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Permit D08-143 - WESTFIELD SOUTHCENTER MALL - BOSS WEAR - TENANT IMPROVEMENT
TT8OU TIVJk }tEW'JEIDELLf1OS 9L8v }TVM ssoa Design Occupant Load: 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://wwwcitukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -143 Occupant /Tenant: BOSS WEAR Building Address: 2876 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RETAIL Occupancy Group /Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y 131 BUILD I f G 0 CIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES CitAbf Tukwila Parcel No.: 6364200010 Address: 2876 SOUTHCENTER MALL TUKW Suite No: Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: doc: IBC -10/06 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 Tenant: Name: BOSS WEAR Address: 2876 SOUTHCENTER MALL , TUKWILA WA Contact Person: Name: KEITH SMITH Address: 1725 WESTLAKE AVE N , SEATTLE WA 98109 Phone: 206 - 713 -4076 Contractor: Name: SWINERTON BUILDERS Address: 260 TOWNSEND ST , SAN FRANCISCO CA 94107 Phone: 415 - 984 -1248 Contractor License No: SWINEB *992DR DEVELOPMENT PERMIT DESCRIPTION OF WORK: NEW TENANT IMPROVEMENT FOR A RETAIL VANILLA SHELL, PROVIDING MECHANICAL, PLUMBING, ELECTRICAL AND CONSTRUCTION Value of Construction: $165,500.00 Fees Collected: $3,004.08 Type of Fire Protection: SPRINXLERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 * * continued on next page ** • Permit Number: D08 -143 Issue Date: 05/02/2008 Permit Expires On: 01/14/2009 Expiration Date: 12/28/2008 D08 -143 Printed: 07 -21 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: Permit Center Authorized Signature: governing this work will be complie The granting of this pe construction or the p Signature: Print Name: doc: IBC -10/06 City 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 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: N I hereby certify that I have read and ' ed this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. t\- Permit Number: D08 -143 Issue Date: 05/02/2008 Permit Expires On: 01/14/2009 Date: a oes not presume to give aut : ty to violate or cancel the provisions of any other state or local laws regulating ce of work. / I a thoriz 9. sign and obtain this development permit. l,) Date: 7 (--oa This permit shall become null and void if the work is not co enced 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 inspec 'on. D08 -143 Printed: 07 -21 -2008 Parcel No.: 6364200010 Address: 2876 SOUTHCENTER MALL TUKW Suite No: 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 Tenant: Name: BOSS WEAR Address: 2876 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: KEITH SMITH Address: 1725 WESTLAKE AVE N , SEATTLE WA 98109 Phone: 206 - 713 -4076 doc: IBC -10/06 Citylf Tukwila • Contractor: Name: SWINERTON BUILDERS Address: 260 TOWNSEND ST , SAN FRANCISCO CA 94107 Phone: 415- 984 -1248 Contractor License No: SWINEB *992DR DEVELOPMENT PERMIT Permit Number: D08 - 143 Issue Date: 05/02/2008 Permit Expires On: 12/23/2008 Value of Construction: $165,000.00 Fees Collected: $2,932.20 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 Expiration Date: 12/28/2008 DESCRIPTION OF WORK: NEW TENANT IMPROVEMENT FOR A RETAIL VANILLA SHELL, PROVIDING MECHANICAL, PLUMBING, ELECTRICAL AND CONSTRUCTION * *continued on next page ** D08 -143 Printed: 07 -10 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City GOTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D08 - 143 Issue Date: 05/02/2008 Permit Expires On: 12/23/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: 7 k,0-0 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. Signature: Date: / / ° / Print Name: C 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. doc: IBC -10/06 008 -143 Printed: 07 -10 -2008 Cityi Tukwila Parcel No.: 6364200010 Address: 2876 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: WESTFIELD - VANILLA BOX Address: 2876 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: 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 Contact Person: Name: KEITH SMITH Address: 1725 WESTLAKE AVE N , SEATTLE WA 98109 Phone: 206 - 713 -4076 Contractor: Name: SWINERTON BUILDERS Address: 260 TOWNSEND ST , SAN FRANCISCO CA 94107 Phone: 415 - 984 -1248 Contractor License No: SWINEB *992DR DEVELOPMENT PERMIT DESCRIPTION OF WORK: NEW TENANT IMPROVEMENT FOR A RETAIL VANILLA SHELL, PROVIDING MECHANICAL, PLUMBING, ELECTRICAL AND CONSTRUCTION Value of Construction: $165,000.00 Fees Collected: $2,872.20 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 doc: IBC -10/06 * *continued on next page ** Permit Number: D08 -143 Issue Date: 05/02/2008 Permit Expires On: 10/29/2008 Expiration Date: 12/28/2008 D08 -143 Printed: 05 -02 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City &Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D08 -143 Issue Date: 05/02/2008 Permit Expires On: 10/29/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Signature: Date: Print Name: doc: IBC -10/06 Date: OS1 l I hereby certify that I have read and - - ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied - t , 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 performance of work. I am . o ' ed to sign and obtain this development permit. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -143 Printed: 05 -02 -2008 Parcel No.: 6364200010 Address: 2876 SOUTHCENTER MALL TUI W Suite No: Tenant: BOSS WEAR 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -143 Status: ISSUED Applied Date: 03/17/2008 Issue Date: 05/02/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 14: 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 doc: Cond -10/06 D08 -143 Printed: 07 -21 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: 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) 27: 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 doc: Cond -10/06 D08 -143 Printed: 07 -21 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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) 28: 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) 29: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: 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) 31: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 32: 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) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 34: 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. 35: Local U.L. central station supervision is required. (City Ordinance #2051) 36: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 37: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 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. doc: Cond -10/06 D08 -143 Printed: 07 -21 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 43: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 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. doc: Cond -10/06 * *continued on next page ** D08 -143 Printed: 07 -21 -2008 • I City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this pe t does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the p rfo ance of wo Signature: Print Name: doc: Cond -10/06 (1- D n-Ni1/4-6 Date: / Z 1 S D08 -143 Printed: 07 -21 -2008 Parcel No.: 6364200010 Address: 2876 SOUTHCENTER MALL TUKW Suite No: Tenant: BOSS WEAR 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 - 143 Status: ISSUED Applied Date: 03/17/2008 Issue Date: 05/02/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: 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 doc: Cond -10/06 D08 -143 Printed: 07 -10 -2008 S 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 Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: 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 nun). (IFC 906.7 and IFC 906.9) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: 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) 27: 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 doc: Cond -10/06 D08 -143 Printed: 07 -10 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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) 28: 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) 29: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: 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) 31: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 32: 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) 33: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 34: 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. 35: Local U.L. central station supervision is required. (City Ordinance #2051) 36: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 37: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 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. doc: Cond -10/06 D08 -143 Printed: 07 -10 -2008 • 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 43: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 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. 1f you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * * continued on next page ** D08 -143 Printed: 07 -10 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: ; (:'`-e--_ Print Name: d/ ( a µ- doc: Cond -10/06 Date: 9- / h. /° r D08 -143 Printed: 07 -10 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 2876 SOUTHCENTER MALL TUKW WESTFIELD - VANILLA BOX PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -143 ISSUED 03/17/2008 05/02/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: 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 doc: Cond -10/06 D08 -143 Printed: 05 -02 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: 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) 27: 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 doc: Cond -10/06 D08 -143 Printed: 05 -02 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • 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) 28: 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) 29: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: 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) 31: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 32: 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) 33: 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 sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 34: 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. 