ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH LADBS INFORMATION BULLETIN #P /BC 2008 -040 "RECOMMENDED STANDARDS FOR SUSPENDED CEILING ASSEMBLIES" SUSPENSION SYSTEM SHALL BE ONE OF THE FOLLOWING: DONN — LARR #25764 ARMSTRONG — LARR #25032 35/8" METAL STUDS @ 16" 0.C. CEILING FRAMING @24 "0.C. EXISTING JOIST STRUCTURE 1 100# MAX. 100# MAX. SECTION - PERPENDICULAR TO STRUCTURE SCALE: SCALE: 1 1/2" = 1' -0" \ I rJ 1 3/16 REVIEWED FOR CODE COMPLIANCE APPRf1VED JAN 2 0 2011 City ot Tukwila BUILDING DIVISION 1 ■ (2) #10 SCREWS N @ 24" 0.C. (TYP.) #10 SCREWS (TYP.) CONTINUOUS 15/8" X 3 5/8" (20 GA.) EXISTING JOIST STRUCTURE OR USE (4) /32" DIM. P.A.F. (2 EACH SIDE) EXISTING JOIST BOTTOM CORD OR BOTTOM FLANGE RECEIVED JAN 13 2011 PERMIT CENTER (2) CONTINUOUS 1%" X 3 5/8" (20 GA.) 2" X 2" (18 GA.) ANGLE 3 5/8" (20 GA.) DIAGONAL BRACING SECTION - PARALLEL TO STRUCTURE & DIAGONAL BRACING CONNECTION SCALE: 3" =1' -0" 'l0- 32Z MICHAEL KORS WESTFIELD SOUTHCENTER 51 5 Southcenter Mall Tukwila, WA 981 88 T S C• D E 5 1 G N 275 Seventh Avenue, 1 9th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614 - 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91 101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS A TSC th T 5 C• ■D E 5 1 G N 15a n n versa Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. ARCHITECT: R.H. SWEERS 11, Proprietor RH SWEERS ARCHITECT rhs@sweersarch.com Washington Architect License # 7887 Current License Expires: 06 / 06 / 2011 7867 Drawing Title: SUSPENDED CEILING SYSTEMS & ATTACHMENT DETAILS Project No: 10258.01 Drawn By: WM Checked By: IK Scale: Permit #: AS SHOWN D10 -322 Drawing Number A-503 1' 26 of 36 ►i if" i:♦ii♦i :"1,; i♦ i ♦ .;1 ♦1 J• .,, ►; .0 .,4 0 . ♦• . ►4 . ►4 .;1 .♦• . ♦ti .►• .;4 • ►• .►. •g :♦. e;. .1• ►, •. . ♦4 .4 k• • . ;• ♦1 P. . ♦• .♦• . ►. .. vrr* ,,TOT i2 iIMi n ∎!♦ ∎ ∎!Olv ♦i i�' i!O♦:�i ii .zw ∎∎„ S D ♦v %WAIle v 4"4" 1 1 1 1 R TU -1 3000 CFM PARTIAL MECHANICAL ROOF PLAN 1 /4 " =1' -O" GENERAL HVAC NOTES 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF EXISTING DUCTWORK, DIFFUSERS, GRILLES, CONTROLS, ETC., AS REQUIRED TO FACILITATE NEW INSTALLATIONS. 2. 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. 3. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 4. FURNISH ALL LABOR, MATERIALS, TOOLS, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE HEATING, VENTILATING, AIR CONDITIONING SYSTEM. INCLUDE ANY LABOR AND MATERIAL NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO PROVIDE A COMPLETE AND OPERATING SYSTEM. ALL WORK SHALL BE INSTALLED IN A PROFESSIONAL MANNER AND SHALL MEET ALL THE REQUIREMENTS OF THE STATE BUILDING CODE, CITY BUILDING CODE, SAFETY AND HEALTH CODES, NFPA CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. ALL COSTS FOR SAID REQUIREMENTS SHALL BE INCLUDED IN THIS CONTRACTORS BID PRICE. 5. THIS CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND INSPECTIONS AND PERFORM ALL TESTS CALLED FOR OR REQUIRED AS A PART OF HIS WORK. FURNISHED APPROVED CERTIFICATE OF FINAL INSPECTION, AND TURN OVER TO OWNER AT COMPLETION OF PROJECT. 6. MECHANICAL PLANS ARE DIAGRAMMATIC, NOT SHOWING EVERY ITEM IN EXACT LOCATION OR DETAIL. MEASUREMENTS AND LOCATIONS MUST BE FIELD VERIFIED AND COORDINATED WITH ARCHITECTURAL HVAC, FIRE PROTECTION, STRUCTURAL, ELECTRICAL AND OTHER BUILDING DRAWINGS. 7. 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. 8. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO BID AND INCLUDE IN BID ALL COSTS TO MAKE FIELD COORDINATION AND ADJUSTMENT TO DUCTWORK FOR FIT INTO EXISTING STRUCTURE. CONTRACTOR SHALL VERIFY AND FIELD COORDINATE FINAL LOCATION OF MECHANICAL EQUIPMENT. 9. NEW DUCTS USED TO CONVEY THE CONDITIONED AIR SUPPLY AND VENTILATION AIR ARE TO BE MADE OF CONTINUOUS SHEET METAL. 10. DUCT LININGS (THERMAL AND ACOUSTICAL), VIBRATION ISOLATION CONNECTORS, FLEXIBLE DUCT CONNECTORS, AND DUCT TYPE TO BE APPROVED BY CODE AND LANDLORD. 11. ALL RECTANGULAR SUPPLY AND RETURN AIR DUCTWORK SHALL BE LINED WITH 1" THICK ACOUSTICAL LINER. LINED DUCTWORK DOES NOT REQUIRE EXTERIOR INSULATION. IF REQUIRED, EXTERNALLY INSULATE ALL RECTANGULAR SUPPLY AND RETURN AIR DUCTWORK WITH 1 1/2" THICK, 1.5 LBS. DENSITY FOIL FACED FIBERGLASS INSULATION IN PLACE OF ACCOUS11CAL LINER. DUCT DIMENSIONS SHOWN ARE INSIDE NET DIMENSIONS, ADD TO SHEET METAL SIZE FOR INSULATION. IN GENERAL, DUCTWORK TIGHT TO UNDERSIDE OF STRUCTURE UNLESS OTHERWISE NOTED OR REQUIRED BY FIELD CONDITIONS. COORDINATE EXACT MOUNTING HEIGHT IN FIELD WITH GENERAL CONTRACTOR. ROUND RIGID SUPPLY, RETURN, ALL RELIEF AIR AND ALL OUTSIDE AIR DUCTS SHALL BE EXTERNALLY INSULATED WITH 1 1/2" THICK, 1.5 LBS. DENSITY FOIL FACED FIBERGLASS INSULATION. ROUND DUCTWORK IN CONDITIONED SPACE DOES NOT REQUIRE INSULATION UNLESS OTHERWISE NOTED. 12. ALL DUCTWORK SHALL BE SHEET METAL FABRICATED IN ACCORDANCE WITH ASHRAE GUIDE AND SMACNA MANUAL LATEST EDITIONS. 13. ALL BRANCH TAKE -OFFS SHALL BE PROVIDED WITH MANUAL BALANCING DAMPERS. 14. FLEXIBLE INSULATED DUCTS SHALL BE MAXIMUM 5' -0" LONG AND SHALL MEET INSTALLATION AND MATERIAL REQUIREMENTS OF LOCAL CODES. 15. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE TEMPERATURE CONTROL SYSTEM TO INCLUDE: PANELS, MODULES, RELAYS, WRING, THERMOSTATS, SENSORS, DAMPERS, ACTUATORS AND ALL MISCELLANEOUS ITEMS AS REQUIRED TO FULFILL THE DESIGN INTENT AS INDICATED ON THE PLANS AND IN THE CODED NOTES. 16. ALL TEMPERATURE CONTROLS, FIRE ALARM COMPONENTS, EQUIPMENT NAMEPLATES, LABELS, OR COLOR CODED COMPONENTS SHALL BE MASKED DURING PAINTING TO PREVENT DAMAGE FROM OVER -SPRAY OR OBSCURING INFORMATION. 17. ALL LOW VOLTAGE WIRING AND CONDUIT REQUIRED FOR MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ELECTRICAL CONTRACTOR ALL WIRING AND CONDUIT REQUIRED FOR EQUIPMENT OPERATION AND CONTROL 18. EXISTING SPRINKLER SYSTEM TO BE MODIFIED AS REQUIRED FOR COVERAGE TO MEET LOCAL CODES AND LANDLORD REQUIREMENTS APPROVAL ALSO REQUIRED BY LANDLORD'S INSURER. 19. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE MECHANICAL EQUIPMENT COMPONENTS ARE INSTALLED AT LOCATIONS AND ELEVATIONS WHICH MAKE THEM READILY ACCESSIBLE FOR ROUTINE MAINTENANCE WITHOUT REQUIRING ANY EXTRAORDINARY MEASURES. RTU -1 SE SOR 20/20® RG -3 655 MECHANICAL CODED NOTES MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A PROGRAMMABLE THERMOSTAT, WHERE INDICATED ON THE PLAN, SET TO MONITOR ONLY. FURNISH AND INSTALL WITH AN ACI BULLET /BUTTON SERIES REMOTE SENSOR, WHERE INDICATED ON THE PLANS, AS MANUFACTURED BY AUTOMATION COMPONENTS, INC., MODEL #ACI /AN -SBS. CONTACT KELE SALES AT 888.397.5353 FOR ORDERING INFORMATION. THERMOSTATAT AND SENSORS SHALL BE MOUNTED AT 4 FT. ABOVE FINISHED FLOOR. PROGRAMMABLE THERMOSTAT TO BE SAME MANUFACTURER AS ROOFTOP UNIT. COORDINATE EXACT LOCATIONS WITH TENANT. WIRE TO ROOFTOP UNIT PER MANUFACTURERS PRINTED INSTRUCTIONS. RTU -1 - ROOFTOP UNIT MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A ROOF MOUNTED AIR TO AIR HEAT PUMP HVAC UNIT AT THE SAME LOCATION AS THE EXISTING UNIT BEING REPLACED. SEE ROOF TOP UNIT SCHEDULE FOR FURTHER INFORMATION. PROVIDE UNIT WITH FULL LENGTH EQUIPMENT SUPPORTS. INCLUDE A COMPLETE ECONOMIZER PACKAGE WITH ALL CONTROLS AND WIRING FACTORY MOUNTED. UNIT SHALL BE FURNISHED WITH TWO SETS OF STANDARD FILTERS. CONTRACTOR TO REPLACE FILTERS PRIOR TO TURNING STORE OVER TO TENANT. ALL ROOF WORK INVOLVED WITH SETTING OF THE EQUIPMENT SUPPORTS AND UNIT SHALL BE DONE BY THE LANDLORD'S ROOFING CONTRACTOR AT THE GENERAL CONTRACTOR'S EXPENSE UNLESS NOTED OTHERWISE. GENERAL CONTRACTOR SHALL PROVIDE ANY ADDITIONAL STRUCTURAL STEEL REQUIRED TO SUPPORT RTU, PER LANDLORD'S REQUIREMENTS. DUCT SMOKE DETECTOR TO DE- ENERGIZE RTU FAN. SMOKE DETECTOR TO BE FURNISHED AND WIRED BY ELECTRICAL CONTRACTOR. INSTALLATION BY THE MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL CONDENSATE DRAINS FROM ALL HVAC UNITS AS INDICATED ON PLANS. MINIMUM DRAIN SIZE TO BE 1" OR AS SPECIFIED ON PLANS. CONDENSATE DRAIN TO BE TRAPPED WITH A MINIMUM 5" TRAP DEPTH. DRAINS SHALL BE EXTENDED AT A SLOPE OF 1" PER 40'. ROUTE RTU CONDENSATE DRAINS TO ROOF, ROOF DRAIN OR INTERIOR PIPING SYSTEM AS REQUIRED BY CODE AND MALL. INTERIOR PIPING SHALL BE COPPER WITH WROUGHT FITTINGS AND EXTERIOR PIPING SHALL BE PVC UNLESS NOTED OTHERWISE. EXISTING DUCT CURB SHALL BE REUSED AT EXISTING LOCATION. CLEAN, INSPECT AND REPAIR AS REQUIRED TO ENSURE WATERTIGHT SEAL. MECHANICAL CONTRACTOR VERIFY EXISTING DUCTWORK ON THE ROOF IS IN REUSABLE CONDITION. CLEAN, INSPECT AND REPAIR AS REQUIRED TO ENSURE PROPER OPERATING CONDITION. REPLACE WITH NEW EQUALLY SIZED. DUCTWORK IF REQUIRED. ANY NEW OR EXISTING DUCTWORK SHALL BE WRAPPED AND SEALED WATERTIGHT. EXISTING DUCT DROPS TO BE REUSED AT EXISTING LOCATIONS. MECHANICAL CONTRACTOR SHALL REWORK EXISTING DUCT DROPS AS REQUIRED TO FACILITATE NEW DUCTWORK INSTALLATION. MECHANICAL CONTRACTOR SHALL MAKE NEW CONNECTION TO EXISTING DUCTWORK AS REQUIRED. MECHANICAL PLAN 1/4".1'-o" UH -1 - Q -MARK SERIES "MUH" MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL AN ELECTRIC UNIT HEATER. UNIT HEATER SHALL BE A HORIZONTAL PROJECTION 208V., 3 PHASE WITH A CAPACITY OF 5 KW. UNIT TO BE COMPLETE WITH HANGERS AND INTEGRAL THERMOSTAT. FIELD COORDINATE EXACT LOCATION. MOUNT TOP OF U.H. AT 6" BELOW LIGHTING IN NON -SALES AREA, AIM AS SHOWN. CIRCUITING AND DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. ZD -1 - ZONE DAMPER MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A ZONE DAMPER WITH CONTROLS EQUAL TO YOUNG REGULATOR #2000. FURNISH #2075 ROUND DAMPER OR #2085 RECTANGULAR DAMPER, SIZED FOR DUCT INDICATED ON THE PLAN, WITH MODEL #T- 312 -CE ZONE THERMOSTAT MOUNTED AT 48" A.F.F. WHERE INDICATED ON THE PLAN. THE DAMPER AND THERMOSTAT SHALL BE MODULATING TYPE AND CAPABLE OF AUTO - CHANGOVER. MOUNT CHANGE -OVER SENSOR IN THE DUCT PER MANUFACTURER'S PRINTED INSTRUCTIONS. 120V. CONNECTION BY THE ELECTRICAL CONTRACTOR. ALL LOW VOLTAGE SYSTEM BY THE MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A BROAN EXHAUST FAN (120V., 1 PH., 60 HZ) COMPLETE WITH INTEGRAL BACKDRAFT DAMPER AND ON -OFF SWITCH. EXHAUST CAPACITY SHALL BE 100 CFM AT .5" S.P. CONTRACTOR TO FURNISH AND INSTALL EXHAUST DUCT, AND ACCESSORIES AS REQUIRED. CONNECT TO EXISTING TOILET EXHAUST DUCT IN THE SPACE. VERIFY EXACT SIZE AND LOCATION OF EXISTING TOILET EXHAUST DUCT IN THE FIELD PRIOR TO BID. GENERAL CONTRACTOR TO UNDER CUT DOOR, 1" FOR AIR FLOW. VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO BID. 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. SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION 10.08.10 SUPPLY AIR DIFFUSER SHADING DENOTES BLANK -OFF RETURN AIR GRILLE OR DUCT DUCT MOUNTED DIFFUSER SIDEWALL MOUNTED SUPPLY OR RETURN AIR LINEAR DIFFUSER CEILING MOUNTED SUPPLY OR RETURN AIR LINEAR DIFFUSER SUPPLY AIR DUCT RISE SIMILAR FOR RETURN AIR SUPPLY AIR DUCT DROP SIMILAR FOR RETURN AIR HIGH SIDE WALL LOW SIDE WALL 1 r , \ % L _ J ROOF MOUNTED EQUIPMENT AS NOTED CEILING EXHAUST FAN T- DENOTES THERMOSTAT S- DENOTES SENSOR TURNING VANES DUCT TRANSITIONS BRANCH DUCT WITH SPIN -IN FITTING AND VOLUME DAMPER SEP/ F.D. - FIRE DAMPER PERI DUCT SMOKE DETECTOR APPI MECHANICAL CONTRACTOR REQ ELECTRICAL CONTRACTOR 10.22.10 ISSUED FOR TC's REVIEW TSC �- 11.05.10 / -►\ TSC r 01.04.11 O O TSC r?J) 4 (A) TV /� / i ► ,_ 4 9-- �'� © Mt M.C. E.C. HSW LSW MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C • D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614 - 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR . BID / FILE TSC 04 01.04.11 ADDENDUM 11 REVISED PER Doe cOMMENrS Q TSC th T 5 C• D E S 1 G N 15a n n �versar� Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. RECEIVED JAN 13 2011 IFERMIT CENTER Drawing Title: MECHANICAL PLAN Project No: 10421114 Drawn By: CAH Checked By: TY Scale: AS NOTED Permit #: D10 -322 F ATE IT AND OVAL !j RED Drawing Number v 1C0 27 of 36 Design Parameters: City Name Seattle IAP Location Washington Latitude 47.5 Deg. Longitude. 122.3 Deg. Elevation 449.0 ft Summer Design Dry - Bulb. 85.0 °F Summer Coincident Wet -bulb. 65.0 °F Summer Daily Range 18.3 °F Winter Design Dry - Bulb 23.0 °F Winter Design Wet -Bulb 19.2 °F Atmospheric Cleamess Number 1.05 Average Ground Reflectance 0.20 Soil Conductivity 0.800 BTU /(hr -ft °F) Local Time Zone (GMT +1- N hours). 8.0 hours Conside Daylight Savings Time No Simulation Weather Data. Bridgeport (TM2) Current Data is 2001 ASHRAE Handbook Design Cooling Months , January to December Air System Information AirSystem Name MK- SOUTHCENTERALL Equipment Class PKG ROOF Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM individual peak space loads Central Cooling Coil Sizing Data Total coil load. 5.7 Tons Total coil load 68.3 MBH Sensible coil load 62.7 MBH Coil CFM at Jun 1400 3000 CFM Max block CFM 3000 CFM Sum of peak zone CFM, 3000 CFM Sensible heat ratio 0.917 ft2fTon. 316.1 BTU/(hr-ft2.). 38.0 Water flow @ 10.0 °F rise N/A Central Heating Coil Sizing Data Max coil load 30.0 MBH Coil CFM at Des Htg 3000 CFM Max coil CFM 3000 CFM Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 3000 CFM Standard CFM 2952 CFM Actual max CFM/ft2 1.67 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM. 477 CFM CFM /ft2 0.26 CFM/ft2 Number of zones 1 Floor Area 1800.0 ft2 Location. Seattle IAP, Washington Calculation Months Jan to Dec Sizing Data Calculated Load occurs at Jun 1400 OADB /WB .83.5164.8 °F Entering DB / WB 76.0163.0 °F Leaving DB / WB. 56.31 55.1 °F Coil ADP 54.1 °F Bypass Factor D.100 Resulting RH 52 % Design supply temp 56.