35: Local U.L. central station supervision is required. (City Ordinance #2051) 36: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 37: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 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. doc: Cond -10/06 D08 -143 Printed: 05 -02 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 43: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 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. doc: Cond -10/06 * *continued on next page ** D08 -143 Printed: 05 -02 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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: .rF Print Name: A/i AT //t- -7 A2:1/ ca �D doc: Cond -10/06 D08 -143 Date: ordinances governing or local laws regulating Printed: 05 -02 -2008 SITE LOC'A EION ' n King Ce Assessor's Tax No.: ¥ -mil D / ! "V V 1 _ v 09'j L Suite Number: '� 0 7,1"-a ,/ Tenant Name: , � � 7riffain r New Tenant: Yes ❑..No rinnElliThWingfAi / I Q if %/ WILs/ Site Address: Property Owners Name: Mailing Address: CONTACT PERSON - who do we contact when. your permit is ready to be issued "6,—; Name: Mailing Address: E -Mail Address: Company Name: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 lutp://www.ci.tukwila.iva.us I<5% • 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 ** TOR, ivtt MI 6 VI c 17460, air Contact Person: E -Mail Address: Contractor Registration Number: Lim br ,,517( 9nc1 ( 5Yn Contact Person: E -Mail Address: Q: Wpplications\Forms- Applications On Linel3-2006 - Permit Applicaaon.doc Revised 9 -2006 bh City GENERAL , CONTRACTOR=INFORMATION , _ (Contractor Information for, Mechanical „(pg:4) for Plumbing and Gas Piping Mailing Address: :,ARCHITECT OF RECORD - Alf plans must be wet stamped!6y Architect of'Record .ENGINEER OFIRECORD - AllTlans must be wetstamped by °Engineer. ofRecord Building Permit'No. be) $ ° 'Mechanical Permit No. MO - () g 3 ,Plunibin Permit No ' "O 2 (0 Public • Works. Permit •No. Project No. (For office use only) State Day Telephone: 7© City /� Zi. Fax Numbe}: 2 4b4 D b-O City State Day Telephone: Fax Number: Expiration Date: Floor: Zip Zip IBC m/, N: Sk') (o I Teo' City State Day Telephone: 7 ? 13 4 a j b Fax Number: 7-6 G ei-h Q ao City Day Telephone: Fax Number: Page 1 of 6 State Zip • BUILDING [PERMIT INFORMATION - 106 - 431 -3670 _ (. c 0 6 0 Scope of Work (please provide detailed information): f . G(/ � r et y i / t( UR Ki1 S vl.' 1 r1 l Valuation of Project (contractor's bid price): $ Will there be new rack storage? ❑ Yes Q: Applications \Fonns- Applications On Linen -2006 - Permit Application.doc Revised: 9-2006 bh Existing Building Valuation: $ Y iMPW l/i!T/YI v� E {'ii(/id -ens me( ri No If yes, a separate permit and plan submittal will be required. Provide All Building A ° yeas in 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, pr vide the following: Lot Area (sq ft): l 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: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: Handicap: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers y/ Automatic Fire Alarm K 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. Page 2 of 6 Existing - t , Interior Remodel Addition to < Existing Structure New. - ^ Type of Construction per , IBC Type of "' ° Occupancy per . _ . IBC 1 Floor -.. 2 'a Floor 4 (s7)--. o f3 fi 3' Floor , $. Floors thru Basement Accessory Structure!' - ^� Attached Garage e Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck • BUILDING [PERMIT INFORMATION - 106 - 431 -3670 _ (. c 0 6 0 Scope of Work (please provide detailed information): f . G(/ � r et y i / t( UR Ki1 S vl.' 1 r1 l Valuation of Project (contractor's bid price): $ Will there be new rack storage? ❑ Yes Q: Applications \Fonns- Applications On Linen -2006 - Permit Application.doc Revised: 9-2006 bh Existing Building Valuation: $ Y iMPW l/i!T/YI v� E {'ii(/id -ens me( ri No If yes, a separate permit and plan submittal will be required. Provide All Building A ° yeas in 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, pr vide the following: Lot Area (sq ft): l 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: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: Handicap: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers y/ Automatic Fire Alarm K 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. Page 2 of 6 PUBLIC WORKS PERMIT t INFORM = 20;6 =433 0179 Scope of Work (please provide detailed information): Please refer, to PubliciWorks Bulletin #1 for fees .and estimate sheet:' W ter District ...Tukwila 0... Water District #125 ...Water Availability Provided Call before you Dig: 1 800 - 424 - 5555 ❑ .. Highline ,e er District ..Tukwila ❑ - -- ValVue ❑ .. Renton ❑ ...Sewer Use Certificate 0... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 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 apply): ❑ ...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 ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised 9 -2006 bh ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line El .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) 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 Page 3 of 6 • Unit Type: •.' Qty • Unit +Type:" " - Qty' ..Unit Type:• "t" :. Qty ' • Boiler/Compressor: • • Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct ^ J/ /Thermostat /J / v 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical quipQmept t O Uce r -Pi i1 i T 2/ Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL CONT CTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed inform ion): dc ,q116( li--G iP f- Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... V - Replacement .... ❑ Fuel Type: Electric... Q: UpplicetionsWorms- Applications On Line3-2006 - Permit Application.doc Revised 9 -2006 bh JP / f Indicate type of mechanical work being installed and the quantity below: Gas _1=1 Other: Page 4 of 6 Fixture;i ype: ° , „ . .Qty ,.Fixture Type:„ Qty ;Eixture.Type: ,. .Qty, IFixture Type: T . ; .tQty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Z Water Closet 2 Building sewer or trailer .ark sewer Rain water system — per drain inside buddin) Water heater and/or vent ( Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PL`UIVIBING AND =GASiMPING PERMIT INFORMATION — 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: city State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'I Building Code): <- 5 Occupancy (per Int'l Building Code): Utility Purveyor: Water: Q:Wpplications\Forms- Applications On Line\ -2006 - Permit Application.doc Revised 9 -2006 bh Indicate Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Sewer: Page 5 of 6 S{l•!1KY - '. t , aA /. TER+MIT PLICATION NOTES - Applicable`to alHlperniits to this,applicahon a x 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Mailing Address: 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). Date Application Expires: c1 .7 —d3 Date Application Accepted: Q: Wpplications\Fmms- Applications On LineU -2006 - Permit Application.doc Revised 9 -2006 bh City Day Telephone: Date: VI 1 / State Staff Initials: Page 6 of 6 RECEIPT NO: R08 -02677 Initials: JEM Payment Date: 07/21/2008 User ID: 1165 Payee: DAVID R. WORLEY SET TRANSACTIONS: Set Member Amount NDOIC -1" 4 3 71.88 D08 -168 618.36 D08 -169 60.00 D08 -218 71.88 D08 -219 60.00 D08 -221 60.33 D08 -225 60.33 D08 -240 71.88 M08 -081 60.00 M08 -082 60.00 M08 -083 60.00 M08 -095 71.25 M08 -112 120.00 M08 -113 60.00 M08 -114 60.00 M08 -115 60.00 M08 -116 60.00 M08 -124 60.00 TOTAL: 1,745.91 TRANSACTION LIST: Type Method Description Payment Check 1115 ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.citukwi/a.wa.us SET RECEIPT SET ID: 0717 SET NAME: WESTFIELD REVISIONS TOTAL: Total Payment: 1,745.91 Amount 1,745.91 1,745.91 Account Code Current Pmts 5109 07/21 9710 TOTAL 1745.91 Doc: RECSETS -06 BUILDING - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www. ci. tukwila. wa. us 000/322.100 360.40 000.322.102.00.0 669.00 000/345.830 716.51 TOTAL: 1,745.91 Receipt No.: R08 -02500 Payee: CHAD CONE ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http. / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D08 -143 Address: 2876 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 03/17/2008 Applicant: BOSS WEAR Issue Date: 05/02/2008 Initials: WER Payment Date: 07/10/2008 09:24 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1157 60.00 Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Payment Amount: $60.00 4664 07/10 9711 TOTAL 655.20 doc: Receiot -06 Printed: 07 -10 -2008 Parcel No.: 6364200010 Permit Number: D08 -143 Address: 2876 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 03/17/2008 Applicant: WESTFIELD - VANILLA BOX Issue Date: Receipt No.: R08 -01473 Initials: JEM User1D: 1165 Payee: ERIK S BARTH • 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 185 1,742.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/386.904 RECEIPT Total: $1,742.50 Payment Amount: $1,742.50 Payment Date: 05/02/2008 03:08 PM Balance: $0.00 1,738.00 4.50 2002 05/05 9711 TOTAL 1742.50 doc: Receipt -06 Printed: 05 -02 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D08 -143 Address: 2876 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 03/17/2008 Applicant: WESTFIELD VACANT SPACE Issue Date: Receipt No.: R08 - 00795 Initials: WER User ID: 1655 Payee: ERIK BARTH TRANSACTION LIST: Type Method Descriptio Amount Payment Check 215 1,129.70 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 1,129.70 Total: $1,129.70 Payment Amount: $1,129.70 Payment Date: 03/17/2008 03:07 PM Balance: $1,742.50 0067 03/17 9710 TOTAL 1392.20 doc: Receiot -06 Printed: 03 -17 -2008 Project: k 3055 l A r Type of I spection: I p.....14- E Address: Date Called: Special Instructions: Date Wanted: — 7— 2 0 8 a.m. Requester: Phone No: D08-1 INSPECTION RECORD Retain a copy with permit INSPE O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 j3 70 t Approved per applicable codes. El Corrections required prior to approval. COMMENTS: r P 0(( 1 7 iPA-iU(ki 4P0.16 Date: 7 -73 -OP .00 REINSPECTIONFEE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: A MY.iayi'.i� COMMENTS: Q2A f Address: 2g?G 0` Date Called: Ok to 51.74 k $ /e5 <r« • ,t7 l y Requester: Vr) Pffd Phone No: P o rj clock 51,11‹ j '0'-- Project: Pet5,5 V/Ca/ Type of Inspection: / (( 4 /X Address: 2g?G 0` Date Called: Special Instructions: Date Wanted: �i 7 — 2 2 ! ��L1 a.m. p.m. Requester: Vr) Pffd Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. t / (206)4 -367 0 Corrections required prior to approval. Date: 7 2 e 2 _, o El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: Project: / &305s Lk',- v Type of Inspection: \ S2 / i 6 Address: / :8 7ta /97,4// Date Called: Special Instructions: Date Wanted: � _ U Requester: Phone No: 6_7 93- 025 e_., el r•' INSPECTION RECORD Retain a copy with permit DOB - /y.3 INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION la ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Cat e-c.4 r arn. gt, 04 pi I Inspector: Date: 7/ #241 El $60.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: VI 43 S4 C;4, 0 130,k Type of Inspection: Dieti NI Address: z_rvo A L L Date Called: Special Instructions: Date Wanted: —7/11 l OF a.m. p. Requester: Phone No: 2 o, - 743 - 31 17 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Inspector. I pproved per applicable codes. Corrections required prior to approval. 'Date: 1 1 17 El $60.00 REINSPECTION FEE REQ RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: pyA &lead.- S iti CS eur eL 414. Address: 41 4.// .go— D e..0U+44 d. F, 're (Act /k ea/ Peale /ra-4 + v T cc a ICI a e / c.A / 4 dS Date Wanted: ��,���� �a.rp�, p.m. Requester: Phone No: Project: / .... ) 1o ss &lead.- of Inspection: 54.sp. Gci I Address: 41 4.// D ate Called: Special Instructions: 1 I : 3 i ' Date Wanted: ��,���� �a.rp�, p.m. Requester: Phone No: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dag -1y3 pproved per applicable codes. El Corrections required prior to approval. ri $60,a i REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: P V.44 ct TE Type of Inspection �V� Ad / Date Called: co � � )Q Special Instructions: Date Wanted: ( ,„ Requester: 1 Phone No: n . IMM INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -36 g... Approved per applicable codes. Doe- I y31 PERMIT NO. Corrections required prior to approval. ,.• COMMENTS: sw ' .61-41 is A e_ D u LL 1fr..4 A rrat t‘its ,. tii Rte. 1 c.z.e Inspector: Z LL stel itto Date: to El $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: ,. a. t - .. Proj � Type Inspection: .. ��l3 A res 7; ii Q/ ! � / Date Called: Special Instructions: Date Wanted: / .,- _ P p.m. Requester: Phone No Q.06 - 75 3-37/ 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Des-w3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 'C 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 El Corrections required prior to approval. 1 1 iS} "M o Otg- ( j e Approved per applicable codes. COMMENTS: .f Inspector: Q c 114.640ap (Date: c 6 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 00. Call to schedule reinspection. 1 Receipt No.: 'Date: COMMENTS: / g Type Inspection: t/6 Address: Ole ' 4011G.r 4 re- ro rn.4 Date Called: eve e.ld ;,&side- - izsli ore Sri e/ , -_ Date nted r OU a. Requester: s. /UP J a" I5 ;,IG litetity Phi : 'J Wadi ila b �, r wt cc� ./ Project' ,�� g Type Inspection: t/6 Address: / Date Called: Speci Date nted r OU a. Requester: Phi : ..‘....z_ ....3445 INSPECTION RECORD Retain a copy with permit D i' INSPECTION NO. � PERM NO. CITY OF TUKWILA BUILDING#IVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: (Date: i i/ J ... Ct5 $6 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pal at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: (Date: Pr ject: s uk ( i ) N 0, CMl1(( h/ GO ) I Q, 341 ve Type of Inspection p1 W 41/) r ii ( \ 1 W\ 1 0 4 I 13U141/ ✓ Address: 2 g 7 (0 1/ 1 4 1 J Date a eT II d: . I ()1►'v l_ _ C Special Instructions: 4 Date Whet di o � m Requester: ki ) (1(IV Al, ✓ Ii w ( MA v9r►iA Anitit 10 -e 1 J i-t tk,t (SVVkti✓ f IL Phone No: Rie Alive rut t,) -(1 ( a T pto " Iw1j • COMMENTS: ( i ) N 0, CMl1(( h/ GO ) I Q, 341 ve 1 -* 'r,4k 1 M e 111 Ct 1 C IVA "Ii41490 p1 W 41/) r ii ( \ 1 W\ 1 0 4 I 13U141/ ✓ ' ) /V 0 '--( Ay ✓e• • a fkP P 1 ( A-ki :3 r” . I ()1►'v l_ _ C 7 ('l d11 biro L/ - 1 - 0 oUIr 11V I('��}}�.tt 1/ '- {( VA -,- . 6_, ki ) (1(IV Al, ✓ Ii w ( MA v9r►iA Anitit 10 -e 1 J i-t tk,t (SVVkti✓ f IL , ti41 IditA.)0( --F'r 1 IA VA-, fi Rie Alive rut t,) -(1 ( a T pto " Iw1j • CZ.r° 6 1 1- v r9v 4 ' IA -1411 10 0 t Insp1• r: ) - Date: —7 i - 1°- iLf3 INSPECTION RECORD Retain a copy with permit INSPE N NO. PERMIT -N CITY OF TUKWILA BUILDING DIVISION .12 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. ❑ 5 .00 REINSPECTION FED REQUIRED. Pri r o inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. 1 the schedule reinspection. Date: Rec pt No.: Proje • Vh7 _ .. s,► U;'c"` "-- ._ ._ _ ype o Inspection: R Addre s' 7 ill P 0 Date Called: Special Instructions: Date W nted: afi Requester: P ne N (0 -J (-6- / Z. a INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sojthcenter #1 ukwila, WA 98188 PERMIT Ni. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: pif 1- 4/1,s o� Inspector: Date: LI $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: �,'), j j e /d ed, Type of Inspection: k --- 0 9rI/JLJ h. Address: ,2 49 7 6 4 Date Called: Special Instructions: Date Wanted: ■ S --- , -5 -- Oc�'_ p.m. Requester: Phone � aG- 7 53 - 7/ 7 1 INSPECTION RECORD Retain a copy with permit 1)6(9 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION t. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: p/l eG'p aeI 7 (1 e GL// Inspectoryl Z Date// fl $58.0 s f' EINSPECTION FEE REQUIRED. Prior o inspection, fee must be pai s at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Ins ection: r e r S5 + Sr e_ k', 1. Address: Suite #: 91? S •C . mkt Contact Pe on: Special Instructions: Phone No.: Permits: ILI Occupancy Type: it"- FIA(e.-55 k\&+ t). --- o , •••• - • • . .. W ...- d.a.Q+..s- M -e -.a - •G A.L. P -- 4tT -v a ---..a• wi. • 7 -.A - 0- '1 ..1. N...-tip .. • t . dr..* ti.... r .• .... .,- ... -•- - -t- Project: j, 9 Ib SeN 0 et0�1e -- Type of Ins ection: r e r S5 + Sr e_ k', 1. Address: Suite #: 91? S •C . mkt Contact Pe on: Special Instructions: Phone No.: Needs Shift Inspection: }-' Sprinklers: ` '' 4 " . Fire Alarm: Hood & Duct: a/ Monitor: C d(N.or) Pre -Fire: Permits: ILI Occupancy Type: it"- r ftl4WAX00 4 45rieftgal: --- INSPECTION NUMBER ` �7 'Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word/Inspection Record Form. Doc Y 1/13/06 Ooh- IN PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 ri Corrections required prior to approval: Inspector: 5 -i y Date: '719 i / 1 xt $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 Project: a t jeic i TyRe Inspection: Address: D. S.74 Suite #: 5 C Alk-L-- Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT -1 • 5-(9.- 1 "13 PERMIT NUMBERS 444 Andover Park East. Tukwila, Wa. 98188 206 proved per applicable codes. Word/Inspection Record Form.Doc 1/13/06 Corrections required prior to approval. COMMENTS: 5f 1AL ()k_ Inspector: Date: Hrs.: 0.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: t) SS ,/(/ ✓ Type of Inspection: F. Em? • L h / ``t Pc 4,, Address: 3.7 6 S M q 1, Suite #: / Contact Person: Ei- i Qu r-4 L-■ Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre- Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 �nrinvar Park Fast_ Tukwila- Wa. 98188 206-575-4407 COMMENTS: 3), S r i l I Q . — G . 6 1 3i c +1. c\ C -l-v r q, P 7C t G , (i r e&, o .s i- co, d -4- o v c0rr, do,. - � -p�,.. S cr Ity , vp L. V 4v ey- /UeO'Inq %A'.c4.,r tia 5 4 � r\e. — s LI 1.Q ewe ‘-e e r ) � fAi) I 1 Inspector: 1/ Date: -- 0 -vg rs.. Approved per applicable codes. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 L)b3 I t= -� PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 113 Project: Li a t,‘L Sprinklers: , . Type of Inspection: 4 7 1 -ti Aro Co ' f2 Address: :,") ce 7 4,, Suite #: (7, ( rs A t L. Contact pers9n: c ..-0 tac Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: INSPECTION NUMBER Tu kwila. Wa. 98188 206-575-4407 CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain a, copy with permit Word/Inspection Record Form.Doc 1/13/06 T.)0 1 4-12, oR— 3),2_ PERMIT NUMBERS Corrections required prior to approval. COMMENTS: cY7 11 30 c9 r KA.,7 cooeiz- 0 Inspector: , Hrs.: $80.00 REINSPECTION FEE REQUIRED., You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: VA aM Type of Inspection: S Address: - v61 to S C AAkt.L, Suite #: Contact Person: C +4 c — W, c. Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: • Fire Alarm: Hood & Duct: Monitor: t Pre -Fire: Permits: Occupancy Type: ;tay. ?rr•6�r cY.'± gWa�:: e�y r.:.rxaawe"sr�:Ha- ai?:aA.�rr'±s :;�• -. i INSPECTION NUMBER • ' ' •- • ..... .. p . INSPECTION RECORD Retain a copy with permit ' CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa: 98188 206 - 575 -4407 .�� Approved per applicable codes. COMMENTS: Viet, D p s -- 0 t� { _ Inspector: f1 J 5 Date: 4 It) /U$ Hrs.: �- _ E $8.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 ri Corrections required prior to approval. PERMIT NUMBERS T .D. Form F.P. 113 . r.,. +6% Project Info Project Address 2876 Southcenter Nall Date 3/16/2008 Tukwila, WA 98188 For Building Department Use Applicant Name: smith Smith Applicant Address: 1725 Westlake Ave. N, Suite 210 Applicant Phone: Seattle, WA 98109 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms FELE C F farm@t Mc). D08' 143 Revised July 2007 MAR 1 2008 PEhi ii t t J i EF-. Project Info Project Address 2876 Southcenter Mall Date 3/16/2008 Tukwila, WA 98188 For Building Department Use 101 Applicant Name: Keith Smith Applicant Address: 1725 Westlake Ave. N, Suite 210 Applicant Phone: Seattle, WA 98109 Project Description 101 • New Building . Addition 74 Afteration 74 Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive • Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) 3 96.0 • No changes are being made to the lighting 104 • Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 101 Ll - CANOPY MTD. LINEAR FLUORESCENT 24 96.0 2304.0 101 12 - RECESSED FLUORESCENT 12 26.0 312.0 103 Ll - CANOPY MTD. LINEAR FLUORESCENT 3 96.0 288.0 104 L1 - CANOPY MTD. LINEAR FLUORESCENT 2 96.0 192.0 Location (floor /room no.) Occupancy Description Allowed Watts per f? •• Area in ft Allowed x Area 101 retail 1.50 3676.0 5514.0 103 stock room 0.50 376.0 188.0 104 toilet 0.80 130.0 104.0 2006 Washington State Nonresidential Energ Code Compliance Form Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Allowed Watt Revised July 2007 5806.0 Total Proposed Watt sl 3096.0 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed mabmum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. Use' LPA (W /sf) Use' LPA (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, ho institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations" 1.0 Cafeterias, fast food establishments restaurants/bars 1.3 Post office 1.1 Dormitory 1.0 Retail' retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gvmnasia assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ", storage areas 0.5 Hotel banquet/conference /exhibition hall "" 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory' shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms. elevator lobbies 0.8 Prescriptive Spaces Occupancy: O Warehouses, storage areas or aircraft storage hangers 0 Other Qualification Checklist tn Note: If occupancy typed, the number of fixture answer is checked, fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. tf not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) • Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T -4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballas 3. LED lights. 