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Load occurs at Des Htg BTU /(hr -ft2) 16.7 Ent. DB / Lvg DB. 62.3171.8 °F Fan motor BHP 2.00 BHP Fan motor kW 1 49 kW CFM /person 16.07 CFM /person Space Loads and Airflows Zone Name / Space Name Zone 1 Z1 - SALES Z2 - NON -SALES Cooling Sensible Mult. (MBH) 1 39.7 1 11.1 Time of Load Air Flow (CFM) Heating Load (MBH) Floor Area Space (ft2) CFM /ft2 Jun 1400 2345 10.9 1377.0 1.70 Jul 1400 655 5.1 423.0 1.55 ZONE LOADS Window & Skylight Solar Loads Wall Transmission Roof Transmission Window Transmission Skylight Transmission Door Loads Floor Transmission Partitions Ceiling Overhead Lighting Task Lighting Electric Equipment People Infiltration Miscellaneous Safety Factor » Total Zone Loads Zone Conditioning Plenum Wall Load Plenum Roof Load Plenum Lighting Load Return Fan Load Ventilation Load Supply Fan Load Space Fan Coil Fans Duct Heat Gain / Loss Total System Loads Central Cooling Coil Central Heating Coil Zone Heating Unit Coils » Total Conditioning Key: DESIGN COOLING DESIGN HEATING COOLING DATA AT Jun 1400 HEATING DATA AT DES HTG COOLING OA DB 1 WB 83.5 °F / 64.8 °F HEATING OA DB / WB 2310/19.2 °F Latent Sensible Latent (BTU /hr) Details (BTU /hr) (BTU/hr) 0 if Sensible Details (BTU /hr) 0 ft2 0 0 ft2 0 1800 ft2 15319 0ft2 0 0ft2 0 Oft2 0 0ft2 0 1445 ft2 2634 0ft2 0 2940 W 8610 2770 W 8258 2000 W 6132 30 5256 0 0 10% / 10% 4621 50830 53101 0% 0 0% 0 0% 0 3000 CFM 0 477 CFM 4497 3000 CFM 5089 0 0% 0 62687 5639 62687 5641 0 0 62687 5641 Positive values are clg loads Negative values are htg loads 0 ft2 1800 ft2 0 ft2 0 ft2 0 ft2 0 ft2 1445 ft2 0 ft2 0 0 0 6217 0 0 - 0 622 10% 6838 - 6838 0 0 0 3000 CFM -1199 477 CFM 3000 CFM 0 10200 0 0 0 0 4335 0 0 0 0 0 0 0 1453 15988 15925 0 0 0 0 23687 -5089 -375 0% 0 34148 0 - 30040 4108 34148 Positive values are htg loads Negative values are clg loads 0 0 0 0 0 0 0 0 0 3/8" THREADED RODS EA, SIDE: SEE NOTES FOR SPACING. ti DUCT 45' ANGLE CLIP SECTION LONGIIDUNAL CABLE BRACE 1 DUCTWORKS` 1 PLAN ' -1/8" SEISMIC CABLE (LONGITUDINAL AND TRANSVERSE) AT EVERY THIRD HANGER. TRANSVERSE CABLE BRACE UNISTRUT P1000 AT THREADED RODS. METAL GAUGE FOR DUCTWORK TO BE AS FOLLOWS: ROUND DUCT 3 TO 19 INCHES TO BE 26 GAUGE RECTANGULAR DUCT UP TO 12 INCHES WIDE TO BE 26 GAUGE RECTANGULAR DUCT 13 TO 30 INCHES WIDE TO BE 24 GAUGE. RECTANGULAR DUCT ABOVE 30 INCHES WIDE TO BE 22 GAUGE. HANGER SPACING: DUCT FACE AREA FROM 0 TO 4 SQ. FT. HANGERS 98" O.C. MAX DUCT FACE AREA FROM 4 TO 10 SQ. FT. HANGERS 72" O.C. MAX DUCT FACE AREA FROM 10 AND GREATER HANGERS 48" O.C. MAX SEISMIC DUCT SUPPORT SCHEMATIC N.T.S. ROOFTOP UNIT SCHEDULE - HEAT PUMP QUANTIT1 UNIT NUMBER CARRIER MODEL # c o 0 z 1- EER SUPPLY FAN VOLTAGE HTG. INPUT HTG. OUTPUT TOTAL CLG SENSIBLE CLG O.A. CFM NOTES BHP M z 0 SP RPM 1 RTU -1 50TCQD08 7.5 11.2 2.9 3000 1 • 208/3 18.6 KW 63.5 MBH 82 MBH 66 MBH 477 OO 00 24 "x24" 12 "0 • • AHU MIXING BOX MOTOR OPERATED DAMPER ACTUATOR A • B SD -2 TITUS OMNI 12 "x12" 6 "0 CONDENSING UNITS NOTE: 1. UNITS SHALL BE HI- EFFICIENCY, EER AS SHOWN IN SCHEDULE. 2. PROVIDE THE FOLLOWING FACTORY INSTALLED ACCESSORIES - ECONOMIZER WITH REFERENCE ENTHALPY CONTROL. - ELECTRIC STRIP HEATER (KW AS SCHEDULED). - LOW AMBIENT CONTROLS 3. PROVIDE THE FOLLOWING FIELD INSTALLED ACCESSORIES. - PROGRAMMABLE NIGHT SETBACK THERMOSTAT WITH REMOTE SENSOR. - FULL LENGTH EQUIPMENT SUPPORTS 4. START -UP AND ONE YEAR LABOR WARRANTY SHALL BE PROVIDED BY INSTALLING CONTRACTOR. ALL DUCT LINER TRANSVERSE EDGES TO BE COATED W/ ADHESIVE IN ACCORDANCE W/ SMACNA STANDARDS. (TYP.) •I NGED AND GASKETED JOINT OR DUCT CONNECTION AND RE- INFORCEMENT IN ACCORDANCE W/ SMACNA 2" W.G. CLASS, SEAL NON - GASKETED TRANS- VERSE JOINTS IN ACCORDANCE W/ SMACNA CLASS "C ". (TYP.) MAIN DUCT 1" ACOUSTICAL LINING --� j AIR FLOW TAPE DOWN EXTERNAL INSULATION. FASTEN W/ MIN. (3) SHT. MTL. SCREWS, SEAL W/ DUCT TAPE AND MASTIC.-- ROUND RIGID DUCT 1" WRAPPED INSULATION TYP. ROUND DUCT TAKE -OFF NTS 1 CONICAL OR BELLMOUTH SPIN -IN FITTING, SEAL AIRTIGHT W/ MASTIC. ALL DUCT LINER TRANSVERSE EDGES TO BE COATED W/ ADHESIVE IN ACCORDANCE W/ SMACNA STANDARDS. (TYP.) •I SCHEMATIC FLANGED AND GASKETED JOINT OR DUCT CONNECTION AND RE- INFORCEMENT IN ACCORDANCE W/ SMACNA 2" W.G. CLASS, SEAL NON - GASKETED TRANS- VERSE JOINTS IN ACCORDANCE W/ SMACNA CLASS "C ". (TYP.) MAIN DUCT 1" ACOUSTICAL LINING-�� 'I i i • • ■ BRANCH DUCT- 45' i - VOLUME DAMPER LOCATION C WHERE ABOVE LAY -IN CEILING. 1 PROVIDE W/ LOCKING QUADRANT. • TYP. SQUARE DUCT TAKE -OFF SCHEMATIC NTS TO S.A. MAIN INSULATED ROUND DUCT VOLUME DAMPER FLEXIBLE CONNECTION (MAX. 5 FT.) THERMAL INSULATING BLANKET WHERE REQUIRED. • SUPPLY AIR DIFFUSER STRAP CLAMP (TYPICAL) FIRE DAMPER WHERE REQUIRED DRYWALL CEILING PLASTER FRAME ®DIFFUSER MOUNTING SCHEMATIC C � NTS AIR DUCT- RETURN TUBE SMOKE DETECTOR -ti SAMPLING TUBE SMOKE DETECTOR SCHEMATIC NTS et)u) AIR DEVICE SCHEDULE NOTES : 1. SYMBOL KEY - 4. VOLUME DAMPER - FIRST LETTER: S- 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 OPIIOAL DIRECTIONAL BLOW FEATURE FOR 5. BORDER STYLE- OTHER THAN 4 -WAY. "A" SURFACE MOUNTED 3. FINISH- "B" LAY -IN, PROVIDE WITH PLASTER FRAME "A" WHITE. FOR DRYWALL CEILING MOUNTING. "C" "B" WHITE - G.C. TO FIELD PAINT LAY -IN FRAME FOR T -BAR CEILING. TO MATCH CEILING OR WALL WITH ENAMEL FINISH. 6. PROVIDE BOOT FOR DUCT MOUNTING. SYMBOL MANUFACTURER/ NOMINAL SIZE MOUNTING MATERIAL FINISH DPR. BORDER TSC (1)(2) CATALOG NUMBER MOD. NECK CLG. OTHER STEEL ALUM. (3) (4) (5) REMARKS SD -1 TITUS OMNI 24 "x24" 12 "0 • • AHU MIXING BOX MOTOR OPERATED DAMPER ACTUATOR A • B SD -2 TITUS OMNI 12 "x12" 6 "0 CONDENSING UNITS • A • B O CURB AND /OR STRUCTURAL SUPPORTS FOR COND. UNITS AS REQUIRED ROOF TOP UNITS SG -1 TITUS 301RL 14 "x8" 12 "x6" • • ROOF CURB AND /OR CURB ADAPTER FOR RTU AS REQUIRED A • A DUCT MOUNTED O SEE CODED NOTES STRUCTURAL SUPPORTS FOR RTU AS REQUIRED. O O RG -1 TITUS 355RL 24 "x24" 22 "x22" • O A • B RG -2 TITUS 355RL 24 "x12" 22 "x10" • • DIFFUSERS /GRILLES FIRE DAMPERS A 0 A RG -3 TITUS 355RL 24 "x12" 22 "x10" WALL FIRE DAMPERS AND /OR COMBINATION SMOKE /FIRE DAMPERS • 0 A • A HIGH SIDE WALL OTRANSITION DUCTWORK TO NECK SIZE AS REQUIRED. MECHANICAL /PLUMBING RESPONSIBILITY SCHEDULE ITEM FURNISHED BY INSTALLED BY REUSE EXISTING N/A REMARKS TENANT LANDLORD CONTR. LANDLORD CONTR. AIR HANDLING UNITS 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM ft REVISED PER Doe COMUENIS 0 TSC STRUCTURAL SUPPORTS FOR AHU AS REQUIRED O AHU MIXING BOX AND MIXING BOX MOTOR OPERATED DAMPERS . AHU MIXING BOX MOTOR OPERATED DAMPER ACTUATOR CONDENSING UNITS O CURB AND /OR STRUCTURAL SUPPORTS FOR COND. UNITS AS REQUIRED ROOF TOP UNITS 0 0 SEE CODED NOTES ROOF CURB AND /OR CURB ADAPTER FOR RTU AS REQUIRED O O SEE CODED NOTES STRUCTURAL SUPPORTS FOR RTU AS REQUIRED. O O SEE CODED NOTES V.A.V. BOXES • DIFFUSERS AND GRILLES 0 0 DIFFUSERS /GRILLES FIRE DAMPERS O WALL FIRE DAMPERS AND /OR COMBINATION SMOKE /FIRE DAMPERS LOW PRESSURE DUCTWORK O O O SEE CODED NOTES HIGH /MEDIUM PRESSURE DUCTWORK TEMPERATURE CONTROL SYSTEM O O SEE CODED NOTES RELIEF AIR /MAKE UP AIR MOTOR OPERATED DAMPERS RELIEF AIR /MAKE UP AIR MOTOR OPERATED DAMPER ACUATORS SMOKE DETECTOR(S) IN RETURN AND /OR SUPPLY AIR DUCT • SEE CODED NOTES ZONE DAMPERS O 0 SEE CODED NOTES DUCT HEATER(S) 0 UNIT /BASEBOARD HEATER(S) • O SEE CODED NOTES RETURN AIR FAN 0 OUTSIDE AIR INTAKE HOOD /FAN • RELIEF AIR FAN OR HOOD TOILET EXHAUST FAN(S) 0 0 SEE CODED NOTES TOILET EXHAUST DUCTWORK O 0 SEE CODED NOTES AIR BALANCE REPORT O AABC OR NEBB CERTIFIED AS -BUILT DRAWINGS 0 PLUMBING FIXTURES O 0 SEE PLUMBING PLAN SAN, CW, HW, PIPING AND WATER METER O O SEE PLUMBING PLAN SPRINKLER PIPING AND HEADS • O REWORK PIPING IF POSSIBLE FIRE EXTINGUISHERS 0 0 BY G.C. IF NONE EXISTING GENERAL NOTE d A "QUICK" REFERENCE. ALL ITEMS LISTED HERE ARE SPECIFIED AND DETAILED I ENCOUNTERS ITEMS THAT ARE CONTRADICTORY THEN IT IS HIS / CONSTRUCTION MANAGER SO THAT THESE ITEMS CAN BE CLARIFIED F THIS SCHEDULE IS INTENDED AS ON THESE DRAWINGS. IF THE CONTRACTOR RESPONSIBILITY TO INFORM TENANT'S FOR THE CONTRACTOR. E E MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C• D E S 1 G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614 - 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM ft REVISED PER Doe COMUENIS 0 TSC 15a nniversa "r Celebrating 1 5 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING. CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. RECEIVED JAN 13 2011 PERMIT CENTER Drawing Title: MECHANICAL SCHEDULES AND SCHEMATICS Project No: 10421114 Drawn. By: CAH Checked By: TY Scale: Permit #: AS NOTED D10 -322 PARATE RMITAND ROVAL UIRED Drawing Number v 23C 28 of 36 DIVISION 15 - MECHANICAL SECTION 15000 MECHANICAL GENERAL PROVISIONS A. GENERAL CONDITIONS 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS ARE A PART OF THIS CONTRACT AND APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 15. 2. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE ENTIRE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL OTHER TRADES. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS SUBCONTRACTORS WITH A FULL SET OF BID SET DOCUMENTS (INCLUDING SPECIFICATIONS) AND THE COORDINATION OF HIS WORK AND INSPECTIONS AND THE WORK AND INSPECTIONS OF HIS SUBCONTRACTORS WITH ALL OTHER TRADES ON SITE CONFORMING TO THE GENERAL CONTRACTOR'S TIME SCHEDULE. 4. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING HIS BID TO DETERMINE CONDITIONS AFFECTING THE WORK. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 5. WHEN USED, THE TERM 'PROVIDED BY CONTRACTOR' SHALL BE INTERPRETED AS MEANING 'FURNISHED AND INSTALLED' WITH THE EXCEPTION WHERE ITEMS ARE PROVIDED BY TENANT' WHICH MEANS FURNISHED ONLY (INSTALLED BY CONTRACTOR), EXCEPT AS SPECIFICALLY NOTED OTHERWISE. B. GENERAL REQUIREMENTS 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS. EQUIPMENT. SERVICES. TOOLS. TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE AND FULLY FUNCTIONAL MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS. CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD, AS REQUIRED. FIELD VERIFY THE EXACT TYPE, SIZE AND LOCATION, ETC. OF EXISTING PIPE AND DUCTS IN THE TENANT SPACE PRIOR TO BID. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF CONTRACT. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS STILL RESPONSIBLE 1. FOR PROVIDING THE SYSTEM AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 1. SHOP DRAWINGS 1. SUBMIT SIX COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL EQUIPMENT AND DUCT FABRICATION DRAWINGS TO THE TENANT'S CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO ORDERING EQUIPMENT. SUBMISSIONS MUST BE EARLY ENOUGH TO ALLOW THE TENANT'S CONSTRUCTION MANAGER EIGHT WORKING DAYS FOR REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BE IN ACCORDANCE WITH THE GENERAL CONDITIONS USING THE MANUFACTURER'S LISTED ON THE DRAWINGS. SHOP DRAWINGS SHALL INCLUDE ALL DATA THAT PERTAINS TO THE REQUIREMENTS SET FORTH ON THE DRAWINGS AND IN THE SPECIFICATIONS. THE SUBMITTAL SHALL INCLUDE BUT NOT LIMITED TO CUTS OR CATALOGS INCLUDING DESCRIPTIVE LITERATURE AND CHARACTERISTICS OF EQUIPMENT SHALL SHOW MAJOR DIMENSIONS, ROUGHING -IN DATA, CAPACITY, CURVES, PRESSURE DROP, CODE COMPLIANCE, MOTOR AND DRIVE DATA AND ELECTRICAL DATA. OBSERVE SPECIAL INSTRUCTIONS WHEN REQUIRED. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL AND SUB-CONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS TAKE PLACE. LACK OF SUCH CONTRACTOR'S REVIEW AND APPROVAL WILL BE CAUSE FOR REJECTION WITHOUT REVIEW BY TENANT'S CONSTRUCTION MANAGER. ALL SHOP DRAWINGS MUST APPEAR IN THE OPERATION AND MAINTENANCE MANUALS LEFT ON SITE AT JOB COMPLETION. 2. TENANT'S CONSTRUCTION MANAGER'S REVIEW OF SHOP DRAWINGS OR SCHEDULES SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS, OMISSIONS OR OTHER DEFICIENCIES OR DEVIATIONS IN THE SHOP DRAWING FROM THE CONTRACT DRAWINGS AND SPECIFICATIONS. III CORD DRAWINGS 1. K. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND SPECIFICATIONS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: A. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. B. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. D. EXACT ROUTING OF ALL SANITARY AND DOMESTIC WATER PIPING UNDER FLOOR. 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. THE DRAWINGS ARE TO BE TURNED OVER TO THE TENANT. GUARANTEE 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT ACCESS TO ALL EQUIPMENT FOR SERVICE. 5. THE CONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. L. CUTTING SHALL HAVE PRIOR APPROVAL BY THE TENANTS CONSTRUCTION MANAGER AND THE LANDLORD. PATCHING SHALL MATCH, FINISH OF SURROUNDING AREA. C. CODES 1. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING PRACTICES. ALL WORK SHALL CONFORM TO THE LANDLORD'S CRITERIA, THE STATE'S, COUNTY'S. CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THE CONTRACTOR SHALL INQUIRE M. INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. AFTER CONTRACT IS ISSUED. NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE TENANT TO THE CONTRACTOR. D. LICENSES, PERMITS, INSPECTIONS & FEES 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS WORK. 2. FURNISH TO THE TENANT'S CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT SUBSTANTIAL COMPLETION DATE OF PROJECT. E. DRAWINGS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS. IT IS NOT POSSIBLE TO INDICATE ALL DUCT AND PIPING OFFSETS. FITTINGS AND ACCESSORIES THAT MAY BE REQUIRED. 2. THE LAYOUT SHOWN ON THE DRAWINGS IS BASED ON A PARTICULAR MAKE OF EQUIPMENT. IF ANOTHER MAKE OF EQUIPMENT IS USED WHICH REQUIRES MODIFICATION OR CHANGE OF ANY DESCRIPTION FROM THE DRAWINGS OR SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AS PART OF THIS WORK, FOR MAKING ALL SUCH MODIFICATIONS AND CHANGES, INCLUDING THOSE INVOLVING OTHER TRADES WITH THE COST THEREOF INCLUDED IN HIS BID. IN SUCH CASE, CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS PRIOR TO STARTING WORK SHOWING ALL SUCH MODIFICATIONS AND CHANGES. HIS PROPOSAL SHALL BE SUBJECT TO THE APPROVAL OF THE TENANT'S CONSTRUCTION MANAGER. F. EXISTING SHELL SPACE CONDEMNS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING MECHANCIAL WORK SHOWN ON THE MECHANCIAL DRAWINGS AND THE MECHANCIAL DEMOLITION SHOWN ON THE ARCHITECTURAL DRAWINGS. 2. THE CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HA T FANS, HVAC UNITS, REFRIGERANT RECAPTURE, EX , ETC. AND ASSOCIATED ROOF CURBS NOT TO BE REUSED. ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED UNLESS NOTED FOR REUSE OR RECONFIGURATION ON PLANS. ROOF PATCHING SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE BY A ROOFING CONTRACTOR APPROVED BY THE LANDLORD. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF (ABOVE THIS SPACE) NOT APPLICABLE TO THE NEW WORK CR PART OF THE LANDLORD'S OR ANOTHER TENANT'S ACTIVE SYSTEM MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR. EMBEDDED IN CONCRETE. OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND /OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN BID PROPOSAL. 3. ACTIVE LANDLORD OR OTHER TENANT SERVICES ENCOUNTERED IN WORK SHALL BE PROTECTED AND SUPPORTED. IF EXISTING SERVICES NOT ANTICIPATED REQUIRE RELOCATION, CONTACT THE TENANT'S CONSTRUCTION MANAGER IMMEDIATELY. ALL COSTS FOR REPAIR OF DAMAGES TO ACTIVE LANDLORD OR OTHER TENANT SERVICES DURING CONSTRUCTION SHALL BE PAID FOR BY THE CONTRACTOR CAUSING THE DAMAGE. 4. TIE -INS AND MODIFICATIONS TO EXISTING LANDLORD SERVICES MUST BE DONE WITH MINIMUM INTERRUPTION OF LANDLORD OPERATION AND DURING HOURS SPECIFIED BY THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING EXACT WORKING HOURS OF THIS WORK WITH THE LANDLORD PRIOR TO SUBMITTING HIS BID. THE CONTRACTOR SHALL INCLUDE IN HIS BID, ALL PREMIUM TIME REQUIRED TO PERFORM MODIFICATIONS DURING OTHER THAN NORMAL WORKING HOURS. ALL SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. G. DISCREPANCIES IN DOCUMENTS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN WRITING, PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE THE TENANT'S CONSTRUCTION MANAGER, IN WRITING. OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, TENANT'S CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. H. TRADE NAMES AND MANUFACTURERS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM STANDARD FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. DIVISION 15 - MECHNICAL SECTION 15200 PLUMBING A. SCOPE OF WORK THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS. EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING. INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS. AND AS REQUIRED BY JOB CONDITIONS. TO INCLUDE. BUT NOT BE LIMITED TO THE FOLLOWING: (REFER TO RESPONSIBILITY SCHEDULE FOR EXACT RESPONSIBILITIES) A. 8. C. D. E. COMPLETE SANITARY PIPING SYSTEMS OF WASTE, DRAINS, AND VENTS. COMPLETE COLD AND HOT WATER PIPING SYSTEMS, APPURTENANCES AND INSULATION. PLUMBING FIXTURES AND EQUIPMENT AS SCHEDULED. COMPLETE NATURAL GAS PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS). TESTS AND ADJUSTMENTS. 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE PLUMBING SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 3. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE LINES TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. B. PLUMBING EQUIPMENT C. GENERAL PIPING REQUIREMENTS THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK UNDER HIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) D. OF THE INSTALLATION BY THE TENANT'S CONSTRUCTION MANAGER. PROVIDE EXTENDED WARRANTIES AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. IN CASE OF REPLACEMENT OR REPAIR OR EQUIPMENT DUE TO FAILURE WITHIN GUARANTEE PERIOD, GUARANTEE ON THAT PORTION OF WORK SHALL BE EXTENDED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF SUCH REPLACEMETN OR REPAIR. OPERATIONS MANUALS 1. ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR ALL EQUIPMENT FURNISHED ON JOB SHALL BE COLLECTED AND INSERTED IN A 3' THREE RING BINDER AND TURNED OVER TO THE TENANT. EACH NOTEBOOK SHALL INCLUDE BUT NOT BE LIMITED TO INSTALLATION. MAINTENANCE AND OPERATING INSTRUCTIONS. PAMPHLETS OR BROCHURES APPROVED SHOP DRAWINGS AND WARRANTIES OBTAINED FROM EACH MANUFACTURER OF PRINCIPAL ITEMS OF EQUIPMENT. SLEEVES 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE 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 'RTV" FOAM, '3IA" 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 TO BE MINIMUM 14 GAUGE STEEL. N. HANGERS HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL. CONCRETE, OR MASONRY, BUT NOT TO PIPING OR DUCTWORK. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH 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 ARE1SUBJECT TO LANDLORD 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. 0. ACCESS DOORS P. Q. FURNISH STEEL ACCESS DOORS AND FRAMES, MIN. 16' X 20' OR AS SHOWN ON DRAWINGS, TO GENERAL CONTRACTOR FOR ALL LOCATIONS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED VALVES, AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION. LOCATION, TYPE, SIZE AND MASER AS DETERMINED BY CONTRACTOR AND APPROVED BY TENANT CONSTRUCTION MANAGER TO SUIT EQUIPMENT REQUIREMENTS. GENERAL CONTRACTOR WILL INSTALL ACCESS DOORS AND FRAMES. 2. ACCESS DOORS LOCATED IN FIRE -RATED WALLS, FLOORS, CEILING -FLOOR OR CEILING -ROOF ASSEMBLIES SHALL BE FIRE RATED, UNDERWRITER'S LABORATORIES, INC., LISTED AND LABELED. ACCESS DOORS SHALL BE FLUSH TYPE, MANUFACTURED FROM NO. 14 GAUGE STEEL, COMPLETE WITH FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM NO. 16 GAUGE STEEL, PROVIDED WITH ANCHORS. ACCESS DOORS SHALL BE SUITABLE FOR INSTALLATION IN WALL OR CEILING MATERIALS SHOWN IN ROOM FINISH SCHEDULES. 3. ELECTRICAL MOTORS 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 THE ELECTRICAL CONTRACTOR. 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 LATEST NEMA, ANSI, ISEE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS SHALL BE SUITABLE FOR OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 10X. 40 DEGREES C AMBIENT TEMPERATURE; HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. LOW VOLTAGE (24 VOLT) WIRING 1. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR HIS EQUIPMENT. THIS WORK INCLUDES ALL TRANSFORMERS AND DEVICES TO MAKE THIS A COMPLETE FUNCTIONAL SYSTEM. 2. ALL WORK IS TO CONFORM TO THE LATEST ADDITION N.E.0 AND TO DIVISION 16 ELECTRICAL SPECIFICATIONS. 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. CENERALLV. SANITARY AND POTABLE WATER TAPS WILL 9E PROVIDED 9V THE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND NOTIFY THE TENANT'S 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 MINIMUM OF 50 PSI. 2. INSTALL ALL NECESSARY PIPE HANGERS. SADDLES. AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. 3. ESCUTCHEONS SHALL BE CHROME PLATED. SIZE AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. 4. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE. PIPING 1. SANITARY PIPING - NO PVC ALLOWED (STORM PIPING AS 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 - BELL AND SPIGOT WITH CAULKED JOINTS PER CODE. C. PITCH WASTE LINES 2' AND SMALLER NOT LESS THAN 1/4' PER FOOT. PITCH LARGER MAINS NOT LESS THAN 1/8' PER FOOT. D. INSTALL A CLEANOUT AT BASE OF EACH. SOIL STACK, AT EACH CHANGE IN DIRECTION, AT INTERVALS NOT OVER 50 FEET, AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY LOCAL CODE. CLEANOUTS SHALL NOT BE 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 'HANDI LAV GUARD' INSULATION KIT. 2. CONDENSATE PIPING SHALL BE TYPE 'L' DRAWN COPPER TUBE 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 'X', 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 NOT APPLICABLE 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 BID. 5. INSULATION A. INSULATE ALL WATER AND INTERIOR CONDENSATE PIPING WITH 1' THICK (K=0.23 0 75 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 & 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 BE GAS AND WATER TIGHT. 3. TEST GAS PIPING WITH PER NFPA 54 CODES. 4. STERILIZE POTABLE HOT & COLD WATER LINES UPON COMPLETION OF SYSTEM. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. A. B. c. D. DIVISION 15 - MECHANICAL SECTION 15300 FIRE PROTECTION DIVISION 15 - MECHANICAL SECTION 15500 HEATING, VENTILATION, AND AIR CONDITIONING SCOPE OF WORK A. SCOPE OF WORK THE F.P. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, 1. SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING CF ALL THE WORK FOR THE SPRINKLER SYSTEMS AS SHOWN ON THE DRAWINGS. CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: (REFER TO RESPONSIBILITY SCHEDULE FOR EXACT RESPONSIBILITIES) A. INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO PROVIDE COVERAGE IN ACCORDANCE WITH NFPA -13, LOCAL CODES, LANDLORD'S CRITERIA, AND INSURANCE CARRIERS FOR THE MALL AND TENANT. B. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. C. DESIGN DRAWINGS, CALCULATIONS, SUBMITTALS AND APPROVALS. D. PERMITS, FEES, AND CHARGES. E. TESTS AND TEST CERTIFICATES. F. COST FOR SHUT DOWN FEES. 2. THE CONTRACTOR THAT DOES THE ACTUAL SPRINKLER WORK IS REQUIRED TO BE A LANDLORD APPROVED SPRINKLER CONTRACTOR. 3. BEFORE STARTING WORK, THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE FIRE PROTECTION SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 4. RELOCATION OF EXISTING MAINS. LATERALS, BRANCHES AND RISERS TO FACILITATE STORE DESIGN CRITERIA MIST AE INCLUDED IN HID PROPOSAL. B' SHOP DRAWINGS 1. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS AND CALCULATIONS FOR HIS WORK. SUBMIT SIX (6) COPIES TO GENERAL CONTRACTOR FOR APPROVAL. NO WORK SHALL BEGIN UNTIL TENANT'S CONSTRUCTION MANAGER APPROVES HEAD AND PIPING LOCATIONS. 2. THE FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATED DRAWINGS, CALCULATIONS, HEAD TYPES AND COLORS TO ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. 3. A COPY OF THE LETTER OF APPROVAL FROM THE LANDLORD'S INSURANCE RATING BUREAU SHALL BE FORWARDED TO THE LANDLORD'S AGENT AND TO THE TENANT'S CONSTRUCTION MANAGER. EQUIPMENT SPRINKLER HEADS: A. ALL SPRINKLER HEADS SHALL BE NEW (EXISTING HEADS SHALL BE REPLACED AS NECESSARY). U.L., F.M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY CENTRAL SPRINKLER CO., GLOBE, GRINNELL. RELIABLE, STAR, OR VIKING. B. ALL SPRINKLER HEADS SHALL BE RATED FOR 165'F UNLESS INDICATED OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. C. ALL SALES FLOORS HEADS ARE TO HAVE BE FACTORY APPLIED COLOR FINISH TO MATCH ARCHITECTURAL CEILING FINISH. VERIFY HEAD TYPES AND COLORS WITH TENANT'S CONSTRUCTION MANAGER AND SUBMIT WITH SPRINKLER DRAWINGS FOR PERMIT. D. SPRINKLER HEAD TYPES SHALL BE AS FOLLOWS: 1. FINISHED CEILING SALES AREA) - FULLY RECESSED /CONCEALED TYPE 2. FINISHED CEILING NON -SALES AREA) - SEMI - RECESSED TYPE 3. NO- CEILING CHROME UPRIGHT E. P TYPE. NOTE:SEMI -RECESSED HEADS SHALL PROTRUDE NO MORE THAN 1' BELOW LEVEL OF CEILING OF SOFFIT. ALL HORIZONTAL SPRINKLER RUNS AT SIDEWALL SOFFITS SHALL BE CONCEALED WITHIN SOFFIT FRAMING. GENERAL PIPING A FIRE PROTECTION SYSTEM STUB IN SHALL BE FURNISHED BY THE LANDLORD. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. IN 'SALES' AREAS AND 100 S0. FT. IN 'STOCK' AREAS. COMPLY WITH LANDLORD'S DESIGN CRITERIA. PIPE SIZING SHALL BE BASED ON NFPA ORDINARY HAZARD. 2. ALL SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING INTERFERENCE WITH LIGHTS. DUCTS, PIPES, STORAGE DECK, ETC. FIRE PROTECTION CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS INDICATING THE LOCATIONS OF ALL SPRINKLER HEADS, SPRINKLER LINES, LIGHTS, DIFFUSERS, GRILLES AND REGISTERS PRIOR TO INSTALLATION. HORIZONTAL SPRINKLER RUNS AT MERCHANDISE SOFFITS SHALL BE PLACED INSIDE SOFFIT STRUCTURE. VERTICAL DROPS FROM CEILING TO MERCHANDISE SOFFIT SHALL BE LOCATED FLUSH AGAINST DEMISING WALLS. 3 WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW REQUIREMENTS OF THIS DESIGN. RELOCATE ALL MAINS AND BRANCHES INTERFERING WITH CEILING HEIGHTS, EQUIPMENT, AND MAJOR COMPONENTS INCLUSIVE OF ADJACENT TENANTS AND MALL COMMON AREAS. REMOVE ALL UNUSED PIPING. 