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 TABLE 15 -1 Unit Lighting Power Allowance ( LPA is Footnotes for Table 15 - 1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three -quarter- height partitions (transparent or opaque). and lighting for free- standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. • 2006 Washington State Nonresidential Energ Code Compliance Form Lighting Power Allowance Adjustments LTG -LPA 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 12876 Southcenter Mall 'Date 3/16/2008 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances fo interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor /room no.) 101 103 Occupancy Description SALES STOCK ROOM Allowed Watts per ff •* 1.50 0.50 Ceiling Height for this room 12.0 feet 12.0 feet Ceiling Height limit for this exception** 12 feet 12 feet Adjusted LPA Watts per fe 1.50 0.50 '• From Table 15 -1 based on exceptions listed in footnotes Lighting, Motor, 2006 Washington State Nonresidential and Transformer Permit Plans Checklist LTG -CHK Energy Code Compliance Forms Revised July 2007 Project Address 2876 Southcenter Mall 'Date 3/16/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Requires Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations E no 1513.2 Area controls Maximum limit per switch no 1513.3 Daylight zone control Schedule with type and features, indicate locations n. a . vertical glazing Indicate vertical glazing on plans n.a. overhead glazing Indicate overhead glazing on plans no 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timer w /backup Indicate location E_1 no (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations E_1 no 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans no 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 (Max. watts 'Indicate watts for each exit sign 1 131 LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture type lamps, ballasts, watts per fixture no 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) yes I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency IM -2 1 TRANSFORMERS (Section 1540) yes ( 1540 (Transformers (Indicate size and efficiency 1E_2 1 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: r June 19, 2008 Keith Smith 1725 Westlake Avenue N Seattle, WA 98109 RE: Letter of Incomplete Application # 1 — Revision #1 Development Permit Application D08 -143 Westfield - Vanilla Box — 2876 Southcenter Mall Dear Mr. Smith, This letter is to inform you that your revision to your permit application received at the City of Tukwila Permit Center on June 13, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the following comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenwer service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. S'; cerely, Bren a a o t Permit Coordinator Enclosures File: D08 -143 • Department of Community Development Jack Pace, Director PAPermit Center\Incomplete Letters\2008\DO8 -143 Incomplete Ltr 41 -Rev 41.DOC jem • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Determination of Completeness Memo Date: June 17, 2008 Project Name: Westfield Vanilla Box Permit #: D08 -143 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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 revision to the vanilla box indicates interior tenant improvements (TI). The vanilla box permit shall be for a store shell enclosure only. Tenant improvements for these spaces shall be under a separate permit. Final inspections shall be complete for the shell vanilla box permit prior to starting work on the TI. Apply for a TI permit providing the name of the tenant, occupancy type, and all relative details with specifications for that tenant. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. April 4, 2008 Keith Smith 1725 Westlake Avenue N, Suite 210 Seattle, WA 98109 RE: CORRECTION LETTER #2 Development Application Number D08 -143 Westfield — Vanilla Box — 2876 Southcenter Mall Dear Mr. Smith, 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: Allen Johannessen, at 206 - 433 -7163 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) complete 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 messenj'er service. If you have any questions, please contact me at (206) 431 -3670. Brenda Holt Permit Coordinator encl File No. D08 -143 wer • Cizy of Tukwila Department of Community Development Jack Pace, Director [(Ivy P:\Permit Center\Correction Letters \2008\D08 -143 Correction Ltr #2.DOC • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • • Date: April 4, 2008 Project Name: Westfield Vacant Space Permit #: D08 -143 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan 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. Previous letter item 1), (shown below in item 2 below), indicated walls parallel to the corridors extend all the way up to the upper deck. Where details are shown for the 1 hour wall extending up to the upper structure above for corridor walls the note "Hold down for ventilation return" does not apply to those walls, only adjoining tenant spaces or as required for the relative block/sections of tenants where the drywall is required to have a 6" space at the top of the walls. Please check all notes with details to show the correct construction of all wall assemblies and adjust reference keys as necessary. 2. Some of the perimeter wall partitions for the vacant space appear to be referencing or are keyed to incorrect detail specifications. Typically the tenant spaces are arranged in various blocks where adjacent tenant walls of the adjoining tenants within those blocks including interior tenant partition walls are kept 6 inches down from the upper structural deck ceiling to allow for a return air plenum system. However tenant walls that parallel mall and service corridors are to extend all the way up and seal to the upper deck Please review the wall details along with all exterior and interior wall partitions to ensure the tenant walls are keyed to the correct wall details. Coordinate with the mall for all required corridor wall construction. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. March 26, 2008 Keith Smith 1725 Westlake Avenue N, Suite 210 Seattle, WA 98109 RE: CORRECTION LETTER #1 Development Application Number D08 -143 Westfield Vacant Space — 2876 Southcenter Mall Dear Mr. Smith, 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: Allen Johannessen, at 206 - 433 -7163 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) complete 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, Brenda Holt Permit Coordinator encl File No. D08 -143 • City of Tukwila P:\Permit Center \Correction Letters\2008\D08 -143 Correction Ltr #1.DOC wer • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Date: March 25, 2008 Project Name: Westfield Vacant Space Permit #: D08 -143 Plan Review: Allen Johannessen, 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. Some of the perimeter wall partitions for the vacant space appear to be referencing or are keyed to incorrect detail specifications. Typically the tenant spaces are arranged in various blocks where adjacent tenant walls of the adjoining tenants within those blocks including interior tenant partition walls are kept 6 inches down from the upper structural deck ceiling to allow for a return air plenum system. However tenant walls that parallel mall and service corridors are to extend all the way up and seal to the upper deck. Please review the wall details along with all exterior and interior wall partitions to ensure the tenant walls are keyed to the correct wall details. Coordinate with the mall for all required corridor wall construction. 2. Please identify adjacent tenants, spaces, service corridors and mall corridors. Tukwila Building Division Allen Johannessen, Plan Examiner Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D08 -143 PROJECT NAME: BOSS WEAR SITE ADDRESS: 2876 SOUTHCENTER MALL Original Plan Submittal DATE: 7 -14 -08 Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: B it gvisiol Publi Works ,g,, Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP rob U Fire Prevention IJ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Jirt 11 4- - 1 1 ii Planning Division Permit Coordinator DUE DATE: 7-17-08 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 ROUT NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 8 -14 -08 Approved n Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -143 DATE: 07 -02 -08 PROJECT NAME: BOSS WEAR SITE ADDRESS: 2876 SOUTHCENTER MALL X Response to Incomplete Letter # 1 Original Plan Submittal Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: B ng Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28 -02 OPERMIY COORD COPY 41/ PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural Incomplete n TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n Planning Division ❑ Permit Coordinator n n DUE DATE: 07-03 -08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DATE: Not Applicable ❑ Not Approved (attach comments) DUE DATE: 07 -31 -08 Permit Center Use Only . CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Comments: ACTIVITY NUMBER: D08 -143 DATE: 06 -13 -08 PROJECT NAME: WESTFIELD VANILLA BOX SITE ADDRESS: 2876 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Buil•A g l'vision Public Works PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 11 DETERMINATION OF COMPLETENESS: (Tues., Thu s.) DUE DATE: 06-17-08 Complete n Incomplete Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Fire Prevention Structural Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials TUES/THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 4b LETTER OF COMPLETENESS MAILED: n n No further Review Required DATE: Planning Division Permit Coordinator n DUE DATE: 07-1508 Approved n Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -143 DATE: 04 -07 -08 PROJECT NAME: WESTFIELD VACANT SPACE SITE ADDRESS: 2876 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: L Bui i lg ► ISlon � 4 Public Works n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Approved with Conditions Fire Prevention n n DATE: DATE: Planning Division Permit Coordinator DUE DATE: 04 -10-08 Not Applicable DUE DATE: 0 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Ision Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -143 DATE: 03 -28 -08 PROJECT NAME: WESTFIELD VACANT SPACE SITE ADDRESS: 2876 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued V 4)6 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division n Permit Coordinator TUES/THURS ROUTI G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DATE: El DUE DATE: 04-01 -08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 04-29 -08 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: / Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -143 DATE: 03 -18 -08 PROJECT NAME: WESTFIELD VACANT SPACE SITE ADDRESS: 2876 SOUTHCENTER MALL X Original Plan Submittal _ Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 0 4 14 A 3 , DDB DiVition Complete Comments: Please Route Documents/routing slip.doc 2 -28 -02 • • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP P l�ic�Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03-20-08 u TUES/THURS ROUTING: REVIEWER'S INITIALS: 51 � Alm, 1 ? Fire Prevention Incomplete APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n DATE: DATE: �'""�, Ikla.. PI nnl g Division Permit Coordinator Not Applicable Structural Review Required No further Review Required 1 1 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DUE DATE: 04 -17 -08 Not Approved (attach comments) Fi Permit Center Use Only CORRECTION LETTER MAILED: 1 2" . 1 M(/ - OD Departments issued corrections: Bldg Lb Fire ❑ Ping ❑ PW ❑ Staff Initials: ®1 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 Old lu Lai .r'►" `1- l0--0( WI. Summary of Revision: - N of Zile" rivvvi ". I P ' ,QQ . fiNytl ( 'f cc Received by: 8 it-t. �,Jo .y& Received by: C,h0, of an REVISION . DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF TA 1-, � 1 � L � Summary Summary of Revision: GACYn41 IN '( t PARK - iuflnta -e - A 1 -ei-U ci'fco Get (4, I-14 fA -+ p f G'rL67 ( 'f cc Received by: 8 it-t. �,Jo .y& REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: 4 J V SITE ADDRESS: iZl 0 trAd..1114 ;14t • REVISION LOG PERMIT NO: 170$ - 11-ib ORIGINAL ISSUE DATE: 402492 (please print) (please print) (please print) (please print) (please print) Date: Project Name: 7/1W 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 Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 1 ' t LA-0E( \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 PViQP/l• ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 2- after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner a8'7 4 60 1. 1 47 te-,• /11,4 11 VG / 4 r7 ox. 7rrr e��c.. Sheet Number(s): f "/. / 4 - "Cloud" or highlight all areas of 'revision including date of revision • Plan Check/Permit Number: Bo( - / �3 tfr e: ReAt4:€ C e e s S ay; es h rn 1 54,o Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Boss W4 C ''ire. -1 P] ( I 4 At /4 /34)) Project Address: Contact Person: f (2,, -€.j P-e.6 ; carsQ Phone Number: 8/ 2r 8 2.3 Summary of Revision: eh,1.: e Pia n a 416-1e...4 re■clec P i"e s 5 p4.?' -t i �'x Re I / Ply rev.'s lc) re pc/eel- /O 1 /` Me ess p 4_ . Work b e. de' e L 1/4/7 / /-c /fix 6e. / I CtTv" 4 i,llJI 1 4 2000, PERMri • ,::q • City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7/ /6S • Response to Incomplete Letter # / ❑ Response to Correction Letter # • Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: We- 5 . e�� (, & 2 , //,q &'7C Project Address: :2E3'74 /( Contact Person: / ' c_4 P �La�, ' ��,— Phone Number: Summary of Revision: �4 /( 6, L Ls141/ ��- �- � h-7_ l /- , / z U4 d Pzece_ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 01'1 2 2-1 7) iapplications\forms- applications on line.revision submittal Created: 8 -13 -2004 o..aa.,l• 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 Plan ChecWPermit Number: 2 6 • Z7/ / - 1I 3 Steven M. Mullet, Mayor Steve Lancaster, Director e/8 - /z - ' css Zve t,r t'Rv Rw JUL 0 2 7008 PFgMIT C�iV7�k /V; fyy.pr, 441:4 b s� tac• • u.,, Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4,/ /�o� Plan Checic/Permit Number: D I> 8 - / 43 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # (LRevision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 64 ei et Va ; (tC 8 6 Project Address: —2 k 7 4 Se it_ 11 l Contact Person: MaAer c fed / / Co,/iL Phone Number: .24'6 - 8b Z - 6 67/ Summary of Revision: Z141 � ` xiure p/ , r,' 6h rev; 5 e.,f v r'e '/e /� G�ccii 4 o 07c 7�i1 r / ham � /S eA'ca LI e l r g p /a,-, rev / S �-C �v r e�/eU" de/e/ o era7 e_ //,, 7 / e/ r , o (� / A - `t� / a de e4 /v ) /l i 57 ,- Lr,) // ST�r���. -a� �e r e r 5 /2) red /.S de le /4) 4.7 froAr,- Sheet Number(s): 7 / 4- -1 4 -4. / ..4 -2 4 --3 A- -41 1 4 -5 "Cloud" or highlight all areas of revision including date of revision I 1 AAj Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ail i(.e `applicationslfonm- applications on line\revision submittal Created: 8-13 -2004 • 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:/lwww.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED JUN 16 2008 rEHMI1 CENTER • ❑ Response to Incomplete Letter # [Er Response to Correction Letter # 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 'Entered in Permits Plus on 1 4. -. 7%- 0 g Sheet Number(s): 4 "Cloud" or highlight all areas of revision including date of r Received at the City of Tukwila Permit Center by: . lepplicationslfatms- applications on Iinerrevision submittal 2— Date: 7 (.° Fl Plan Check/Permit Number: 1)0/ — / -3 Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: W -ems / eld Va 19; / /4 ,' X / Project Address: a22'7c &t .> C�, k.' 014' 1/ t 7 � /-1- 9'/ 8'S ) Contact Person: Kr; /41 4 Phone Number: .2O 6 - 3t3- S V .5 Summary of Revision: /qe.4) 3 deA /7 .4 / A CITY OF TUKWILA APR 07 2008 PERMI CENTEP Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: .01-4) Plan Check/Permit Number: .2c 8 - % 43 ❑ Response to Incomplete Letter # ern OF ArvitA Er Response to Correction Letter # / MA 2 8 2008 ❑ Revision # after Permit is Issued PERMIT i th ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: L4J04 — i e / b G. d,., r S 4,c Project Address: ° f Th #& // V / 7 kW ; / � Gv4 9 g/ g Contact Person: /<e; 44 Sn, , " , Phone Number: - ?Ref - 5� Summary of Revision: Sew . / P na r ✓e N I'eu,` S. ,,Y, d P L , , r Q d eLae_,T1.,�� nr /1 CO ern a re4 s Sheet Number(s): A " r • 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: h#p: / /www.ci.tukwila.wa.us "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: `( Entered in Permits Plus on \applicationslfonau- applications on line zcvision submittal Steven M. Mullet, Mayor Steve Lancaster, Director v. width co. March 27, 2008 Allen Johannessen City of Tukwila Building Department Tukwila, WA 1 • RE: CORRECTION LETTER #1 Development Application Number D08 -143 Westfield Vacant Space — 2876 Southcenter Mall Dear Allen, Below is the responses to your correction letter dated March 25, 2008. I. Some of the perimeter wall partitions for the vacant space appear to be referencing or are keyed to incorrect detail specifications. Typically the tenant spaces are arranged in various blocks where adjacent tenant walls of the adjoining tenants within those blocks including interior tenant partition walls are kept 6 inches down from the upper structural deck ceiling to allow for a return air plenum system. However tenant walls that parallel mall and service corridors are to extend all the way up and seal to the upper deck. Please review the wall details along with all exterior and interior wall partitions to ensure the tenant walls are keyed to the correct wall details. Coordinate with the mall for all required corridor wall construction. a. The plans and wall details have been revised to reflect the conditions stated, see Sheet A - I. 2. Please identify adjacent tenants, spaces, service corridors and mall corridors. a. The plans have been revised, see Sheet A - I. If you require any further information, please don't hesitate to phone me at (206) - 713 -4076. Regards, Keith L. Smith, AIA principal Architecture I Design 1 Planning I Retail 1725 w e s t l a k e avenue north s u i t e 2 1 0 seattle, Washington 98109 206.838.5485 p 206.464.0700 f Kind of Fixture Fixture Units No. 01 Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 4-- Sink, bar or lavatory 2 1 2...---- Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 2, Water closet, tank or valve, >1.6 GPF 8 4 t King County Department of Natural Resources and Parks Wastewater Treatment Division b418- 19 Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type d a v /M/ Propert y, Street Wf City Owner's Nam wg ' r ef ' , e Subdivision Name Lot # Subdiv. # Block # eA,i 1/ Building Name Owner's Ph (if ap i .•e 7 ) � e Number (wi irea Code) Property Contact Phone Number (with Area Code) Owner's Mailing Addre s AlintirMiiiMOgr Total Fxture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = X RCE 20 L k A. Fixture nits Fixture Units x Number of Fixtures = Total Fixture Units Property Tax ID # 3C-4 — 0 0 / Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? 0 Yes 0 No Was building on Sanitary Sewer? ❑ Yes 0 No Was Sewer connected before 2/1/90? ❑ Yes Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? 0 Yes 0 No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility / roces Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ RCE 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE MAR 17 2008 Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correc . I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of c• • -d •.t. f• determination of a revised capacity charge. j Signature of Owner /Representative 1d / . Date Print Name of Owner /Representative License Information License SWINEB *992DR Licensee Name SWINERTON BUILDERS Licensee Type CONSTRUCTION CONTRACTOR UBI 409013296 Ind. Ins. Account Id CHIEF FINANCIAL OFFICER Business Type CORPORATION Address 1 260 TOWNSEND ST Address 2 City SAN FRANCISCO County OUT OF STATE State CA Zip 941071790 Phone 4159841248 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/19/2001 Expiration Date 12/28/2008 Suspend Date Separation Date Parent Company Previous License SWINEW *336J4 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date GILLETE, JAMES R CHIEF EXECUTIVE OFFICER 03/19/2001 BRINKHOFF, RANDALL DEAN CHIEF FINANCIAL OFFICER 08/05/2005 SUNDGREN, DONALD ERIC PRESIDENT 08/05/2005 CHAPMAN, JOHN BRYAN SECRETARY 08/05/2005 GRAY, LYN M SECRETARY 12/15/2002 Look Up a Contractor, Electra n or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Page 1 of 4 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SWINEB *992DR 05/02/2008 BOSS WEAR , l 28 C NTER mALL TuKwILA WA 981887 \ /� ' /\ ,, PROJECT GENERAL NOTES �� PROJECT DATA \ f ` - -__ - LA _. RD NOTES DRAWING INDEX PROJECT DIRECTORY 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING. 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: i A. TO COLUMN CENTER LINE B. TO FINISH FACE OF CMU OR GWB. 7 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVER . 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY ARCHITECT OF UNEXPECTED CONDITIONS. 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE S , UNLESS NOTED OTHERWISE. 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDE STOOD TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS R COLUMNS INDICATED. 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED ( OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTEFOR LOCATION OF WATER RESISTANT GWB. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROC WAREWASH AND WET AREAS. 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. ( 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. ( 13. PROVIDE ONE TYPE 5E- 2A -10BC FIRE EXTINGUISHER PER 3,O00 SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. // 14. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NONRATED-,, PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED PARTITIONS. 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE AND/OR ACOUSTICAL FIRE STOP MATERIAL. ISOLATION OF SPACES WITH APPROPRIATE 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS LISTED, UNO. 18. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. 19. MODIFY THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL LANDLORD CONTRACTOR SHALL OBTAIN A NECESSARY PERMITS. 20. SPRINKLER HEADS MOUNTED IN HARD (GWB) CEILINGS TO BE FULLY RECESSED WITH WHITE CAPS. 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER RATING CRITERIA. 22. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED. 23. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS. 24. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND CASEWORK. ADDRESS: 2876 SOUTHCENTER MALL -� - ARCHITECT: MECHANICAL ' PLUMBING: EL MALL MECHANICAL ELECTRICAL ENGINEERS: TENANT COORDINATION MANAGEMENT smith co. LLC 1725 Westlake avenue n. suite 210 Seattle, WA 98109 t: 206.383.54850 f: 206.464.0700 PROJECT MANAGER: Keith Smith & Yashavant Kulkarni ENGINEERING 39371 SPANISH BAY PLACE DAVIS, CA 95616 t: 480 515 3639 CTRICAL: Yashavant Kulkarni ENGINEERING 39371 SPANISH BAY PLACE DAVIS, CA 95616 t: 480 515 3639 MONTROSS & ASSOCIATES, A.P.C. & 2081 BUSINESS CENTER DRIVE, SUITE 218 IRVINE, CA 92612 (949) 553 -9005 T (949) 553 -9007 F CONTACT: PAUL TERNSTROM WESTFIELD CORPORATION TENANT COORDINATION - SOUTHCENTER 14TH FLOOR, 1161 WILSHIRE BLVD. LOS ANGELES, CA 90025 (310) 478 -4456 T (310) 575-5991 F Josh Kimmel (310.893.4761 WESTFIELD TFIELD SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 (206) 246 -0423 T 1. ILLUMINATED SIGNAGE SHOULD BE CONTROLLED BY TIME CLOCK, LIGHT LEAKS FROM CASEWORK NOT PERMITTED. LANDLORD MUST APPROVE, IN WRITING, ALL PROPOSED SIGNAGE PRIOR TO INSTALLATION. 