4. LOCATIONS OF ALL HEADS SHOULD BE APPROVED BY THE LOCAL FIRE PROTECTION OFFICIAL AND THE TENANT'S CONSTRUCTION MANAGER BEFORE INSTALLATION. HEADS MUST BE LOCATED IN THE CENTER OF CEILING TILES AND IN A SYMMETRICAL PATTERN WITH OTHER CEILING FIXTURES. ADDITIONAL MONIES WILL NOT BE ALLOCATED FOR ADDITIONAL HEADS REQUIRED BY FIELD FIRE INSPECTOR AFTER BIDS ARE ACCEPTED. HEADS IN MERCHANDISE BAYS SHALL BE CENTERED SIDE TO SIDE AND FRONT TO BACK. PROVIDE AND INSTALL A VALVED TEST CONNECTION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR, OR INSURANCE CARRIER. COORDINATE LOCATION WITH TENANT'S CONSTRUCTION MANAGER AND LOCAL FIRE PROTECTION OFFICIAL PRIOR TO ROUGH -IN. 6. SPRINKLER HEADS LOCATED IN STOCK. CORRIDOR ON TOILET ROOM CEILINGS OR WALLS BELOW 8' -0' ABOVE THE FINISHED FLOOR ARE TO BE PROTECTED WITH APPROVED GUARDS. E. PIP F. 2. 3. 4. SCHEDULE 40, BLACK STEEL PIPE, ASTM A-53 FOR FERROUS PIPING. WELDED AND SEAMLESS. ANSI B-36 -10-70 FOR WROUGHT STEEL PIPE. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER. SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 INCHES. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER. VICTAULIC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED BY CODE AND THE LANDLORD. THE HVAC CONTRACTOR SHALL FURNISH ALL LABOR. MATERIALS, EQUIPMENT, SERVICES. TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS. CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:(REFER TO RESPONSIBILITY SCHEDULE FOR EXACT RESPONSIBILITIES) A. B. C. D. E. F. G. H. I. J. K. ROOFTOP UNITS, EQUIPMENT, AND APPURTENANCES. DUCTWORK, FITTINGS, DAMPERS, AND INSULATION. HYDRONIC PIPING AND INSULATION (AS APPLICABLE, REFER TO PLANS). REFRIGERANT PIPING (AS APPLICABLE, REFER TO PLANS). DIFFUSERS, GRILLES, AND REGISTERS. CURBS AND STEEL FRAMING FOR SUPPORT (AS APPLICABLE, REFER TO PLANS). TESTING, ADJUSTING. AND BALANCING. OPERATIONS MANUALS. TEMPERATURE CONTROLS AND RELATED DIAGRAMS. SEQUENCES OF OPERATION. CONNECTION TO ANY LANDLORD ENERGY MANAGEMENT SYSTEM. 3. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL. STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE. AND INTEGRATE THE VARIOUS ELEMENTS OF THE HVAC SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. NVAG EQUIPMENT 1. PRIMARY HEATING, VENTILATION AND AIR CONDITIONING UNITS. A. PRIMARY HEATING, VENTILATION, AND AIR CONDITIONING UNITS ARE TO BE BY CARRIER AS SCHEDULED. ALL COMPRESSORS ARE TO INCLUDE A 5 -YEAR EXTENDED WARRANTY. B. EQUALS EQUIPMENT AS MANUFACTURED BY TRANE CR YORK ARE ACCEPTABLE. 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 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) NOT APPLICABLE 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 NOT APPLICABLE 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 1750 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, DUCTS. EQUIPMENT. ETC. E. CONSULT MANUFACTURER FOR APPLICATION DATA. 7. 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 50 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. C. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 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. 2. 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. TESTS 3. WHEN COMPLETED THE ENTIRE FIRE PROTECTION PIPING SYSTEM SHALL BE HYDROSTATICALLY TESTED AS REQUIRED BY THE RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. SYSTEM SHALL SHOW NO SIGNS OF LEAKAGE OR OTHER DEFECTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO THE WORK OF THE OTHER CONTRACTORS OR TO THE BUILDING, OR TO ITS CONTENTS, PEOPLE. ETC.. CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED BY HIM. ALL REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE AT THIS CONTRACTOR'S EXPENSE. 2. PROPERLY COMPLETED AND SIGNED 'SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES' SHALL BE FURNISHED TO THE LANDLORD, AUTHORITIES HAVING JURISDICTION. AND TENANT'S CONSTRUCTION MANAGER. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: (VERIFY WHETHER RETURN OR EXHAUST DUCT IS POSITIVE OR NEGATIVE PRESSURE). A. SUPPLY DUCTS: 2 INCHES WATER GAUGE, POSITIVE PRESSURE B. 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 5X LEAKAGE CR LESS AS STATED BY PRESSURE CLASS RATINGS IN SMACNA STANDARDS. 4. 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. 5. INSTALL DOUBLE THICKNESS TURNING VANES IN ALL RIGHT ANGLE ELBOWS. 6. 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. 7 WHERE DUCTS PASS THROUGH ROOFS AND FLOORS. PROVIDE AS MINIMUM 1- 1/2'X1-1/2' X1/8' 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. 8. 9. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP CM: DUCT SEALER. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. 10. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 11. 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. D. 12. FLEXIBLE CONNECTIONS A. 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 JOINTS. B. FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE - COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. C. FLEXIBLE CONNECTION IS TO BE RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. 13. FIRE DAMPERS A. 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. B. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIRSTREAM AND A 165'F FUSIBLE LINK, TYPE A. AS MINIMUM. C. PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER UL AND CODE REQUIREMENTS. D. PROVIDE DUCT ACCESS DOORS IN AN ACCESSABLE LOCATION FOR ALL FIRE DAMPERS. DOOR IS TO BE 20 GA GALVANIZED DOOR WITH QUICK-OPENING LATCH AND PIANO HINGE. 14. FLEXIBLE AIR DUCT A. 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 BE INCLUDED AS SUCH IN THE BID. 8. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH PRIOR APPROVAL FROM TENANT'S CONSTRUCTION MANAGER. C. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5'-0' IN LENGTH AT ANY ONE LOCATION. 15. SUPPLY AIR TAKE-OFF FITTINGS A. B. PROVIDE CONICAL OR 'BELL - MOUTH' TAKE -OFFS FROM MAIN DUCTWORK TO ROUND BRANCHES. INSTALL PER MANUFACTURER'S INSTRUCTIONS. PROVIDE 45' RECTANGULAR TAKE-OFFS FROM MAIN DUCTWORK TO RECTANGULAR BRANCHES. 16. DAMPERS A. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. 8. WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED. YOUNG'S REGULATORS SHALL BE USED. C. 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. D. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE HONEYWELL DAMPERS. 17. DIFFUSERS, GRILLES, AND REGISTERS A. PROVIDE DIFFUSERS GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE COMPLETE WITH DAMPERS FRAMES AND ALL ACCESSORIES. FINISH AS INDICATED. B. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED CEILING PLAN. C. APPROVED MANUFACTURERS: TITUS IS SPECIFIED, EQUALS BY METALAIRE OR KRUEGER IS ACCEPTABLE. 18. MEDIUM PRESSURE DUCT NOT APPLICABLE A. 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. B. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDITION OF SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT AND WITH THE LANDLORD'S CRITERIA. C. ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY TO THIS SECTION 19. DUCTWORK INSULATION A. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A. B. DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INSULATE SUPPLY AND RETURN AIR RECTANGULAR DUCTWORK. DUCTWORK SHALL BE INTERNALLY LINED WITH 1' THICK ACCOUSTICAL LINER. IF REQUIRED, DUCTWORK SHALL BE EXTERNALLY WRAPPED WITH 1 1/2' THICK, FOIL FACED FIBERGLASS INSULATION IN PLACE OF ACCOUSTICAL LINER. C. ALL ROUND AND OUTSIDE AIR DUCTWORK ABOVE THE CEILING SHALL BE EXTERNALLY INSULATED WITH A MINIMUM OF 1' THICK, 1 -1/2 LB. DENSITY (R=5.6) DUCT WRAP WITH VAPOR BARRIER: VAPOR BARRIER IS TO 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. D. DUCKWORK LOCATED IN THE CONDITIONED SPACE SHALL NOT BE INSULATED UNLESS OTHERWISE NOTED ON PLANS. INSULATE ALL DUCT DROPS OR THE FIRST 20 FEET OF DUCT AT THE HVAC UNITS IN ALL CASES. E. 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. 20. SYSTEM CLEANOUT A. DUCTWORK AND AIR HANDLING EQUIPMENT IS TO BE CLEANED OUT AND BLOWN OUT BEFORE PAINTING IS STARTED BY THE GENERAL CONTRACTOR. B. FILTERS MUST BE IN UNITS AT ANY TIME FANS ARE OPERATED. HYDRONIC PIPING NOT APPLICABLE 1. PROVIDE A COMPLETE HYDRONIC PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A HYDRONIC SYSTEM IS REQUIRED. 2. PIPING A. HYDRONIC PIPING FOR CHILLED WATER AND /OR HEATING WATER AND /OR CONDENSER WATER SHALL BE ASTM A -120, SCHEDULE 40, ERN. BLACK STEEL PIPE WITH PLAIN ENDS. INSTALL STEEL PIPE WITH WELDED JOINTS WHERE PIPE IS 2 -1/2 INCH AND LARGER. INSTALL STEEL PIPE WITH THREADED JOINTS AND FITTINGS OR INSTALL TYPE 'K' ANNEALED TEMPERED COPPER TUBE WITH 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. B. ALL PIPING AND EQUIPMENT SHALL BE PRESSURE TESTED WITHOUT LEAKAGE AT A MINIMUM PRESSURE OF 125 PSI. C. 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. D. 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. 3. VALVES A. 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. B. 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. C. 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. D. SWING CHECK VALVE. 2 -1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY AND BOLTED CAP, HORIZONTAL SWING, RENEWABLE BRONZE DISC, FLANGED ENDS AND CAPABLE OF BEING REFITTED WHILE THE VALVE REMAINS IN THE LINE. E. COMBINATION BALANCING AND SHUT -OFF VALVES: BELL & GOSSETT CIRCUIT SETTER WITH LOCKING SETPOINT. A CIRCUIT SETTER BALANCE WHEEL MUST BE INCLUDED WITH 0 & M MANUAL. F. FLOW METER: BELL AND GOSSETT THERMOFLO INDICATOR MODEL TFI. E. F. 4. PIPING SPECIALTIES 5. A. PRESSURE/TEMPERATURE TEST PLUGS ( PETE'S PLUG) - 1/4 INCH NPT FITTINGS TO RECEIVE EITHER A TEMPERATURE OR PRESSURE PROBE, 1/8 INCH O.D. FITTING AND CAPS SHALL BE BRASS WITH VALVE CORE OF NORDEL, RATED AT 400 PSIG, 0'F TO 200'F. B. 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 1/8 INCH FOR CHILLED OR CONDENSER WATER. PROVIDE WITH SLOWDOWN VALVE WITH HOSE ENO FITTING. C. THERMOMETERS - DIE CAST ALUMINUM, 9' INDUSTRIAL MERCURY THERMOMETER. FULLY ADJUSTABLE WITH CLEAR ACRYLIC WINDOW AND BRASS SEPARABLE SOCKET. D. MANUAL AIR VENTS - 1/8' COIN-OPERATED VENT. PROVIDE AN AIR CHAMBER CONSISTING OF A 3/4' NIPPLE AND BUSHINGS. GENERAL INSTALLATION A. 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. B. 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. C. 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. D. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DIELECTRICALLY SEPARATED FROM ONE ANOTHER. E. SEE PLANS FOR APPLICABLE DETAILS. F. ALL PRESSURE PIPING SYSTEMS INSTALLED SHALL CONFORM TO THE REQUIREMENTS OF THE STATE PIPING AND WELDING CODES. G. 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. 6. INSULATION A. 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=0.23 0 75'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 .0.23 0 75'F) FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. B. INSULATION AT ALL HANGERS FOR PIPING 2 -1/2 INCHES AND LARGER SHALL BE HARD AND NON - COMPRESSIBLE. C. 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. REFRIGERANT PIPING NOT APPLICABLE PROVIDE A COMPLETE REFRIGERANT PIPING SYSTEM BETWEEN INDOOR FAN UNITS AND OUTDOOR CONDENSING UNITS, IF APPLICABLE. PROV IDE OIL, CHARGE AND TEST SYSTEM. REFER TO PLANS TO DETERMINE IF A REFRIGERANT PIPING SYSTEM IS REQUIRED. 2. MATERIALS A. REFRIGERANT PIPING SHALL BE TYPE 'L' DRAWN COPPER TUBING (ASTM 888), WROUGHT COPPER OR CAST BRONZE FITTINGS (ANSI B16.22), WITH SILFOS -5 SOLDERED JOINTS. B. SERVICE VALVES, CHARGING PORTS, FILTER -DRIER, SIGHT GLASS. AND A THERMOSTATIC EXPANSION VALVE (TXV) SHALL BE INSTALLED FOR EACH SYSTEM AS A MINIMUM. 3. INSTALLATION A. 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. B. 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. C. UPON COMPLETION OF TESTING. BUT BEFORE INSULATION IS APPLIED. PIPING MUST BE INSPECTED BY A REPRESENTATIVE OF THE LOCAL GOVERNING AUTHORITY AS NECESSARY. D. REFRIGERANT LINES SHALL BE INSULATED WITH 1 INCH THICK RUBATEX OR ARMSTRONG REFRIGERANT PIPE INSULATION IN ACCORDANCE WITH INDUSTRY STANDARDS. SYSTEM TESTING, ADJUSTING, AND BALANCING 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 + 5X 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 HVAC CONTRACTOR WITH NO ADDITIONAL COST TO THE TENANT. 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: A. AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNIT. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. OUTSIDE. RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. WATER BALANCE DATA INCLUDING GPM WITH INLET AND OUTLET TEMPERATURE AND PRESSURE READINGS (WHERE APPLICABLE). MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. 5. B. C. D. E. F. G. H. J. K. L. REPORT SHALL INCLUDE VAV BOX AIRFLOW SENSOR DIFFERENTIAL PRESSURE READING AT MAX. AND MIN. COOLING. 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. 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. 8. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION & MAINTENANCE MANUALS. G. Fl 1. NAL HVAC INSPECTIONS 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. t,to ?,22 RECEIVED JAN 13 2011 PERMITCENTER SE PE AF RE MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C • D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614 -839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 1 09th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS Q TSC 15a T nnC v e5rWr 1 Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. Drawing Title: MECHANICAL SPECIFICATIONS Project No: 10421114 Drawn By: CAH Checked By: TY Scale: AS NOTED Permit #: D10 -322 PARATE RIMIT AND �ROVAL 1,PRED Drawing Number 300 29 of 36 WATTS 909QT, 3/4" REDUCED PRESSURE BACKFLOW PREVENTER FLOOR DRAIN TO BE MOUNTED DIRECTLY UNDER REDUCED PRESSURE BACKFLOW PREVENTER. A WATTS 909 -AG —C SHALL BE INSTALLED. RELIEF TO BE PIPED DOWN TO FLOOR DRAIN WITH A 2" AIR GAP. STO J(ROOM WATER COOLER — G.C. TO PROVIDE SUPPLY LINE (5/8" DIA. MAX.) FROM NEAREST EXISTING C.W. LINE IN THE SF ACE. PLUMBING PLAN FURNISH AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTOR ON THE WATER SERVICE WITHIN THE SPACE PRIOR TO MAKING ANY OTHER CONNECTIONS TO THE WATER PIPING SERVICE. REDUCED PRESSURE BACKFLOW PREVENTOR SHALL BE AS MANUFACTURED BY WATTS MODEL #909QT, SIZE -3/4 ". FURNISH WITH WATTS AIR GAP MODEL #909 —AG —C. 3/4" 3/4" f1 /2" 3/4" 1/2" TO .ED. 3/4" WC WATTS 909QT, 3/4" REDUCED PRESSURE BACKFLOW PREVENTER WITH WATTS 909 —AG —C AIR GAP. RELIEF WITH AIR GAP TO BE PIPED DOWN TO FLOOR DRAIN DIRECTLY BELOW WITH ANOTHER 2" AIR GAP. AIR GAP RISER 0 FINISHED FLOOR-- COLD WATER STOP VALVE J —BOX (BY ELEC. CONTRACTOR) WATER HEATER SCHEMATIC N TS e PLUMBING CODED NOTES O ALL WATER LINES, VENT LINES, DRAIN LINES, SPRINKLER LINE. ETC. SHALL BE OFFSET BELOW PLATFORM AND CONCEALED IN WALL ABOVE PLATFORM. DO NOT ROUTE PIPING, ETC. THROUGH STORAGE SPACE ABOVE PLATFORM OR ABOVE ELECTRICAL EQUIPMENT. O CONNECT NEW SANITARY LINE INTO THIS SPACE'S EXISTING SANITARY SERVICE. FIELD VERIFY EXACT LOCATION OF SANITARY MAIN PRIOR TO BIDDING. INSTALL CLEAN OUT AT CONNECTION TO LANDLORD'S MAIN AND COORDINATE LOCATION AND TYPE OF COVER REQUIRED TO MATCH FLOOR FINISH WITH CONSTRUCTION MANAGER. REFER TO STACK DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. O3 CONNECT NEW VENT LINE FROM PLUMBING FIXTURES INTO THE EXISTING VENT LINE. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING VENT LINE PRIOR TO BIDDING. REFER TO STACK DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. ® CONNECT NEW COLD WATER LINE INTO THE EXISTING COLD WATER LINE. NOTIFY CONSTRUCTION MANAGER IF TAP IS SMALLER THAN SHOWN ON RISER DIAGRAM. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. O5 FURNISH AND INSTALL WATER HAMMER ARRESTORS IN THE DOMESTIC COLD AND HOT WATER PIPING AS SHOWN ON THE WATER RISER DIAGRAM. WATER HAMMER ARRESTORS TO BE LOCATED IN AN ACCESSIBLE LOCATION. UNITS AS MANUFACTURED BY SIOUX OR PRECISION PLUMBING PRODUCTS ARE ACCEPTABLE. © ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. VERIFY ALL CONDITIONS IN THE FIELD BEFORE BIDDING. PLUMBING FIXTURES (HANDICAP) WC WATER CLOSET — AMERICAN STANDARD "CADET" MODEL #2377.100 ELONGATED BOWL, TANK TYPE, WATER SAVER (1.6 GAL. PER FLUSH), VITREOUS CHINA 17" HIGH TO MEET HANDICAPPED REQUIREMENTS WITH WHITE OPEN FRONT SEAT COVER AND CHROME TRIP LEVER FLUSH. FURNISH WITH 1/2" CHROME SUPPLY STOP. LAV LAVATORY — AMERICAN STANDARD "ROXALYN" MODEL #0195.073, 20 "x18" WALL HUNG LAVATORY. FURNISH WITH ZURN ZR1231 —WSV CONCEALED ARM WALL HANGER, CHROME SUPPLY STOPS AND CHROME P —TRAP FOR WHEELCHAIR USE. INSTALL CHICAGO #797 -665 SELF CLOSING FAUCET W/#665 PUSH HANDLES, E -12 2.5 GPM AERATOR AND POP —UP DRAIN. INSULATE P —TRAP AND SUPPLY LINES WITH 1/2" ARMAFLEX OR EQUIVALENT. MOUNT AT HEIGHT AS DIRECTED BY ARCHITECT. IWE WATER HEATER — CHRONOMITE "INSTANT —FLOW" MODEL "SR -20L, 4160 WATTS, 208V., 1 PH. 20A BREAKER. TEMPERATURE RISE OF 57' F. 0 0.5 GPM FLOW RATE. FCO FLOOR CLEAN OUT — ZURN MODEL #Z -1400 "LEVEL TROL" ADJUSTABLE, DURA— COATED CAST —IRON BODY, WITH GAS WATERTIGHT ABS TAPERED THREADED PLUG, AND ROUND SCORIATED SECURED TOP ADJUSTABLE TO FINISHED FLOOR. EQUALS BY J.R. SMITH OR WADE. WHA WATER HAMMER ARRESTER — SIOUX CHEIF 750 SERIES OR EQUAL BY PRECISION PLUMBING PRODUCTS, INC. FD FLOOR DRAIN — ZURN MODEL #Z -415, 3" PIPE SIZE WITH TYPE "B" POLISHED NICKEL BRONZE STRAINER. (PROVIDE WITH TRAP PRIMER IF REQUIRED BY CODE OR SHOWN ON DRAWINGS) EQUALS BY J.R. SMITH OR WADE. TP TRAP PRIMER — PRECISION PLUMBING PRODUCTS, INC. MODEL #P2 -500 WITH ADJUSTABLE FLOW RATE, INTEGRAL VACUUM BREAKER AND INTEGRAL BACKFLOW PREVENTER. MOUNT IN AN ACCESSIBLE LOCATION PER MANUFACTURERS PRINTED INSTRUCTIONS. NOTE: THE APPROVED BACKFLOW PREVENTER SHALL BE INSTALLED IN THE ORIENTATION FOR WHICH THEY ARE APPROVED AND INSTALLED IN A MANNER THAT FACILITATES THEIR PROPER OPERATION, MAINTENANCE, INSPECTION, IN —LINE TESTING (AS APPLICABLE), AND REPAIR USING STANDARD INSTALLATION PROCEDURES ACCEPTABLE TO THE DEPARTMENT SUCH AS THOSE IN THE USC MANUAL OR PNWS —AWWA MANUAL; ENSURES THAT THE ASSEMBLY WILL NOT BECOME SUBMERGED DUE TO WHEATER RELATED CONDITIONS SUCH AS FLOODING; AND ENSURES COMPLIANCE WITH ALL APPLICABLE SAFETY REGULATIONS. bto-- 32L RECEIVED JAN 13 2011 PERMITCENTER 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. MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila. WA 98188 T S C• D E S 1 G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FIE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS L TSC 15a th T nn• D vey Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. Drawing Title: PLUMBING PLAN Project No: 10421114 Drawn By: CAN Checked By: TY Scale: AS NOTED Permit #: D10 -322 SEPARATE PERMITAND LPPROVAL REQUIRED Drawing Number 1C0 30 of 36 0 90 H.C. C LAV 1 H.C. FITTING ROOM L_L_ STOCKROOM Hot OC oC SALES iieM C) 1.19-9'81 IESIIIII SALES I O C 7 1 OC 167-x-at. SALES w =n SALE 0 J Eon oC e SALES oC 0 rs \�) 11 .1 SPRINKLER PLAN 1 /4 " =1' -0" SPRINLER NOTES: THE INTENT OF THIS PLAN IS TO INDICATE THE GENERAL LAYOUT OF THE SPRINKLER HEAD LOCATIONS. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR THE EXACT LOCATION OF ALL SPRINKLER HEADS AND TYPES OF HEADS USED. HEAD LOCATIONS TO ALIGN WITH LIGHT FIXTURE GRID, ADD HEADS AS REQUIRED TO ALIGN TO OWNER'S CONSTRUCTION MANAGER'S APPROVAL. 2 FIRE PROTECTION CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL OBSTRUCTIONS INCLUDING: PIPING, STRUCTURAL STEEL, CONDUIT, DUCTWORK, EQUIPMENT AND MISCELLANEOUS ITEMS BEFORE INSTALLATION OF SPRINKLER SYSTEM TO AVOID INTERFERENCES. FABRICATION, ERECTION AND TESTING OF ALL PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH OWNERS GENERAL REQUIREMENTS, N.F.P.A. #13, 24, 231 & 231C,AND LOCAL CODE & AUTHORITIES. 4 FIRE PROTECTION CONTRACTOR SHALL MAKE ALL DRAWINGS, SUBMITTALS, TEST CERTIFICATE SUBMITTALS AND PAY ALL REQUIRED FEES TO THE OWNERS INSURING AGENT AND LOCAL AUTHORITIES FOR REQUIRED PERMITS. 5 FIRE PROTECTION CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF CONNECTION TO FIRE LINE INSTALLED, LOCATION OF ALL INTERFERENCE'S NOT SHOWN ON THESE DRAWINGS, AS WELL AS LOCATION TO INSTALL INSPECTOR'S TEST STATION, HOSE CONNECTIONS AND FIRE DEPT. SIAMESE CONNECTION. LANDLORD APPROVED CONTRACTOR SHALL BE EMPLOYED BY THE TENANT TO MODIFY, INSTALL SYSTEM AND PREPARE CONTRACT DOCUMENTS FOR CODE AND LANDLORD'S INSURER APPROVALS. 7 ALL WORK SHALL BE SCHEDULED WITH LANDLORD'S FIELD REPRESENTATIVE. 8 ALL SYSTEMS SHALL BE CHARGED AND OPERATIONAL WHEN THE CONTRACTOR IS NOT ON THE PREMISES. A LANDLORD APPROVED FIRE PROTECTION CONTRACTOR SHALL BE EMPLOYED BY THE MECHANICAL CONTRACTOR TO PERFORM ALL SPRINKLER SYSTEM MODIFICATIONS. 10 SPRINKLER PIPES FEEDING COVERAGE BELOW STORAGE DECKS ARE TO BE FED BY ROUTING LINES DOWN FULL HEIGHT WALLS AROUND PERMIETER OF DECK. FULL OPEN CLEARANCE OF STORAGE DECK IS TO BE MAINTAINED. SPRINKLER DESIGN CRITERIA: • SRINKLER SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH NFPA 13 AND APPROPRIATE FM GLOBAL DATA SHEETS TO DELIVER A MINIMUM DENSITY OF 0.15 GPM /SQ. FT. OVER THE HYDRAULICALLY MOST REMOTE 2500 SQ. FT. FOR RETAIL AREAS AND 0.20 GPM /SQ. FT. OVER THE MOST REMOTE 3000 SQ. FT. FOR STORAGE AREAS. • WHERE STORAGE HEIGHTS EXCEED 12 FT. OR PLASTICS WILL BE STORED, SYSTEM SHALL BE IN ACCORDANCE WITH FP DATA SHEET 8 -9. • FM GLOBAL SHALL BE CONTACTED FOR DESIGN CRITERIA WHERE ROLLING SHELF UNITS OR SOLID SHELF RACK STORAGE IS USED. • ALL PIPING SHALL BE SCHEDULE 40 BLACK STEEL THREADED FOR PIPING 2" AND SMALLER. • PIPING LARGER THAN 2" SHALL BE SCHEDULE 40 BLACK STEEL THREADED OR SCHEDULE 10 BLACK STEEL ROLL GROOVED. • THREADABLE LIGHT WALL PIPING SHALL NOT BE USED. • SYSTEM COMPONENTS SHALL BE UL— LISTED AND FM— APPROVED. • SOFFITS WITH 8" OR GREATER DIFFERENCE MUST HAVE ADDITIONAL SPRINKLER HEADS. • ANY SMALL ENCLOSED SPACES WITH ELECTRICAL EQUIPMENT MUST HAVE A SMOKE DETECTOR. • SPRINKLER VALVE MUST BE LABELED AS "SPRINKLER VALVE" WITH TENANT NAME AND SPACE NUMBER ON A RED BACKGROUND WITH WHITE LETTERS. D10- 32_7, RECEIVED JAN 13 2011 PERM.TCENTER SPRINKLER LEGEND SYMBOL TYPE 0 C CONCEALED SPRINKLER HEAD e p PENDANT SPRINKLER HEAD TSC 02 FIRE SPRINKLER SYSTEM FIRE SPRINKLER SYSTEM TO BE MODIFIED PER NEW TENANT SPACE DRAWINGS AS REQUIRED BY STANDARDS AND LOCAL CODES. FIRE SPRINKLER FABRICATION DRAWINGS TO BE SUBMITTED BY TENANT FIRE PROTECTION CONTRACTOR TO BUILDING DEPARTMENT BEFORE WORK COMMENCES. REFER TO SPECIFICATIONS FOR PRE SUBMITTAL INFORMATION. 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. MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C• D E S 1 G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / ALE TSC 04 01.04.11 ADDENDUM fl REVISED PER DOB COMMENTS Q TSC . th T 5 C• D E 5 1 G N 15a n niversary Celebrating 15 years of excellenc Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL, Drawing Title: SPRINKLER PLAN Project No: 10421114 Drawn By: CAH Checked By: TY Scale: AS NOTED Permit #: D10 -322 SEPARATE PERMIT AND APPROVAL REQUIRED Drawing Number 31 of 36 1C3 LP -14 J BOX TO BE LOCATED IN CENTRAL LOCATION ABOVE CEILING TO BE ACCESSED THROUGH ACCESS PANEL LP -33/35 w(1 QUAD FOR DURATRAN LP -16 POWER /DATA /TEL FEEDS TO CASHWRAP TO RUN IN MILLWORK (CAT 5A DATA CABLES) REFER TO CASHWRAP NOTES BE LP -23 O :3 �� LP-29 - - - ELECTRIC L PANELS BY LL - REFER TO MEP DWGS _ KP EPA D -1 T —STAT SENSOR TO SOUND SYSTEM. WIRE TO BE PLENUM RATED AND IN CONDUIT WHERE REQUIRED BY CODE. LP -10 LP -8 REF / MICROWAVE LOCATION LP -19 1 SHOPPER TRACK LOCATION W/ CAT 5 1 CABLE 10' COILED a EACH END, PHONE BOARD ABOVE CEILING IN CONDUIT PER 1 LOCAL CODE, CENTERED @ ENTRY —� J BOX IN CEILING FOR SIGNAGE OUTLET IN LIGHT POCKET @ CEILING WP GFI LP -22 r - 13- LP -26 n„ LP 18 zV\ GC TO PROVIDE (2) 2' -0" X 12" DEEP SHELVES. NOTCH BACK OF SHELF FOR CABLE ACCESS. METAL STUDS BY GC (2) QUADRAPLEX RECEPTACLES POWER GENERAL NOTES. NOTE: ALL DIMENSIONS TO CENTER LINE MEDIA SHELF DETAIL N TS L J 1. ALL OUTLETS SHALL BE INSTALLED AS DIMENSIONED ON THIS PLAN. ANY DISCREPANCIES AS TO LOCATION BETWEEN PLAN AND EXISTING FIELD CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT BEFORE COMMENCEMENT OF WORK. 2. ALL ELECTRICAL AND TELEPHONE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE ELECTRICAL CODE, NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITIES COMPANY, TELEPHONE COMPANY, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 3. ALL COVERPLATES AND DEVICES (TELEPHONE, DATA, ELECTRIC, SWITCH) SHALL BE WHITE BY LUTRON CLARO. 4. ALL TELEPHONE OUTLETS SHALL BE PROVIDED WITH 2 (TWO) PULL STRINGS BACK TO THE TELEPHONE EQUIPMENT. 5. THE GENERAL CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING OF ALL CHASES IN FLOOR, WALLS AND CEILING AS REQUIRED. 6. ALL SURFACES WITH EXISTING OUTLETS TO BE REMOVED, SHALL BE PATCHED FLUSH WITH ADJACENT WALL SURFACES. 7. EXCEPT WHERE NOTED, ALL ELECTRICAL, TELEPHONE, AND DATA OUTLETS ARE TO BE MOUNTED 15" A.F.F. 8. CENTERLINE TO CENTERLINE DIMENSIONS OF ANY OUTLET PAIR OR GROUP SHALL NOT EXCEED 6 ". 9. ALL EXISTING OUTLETS TO REMAIN, SHALL BE REPLACED WITH WHITE COVER PLATE AND DEVICE, IF REQUIRED. 10. PROVIDE MINIMUM 10% SPARE CIRCUITS IN ELECTRICAL PANEL. PROVIDE BREAKER LOCKOUTS FOR A.C. UNITS AND SEPARATE. CIRCUIT OUTLETS AT TELEPHONE EQUIPMENT. 11. ALL WHIPS AS INDICATED FOR DISPLAY FIXTURE LIGHTS SHALL NOT BE VISIBLE FROM THE STORE. ALL BOXES, CONDUITS, AND WIRING MUST BE COMPLETELY HIDDEN. 12. TELEPHONE PANEL TO BE MOUNTED ON A PAINTED PLYWOOD SHEET MOUNTED AT 48" A.F.F. W/ AN OUTLET MOUNTED AT 52" A.F.F. 13, ALL WIRING SHALL BE IN CONDUIT. SEE SPECIFICATIONS FOR FURTHER INFORMATION. POWER CODED NOTES J BOX FOR MILLWK - (1) POWER WHIP PER SHELF, REFER TO ELEVATION & MW SHOP DWGS FOR QUANTITY & LOCATIONS & COORDINATE W/ MILLWORKER (TYP.) POWER PLAN 1 /4 " =1' -O" O TELEPHONE BACKBOARD ON WALL IN TENANT SPACE FOR TELEPHONE SWITCH. PROVIDE TELEPHONE WIRING TO ALL OUTLETS AND FOR TELEPHONE SERVICE. EXTEND EXISTING CONDUIT TO THIS LOCATION FOR TELEPHONE SERVICE. COORDINATE WITH LANDLORD AND TENANT. PROVIDE 1" CONDUIT AND PULL WIRE FROM TELEPHONE /FAX /DATA OUTLETS TO TELEPHONE BACKBOARD. ® RECEPTACLES AND COVER PLATES WITH AN "SF" DESIGNATION SHALL BE MOUNTED ON CEILING AT STOREFRONT PARALLEL TO STOREFRONT GLASS. CIRCUIT TO PANEL AS INDICATED. 