2. ALL CABLING AND WIRES TO BE CONCEALED. AUDIO WILL NOT BE PERMITTED. 3. SNEEZE GUARDS TO BE BUTT JOINTED, FRAMELESS, NO VERTICAL SUPPORTS WITH SQUARE EDGE DETAIL /UV BONDING 4, ALL LIGHTING REQUIREMENT TO BE INSTALLED WITHIN FLOATING RETAIL. LIGHTING TO BE SURFACE MOUNTED TO COUNTER DURING FABRICATION. 5. TENANT MUST INSTALL LANDLORD APPROVED LATEX- RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR I`INISH. THE MEMBRANE MUST LAP UP PERIMETER WALLS UNDERNEATH THE COVED BASE TO MIN. HT. OF 12 "AFF. AND UNDER THE COVED BASE OF THE DISPLAY CABINETRY INSIDE OF THE RETAIL SPACE. 6 . ALL MECHANICAL & PLUMBING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED, BRACED AND INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. TENANT SHALL MAKE ALL CONNECTIONS TO THE UTILITY SERVICES PROVIDED. 7. FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2 ". TENANTS WITH HIGH WATER USAGE SHALL PROVIDE AND INSTALL A DOMESTIC WATER SUB - METER. TENANTS SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE. WATER PIPING SHALL BE TYPE 'L' HARD COPPER TUBE ABOVE GRADE AND TYPE 'K' SOFT COPPER TUBE BELOW GRADE. WATER HEATERS SHALL BE ELECTRIC. $ . FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO INSTALL AN EARTHQUAKE VALVE. g TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL [TELEPHONE BASED ON THE FOLLOWING: 4$$ VOLT THREE- PHASE, FOUR WIRE, 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOATING KIOSKS: 200A (208Y / 120V) -(2) 3" CONDUIT. ELECTRICAL SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH LANDLORDS CRITERIA AS OUTLINED IN THE DESIGN MANUAL. 10. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER. ARCHITECTURAL T -1 GENERAL INFORMATION A-1 CONSTRUCTION PLAN A A -1.1 FIXTURE PLAN A -2 FLOOR FINISH PLAN A -3 REFLECTED CEILING PLAN A-4 INTERIOR ELEVATIONS /SECTIONS A-4.1 INTERIOR ELEVATIONS A -5 ENLARGED TOILET PLAN /ELEVATIONS A -6 ENLARGED FIT ROOM PLAN /ELEVATIONS ELECTRICAL E -1 ELECTRICAL POWER PLANS E -2 ELECTRICAL LIGHTING PLAN E -2 ELECTRICAL PANEL SCHEDULES MECHANICAL M -1 MECHANICAL PLANS M -2 MECHANICAL SCHEDULES M -3 MECHANICAL SPECIFICATIONS P-1 PLUMBING PLAN r �`� v 1 foot - candle at doorways TUKWILA,�W,- 98'F8�288� -_ _ .' . ~- '�/ CON�,STRZTCTION TYPE_ _ 7 CONSTRUCTION TYPE: ',7 TYPE II -B UNPROTECTED NONCOMBUSTIBLE OCCUPANCY GROUP PRIMARY OCCUPANCY: M- MERCHANTILE INCIDENTAL OCCUPANCY: GROUP S1 APPLICABLE CODES: 2006 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2006 NATIONAL ELECTRIC CODE WITH WASHINGTON STATE AMENDMENTS CHAPER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER- FREE DESIGN INCLUDING ICC /ANSI A117.1 - 2003 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE 2006 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ALL LOCAL ORDINANCES HAVING JURISDICTION / NUMBER OF EMPLOYEES NA / OCCUPANCY SQ. FOOTAGE 4182 SQ. FT. T S1 - STOCK 336 SF /300= 2 M - SALES 3846 SF /30 = 129 TOTAL OCCUPANT LOAD 131 POSE USE: MERCHANTILE- RETAIL �- �` /,� / � „,_ ' '��/ SITE PLAN PROJECT LOCA ION Space 170 0 r .. i �\ ..__ mervye SEPARATE SUBMITTALS I macys r _S FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. NORDSTROM - SCOPE OF WORK L JCPeriney BUILDING: THE WORK INCLUDES, BUT NOT LIMITED TO INTERIOR TENANT IMPROVEMENTS AND FINISHES, ITEMS FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR AND ITEMS FURNISHED AND INSTALLED BY THE OWNER WITH FINAL CONNECTIONS BY THE CONTRACTOR. THE WORK ALSO INCLUDES, BUT NOT LIMITED TO, INTE AND STOREFRONT � SIGNAGE, HVAC SYSTEMS, ENERGY MANAGEMENT SYSTEMS, PLUMBING AND ELECTRICAL/LIGHTING SYSTEMS. ON SITE: NO WORK I'� zro` _ _ ' . =,211 �. J _ � _ � � - e _ • Ia 1 I Y , i J -� q.4 Ii a "" p ;-- o` � �-� � � E �- ,. ��II `" • • • � - "" �� "' ": � ii --/F � � i a � = ;:! �� �� " ' (j) 1 ...cm.-- SCALE: N.T.S. FOR ADDITIONAL ABBREVIATIONS ARCHITECTURAL ABBREVIATIONS SEE OTHER DESIGN DISCIPLINES ARCHITECTURAL SYMBOLS ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT T.O.W. TOP OF WALL A.F.F. ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS APPROX. APPROXIMATE EXIST. EXISTING LT.WT. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS UTIL. UTILITY B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWISE BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE BLKG. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER RECD. RECEIVED V.I.F. VERIFY IN FIELD BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION W/ WITH BTWN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED WD. WOOD C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WDW. WINDOW C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WHS. WELDED HEAD STUD C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT CLR. CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR WT. WEIGHT CLG. CEILING GA. GAUGE MTG. MOUNTING S.I.O. SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD DTL, DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP. SUSPENDED DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY FINISH SYSTEM JT. /JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SYMBOLS NORTH ARROW , PROJECT NORTH ( (� ITEM S.LO MATERIALS REVISION CLOUD OR N.I.C. DETAIL ,; . - DETAIL IDENTIFICATION ' CUT LINE - DEFINES THE �_ ? - ` TAILED ELEMENT / 3 1\ ARROW / � - I / 1I / ` ) AND DELTA 2 \\ -::.‘,','• GYPSUM BOARD � .__L___/ A8.01,1._ - - SHEET WHERE DRAWN DOOR WALL SECTION DETAIL IDENTIFICATION (2580A) --- CUT LINE - DEFINES THE - -- \ ETAILED ELEMENT WINDOW, 2 _� A7.01 l � LOUVER -- - -SHEET WHERE DRAWN BUILDING SECTION \ - -- DETAIL IDENTIFICATION 6 EQUIPMENT __._ A3.01 --- - - S HEE T WHERE DRAWN �4 \__. EXTERIOR ELEVATION 9 - DETAIL IDENTIFICATION R OOM 8 ROOM � TRUE NORTH INDICATOR :.:: a1 CONCRETE ITEM S.O.I.0 MARK l _ - - DOOR CODE - EFER TO SCHEDULE ' " A.F.F WORK, CONTROL 50 .. - ti ii OR S.I.C. SC . n -u . EARTH SLOPE DOWN OR DATUM POINT Mai GRAVEL SLOPE DIRECTION = CMU OR BRICK WITH DATUM MARK NEW CONSTRUCTION - SHOWN SOLID RECITE OR 11$" PER FOOT MARK PLYWOOD / RIGID INSULATION - WINDOW t SPRINKLER MAIN / NUMBER - REFER / �� BATT INSULATION TO SCHEDULE .,�. � EXISTING MARK -- PROPERTY LINE -SHOWN WOOD MEMBER CONSTRUCTION TO REMAIN LIGHT BACKGROUND L WOOD BLOCKING - EQUIPMENT lo■ro Ell MI MI NUMBER - REFER TO SCHEDULE - FENCE x x x -- x x x x x - MARK - ROOM NAME EXISTING I IJ( FINISHED WOOD // / ILO ACOUSTICAL TILE 1 _" �� STEEL CONSTRUCTION TO BE g ALUMINUM .( 16.027' SHEET WHERE DRAWN [ 100 T-- BREAKLINE REMOVED SHOWN DASHED ROOM NUMBER \ - E.LF.S. ` - - - / ^ INTERIOR ELEVATION \ 2 DETAIL IDENTIFICATION A 5.03 6 / 7 - -- -- SHEET WHERE DRAWN \ / COLUMN % i GRIDS WALL X - �, TYPE MARK r te _ WALL TYPE 0 FE I SOUND INSULATION _. FIRE EXTINGUISHER _ _ NOTE ____-/ smit c c 2876 Southcenter Mall Tukwila, WA 98188 318 terry avenue n 206.464.0700 f Seattle, Washington 98109 ���� NCB � 206.838.5485 p 206.713.4076 m 1 ksmith @smithco.org http: / /www.smithco.org/ Consultant BY Date: Consultant Registration Issues and Revisions No. Date 1 02.08.08 2 03.26.08 3 04.07.08 4 05.05.08 5 05.30.08 6 07.08.08 VL se occ f " Project Number 02006088.00 Scale AS NOTED Template 4.3 (12 0101) F� ;•. py Permft N r 1 PIar revffW approval 13 Subject to el7013 and omission Approval of an ion docurnerds does not maize the viollatjo�n�o}ff any adopted code or office. Recd pt I � `i �r' f and - . • w,.. 2 fc)2 Dfy of Tukwila BUILDING DIVISION PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS ISSUE EG ,•,cyaleiNS be made to the s {� No � f work without pnor . • • Tukwila Building Division. ire a new plan subs Aldl Computer File CW05- 2008- T1.DWG T -1 6294 Pot ‘-1 Description GENERAL INFORMATION Architect Registration REGISTERED ARCHITECT KEITH L SMITH STATE OF WASHINGTON Issues By Check ncincrim Project Name WESTFIELD SOUTHCENTER MALL All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. KLS KLS KLS KLS KLS KLS i 2 FIXTURE PLAN SCALE 3/16' I I 1 1 TIC D - - - I I I I L 23'- -2 7 PATH OF EGRESS AT 44" -1 1 1 1 1 1 1 1 1 r 1 1 1 1 1 1 1 1 J0'— • • / e i 30'— \V 2876 Southcenter Mall Tukwila, WA 98188 smith co. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http://vvwvv.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 2 03.26.08 3 04.07.08 4 05.05.08 5 05.30.08 6 07.08.08 Project Name WESTFIELD SOUTHCENTER MALL Scale AS NOTED Issues Template 4.3 (1 2 U 1 U 1) A -1. 6294 PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS ISSUE EGRESS REVI COMP�� CO APPR+DVED JUL 15 2008 CitvOr BUILDING Architect Registration REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON SECEWE ant 1'I A A r JUL. L By Check KLS KLS KLS KLS KLS KLS Project Number 02008018.00 REVISION Description FIXTURE PLAN p Computer File CW05- 2008— A11,DWG All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. + 14' -0" AFF + 8' -O" AFF 8' -0" AFF a 0 11 5 IN SEISMIC ZONES; COMPRESSION POST @ 12' ON CENTER EACH WAY IN THE FIELD AND 6' MAXIMUM FROM WALL EDGE STRUTS TO BE TIGHT TO CEILING GRID AND STRUCTURE ABOVE. LOCATE STRUTS ON MAIN RUNNERS. T -BAR VERTICAL SUSPENSION WIRES: #12 WIRE @ 4' -0" ON CENTER EACH WAY LOCATE ON MAIN RUNNERS, ALSO, LOCATE 8' OFF OF EACH WALL FOR BOTH MAIN AND CROSS RUNNERS, LATERAL BRACING REQUIRED (4) 1412 WIRES SECURED AT 12' - 0' O.C. MAX. AND 6' MAX. FROM WALLS AND SPLAYED 90° @ 45° ANGLE MAXIMUM FRO PLANE OF CEILIN H,D, T -BAR SYSTEM CROSS RUNNER T -BAR SYSTEM MAIN RUNNERS SHALL BE RESTRAINED W /POP RIVET PER SYSTEM MANUFACTURERS RECOMMENDATIONS NOTE: SCREW ALL LIGHT FIXTURES TO T -BAR PROVIDE #12 SLACK WIRES ATTACHED TO EA. FIXTURE AT TWO OPPOSING CORNERS CEILI \G BRACING T -BAR) MAIN RUNNER ; SELF - TAPPIN 1 1 -5/8' DRY ', WALL SCREWS @ 24° O.C. `. PERIMETER WIRE - -r WALL ANGLE TYPICAL 3 -TURNS MIN, AT WIRES, TYPICAL 3/4' DIA. RIGID METAL CONDUIT 8' -6' 1' DIA. RIGID METAL CONDUIT 10' -0' SINGLE 2 -1/2' x 20 GA. METAL STUD (MIN. 018 IN,)11' -6' BACK TO BACK 2 -1 /2'x 20 GA, METAL STUD 15' -0' SCREWED TOGETHER @ 24' D,C, NOT TO SCALE 3/4' MIN. WALL ANGLE 2 MIN. STRUT SIZE MAX. LENGTH ■RMA ■i'■ •iilllllllll■ • V • • MENEM ••■M■■ ■1 ■1■■ ■■IlllllrN- ■■MME REFLECTED CEILING PLAN SCALE: 3/16' = 1' -O C7 D ■ ■tee■ WIN. E Emig R •1 •• ■■III ■TIME ■■MBE ■■M■■ ••=1• O B /4' 0'/ 12' -0' MAXIMUM - 1( 4' - O' MINIMUM 1 CEILI \G BRACI \G IN SEISMIC ZONES; COMPRESSION STRUTS @ 12' -0' ON CENTER EACH WAY, 3/8' MINIMUM CLEAR CROSS RUNNER OR MAIN, TYPICAL. NOTE: TIE TO ADJACENT G MAIN, AND TO L CROSS RUNNERS, PLAN SECTION SUSPENDED CEILING FINISH FLOOR NOT TO SCALE + 14' -0" AFF Du'- D MENEM ■ ■S■■ ■■N■■ ■I■00 M ■O■■ ■I■■■ ■■■■ ■■ii■■ ■■. ■• \ (5) + 15' -0" AFF VERIFY 0 + 12' -0" AFF AT LIGHT FIXTURE ATTACH NO 12 GAUGE HANGER WIIRE WHICH SHALL BE ATTACHE TO THE GRID MEMBER WITHIN 3' OF EAC CORNER OF EACH FIXTURE, TYPICA EACH LIGHT FIXTURE TO HAVE 2 NO. 12 GAUGE HANGER WIRES ATTACHED @ OPPOSITE CORNERS, FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE, ONE @ EACH END,TYP LIGHT FIXTURE NOTE: LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT EA. END SUSPE \DED CLG. @ LIGHT NOT TO SCALE REFLECTED CEILING LEGEND E - EXISTING FIXTURE R - RELOCATED FIXTURE N - NEW FIXTURE LIGHT TRACK WITH HEADS 2 X 4 FIXTURE PRISPATIC 2 X 2 FIXTURE PARABOLIC 0 RECESSED DOWN LIGHT MECHANICAL CONTRACTOR'S NOTE CEIUNG MOUNTED MECHANICAL EQUIPMENT TO REMAIN. G.C. TO RELOCATE SUPPLY AND RETURN DIFFUSERS AS NECESSARY PER NEW WALL LAYOUT. G.C. TO VERIFY THAT THE LOCATION OF THE EXISTING EQUIPMENT DOES NOT INTERFERE WITH NEW CONSTRUCTION. X A/C SUPPLY GRILLE RETURN AIR GRILLE a EXHAUST FAN / LIGHT COMBO EXIT SIGN — CEILING MOUNTED EMERGENCY LIGHT — CEILING MOUNTED lose 4' STRIP LIGHT CONTRACTOR'S NOTE WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF WORK, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2876 Southcenter Mall Tukwila, WA 98188 aait w . 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 2 03.26.08 3 04.07.08 4 05.05.08 5 05.30.08 6 07.08.08 Issues Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018,00 Description FLOOR P L A N 6294 Computer File CW05- 2008— A3,DWG Scale AS NOTED Template 4 3 (12 0101) A -3 Architect Registration REGISTERED ARCHITECT , KEITH L SMITH STATE OF WASHINGTON PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS ISSUE EGRESS BB L9 9 A I LJ L By Check �� � �:1t? �.•cW kti��� All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. K LS KLS KLS KLS KLS KLS W S LD SOU C N R MA w i _ NANT IMPROVEMEN REVISIONS . TUKWILA ch anges shall trade t o the scope am of of wo 7 Icwl NEE: p sionswiti require a new p b lttal - a nil don rev ew • PROJECT GENERAL NOTES PROJECT DATA PROJECT DIRECTORY In711..1A LANDLORD NOTES DRAWING INDEX 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING. 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: A. TO COLUMN CENTER LINE B. TO FINISH FACE OF CMU OR GWB. 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY ARCHITECT OF UNEXPECTED CONDITIONS. 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR COLUMNS INDICATED. 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR LOCATION OF WATER RESISTANT GWB. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROOMS, WAREWASH AND WET AREAS. 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 13. PROVIDE ONE TYPE 5E- 2A -10BC FIRE EXTINGUISHER PER 3,000 SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. 14. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NONRATED, PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED PARTITIONS. 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE OP MATERIAL ISOLATION OF SPACES WITH APPROPRIATE AND/OR ACOUSTICAL FIRE STOP 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS LISTED, UNO. 18. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. 19. MODIFY THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. 20. SPRINKLER HEADS MOUNTED IN HARD (GWB) CEILINGS TO BE FULLY RECESSED WITH WHITE CAPS. 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER RATING CRITERIA. 22. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED. 23. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS. 24. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND CASEWORK. ADDRESS: 2876 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 CONSTRUCTION TYPE EXISTING/ NEW CONSTRUCTION TYPE: TYPE II -B UNPROTECTED NONCOMBUSTIBLE OCCUPANCY GROUP PRIMARY OCCUPANCY: M- COVERED MALL INCIDENTAL OCCUPANCY: GROUP A3 & GROUP B APPLICABLE CODES: 2006INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2006 NATIONAL ELECTRIC CODE WITH WASHINGTON STATE AMENDMENTS CHAPER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER- FREE DESIGN INCLUDING ICC /ANSI A117.1 - 2003 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE 2006 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ALL LOCAL ORDINANCES HAVING JURISDICTION NUMBER OF EMPLOYEES NA OCCUPANCY SQ. FOOTAGE 4182 SQ. FT. OCCUPANT LOAD = 140 TOTAL SQ. FEET 4182 SQ. FT. PROPOSE USE: MERCHANTILE- RETAIL SEPARATE SUBMITTALS ARCHITECT: smith co. LLC 1725 westlake avenue n. suite 210 Seattle, WA 98109 t: 206.383.54850 f: 206.464.0700 PROJECT MANAGER: Keith Smith MECHANICAL & Yashavant Kulkarni ENGINEERING PLUMBING: 39371 SPANISH BAY PLACE DAVIS, CA 95616 t: 480 515 3639 ELECTRICAL: Yashavant Kulkarni ENGINEERING 39371 SPANISH BAY PLACE DAVIS, CA 95616 t: 480 515 3639 MALL MONTROSS & ASSOCIATES, A.P.C. MECHANICAL & 2081 BUSINESS CENTER DRIVE, SUITE 218 ELECTRICAL IRVINE, CA 92612 ENGINEERS: (949) 553 -9005 T (949) 553 -9007 F CONTACT: PAUL TERNSTROM TENANT WESTFIELD CORPORATION COORDINATION TENANT COORDINATION - SOUTHCENTER 14TH FLOOR, 1161 WILSHIRE BLVD. LOS ANGELES, CA 90025 (310) 478 -4456 T (310) 575 -5991 F Josh Kimmel (310.893.4761 SOUTHCENTER MANAGEMENT 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 (206) 246 -0423 T 1. ILLUMINATED SIGNAGE SHOULD BE CONTROLLED BY TIME CLOCK, LIGHT LEAKS FROM CASEWORK NOT PERMITTED. LANDLORD MUST APPROVE, IN WRITING, ALL PROPOSED SIGNAGE PRIOR TO INSTALLATION. 2. ALL CABLING AND WIRES TO BE CONCEALED. AUDIO WILL NOT BE PERMITTED. 3. SNEEZE GUARDS TO BE BUTT JOINTED, FRAMELESS, NO VERTICAL SUPPORTS WITH SQUARE EDGE DETAIL /UV BONDING 4. ALL LIGHTING REQUIREMENT TO BE INSTALLED WITHIN FLOATING RETAIL. LIGHTING TO BE SURFACE MOUNTED TO COUNTER DURING FABRICATION. 5. TENANT MUST INSTALL LANDLORD APPROVED LATEX- RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE MEMBRANE MUST LAP UP PERIMETER WALLS UNDERNEATH THE COVED BASE TO MIN. HT. OF 12 "AFF. AND UNDER THE COVED BASE OF THE DISPLAY CABINETRY INSIDE OF THE RETAIL SPACE. 6. ALL MECHANICAL & PLUMBING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED, BRACED AND INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. TENANT SHALL MAKE ALL CONNECTIONS TO THE UTILITY SERVICES PROVIDED. 7. FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2 ". TENANTS WITH HIGH WATER USAGE SHALL PROVIDE AND INSTALL A DOMESTIC WATER SUB - METER. TENANTS SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE. WATER PIPING SHALL BE TYPE 'L' HARD COPPER TUBE ABOVE GRADE AND TYPE 'K' SOFT COPPER TUBE BELOW GRADE. WATER HEATERS SHALL BE ELECTRIC. 8. FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO INSTALL ^ "' EARTHQUAKE VALVE. HQ . TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL /TELEPHONE BASED ON THE FOLLOWING: 488 VOLT , THREE - PHASE, FOUR WIRE, 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOATING FOOD KIOSKS: 200A (208Y / 120V) -(2) 3" CONDUIT. ELECTRICAL SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH LANDLORDS CRITERIA AS OUTLINED IN THE DESIGN MANUAL. 10. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER ARCHITECTURAL T -1 GENERAL INFORMATION A -1 CONSTRUCTION PLAN A -1.1 FIXTURE PLAN A -2 FLOOR FINISH PLAN A -3 REFLECTED CEILING PLAN A-4 INTERIOR ELEVATIONS /SECTIONS A-4.1 INTERIOR ELEVATIONS A -5 ENLARGED TOILET PLAN /ELEVATIONS A -6 ENLARGED FIT ROOM PLAN /ELEVATIONS ELECTRICAL E -1 ELECTRICAL POWER PLANS E -2 ELECTRICAL LIGHTING PLAN E -2 ELECTRICAL PANEL SCHEDULES Perm MECHANICAL M -1 MECHANICAL PLANS PI3r review =t' M -2 MECHANICAL SCHEDULES Approval o f cp . M -3 MECHANICAL SPECIFICATIONS the violation , -, of 1 g B Date: SITE PLAN _ PROJECT / LOCA Space ION 170 _ macys y I - t �� FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. NORDSTROM f l 4 ' SCOPE OF WORK _ 1 JCPenney r ��: \, __-_. BUILDING: THE WORK INCLUDES, BUT NOT LIMITED TO INTERIOR TENANT IMPROVEMENTS AND FINISHES, ITEMS FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR AND ITEMS FURNISHED AND INSTALLED BY THE OWNER WITH FINAL CONNECTIONS BY THE CONTRACTOR. THE WORK ALSO INCLUDES, BUT NOT LIMITED TO, INTERIOR AND STOREFRONT SIGNAGE, HVAC SYSTEMS, ENERGY MANAGEMENT SYSTEMS, PLUMBING AND ELECTRICAULIGHTING SYSTEMS. ON SITE: NO WORK i Ir- j t j y ta 4ta x J d i u ' � �' IN ° w $; ' -'-; - p� - ri I - ' �_ • d t_ '_ : ` � it � �:" Qi n liii1 " '� �` .� 1►-S °�-� � = Y� ��" ... r I L� ; i '` +- SCALE: N.T.S. FOR ADDITIONAL ABBREVIATIONS ARCHITECTURAL ABBREVIATIONS SEE OTHER DESIGN DISCIPLINES ARCHITECTURAL SYMBOLS ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT T.O.W. TOP OF WALL A.F.F. ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS APPROX. APPROXIMATE EXIST. EXISTING LT.WT. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS UTIL. UTILITY B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWISE BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER RECD. RECEIVED V.I.F. VERIFY IN FIELD BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION W/ WITH BTWN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED WD. WOOD C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.Q. ROUGH OPENING WDW. WINDOW C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WHS. WELDED HEAD STUD C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT CLR. CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR WT. WEIGHT CLG. CEILING GA. GAUGE MTG. MOUNTING S.I.O. SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN COL. COLUMN G.C. GENERAL CONTRACTOR N.I.G. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL. D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP. SUSPENDED DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY FINISH SYSTEM JT. /JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SYMBOLS NORTH ARROW - r DETAIL IDENTIFICATION ( \ I I ITEM 510 MATERIALS DETAIL PROJECT NORTH '., - CUT LINE - DEFINES THE fc • ARROW - -- REVISION CLOUD OR N.I.C. - - -- - - - - -. -. �^ AND DELTA - - _ _ ,( 3 DETAILED ELEMENT x 2 ) GYPSUM BOARD 1 - TRUE NORTH A8.01,.<„, t - - - SHEET WHERE INDICATOR -- .. 4 CONCRETE ITEM S.O.LC - .� DRAWN DOOR MARK WALL SECTION 1,.. • - DOOR CODE - - -- DETAIL IDENTIFICATION (2580A) REFER TO CUT LINE - DEFINES THE - SCHEDULE ' 50' - 0 _ " A.F.F. _ _ WORK, CONTROL OR S.I.C. �u��n =n EARTH SLOPE DOWN OR DATUM POINT Ma GRAVEL SLOPE DIRECTION M CMU OR BRICK WITH DATUM MARK NEW CONSTRUCTION - SHOWN SOLID /2\ TAILED ELEMENT ( WINDOW, RECITE OR 1/8" PER FOOT _ • PLYWOOD 1 RIGID INSULATION A7.01 /-... LO UVER MARK -- - - SHEET WHERE DRAWN - WINDOW - SPRINKLER MAIN � NUMBER - REFER !\Ml1� GATT INSULATION 14 /, BUILDING SECTION - J TO SCHEDULE II WOOD MEMBER CONSTRUCTION TO REMAIN �� LIGHT BACKGROUND l.. WOOD BLOCKING - - - - DETAIL IDENTIFICATION EXISTING 6 i EQUIPMENT MARK - ... PROPERTY LINE - SHOWN - EQUIPMENT - A3.01 o � - - SHEET WHERE DRAWN / ' NUMBER - REFER , 24 \ \ _ _./ TO SCHEDULE EXTERIOR ELEVATION - - FENCE �- DETAIL IDENTIFICATION ROOM MARK - x , - 4 8 ROOM-- ROOM NAME EXISTING I J� FINISHED WOOD / rialiii ACOUSTICAL TILE L_ 7,1' STEEL CONSTRUCTION TO BE ALUMINUM ,, A3.02) S HEET WHERE DRAWN j 100 BREAKLINE �� REMOVED SHOWN DASHED _ ROOM NUMBER - - / INTERIOR ELEVATION 2 ) COLUMN 5 DETAIL IDENTIFICATION T 1 A5.03 6 GRIDS WALL 1 X t \ _ . -\/ - TYPE MARK - WALL TYPE ) FE - � - - - - E.E.I.F.S. F.S. SOUND INSULATION FIRE EXTINGUISHER SHEET WHERE DRAWN 7 I X - NOTE 2876 Southcenter Mall Tukwila, WA 98188 smith co. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206/13.