4O ELECTRONIC CASH REGISTER POWER SYSTEM. THE CIRCUITS USED TO POWER THE ELECTRONIC CASH REGISTERS SHALL NOT BE USED FOR ANY OTHER PURPOSES. THE CIRCUITS SHALL NOT SHARE THE NEUTRAL OR GROUND WITH OTHER EQUIPMENT. SEPARATE POWER, NEUTRAL, GROUND, AND ISOLATED GROUND WIRES, MINIMUM SIZE #12 AWG, SHALL BE RUN TO THE CIRCUIT BREAKER PANEL BOARD. THE ELECTRONIC CASH REGISTERS CIRCUITING SHALL BE RUN IN A SEPARATE CONDUIT. ELECTRONIC CASH REGISTER OUTLETS SHALL BE HUBBELL NO. IG -5262, OR APPROVED EQUAL. O5 ROUTE CONDUIT IN /UNDER SLAB. PROVIDE 2" TOPPING. COORDINATE WITH LANDLORD BEFORE INSTALLING. ALL PENETRATIONS SHALL BE FIREPROOF. ROUTE UP NEAREST FURRED OUT WALL OR COLUMN. (TYPICAL). ® PROVIDE 1" CONDUIT AND PULL WIRE FROM THIS LOCATION TO THE MANAGER'S DESK. 0 RUN 1/2" CONDUIT WITH PULL STRING FROM THERMOSTAT TO UNIT IT SERVICES. SEE MECHANICAL DRAWINGS FOR EXACT LOCATION. ® ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL COMPUTER OUTLET AT MANAGER'S DESK FOR TERMINATION OF COMPUTER CABLES. VERIFY OUTLET MODEL NUMBER WITH OWNER. RUN PULL STRING IN 1" C. BETWEEN CASH WRAP AND STOCKROOM. PROVIDE PULL STRING AT EACH LOCATION FOR FUTURE CABLE PULL O9 J —BOX FOR TERMINATION OF SPEAKER WIRES. SPEAKERS WIRES BY OWNER. SEE ARCHITECTURAL SHEETS FOR MOUNTING HEIGHT. 10 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL DUPLEX RECEPTACLE FOR STEREO EQUIPMENT. STEREO EQUIPMENT FURNISHED AND INSTALLED BY OWNER. 11 ■ RY BUZZER SYSTEM AS SHOWN, INCLUDING ED PUSH - BUTTON AT INDICATED. COOR R EN or - .1: 1" 12W BUZZERS AS 0 LOCATIONS AND R TO BIDDING. WIRE TO NIGHT LIGHT CIRCUIT. 12 WATER HEATER — INSTANTANEOUS: FURNISH AND INSTALL A 30A /2P MOTOR —RATED SWITCH FOR WATER HEATER — 4.16 KW, 208, CIRCUIT AS INDICATED ON THE PLAN. 13 SEE HVAC ELECTRICAL CONNECTION SCHEDULE ON SHEET E300 FOR CONDUIT, WIRE, CIRCUIT, AND DISCONNECT. SEE MECHANICAL DRAWINGS FOR LOCATION. 14 ELECTRICAL SERVICE EQUIPMENT, SEE POWER RISER DIAGRAM ON SHEET E300 FOR ADDITIONAL INFORMATION. 15 SHOPPER TRACK LOCATION, CENTERED AT DOOR, WITH CAT 5 CABLE 10' —O" COILED AT EACH END. ROUTE IN CONDUIT TO J —BOX LOCATED AT TELEPHONE BOARD. 16 FLOOR MOUNTED DUPLEX RECEPTACLE FOR DISPLAY LIGHTING IN LIT FEATURE TABLE. REFER TO THE LIGHTING PLAN FOR CIRCUITING. 18 LP -2 OUTLET IN POCKET @ CEILING J- -BOX FOR MILLWORK IN CEILING LINE OF SAWTOOTH SOFFIT ABOVE 17 SECURITY DEVICE BY OTHERS. SEE SECURITY LEGEND AND ARCHITECTURAL SHEETS FOR MORE INFORMATION. 18 HOME RUN THROUGH A 4 —POLE CONTACTOR. SEE CODED NOTE #1 ON LIGHTING PLAN FOR FURTHER INFORMATION. 19 RING FOR THE SENSORMATIC SYS REQUIREMENTS WITH EQUIP TO ROUGH —IN. USE DEDICATED ED NEUTRAL 20 RECEPTACLE OR J —BOX FOR MILLWORK LIGHTING — ONE WHIP PER SHELF. REFER TO ARCHITECTURAL ELEVATIONS FOR QUANTITY AND LOCATIONS — COORDINATE WITH MILLWORK CONTRACTOR ON SITE. SEE LIGHTING PLAN FOR CIRCUITING. 21 RECEPTACLE OR J —BOX FOR STOREFRONT SIGN /LIGHTING. REFER TO ARCHITECTURAL ELEVATIONS FOR QUANTITY AND LOCATIONS — COORDINATE WITH SIGN VENDOR ON SITE. SEE LIGHTING PLAN FOR CIRCUITING. 22 DUCT MOUNTED SMOKE DETECTOR FURNISHED AND WIRED BY ELECTRICAL CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR. VERIFY ALL REQUIREMENTS WITH LANDLORD PRIOR TO INSTALLATION. E.C. TO FURNISH AND INSTALL TEST /RESET SWITCH NEAR UNIT. MOUNT SWITCH IN VISIBLE LOCATION. POWER THE DETECTOR FROM THE NIGHT LIGHT CIRCUIT. 23 ZONE DAMPER (ZD -1): 120 VOLT FRACTIONAL H.P. MAKE 120 VOLT, POWER CONNECTION TO NIGHT LIGHT CIRCUIT. RUN 1/2" EMPTY CONDUIT (WITH PULL WIRE) BETWEEN ZD AND THERMOSTAT PER MECHANICAL CONTRACTOR REQUIREMENTS. DEVICES AND ALL ASSOCIATED LOW VOLTAGE WIRE CONNECTIONS ARE BY MECHANICAL CONTRACTOR. FIELD VERIFY EXACT INSTALLATION AND MOUNTING HEIGHT REQUIREMENTS WITH MECHANICAL CONTRACTOR AND TENANT'S CONSTRUCTION MANAGER PRIOR TO ROUGH IN. • THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID THE COST FOR AN COMPLETE OPERATIONAL FIRE ALARM SYSTEM TO MEET LANDLORD AND CODE REQUIREMENTS. ALL DESIGN & INSTALLATION WORK SHALL BE BY A LANDLORD APPROVED FIRE ALARM CONTRACTOR AT TENANT'S ELECTRICAL CONTRACTOR'S EXPENSE. PROVIDE ALL DEVICES AS REQUIRED. FIELD VERIFY THE EXACT REQUIREMENTS. b tO -3zz RECEIVED JAN 13 2011 PERMITCENTER SECURITY NOTE: SECURITY LEGEND DESCRIPTION By 01 ALARM SYSTEM: CCTV: TSC G.C. TO PROVIDE & INSTALL 1" SYMBOL DESCRIPTION SYMBOL DESCRIPTION GROUNDED 20 AMP QUADRAPLEX RECEPTACLE MTD. AT 15" AFF U.O.N. 0 SF FLUSH CEILING MOUNTED GROUNDED 20 AMP DUPLEX RECEPTACLE 0 CONDUITS W/ PULL STRING ' 360 CEILING MOTION cX) FIXED CEILING CAMERA FOR ALL SECURITY DEVICES & FLOOR MOUNTED JUNCTION BOX WITH POWER WHIPS TO MILLWORK CABINETRY — COORDINATE WITH MILLWORKER AS REQUIRED KEYPAD M DIGITAL VIDEO RECORDER WIRING. COORDINATE TRANSFORMER AT CEILING IN STOCKROOM FOR BUZZER SYSTEM. T REQUIREMENT & INSTALLATION IS INDOOR SIREN tit. MONITOR WITH ADT SECURITY SYSTEM & D CONTROL PANEL WALL MOTION 0 SENSORMATIC SECURITY SYSTEMS, FLUSH WALL MOUNTED OR CABINET MOUNTED COMBINATION TEL /DATA RECEPTACLE MTD. 18" AFF U.O.N. W/ JUNCTION BOX AND CONDUIT STUB UP TO 6" ABOVE DRYWALL W/ DRAG LINE. FLUSH WALL MOUNTED DOUBLE JACK DATA CABLES /FAX LINE RECEPTACLE MTD. 18" AFF W/ JUNCTION BOX AND CONDUIT STUB UP TO 6" ABOVE DRYWALL W/ DRAG LINE. INC. O Ye RECESSED DOOR CONTACT PB PANIC BUTTON FIRE ALARM STROBE LIGHT ONLY, MTD. AT 80" A.F.F. F GB GLASS BREAK s PASSIVE INFRARED POWER SYMBOL LEGEND SYIABOL DESCRIPTION By 01 GROUNDED 20 AMP DUPLEX RECEPTACLE MOUNTED. HORIZONTALLY AT 15" AFF 71'GFI TSC GROUND FAULT INDICATOR 20A DUPLEX RECEPTACLE. 10.22.10 ISOLATED GROUND 20 AMP DUPLEX RECEPTACLE. (ORANGE) - DEDICATED OUTLET TSC 03 GROUNDED 20 AMP QUADRAPLEX RECEPTACLE MTD. AT 15" AFF U.O.N. 0 SF FLUSH CEILING MOUNTED GROUNDED 20 AMP DUPLEX RECEPTACLE 0 AT FLOOR DISPLAY CABINETS — FLUSH FLOOR MOUNTED, GROUNDED 20 AMP DUPLEX RECEPTACLE. SPECIFICATION: HUBBELL #BA2529 WITH BRUSHED ALUMINUM COVER #SA3725. 0 JUNCTION BOX MOUNTED ABOVE CEILING J JUNCTION BOX W /POWER WHIPS FOR MILLWORK CABINETS AND SHELVING. E.C. TO COORD. JUNCTION BOX AND WHIP LOCATIONS AND CONNECTIONS WITHIN CABINET W/ MILLWORK CONTRACTOR FLOOR MOUNTED JUNCTION BOX WITH POWER WHIPS TO MILLWORK CABINETRY — COORDINATE WITH MILLWORKER AS REQUIRED O, TRANSFORMER AT CEILING IN STOCKROOM FOR BUZZER SYSTEM. T DOOR CHIME AT CEILING IN STOCKROOM & IN CASHWRAP FIXTURE FOR BUZZER SYSTEM. C PUSH BELL BUTTON 'NUTONE' LOCATED AT STOCKROOM DOOR FOR BUZZER SYSTEM. D B I7 JUNCTION BOX FOR COMPUTER CABLES. 0 JBL CONTROL 26T FLUSH /RECESSED WHITE SPEAKERS S.B.O. INSTALLED BY G.C. — CEILING MOUNTED FLUSH WALL MOUNTED OR CABINET MOUNTED COMBINATION TEL /DATA RECEPTACLE MTD. 18" AFF U.O.N. W/ JUNCTION BOX AND CONDUIT STUB UP TO 6" ABOVE DRYWALL W/ DRAG LINE. FLUSH WALL MOUNTED DOUBLE JACK DATA CABLES /FAX LINE RECEPTACLE MTD. 18" AFF W/ JUNCTION BOX AND CONDUIT STUB UP TO 6" ABOVE DRYWALL W/ DRAG LINE. A FLUSH WALL MOUNTED DOUBLE JACK TELEPHONE RECEPTACLE MTD. 18" AFF W/ JUNCTION BOX AND CONDUIT STUB UP TO 6" ABOVE DRYWALL W/ DRAG UNE. Ca FIRE ALARM HORN /STROBE LIGHT MTD. AT 80" A.F.F. FIRE ALARM STROBE LIGHT ONLY, MTD. AT 80" A.F.F. F • FLUSH MOUNTED MANUAL FIRE ALARM PULL STATION F FIRE ALARM CONTROL PANEL FA FIRE EXTINGUISHER —GC TO PROVIDE QUANTITY REQUIRED PER LOCAL CODES whl 4 THERMOSTAT — WHITE LOCATED AS PER CODE A.F.F. SEE MECHANICAL DWGS, IF LOCATIONS CONFLICT WITH ARCHITECTURAL, CONTACT OWNER PROJECT MANAGER FOR DIRECTION REMOTE SENSOR — WHITE LOCATED AS PER CODE A.F.F. SEE MECHANICAL DWGS, IF LOCATIONS CONFLICT WITH ARCHITECTURAL, CONTACT OWNER PROJECT MANAGER FOR DIRECTION SHOPPER TRACK LOCATION W /CAT 5 CABLE 10' -0" COILED EACH END, TO TELEPHONE BOARD IN CONDUIT PER LOCAL CODES CENTERED AT DOOR. LOCATE J —BOX IN CEILING. ST SECURITY CONTROL PANEL SEC TELEPHONE PANEL TEL SD SMOKE DETECTOR — CEILING MOUNTED 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. PE PARATE APPROVAL �fIT qND RED MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C• D E S 1 G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / ALE TSC 04 01.04.11 ADDENDUM 11 REVISED PER DOB COMMENTS Q TSC th T 5 C• ■D E 5 1 G N 15a n niversar Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. Drawing Title: POWER PLAN Project No: 10421114 Drawn By: BDB Checked By: DFG Scale: AS NOTED Permit #: D10 -322 Drawing Number 10C 32 of 36 MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C• D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers II Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMA11C SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM 11 REVISED PER DOB COMMENTs Q TSC 120 LAMP: (1) CDM35PAR20 /M /SP /3K METAL HALIDE, 3000K 12,000HRS B3F SALES CYLINDRIX TRACK MOUNTED 1 LAMP METAL HALIDE INTERIOR ADJUSTABLE ACCENT LIGHT, FLOOD AMERLUX CYLT39PAR2OMHEWT / MT00018CTW120WT 44 120 LAMP: (1) CDM35PAR20 /M /SP /3K METAL HALIDE, 3000K 12,000HRS C1F Et SEMI- RECESSED 1 LAMP METAL HAUDE INTERIOR ADJUSTABLE ACCENT LIGHT, WIDE FLOOD AMERLUX CYLSR12OMMEWT120WFWT 26 120 LAMP: (1) CDM2OTM /830 METAL HALIDE, 3000K 12,000HRS C2 SEMI - RECESSED 2 LAMP METAL HALIDE INTERIOR ADJUSTABLE ACCENT LIGHT, NARROW FLOOD AMERLUX CYLSR22OMMEWT12ONFNFNFWT 52 120 (2) CDM2OTM/830 METAL HALIDE, 3000K 12,000HRS C3 :1/ . SEMI - RECESSED 3 LAMP METAL HALIDE INTERIOR ADJUSTABLE ACCENT LIGHT, NARROW FLOOD AMERLUX CYLSR32OMMEWT12ONFNFNFWT 78 120 (3) CDM2OTM/830 METAL HALIDE, 3000K 12,000HRS EM 1 EE MIRAGE SERIES 2 LIGHT 50W CONCEALED ADJUSTABLE RECESSED BATTERY POWERED EM LIGHT ENCORE LIGHTING EMR -12- 100 -250 N/A 120 (2) 50W MR16 (INCLUDED) HALOGEN, 3000K, 2,000 HOURS th T 5 C• ■D E 5 1 G N 15a n n versa r� Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. Drawing Title: LIGHTING PLAN Project No: 10421114 Drawn By: BDB Checked By: DFG Scale: AS NOTED Permit #: D10 -322 R RATE PEROV APPD REQUIRE 0NL 0NL F4X1 F4X1 F4X2 (GC) (millwork) (millwork) Ail km � 1,, LP -9 11 LP -1 M -EM 05 c C2 A C1F Cj v LP -11 0 M -EM 10 ID " F1 X18 F1 X20 F16X1 F7X1 (mil work) (millwork) (GC) O W(3) 3 3 M EI EM r,• bytir-A rimi9 LP -7 ►1 C•� (millwork) F7X1 (millwork) £F7 OO NL F13X2 F4X6 (millwork) (millwork LP -13 O3NL F13X1 GC) 111 C3 C3 1::1:1z, C3 EM O C3 C3 I'• -1 -1� ® C2 ` C3 C2 C2 C3 F4 F13x3 F13 1 F8X1 F8X2 F1X12 ( millwork )(millwork)(millworkXmillwork) (millwork) LIGHTING FIXTURE SCHEDULE TYPE SYMBOL DESCRIPTION MFR / CATALOGUE WATTS VOLTS LAMP BACK OF B3S ie CYLINDRIX TRACK MOUNTED 1 LAMP METAL HALIDE INTERIOR ADJUSTABLE ACCENT LIGHT, SPOT AMERLUX CYLT39PAR20MHEWT / MTG0018CTW120WT 44 120 LAMP: (1) CDM35PAR20 /M /SP /3K METAL HALIDE, 3000K 12,000HRS B3F SALES CYLINDRIX TRACK MOUNTED 1 LAMP METAL HALIDE INTERIOR ADJUSTABLE ACCENT LIGHT, FLOOD AMERLUX CYLT39PAR2OMHEWT / MT00018CTW120WT 44 120 LAMP: (1) CDM35PAR20 /M /SP /3K METAL HALIDE, 3000K 12,000HRS C1F Et SEMI- RECESSED 1 LAMP METAL HAUDE INTERIOR ADJUSTABLE ACCENT LIGHT, WIDE FLOOD AMERLUX CYLSR12OMMEWT120WFWT 26 120 LAMP: (1) CDM2OTM /830 METAL HALIDE, 3000K 12,000HRS C2 SEMI - RECESSED 2 LAMP METAL HALIDE INTERIOR ADJUSTABLE ACCENT LIGHT, NARROW FLOOD AMERLUX CYLSR22OMMEWT12ONFNFNFWT 52 120 (2) CDM2OTM/830 METAL HALIDE, 3000K 12,000HRS C3 :1/ . SEMI - RECESSED 3 LAMP METAL HALIDE INTERIOR ADJUSTABLE ACCENT LIGHT, NARROW FLOOD AMERLUX CYLSR32OMMEWT12ONFNFNFWT 78 120 (3) CDM2OTM/830 METAL HALIDE, 3000K 12,000HRS EM 1 EE MIRAGE SERIES 2 LIGHT 50W CONCEALED ADJUSTABLE RECESSED BATTERY POWERED EM LIGHT ENCORE LIGHTING EMR -12- 100 -250 N/A 120 (2) 50W MR16 (INCLUDED) HALOGEN, 3000K, 2,000 HOURS EX 4— 4- WALL CEILING RED CEILING RECESSED/ WALL RECESSED UNIVERSAL LED EDGELIT EXIT SIGN. NOTE: REFER TO PLAN FOR CEILING VS. WALL INVERTER SYSTEMS INC. PINNRSP- CR /WR -1W N/A 120 LED (INTEGRAL) MOUNTED EXIT SIGNS & DIRECTIONAL ARROWS F1 1' 8W BARTCO LINEAR FLUORESCENT 1 LAMP LOW PROFILE T5 STRIP WITH QUICK CONNECT, TUBE GUARD, WHITE. PROVIDE LAMP, JUMPER CABLES AND J -BOXES AS REQUIRED. BARTCO BFLSA -8 -JP 8 120 LAMP: (1) F8T5/841 FLUORESCENT, 4100K 20,000HRS F2 2' 14W BARTCO LINEAR FLUORESCENT 1 LAMP LOW PROFILE T5 STRIP WITH QUICK CONNECT, TUBE GUARD, WHITE. PROVIDE LAMP, JUMPER CABLES AND J -BOXES AS REQUIRED. BARTCO BFLSA -14 -JP 14 120 LAMP: (1) F14T5/841 FLUORESCENT, 4100K 20,000HRS F3 3' 21W BARTCO LINEAR FLUORESCENT 1 LAMP LOW PROFILE T5 STRIP WITH QUICK CONNECT, TUBE GUARD, WHITE. PROVIDE LAMP, JUMPER CABLES AND J -BOXES AS REQUIRED. BARTCO BFLSA -2I -JP 21 120 LAMP: (1) F21T5/841 FLUORESCENT, 4100K 20,000HRS F4 4' 28W BARTCO LINEAR FLUORESCENT 1 LAMP LOW PROFILE T5 STRIP WITH QUICK CONNECT, TUBE GUARD, WHITE. PROVIDE LAMP, JUMPER CABLES AND J -BOXES AS REQUIRED. BARTCO BFLSA -28 -JP 28 120 (1) F28T5/841 FLUORESCENT, 4100K 20,000HRS M2 4' INDUSTRIAL CHAIN HUNG (OR SURFACE MTD WHERE REQ'D.) 1 LAMP T8 OCTRON FLUORESCENT WITH SYMM. REFLECTOR MERCURY MIET6- 1320CT- ELB -UNI 32 120 (2) F32T8/730 FLUORESCENT, 3000K 20,000HRS M2 /EM 4' INDUSTRIAL CHAIN HUNG (0R SURFACE MTD WHERE REQ'D.) 1 LAMP T8 OCTRON FLUORESCENT WITH EMERGENCY BATTERY BACKUP MERCURY MIET6- 132OCTELBUNI -EMPK 32 120 (2) F32T8U6/730 FLUORESCENT, 3000K 20,000HRS N 0 WITH SOFTGLOW2 EFLRECTOREI 0V11CAL FLUORESCENT SPECTRU EX1 /441OSG 26 120 (FLUO SCENT, 3000K010,OOOHRS N /EM 0 4" APERTURE 32W TRI -TUBE VERTICAL FLUORESCENT WITH EM BATTERY BACKUP 120V SPECTRUM SP4VF1320(1 /441OSG /EM 32 120 (1) UFL- CF32/TC /730 FLUORESCENT, 3000K 10,000HRS N2 4" APERTURE 26W TRI -TUBE VERTICAL FLUORESCENT WITH EM BATTERY BACKUP 120V SPECTRUM SP4VF126EX1 /441OSG 26 120 (1) UFL- CF26/TC /730 FLUORESCENT, 3000K 10,000HRS REG6 CON -TECH SINGLE CIRCUIT TRACK MOUNTED 600W 5A CURRENT LIMITING END FEED / CIRCUIT BREAKER CON -TECH UGHTING LA -23R -P / REG6 -P - 120 LAMP: NOT APPLICABLE T6 1 CIRCUIT JUNO COMPATIBLE 120V TRACK, 6' LENGTH, WHITE, SURFACE MOUNTED CON -TECH LIGHTING LT -6P - 120 NOT APPLICABLE T8 1 CIRCUIT JUNO COMPATIBLE 120V TRACK, 8' LENGTH, WHITE, SURFACE MOUNTED CON -TECH UGHTING LT -8P - 120 NOT APPLICABLE NIVV EM O F3 F3 F3 F3 F3 F3 C3 0 OF"-&11 O C3 C3 C3 C3 C3 C3 o � C3 3 N %EM 4■3) N m REG6 �= 83 3 3 0 LP -6 F4X1 4 1 (millwork) 0 LP -4 F4 F4 — C2 F4 O F4 F4 F12X1 (GC) 0 NL F12X2 (millwork) 0 NL LIGHTING PLAN 1/4 „_1,_o» F12X1 (GC) F12X2 (millwork) 0 TYP O 3 3 3 B3 /B3 13 8 F1 OX2 (millwork) B3SX6, B3FX6 Trough (GC) LIGHTING CODED NOTES, HOMERUN THROUGH A 4 -POLE CONTACTOR, CONTROLLED BY TIME CLOCK AS SPECIFIED IN ELECTRICAL SPECIFICATIONS. 02 PROVIDE JUNCTION BOX AND SWITCH FOR SIGN PER NEC 600. SEE ARCHITECTURAL PLANS FOR EXACT LOCATION. CONNECT SALES AREA EMERGENCY, EXIT, AND NIGHT LIGHT (EM /EX /NL) LIGHTING FIXTURES TO CIRCUIT LP -3 (TYPICAL). PROVIDE AND INSTALL A SCREW TYPE LOCK -ON DEVICE AT THE CIRCUIT BREAKER. ® MASTER LIGHTING SWITCH BANK. SEE DETAIL THIS SHEET. 0 HOME RUN THRU SWITCH "a ". SEE MASTER LIGHTING SWITCH BANK DETAIL ON THIS SHEET. ® HOME RUN THRU SWITCH "b ". SEE MASTER LIGHTING SWITCH BANK DETAIL ON THIS SHEET. 70 HOME RUN THRU A 2 -POLE CONTACTOR CONTROLLED BY SWITCH "c ". CONTACTOR SHALL BE WALL MOUNTED ADJACENT TO LIGHTING PANEL. SEE MASTER LIGHTING SWITCH BANK DETAIL ON THIS SHEET. PROVIDE FLOOR MOUNTED DUPLEX RECEPTACLE WITH STAINLESS STEEL BOX, BRUSHED ALUMINUM COVER AND ALL ACCESSORIES AS REQUIRED TO COMPLETE. COORDINATE THE EXACT LOCATION WITH THE ARCHITECTURAL DRAWINGS. ROUTE CONDUIT IN /UNDER SLAB. PROVIDE 2" TOPPING. COORDINATE WITH THE LANDLORD PRIOR TO INSTALLATION. ALL PENETRATIONS SHALL BE FIREPROOF. ROUNTE UP NEAREST FURRED OUT WALL OR COLUMN. 10 CONNECT NON -SALES EMERGENCY, EXIT, AND NIGHT LIGHT (EM /EX /NL) LIGHTING FIXTURES TO LOCAL CIRCUIT LP -9 AHEAD OF ALL SWITCHING. 11 POWER WHIP FOR PRE -WIRED MILLWORK LIGHTING. LOCATION & CONNECTION TO BE CONFIRMED WITH MILLWORK CONTRACTOR (TYPICAL). © ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL AN OCCUPANCY SENSOR IN RESTROOM. SENSOR TO BE WIRED SO ALL LIGHTING, INCLUDING FAN /LIGHT, SHALL BE ACTIVATED UPON MOTION DETECTION. 13 ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL AN OCCUPANCY SENSOR IN STOCK ROOM. SENSOR TO BE WIRED SO ALL LIGHTING, INCLUDING NIGHT LIGHT, SHALL BE ACTIVATED UPON MOTION DETECTION. 3zz RECEIVED JAN 13 2011 PERMIT CENTER NON -SALES AREA SALES AREA SALES AREA SALES AREA �OS BACK OF 5 6 7 HOUSE SALES SALES MILLWORK LIGHTING LIGHTING LIGHTING LIGHTING ft ff b ft ft MI MASTER LIGHTING SWITCH BANK A Nrs 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. Drawing Number E 33 of 36 ELECTRICAL RESPONSIBILITY SCHEDULE DESCRIPTION 0 z 8 FURNISHED BY INSTALLED BY N.E.C. DEMAND kVA (LANDLORD MICHAEL KORS TENANT CONTRACTOR O ° MICHAEL KORS TENANT CONTRACTOR O REMARKS MAIN OVERCURRENT DEVICE IN LANDLORD'S ELECTRIC ROOM • - [3] - 3.380 KIT APPLIANCE 0.000 [4 1.00 FIELD VERIFY WITH LANDLORD PRIOR TO BID ELECTRIC SERVICE CONDUIT TO LEASE SPACE • [5] - 3.040 MOTORS 0.000 [6] - 0.000 FIELD VERIFY WITH LANDLORD PRIOR TO BID ELECTRIC SERVICE FEEDERS TO LEASE SPACE • - 33.027 AIR CONDn1ONING SYSTEM 13.221 [6],[7] - 14.400 ELECTRIC WATER HEATER FIELD VERIFY WITH LANDLORD PRIOR TO BID METER REQUIREMENTS • 4.160 MISCELLANEOUS 9.150 - 1.0 9.150 N.E.C. DEM. KVA X 1000 55.227 FIELD VERIFY WITH LANDLORD AND PROVIDE AS REQ'D LIGHT FIXTURES AND LAMPS = MINIMUM = 172.6 • 208 X 1.732 LOAD SUMMARY NOTES: [1] POWER FACTOR IS ALREADY INCLUDED IN LIGHTING LOAD. [2] 15OVA /2FT OF LINE VOLTAGE TRACK + SUM LOW VOLTAGE XFRMS - CONNECTED LOAD [3] 200VA/LF - ACTUAL CONNECTED LOAD 4] KIT APPUANCE DEMAND FACTOR PER NEC 220 -56 [5] 0.0 < 1OKW = 100%, REMAINING - 50% 6] 125% OF THE LARGEST MOTOR OR COMPRESSOR IN SYSTEM APPLIED ON ONE UNIT. [7] USE GREATER VALUE OF THESE TWO CATEGORIES 9 • OUTLETS AND SWITCHES B 0.360 LO • SECURITY SYSTEM 10 • c SOUTH & WEST MLW WAL DSPLY GENERAL CONDUIT & WIRING 0.964 C • LO NETWORK • 12 13 TELEPHONE SERVICE CONDUIT W/ PULL WIRE • 0.738 A 0.360 STOCK RECEP. TELEPHONE CONDUIT W/ PULL WIRE 15 SPARE 2 • 0.000 B • TELEPHONE CABLING 16 • SPARE 3 • 0.000 C 0.360 TELEPHONE EQUIPMENT MGR'S DESK • 18 19 • 1.200 P.O.S. DATA CONDUIT 0.000 • 20 21 • SOUTH CASH REGISTER #1 P.O.S. DATA CABLING 0.275 B 0.360 • SOUND SYSTEM • 23 TEMPORARY UTILITY CHARGES LO 0.275 • 0.540 • 24 TENANT ELECTRICAL PANELS • CASH UTILITY REC 0.720 A 0.360 RELOCATED BY LANDLORD SENSORMATIC 26 27 SPARE 4 0.000 B 0.000 NA TRANSFORMER SPARE 6 28 29 DRINKING FOUNTAIN 0.660 NA ALIGN BOTTOM OF FIXTURE WITH TOP OF RTU. STANCHION MOUNT LIGHT FIXTURE WITH GLOBE AND GUARD AND 100W. A -21 LAMP GFI DUPLEX RECEPTACLE WITH WEATHERPROOF COVER: 3/4" RIGID GALVANIZED STEEL CONDUIT: FINISHED ROOF SURFACE 3/4" RIGID GALVANIZED STEEL CONDUIT. TWO GANG CAST DEVICE BOX. MOUNTED TO RTU. -SINGLE POLE TOGGLE SWITCH W/ WEATHERPROOF COVER LJ ATTACH TO RTU W/ I I.1 CONDUIT CLAMP. NOTE: COORDINATE EXACT LOCATION OF RECEPTACLE & LIGHT WITH MECH. CONTR. SO AS NOT TO BLOCK ACCESS PANELS RTU LIGHT /RECEPTACLE SCHEMATIC NTS ELECTRIC LOAD SUMMARY 208Y/120V SERVICE DESCRIPTION N.E.C. CONNECTED kVA NEC DEMAND NOTES N.E.C. DEMAND FACTOR N.E.C. DEMAND kVA LIGHTING (CONTINUOUS) 7.029 [1] 1.25 8.786 TRACK LIGHT DEMAND ALLOWANCE - [2] - 0.630 SHOW WINDOW DEMAND ALLOWANCE - [3] - 3.380 KIT APPLIANCE 0.000 [4 1.00 0.000 RECEPTACLES 3.040 [5] - 3.040 MOTORS 0.000 [6] - 0.000 FIXED ELECTRIC SPACE HEATING 31.848 [7] - 33.027 AIR CONDn1ONING SYSTEM 13.221 [6],[7] - 14.400 ELECTRIC WATER HEATER 4.160 - 1.0 4.160 MISCELLANEOUS 9.150 - 1.0 9.150 N.E.C. DEM. KVA X 1000 55.227 FEEDER AMPERAGE AMPS 62.173 = MINIMUM = 172.6 SYS. VOLTAGE X 1.732 62.173 X 1000 208 X 1.732 LOAD SUMMARY NOTES: [1] POWER FACTOR IS ALREADY INCLUDED IN LIGHTING LOAD. [2] 15OVA /2FT OF LINE VOLTAGE TRACK + SUM LOW VOLTAGE XFRMS - CONNECTED LOAD [3] 200VA/LF - ACTUAL CONNECTED LOAD 4] KIT APPUANCE DEMAND FACTOR PER NEC 220 -56 [5] 0.0 < 1OKW = 100%, REMAINING - 50% 6] 125% OF THE LARGEST MOTOR OR COMPRESSOR IN SYSTEM APPLIED ON ONE UNIT. [7] USE GREATER VALUE OF THESE TWO CATEGORIES Panel Wiring Schedule (3- Phase) Panelboard Panel Type NEMA Type "up" EXISTING 1 Voltage OCPD Mounting 208Y/120 200A M.C.B. SURFACE Phase 3 Wire 4 Buss 225A Options /Notes AIC Rating EXISTING Ckt. No. Zone Load Description Brkr. Size * Brkr. Opts. N.E.C. kVA ** Phase N.E.C. kVA ** Brkr. Opts. Brkr. Size * Load Description Zone Ckt. No. 1 a ROW 1, 3 & 5 FLR DSPLY (3) #1 THWN & (1) #6 GND 1 -1/2" 1.338 A 0.360 UH -1 208V, 3 PHASE SF REC TC 2 3 3/4" EXIT /EM /NL LP- 38/40/42 Lo 0.669 B 1.200 SIGN TC 4 5 SPARE 1 0.000 C 1.027 SF LTG TC 6 7 b ROW 2 & 4 FLR DSPLY 0.792 A 0.200 LO TELEPHONE BOARD 8 9 NON -SALES LTG 0.301 B 0.360 LO SECURITY SYSTEM 10 11 c SOUTH & WEST MLW WAL DSPLY 0.964 C 0.360 LO NETWORK 12 13 c NORTH MLW WAL DSPLY 0.738 A 0.360 STOCK RECEP. 14 15 SPARE 2 0.000 B 0.500 FLAT SCREEN 16 17 SPARE 3 0.000 C 0.360 MGR'S DESK 18 19 MICROWAVE /FRIDGE 1.200 A 0.000 SPARE 5 20 21 SOUTH CASH REGISTER #1 LO 0.275 B 0.360 SOUND SYSTEM 22 23 NORTH CASH REGISTER #2 LO 0.275 C 0.540 SALES RECEP. 24 25 CASH UTILITY REC 0.720 A 0.360 COMPUTER 26 27 SPARE 4 0.000 B 0.000 SPARE 6 28 29 DRINKING FOUNTAIN 0.660 C 0.000 SPARE 7 30 31 TIMECLOCK 0.100 A 0.000 SPARE 8 32 33 WATER HEATER 25/2 2.080 B 0.200 HVAC LT /REC 34 35 2.080 C 0.000 SPARE 9 36 37 RTU -1 110/3 HACR 10.616 A 1.667 20/3 UH -1 38 39 10.616 B 1.666 40 41 10.616 C 1.667 42 Notes * All circuit ** breakers to be 20 -Amp, 1 -Pole unless otherwise noted. All Phases to be balanced to within 10% using Actual Load Totals. N.E.C. Connected Totals: Ph.A 18.451 N.E.C. Connected Totals: Ph.B 18.227 N.E.C. Connected Totals: Ph.0 18.549 Total 55.227 E Existing Circuit to remain IG Isolated Ground Circuit Connected Load: 153.3 NEC Demand Feeder Load: 172.6 kVA kVA kVA kVA amps amps HVAC ELECTRICAL CONNECTION SCHEDULE UNIT VOLTAGE FLA MCA MOCP A /POLE GROUNDED AND UNGROUNDED CONDUCTORS CONDUIT SWITCH DISCONNECT AT UNIT CIRCUIT CONNECTION NOTES RTU -1 208V, 3 PHASE 88.40 A 104.60 A 110/3 (3) #1 THWN & (1) #6 GND 1 -1/2" 200A, 3 -POLE, NONFUSED, WP LP- 37/39/41 UH -1 208V, 3 PHASE 13.90 A 17.30 A 20/3 (3) #12 THWN & (1) #12 GND 3/4" MANUAL MOTOR STARTER LP- 38/40/42 NOTE: VERIFY EXACT OVER CURRENT PROTECTION /DISCONNECT REQUIREMENTS (PER N.E.C. #440) WITH EQUIPMENT MANUFACTURER NAMEPLATE DATA UPON RECEIPT AT JOB SITE. CONTACT ENGINEER WITH ANY DISCREPANCIES. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL ELECTRICAL POWER CONNECTIONS. CONNECTION NOTES: TENANT E.C. SHALL REUSE EXISTING (4) #3/0 THWN & (1) #6 GRD. AND EXISTING 2" CONDUIT. (FIELD VERIFY EXACT DISTANCE) APPROX. 60' LEASE LINE TENANT LL'S ELECTRIC RM TENANT E.C. SHALL REUSE EXISTING METER (TRANSFER NAME TO CURRENT TENANT) VERIFY ALL REQUIREMENTS WITH LANDLORD PRIOR TO BID. TENANT E.C. SHALL REUSE EXISTING 200A DISCONNECT SWITCH AND FUSES, VERIFY ALL REQUIREMENTS WITH LANDLORD PRIOR TO BID. E.C. TO FIELD VERIFY EXISTING CONDITIONS OF LANDLORD ELECTRICAL SERVICE. LANDLORD'S EXISTING 120/208 VOLT, 3 PHASE, 4 WIRE ELECTRIC SERVICE FLOOR 9. SPACE TENANT E.C. TO EXTEND WIRE AND CONDUIT TO NEW LOCATION OF RELOCATED PANEL. TO STOREFRONT SIGN, LIGHTING AND RECEPTACLES AS INDICATED. EXISTING IPANEL "LP" 120/208V 30 -4W 200A M.C.B. - TIME CLOCK 4 POLE CONTACTOR ' TO LIGHTING CIRCUITS INDICATED ON SHEET E2.0. POWER.. RISER DIAGRAM NTS ALL NEW TERMINATIONS SHALL BE 75' C RATED EXISTING PANEL (RELOCATED BY LANDLORD) RECEIVED JAN 13 2011 PERMIT CENTER RISER DIAGRAM GENERAL NOTES: Breaker Options: AS Powerlink AS Breaker LO Handle lock -on device ST Shunt Trip Type AUX Auxiliary Contacts PA Handle Padlock Attachment GFCI Ground Fault Circuit Interrupter HACR Heating, A/C & Refrigeration SF Subfeed AFCI Arc Fault Circuit Interrupter A. HVAC CIRCUIT BREAKERS TO BE "HACR" TYPE WHERE REQUIRED BY EQUIPMENT NAMEPLATE PER N.E.C. B. TENANTS ELECTRICAL CONTRACTOR SHALL FIELD VERIFY EXACT K.A.I.C. RATING OF LANDLORD'S DISTRIBUTION EQUIPMENT. FURNISH AND INSTALL TENANTS ELECTRICAL SYSTEM TO MATCH. C. ELECTRICAL CONTRACTOR SHALL BALANCE ALL PANELS AND ELECTRICAL EQUIPMENT, UNDER LOAD CONDITIONS, TO ±1O% BETWEEN PHASES: A /B, B /C, A/C REGARDLESS OF CIRCUITING INDICATED. D. 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. E. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. F. TENANT'S NAME AND SPACE SHALL BE ENGRAVED ON A BAKELITE PLATE WITH 1" HIGH LETTERS. SCREW FASTEN TO THE METER SOCKET AND DISCONNECT SWITCH AT THE SERVICE DISTRIBUTION POINT. G. ALL CONNECTIONS TO LANDLORD'S SERVICE EQUIPMENT SHALL BE AS DIRECTED BY LANDLORD'S SITE REPRESENTATIVE. TENANT ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TERMINATION EXPENSES. H. SYSTEM SHALL BE GROUNDED TO THE MAIN BUILDING'S GROUNDING SYSTEM. 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. MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C• D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect. Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / ALE TSC 04 01.04.11 ADDENDUM #1 REVISED PER DOB COMMENTS Q TSC 15a th T nniversary • D E S N Celebrating 15 years of excellenc Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION. AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. Drawing Title: ELECTRICAL SCHEDULES AND SCHEMATICS Project No: 10421114 Drawn By: BDB Checked By: DFG Scale: AS NOTED Permit #: DI0 -322 SEPARATE PERMIT AND APPROVAL REQUIRED Drawing Number E 30C 28 of 36 ELECTRICAL SPECIFICATIONS GENERAL CONDITIONS: A. THE REQUIREMENTS AS SET FORTH UNDER GENERAL CONDITIONS, INSTRUCTIONS TO BIDDERS AND GENERAL REQUIREMENTS ARE A PART OF THIS CONTRACT. B. BIDS SHALL BE BASED ON A COMPLETE /FULL SET OF DRAWINGS. C. CONTRACTOR MUST READ THE ENTIRE SPECIFICATIONS COVERING OTHER BRANCHES OF WORK AND IS RESPONSIBLE FOR COORDINATION OF THE WORK WITH WORK PERFORMED BY OTHER TRADES. SCOPE OF WORK: A. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS. ALL REQUIREMENTS INCLUDING MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS ARE TO BE OBTAINED BY ELECTRICAL CONTRACTOR PRIOR TO AND INCLUDED IN BID PRICE. FIELD VERIFY ALL EXISTING ELECTRICAL AND TELEPHONE EQUIPMENT, LOCATIONS, CONDITIONS ETC. FAILURE TO VISIT THE SITE SHALL NOT RELIEVE THE CONTRACTOR FROM ANY RESPONSIBILITY IN THE PERFORMANCE OF THE ELECTRICAL WORK. B. FURNISH ALL LABOR, MATERIALS, TESTING, EQUIPMENT, INCIDENTALS AND TOOLS TO PERFORM ELECTRICAL WORK SHOWN, NOTED OR SCHEDULED FOR A COMPLETE AND FINISHED INSTALLATION. 1. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND AS SUCH APPEAR ON THE UNDERWRITERS LABORATORIES LIST OF APPROVED ITEMS AND SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE CODES, WHICHEVER ARE MORE STRINGENT. C. THE WORK IS TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. D. INCLUDE ANY LABOR AND MATERIALS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO PROVIDE A COMPLETE AND FULLY OPERATIVE ELECTRICAL SYSTEMS. PERMITS: A. SECURE AND PAY FOR ALL REQUIRED PERMITS, FEES, ASSESMENTS AND INSPECTION CERTIFICATES THAT RELATE TO THE ELECTRICAL CONTRACT. B. FURNISH APPROVED CERTIFICATE OF FINAL INSPECTION, AND TURN OVER TO OWNER AT COMPLETION OF PROJECT. DRAWINGS AND SPECIFICATIONS: A. THIS ELECTRICAL PLANS ARE DIAGRAMMATIC, NOT SHOWING EVERY ITEM IN EXACT LOCATION OR DETAIL. MEASUREMENTS AND LOCATIONS MUST BE FIELD VERIFIED AND COORDINATED WITH ARCHITECTURAL, PLUMBING, HVAC, FIRE PROTECTION, FIRE ALARM, STRUCTURAL AND OTHER BUILDING DRAWINGS. SHOP DRAWINGS: A. SUBMIT FIVE COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE OWNER'S CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO ORDERING EQUIPMENT. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS EARLY ENOUGH IN PROJECT TO ALLOW AMPLE TIME FOR OWNER'S REVIEW WITHOUT CAUSING TIME DELAYS OR CONFLICTS IN THE JOB PROGRESS. SUBMITTALS SHALL BE IN ACCORDANCE WITH GENERAL CONDITIONS AND THE MANUFACTURERS LISTED ON THE DRAWINGS AND SHALL BEAR THE STAMP OF THE CONTRACTOR SHOWING THAT HE HAS REVIEWED AND APPROVED THEM AND THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS. LACK OF SUCH CONTRACTOR'S APPROVAL WILL BE CAUSE FOR REJECTION WITHOUT REVIEW BY THE OWNER. B. WHERE TRADE NAMES, BRANDS OF MANUFACTURERS OF EQUIPMENT OR MATERIALS ARE SHOWN ON THE DRAWINGS OR SPECIFICATIONS THE EXACT EQUIPMENT SHALL BE USED ON THE PROJECT. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL /REPLACEMENT AT THE REQUEST OF THE OWNER'S CONSTRUCTION MANAGER (AT THE ELECTRICAL CONTRACTORS EXPENSE). CONDUITS: A. 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. B. 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 6' -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.) 1. 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 & 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 & B, EFCOR OR EQUAL. EMT SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE SUSPENDED CEILINGS OR CONCEALED IN INTERIOR PARTITIONS. 2. PAINTING OF ELECTRICAL CONDUITS, ETC., IF REQUIRED, WILL BE BY GENERAL CONTRACTOR. C. THE USE OF ROMEX OR BX IS NOT PERMITTED. D. MAXIMUM CONDUIT HANGER SPACING SHALL BE 8' -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. E. F. G. WIRE: A. B. C. D. LEAVE A #10 AWG PULL WIRE OR NYLON PULL STRING IN ALL EMPTY CONDUITS. SECURE ALL RACEWAYS TO THE BUILDING STRUCTURE IN A RIGID AND SECURE MANNER, USING FASTENERS SUCH AS "CADDY CLIPS" OR EQUAL. FLASH AND COUNTERFLASH 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 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 72 HOURS PRIOR TO ANY REQUIRED ROOF WORK. WIRE SHALL BE SINGLE CONDUCTOR COPPER WITH 600 VOLT INSULATION. MINIMUM WIRE SIZE SHALL BE #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.) 1. GENERAL WIRING SHALL BE THW OR THHN. (ALUMINUM CONDUCTORS ARE NOT PERMITTED.) WIRE CONNECTORS SHALL BE EQUAL TO SCOTCHLOCK FOR #8 AND SMALLER, AND EQUAL TO T & B "LOCK -TITE" FOR #6 AND LARGER. THE USE OF SHARED NEUTRALS IS ACCEPTABLE FOR LIGHTING AND RECEPTACLE CIRCUITS IF INSTALLED IN ACCORDANCE WITH N.E.C. #310, AND LOCAL CODES. ALL WIRING TO BE COLOR CODED AS FOLLOWS: LIGHTING: A. B. 120/208 VOLT SYSTEM NEUTRAL - WHITE PHASE A OR L1 -BLACK PHASE B OR L2 -RED PHASE C OR L3 -BLUE GROUND - GREEN 277/480 VOLT SYSTEM NEUTRAL - WHITE WITH TRACER OR GRAY PHASE A OR L1 - BROWN PHASE B OR L2- ORANGE PHASE C OR L3- YELLOW GROUND - GREEN WITH TRACER LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED AS SCHEDULED ON THE LIGHTING FIXTURE SCHEDULE. FLUORESCENT FIXTURES SHALL HAVE HPF BALLASTS WITH EFFICIENCY FACTORS IN ACCORDANCE WITH LOCALLY ADOPTED ENERGY CODE. LIGHT FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURAL VIA ALL THREAD AND UNI- STRUT, AND NOT SUPPORTED BY CEILING SYSTEM. WIRED GROUND SYSTEM: A. B. D. E. WIRE A. FURNISH AND INSTALL A COMPLETE WIRED GROUNDING SYSTEM FOR ELECTRICAL EQUIPMENT AND CIRCUITS AS SHOWN ON THE DRAWINGS AND DESCRIBED GENERALLY BELOW. ALL GROUNDING CONDUCTORS SHALL BE GREEN, WHERE EXPOSED IN PANEL, SWITCHBOARD, OUTLET, BOXES, ETC. ALL ENCLOSURES AND NON- CURRENT CARRYING METALS TO BE 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. 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 "GPL" TYPE. CONDUIT GROUND BUSHINGS SHALL BE THOMAS & BETTS OR EQUAL, SIMILAR TO #3800 SERIES WITH NYLON INSULATED THROAT. ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER BETWEEN THE OUTLET BOX AND THE DEVICE GROUNDING TERMINAL. METAL -TO -METAL 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. DEVICES: COLOR OF WIRING DEVICES AND COVERPLATES SHALL BE SELECTED BY ARCHITECT. (SEE PLAN NOTES FOR ADDITIONAL INFORMATION). 1. RECEPTACLES SHALL BE 20 AMP, 3 -WIRE GROUNDING TYPE EQUAL TO HUBBELL 5362. 2. SWITCHES SHALL BE 20 AMP SPECIFICATION GRADE, RATED AT 120 OR 277 VOLT, AS REQUIRED. 3. SPECIAL DEVICES SHALL BE A SPECIFICATION GRADE. 4. FLOOR BOXES TO BE HUBBELL #B- 2527/29 WITH ALUMINUM COVER (OR EQUAL BY "STEEL CITY ") AND HUBBELL 5362 RECEPTACLE (UNLESS OTHERWISE NOTED) 5. EQUAL BY ARROW -HART, GENERAL ELECTRIC, BRYANT, PASS & SEYMOUR, OR SIERRA. PANELBOARDS AND SAFETY SWITCHES: A. 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 -70. 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 277V. LIGHTING CIRCUITS, FURNISH TYPE "SWD" BREAKERS IN ACCORDANCE WITH N.E.C. #240 -83B. SQUARE D OR EQUAL BY SIEMENS ITE, CUTLER - HAMMER, OR GENERAL ELECTRIC (OR APPROVED EQUAL). 8. 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, 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 & 110 -36. 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, SIEMENS ITE, CUTLER HAMMER, OR GENERAL ELECTRIC (OR APPROVED EQUAL). C. 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 #1) SHALL BE USED FOR ALL SINGLE PHASE AND THREE PHASE MOTORS RATED ABOVE 1/2 HP OR THAT REQUIRE 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. BOXES: A. OUTLET BOXES AND COVERS PRESSED STEEL KNOCKOUT. B. JUNCTION, PULL BOXES AND CODE GAUGE SIZE. SHALL BE GALVANIZED, ONE -PIECE COVERS SHALL BE GALVANIZED STEEL, C. 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. D. WHERE A 277 VOLT LIGHT SWITCH IS GANGED WITH A 120 VOLT RECEPTACLE PROVIDE A SUITABLE DIVIDER OR SEPARATE JUNCTION BOXES IN ACCORDANCE WITH NEC AND LOCAL CODES. SERVICES: A. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FROM LANDLORD'S DESIGNATED LOCATION AND PROVIDE LIGHTING, POWER AND WIRING AS REQUIRED TO FACILITATE APPLICABLE TEMPORARY NEEDS, AND FURNISH EXTENSION CORDS. ANY 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. B. 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. C. MAKE PROVISIONS FOR NEW TELEPHONE SERVICE AS REQUIRED, AND AS INDICATED ON THE DRAWINGS. D. 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 TENANTS CONSTRUCTION MANAGER TO AVOID CONFLICTS. STEP -DOWN TRANSFORMER: (IF APPLICABLE) A. PROVIDE DRY -TYPE TRANSFORMER AS MANUFACTURED BY SQUARE "D" , HEAVY DUTY, ACME, GENERAL ELECTRIC, SIEMENS ITE OR OTHER EQUIVALENT MANUFACTURERS, OF THE ENCLOSED VENTILATED TYPE WITH KVA AND VOLTAGE RATINGS AS CALLED FOR ON THE DRAWINGS WITH COILS DESIGNED FOR 150 DEGREE C RISE ABOVE A 40 DEGREE C AMBIENT WITH 100% OF RATED LOAD CONNECTED TO THE SECONDARY, CLASS 220 DEGREE C INSULATION AND A 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 AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY CONNECTIONS TO MINIMIZE SOUND TRANSMISSION. MOUNT TRANSFORMER ON SEPARATE VIBRATION ISOLATORS. THESE ARE ADDITIONAL VIBRATION ISOLATORS AND ARE USED IN CONJUNCTION WITH ANY INTEGRAL FACTORY INSTALLED VIBRATION ISOLATORS. LIGHTING CONTACTOR AND TIMER SWITCHES: A. CONTACTORS FOR CONTROL OF LIGHTING AND SIGNS SHALL BE SQUARE "D ", CLASS 8903, TYPE "L ", ELECTRICALLY HELD. EQUIVALENT PRODUCTS BY OTHER MANUFACTURERS ARE PERMITTED. B. ELECTRONIC DIGITAL TIME SWITCHES SHALL BE USED FOR CONTROL OF SHOW WINDOW LIGHTING, SIGNS, AND IF REQUIRED /DESIRED OTHER LIGHTING. THE ELECTRONIC DIGITAL TIMER SHALL BE A TORK MODEL DWZ100B OR EQUIVALENT WITH A 7 -DAY FORMAT, 365 DAY ADVANCED HOLIDAY SCHEDULE, CAPABLE OF DIFFERENT SETTINGS EACH DAY OF THE WEEK, AND HAVE AN ASTRONOMIC FEATURE. INSTALLATION: A. 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. B. 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 OR THE ELECTRICAL CONTRACTOR. ALL HVAC RELATED LOW VOLTAGE CONTROL WIRING, CONDUIT AND FINAL CONNECTIONS IS THE RESPONSIBILITY OF THE MECHANICAL /TEMPERATURE CONTROL CONTRACTOR, UNLESS OTHERWISE NOTED ON THE PLANS). C. THE ELECTRICAL CONTRACTOR SHALL DO ALL CUTTING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THE ELECTRICAL DIVISION, ANY CUTTING SHALL HAVE PRIOR APPROVAL OF THE LANDLORD. SLEEVES SHALL EXTEND AT LEAST TWO (2 ") INCHES ABOVE FINISHED FLOOR AND ALL SLEEVES, OPENINGS, ETC., THROUGH FIRE RATED WALLS AND FLOORS SHALL BE 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. D. THE ELECTRICAL CONTRACTORS, INSOFAR AS THE WORK IS CONCERNED, SHALL AT ALL TIMES KEEP THE PREMISES IN A NEAT AND ORDERLY CONDITION AND, AT THE COMPLETION OF THE WORK, SHALL PROPERLY CLEAN UP AND CART AWAY ANY DEBRIS AND EXCESS MATERIAL. E. 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. F. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND THE ARCHITECT /TENANT CONSTRUCTION MANAGER SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. G. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN THE WORK AS THE JOB PROGRESSES, AND TURN THIS "AS BUILT" INFORMATION OVER TO THE OWNER AT THE COMPLETION OF THE PROJECT. H. ELECTRICAL CONTRACTOR SHALL 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. I. ELECTRICAL CONTRACTOR SHALL 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. J. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ANY /ALL NECESSARY ELECTRICAL DEMOLITION WORK THAT IS REQUIRED TO FACILITATE THE NEW INSTALLATION, FIELD COORDINATE PRIOR TO BIDS. REMOVE AND /OR MODIFY EQUIPMENT, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. ANY EQUIPMENT 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 CONSTRUCTION MANAGER TO AVOID CONFLICTS. GUARANTEE: A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THE ELECTRICAL CONTRACTOR'S EXPENSE. B. FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND /OR INSTALLED BY THE ELECTRICAL CONTRACTOR. FINALLY: A. IT IS THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETE IN EVERY RESPECT AND THAT ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, BUT NECESSARY TO FULLY COMPLETE THE WORK SHALL BE FURNISHED. NOTE: GC TO PROVIDE CONDUIT, PULL STRING AND COVER PLATE W/ GROMMETTED HOLE AT DATA CABLE TERMINATION POINTS. SEE ARCHITECTURAL DRAWINGS FOR MANAGER DESK DETAILS & OUTLET LOCATIONS. 6" 1' 2' -0„ 2' -0" 6" N N SEC. DVR 00 00 'PRINTER] HON — -I I CPU I cog< I MONITOR I r FAX 7 L___IL__1 N ^ r FILE 7 mcm 1122 00 0 DRAWER SEE PLAN -60'" WIDE PREFERRED i QUADRUPLEX OUTLET (4) FOUR DATA JACKS (4) FOUR DATA JACKS QUADRUPLEX OUTLET POWER AT MANAGER'S DESK N TS 3' -0" OR 4' -0" 2' -0„ • 0 MICROWAVE w EQ EQ U, w 1 i Issues and Revisions By 01 10.08.10 REF L_____ _J SEE PLAN 3' -0" OR 4' -0" r WC r 1 ILOCKER8 u POWER AT EMPLOYEE COUNTER N TS bo 322 RECEIVED JAN 13 2011 PERMIT CENTER 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. MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C• D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614 - 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM ,1 REVISED PER DOB COMMENIs Q TSC th T 5 C• D E 5 1 G N 15a n n iversar Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. Drawing Title: ELECTRICAL SPECIFICATIONS Project No: 10421114 Drawn By: BDB Checked By: DFG. Scale: Permit #: AS NOTED DI0 -322 PERSEPARATE APPROVAL. Drawing Number 40C 35 of 36 F4X1 F4X1 F4X2 F1X18 F1X20 F16X1 (GC) (millwork) (millwork) (millwork) (millwork) (GC) F7X1 millwork) F7X1 F13X2 F4X6 (millwork) (millwork) (millwork) F13x3 F13 1 F8X1 F8X2 (millwork) (millwork)(millworkXmillwork) F1X12 F12X1 F12X2 (millwork) EMERGEN6GY LIGHTINGorPLAN 1/4 " =1' -0" LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts 18.5 fc EM 4 "* (LUMENS UNKNOWN - HELD RATED WATTAGE OF LAMP) 50W FLOOD 12V.IES 380 1.00 50 L,:,,;,_ M2/EM 2 86174384.IES 1400 1.00 61 - 0 N /EM 1 AFV 32TRT 4AR AFV 4" APERTURE OPEN DOWNLIGHT 32TRT ONE 32 -WATT TRIPLE TUBE COMPACT FLUORESCENT, VERTICAL BASE -UP POSITION. AFV 26TRT 4 AR.ies 900 1.00 32 F12X1 (GC) F12X2 (millwork) F4X14 (millwork) F10X2 (millwork) B3SX6, B3FX6 Trough (GC) STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone #2 Sales �. 4.4 fc 18.5 fc 0.5 fc 37.0:1 8.8:1 Calc Zone #3 Back of House 6.5 fc 7.5 fc 4.9 fc 1.5:1 1.3:1 RECEIVED JAN 132011 PERMIT CENTER t[O322 MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C• D E S I G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.21 18237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614 - 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM fl REVISED PER Doe COMMENrs Q TSC l5anniversar " Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL. Drawing Title: EMERGENCY LIGHTING PLAN Project No: 10421114 Drawn By: BDB Checked By: Scale: Permit #: DFG AS NOTED D10 -322 SEPARATE Drawing Number 5CC 36 of 36