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ LE s t tam �dYel i9 subject to errors and emissions. documents does not authorize adopted 3�L1� WO Or Cam• apt i P.II�At conditions Is admowledged: City of Tukwila UILDINC DIVISION Consultant Registration 6294 Architect Registration REVIEWED For- ODE ww ® APrRO ED No. 1 2 3 4 5 Date 02.08.08 03.26.08 04.07.08 05.05.08 05.30.08 RECEIVED CITY OF TUKWILA Issues PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS ISSUE By Check KLS KLS KLS KLS KLS Project Nam Project Number 02006088.00 WESTFIELD SOUTHCENTER MALL Description GENERAL INFORMATION Computer File CW05-- 2008- T1.DWG Scale AS NOTED Template 4 � I ! 1 All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. T -1 WALL PARTITION DOOR SCHEDULE SEE RESPONSABILITY SCHEDULE ON Ti. FINISH LEGEND SEE RESPONSABILITY SCHEDULE ON Ti. ATTACH TO NO. ROOM NAME DOOR SIZE DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH HARDWARE GROUP NOTES NO. MATERIAL MANUFACTURER SPECIFICATIONS P - 1 PAINT DUNN EDWARDS DE6389 FALLEN ROCK GWB BY LL 1 1 I � - w------- 6" SLOTTTED TRACK (5LP - TRK OR EQ.) ATTACH TO STRUCTURE ABOVE 3 5/8" 20 GAGE METAL _ . STRUCTURE ABOVE SALES SIDE 2X4 SUSPENDED 2X4 SUSPENDED OR DED � O FRONT ENTRY 6' - 0" X 7' -0" ALUM /GLASS GLASS ALUM. ANOD. ALUM. © 4, 5, 6 P-2 PAINT DUNN EDWARDS DEC765 BONE P -3 PAINT DUNN EDWARDS DEC740 SANDCASTLE 2X4 SUSPENDED C©UNG OR GWB - I I — _ 11 2X4 SUSPENDED CEILING OR GWB O STOCK ROOM 3' -0" X 8' -0" METAL [P -2� METAL [P =2� ® 1, 2, 5, 6, P -4 PAINT DUNN EDWARDS DEA112 EXUBERANT ORANGE �� CORRIDOR SIDE SEE FINISH NOTES FOR FLOOR FINISH 1 r P - 5 PAINT DUNN EDWARDS DEC794 SAHNA SPRINGS STOCK ROOM SIDE SEE FINISH NOTES FOR FLOOR FINISH 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8 GYPSUM BOARD ON ONE SIDE. RES - MOON SIDE SEE FINISH NOTES FOR FLOOR FINISH 4 3 I ! 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE ONE LAYER 5/8' GYPSUM BOARD. SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. SEE FINISH NOTES FOR FLOOR FINISH 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM = BOARD TO 6" ABOVE FINISHED CEILING.. I I I STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD. TENANT TENANT SIDE SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH il SIDES O3 RESTROOM 3' X 6 - 8 " METAL P -2 METAL P -2 ® 1, 2, 5, 6, P - 6 PAINT DUNN EDWARDS DEC5522 PALM FROND P -7 PAINT DUNN EDWARDS DEC791 CLOUD 4 REAR EXIT 3' - 0" X 7' - 0" 20 MIN. RATED METAL P -2 METAL P -2 O 3, 4, 5, 6, 9 P - $ PAINT DUNN EDWARDS DE6042 BEAR IN MIND 1 SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. STOCK ROOM SIDE P - 9 PAINT DUNN EDWARDS DEW383 COOL DECEMBER DOOR HARDWARE F -1 MARBLE 11LE DAL TILE M417 EMPERADOR LIGHT 18X18 O ENTRY PUSH /PULL HARDWAREE W/ LOCKSET, CLOSER F-2 CARPET INTERFACE FLOR VENNER 5036 POPLAR 19.69X19.69 ' /, ''' ' NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. /' %' /.% NOTE ALL STEEL STUDS AND BOTTOM ON BOTH // ; % MUST BE SCREWED TOP SIDES. . " %'% / /./ NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH i %/ %%i MUST BE SCREWED TOP SIDES. F - 3 MARBLE TILE DAL TILE M417 EMPERADOR DARK 18X18 ® PRIVACY LEVER HARDWARE (BRUSHED CHROME) NEW LOCK. KICK PLATES ON BOTH SIDES. F -4 CARPET INTERFACE FLOR 1ST AVENUE 8144 TAUPE 19.69X19.69 F - 5 QURTZ 11LE DAL TILE NQ -13 BLACK SUEDE 24X24 , 1 WALL PARTITION '' WALL PARTITION • F ' 5 1 HOUR WALL PARTITION UL NO. U465 © PANIC BAR HARDWARE WITH ALARM AND CLOSER F -6 CARPET INTERFACE FLOR FLATIRON 2ND AVENUE 8161 WOOSTER 19.69X19.69 F -7 QURTZ TILE DAL 11LE NQ -50 CULTURED PEARLS 24X24 DOOR NOTES F -8 CARPET INTERFACE FLOR URBANSCAPES COLLECTION NEW URBAN SEAL 8238 19.69X19.69 ATTACH TO STRUCTURE ABOVE F -9 CONCRETE EXISTING CLEAN AND SEAL 1 6" SLOTTTED TRACK _ (SLP -TRK OR EQ.)� ATTACH TO STRUCTURE ABOVE HOLD GWB DOWN FOR VENTILATION RETURN TENANT SIDE 1. NEW DOOR SUPPLIED, INSTALLED AND FINISHED BY LLG.C.. ALL NEW DOOR OPENINGS ARE NONBEARING OR NON SHEAR WALLS. 3. SERVICE DOOR BUZZER WITH BUZZER STATIONS ABOVE CEILING AT CASHWRAP AND OFFICE. 4. EXIT DOORS SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE 5. INSTALL WALL DOOR STOPS AT HEIGHT OF DOOR KNOB AT ALL DOORS THAT SWING INTO OR OUT TOWARD A WALL 6. INSTALL DOOR SILENCERS. 7. SALES TO CORRIDOR DOOR TO HAVE A DORMA DOOR CLOSER WITH MODEL �C - DSTHO `HOLD OPEN ARM" 8. LLG.C. TO INSTALL A WIDE ANGEL PEEP HOLE F-10 MALL TILE BY MALL CONFIRM WITH MALL 6" SL01 1 ILO TRACK (SLP -TRK OR EQ.) ATTACH TO STRUCTURE ABOVE HOLD GWB DOWN FOR VENTILATION RETURN 3 5/8" 20 GAGE METAL F -11 VCT MOHAWK CH17 ANTIQUE WHITE 12X12 ' 1 /- 1- ST I I - 2X SUSPENDED CEILING OR GWB 1 G -1 GROUT POLYBLEND #95 SABLE BROWN STOCK ROOM SIDE 6" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD. TENANT SIDE - . '`1 1 1 1 G - 2 GROUT POLYBLEND #386 OYSTER GRAY ' �. �r 3 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH STUDS AT 16" O.C. WITH ONE LAYER 5 8 GYPSUM / " BOARD. 1 . . , I 6" 20 GAGE METAL STUDS AT 16 O.C. W1111 ONE LAYER 5/8" GYPSUM _ BOARD. G -3 GROUT POLYBLEND 0 CHARCOAL \ 3 5/8" 20 GAGE METAL G - 4 GROUT POLYBLEND #11 SNOW WHITE STUDS AT 16" O.C. WITH ONE LAYER 5/8 " GYPSUM BOARD ON ONE SIDE. RESTROOM SIDE SEE FINISH NOTES FOR FLOOR FINISH l 1 I / _i, TENANT SIDE SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH i SIDES _ . _ . ONE LAYER 5/8" GYPSUM y - 't BOARD ON ONE SIDE. CORRIDOR SIDE SEE FINISH NOTES FOR FLOOR FINISH 1 1 7 1 SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN AS 18" O.C. MIN. .145 AT 18" O.0 PAINTABLE FRESTOP SEALANT BOTH i 1 S SEE FINISH NOTES FOR FLOOR FINISH _ 1 . . 1 SECURE BOTTON TRACK TO CONCRETE POWER SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. PAINTABLE FlRES70P SEALANNT T B BOO BOTH SIDES , GENERAL NOTES B -1 6 TILE BASE DAL TILE MATCH WITH ADJACENT TILE SEE FINISHES ABOVE B -2 4" RUBBER BASE ROPPE MATCH ADJACENT CARPET, CONFIRM WITH ARCHITECT T.G.C. TO COVER WINDOWS WITH PLAIN PAPER UNTIL THE END OF CONSTRUCTION. INDOWS MUST THEN BE CLEANED AFTER L REMOVAL AND ANY TAPE ADHESIVE REMOVED. PAPER TO BE REMOVED AND WINDOWS TO BE CLEANED PRIOR TO TURNOVER 2 T.G.C. TO VERIFY DOORS IN THE MEANS OF EGRESS SYSTEM TO BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KN OR EFFORT 3. INTERIOR WALL AND CEILING FINISH MATERIALS IN MERCANTILE OCCUPANCIES SHALL BE GLASS A OR CLASS B 4. T.G.C. SHALL PROVIDE SUFFICIENT NUMBER OF 2A1OBC FIRE EXTINGUISHERS SD THAT A FIRE EJCDNGUISHER CAN BE REACHED WITHIN 75 FEET OF NORMAL TRAVEL FROM ANY POINT IN THE BUILDING. PLEASE TAKE INTO CONSIDERATION THAT FIRE EXTINGUISHERS SHOULD BE LOCATED NEAR EXITS. MOUNTING HEIGHT SHALL BE 4I-EEI A.F.F. MAXIMUM. CL -1 GYP. BD. CEILING NEW PAINTED GYP. BD. P-9 , , .,/. '+/ - NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH \, i. ',/4/,, � , MUST BE SCREWED TOP SIDES. / • ii /ii , , 4(p � // / - � � - - NOTE: ALL STEEL STUDS MUST BE S CREWED TOP AND BOTTOM ON BOTH SIDES. �. ��� /' i NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH V / /i / , , , , /// �� ' ' � '� MUST BE SCREWED TOP SIDES. CL -2 SUSPENDED ACT NEW PAINTED P -9 WC -1 FRP PANELS STRUCTOGLAS WHITE (TO 48" A.F.F. WITH TRIMS, NO EXPOSED FASTENERS.) 5 WALL PARTITION UL NO. U465 ' WALL PARTITION UL NO. U465 '« 1 HOUR WALL PARTITION UL NO. U465 INTERIOR FINISH MATERIALS SHALL BE CLASS A OR CLASS B PER NFPA 101, 24 -3.3, 1997 EDITION. NEW AND PH LL G.0 =ACC L REAR G.C. [ a • 1 ,' l 1II -•• OD C9 CTRICAL AN E BOARD T DOOR COFFIDOR } L. n n NEW RESTROOM FIXTURES BY LL G.C. 7 ' -8 R„ I_ IMO II \ I — CDT a 102 p F -1 •r .4 • 0 ., FLOOR PLAN SCALE: 3/16' -1' -0' 5' - FITROOM__ 104 P -1 5' -98 / 77'- _ ~ -2 DEMISING WALL TO REMAIN. LLG.C. TO PROVIDE r GWB TO DECK 85' _ADJACETETHLANCr 1 219 1 ADJACENT TENANT I2165I NEW DEMISING WALL BY LL G.C. Q NE4I STOREORONT BY LLJG.C. lu Ctifo 1 MALL COMMON 1 00 1 11 1 1 II jti\AED �pLiANC APPROVED JUL 0 8 2009 it City Of Tukwila BUILDIN DMS10 N 2876 Southcenter Mall Tukwila, WA 98188 smith co. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant sultant Registration Architect Registration Issues and Revisions No. Date 1 02.08.08 PERMIT KLS 2 03.26.08 BLDG. CONMENTS KLS 3 04.07.08 PERvIIT CORR. KLS 4 05.05.08 OWNER REVISIONS KLS 5 05.30.08 ISSUE KLS Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description FLOOR PLAN Computer File CW05 2008— A1,DWG Scale AS NOTED Template 4 A -1 6294 Issues By Check 1( ) RECEIVED CITY OF TUKW ILA JUN 16 2008 PERMIT CENTER All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. CORRIDOR 2I FIXTURE PLAN SCALE: 3/16' -1'-0' / / 1 1 1 1 1 I I 1 I 1 1 I I 1 I 1 I 1 I 1 I 1 I PATH OF EGR =SS AT 44" 1 _ _ 1 1 1 1 1 1 I1 -..--I SALES AREA to, 1 1 1 1 1 1 1 - -I- _1 1- - - i 1 1 1 I 1 I JO'— 11 MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The_means of egress illumination level shall not be less than 1" foor- candle of the walking IeveL IBC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. EatenorTanrtlings fare t disci arge doorw y . Consultant EWED FOR DE COMPLIANCL APPROVED JUL 0 8 2 O 206.838.5485 p 206.713.4076 m 206.464.0700 f Consultant Registration City Of Tukwila BUILD ©SI 2876 Southcenter Mall Tukwila, WA 98188 mita c*. 318 terry avenue n seattle, washington 98109 ksmith @smithco.org http: / /www.smithco.org/ Issues and Revisions No. Date 1 REGISTERED ARCHITECT STATE OF WASHINGTON 6294 Architect Registration Issues By Check 1 02.08.08 PERMIT KLS 2 03.26.08 BLDG. COMMENTS KLS 3 04.07.08 PERMIT CORR. KLS 4 05.05.08 OWNER REVISIONS KLS 5 05.30.08 ISSUE KLS ' R 1G CITY OF TUKWILA JUN 16 7(11)8 PmR uci i Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description FIXTURE PLAN Computer File CW05- 2008— A11,DWG Scale AS NOTED Template 4 (1:-'1.11111) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. A - 1.1 — F 4 - CARPET —— n*VMMOM 1 CARPET TO STOCK �5 SCALE: N.T.S. ■ t 0 FL. TRANSITION sttCKROOM ICI coF I CI FINISH PLAN SCALE: 3/16' -1 F -1 1HRESHOLD FIT ROOM 1 MALL FINISH ENTRANCE FL. TRANSITION SCALE: NIS. F -', I ARF'ET IThM??MMMOHM? SALES FLOOR SCALE: N.T.S. FL. TRANSITION H SALES AREA lot C8 SCALE: N.T.S. F 1 FL. TRANSITION F -1 r. EXTERIOR / CONC SLAB THRESHOLD - 5 INTERIOR C ONC SLAB F -4 STOCKROOM TO EXIT rr11 3C - a CONTRACTOR'S NOTE WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF WORK, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AF ILR COMMENCEMENT OF CONSTRUCTION. FLOOR FINISH NOTES AM11CO FLOOR CLEANING PREPARE BRAVO SOLUTION AS PER THE INSTRUCTIONS NOTED ON THE BOTTLE. FOLLOW ALL SAFETY INSTRUCTIONS. PARTICULARLY NOTING THAT A FLOOR CAN BECOME SUPPERY DURING THE STRIPPING PROCESS. APPLY PLENTY OF BRAVO SOLUTION OVER A MANAGEABLE AREA. ALLOW 5 -10 MINUTES CONTACT TIME. EITHER MACHINE SCRUB WITH BLUE 3M PAD OR AGITATE SOLUTION WITH MOP. DO NOT ALLOW SLURRY TO DRY ON FLOOR. EITHER REMOVE SLURRY WITH WET VACUUM MACHINE OR MOP AND BUCKET. RINSE FLOOR TWICE WITH CLEAN WATER. ALLOW TO DRY APPLICTION OF CAREFREE COMPLETE SEALER LOAD MOP WITH CAREFREE COMPLETE SEALER (DO NOT USE THE SAME MOP USED TO APPLY STRIPPING.) APPLY A THIN EVEN COAT WITH OVERLAPPING PASSES. ALLOW TO DRY APPROX. 30 MINUTES. APPLY SECOND COAT AT 90 DEGREE TO FIRST. ALLOW TO DRY APPROX. 30 MINUTES. DO NOT BUFF FOR 24 HOURS. AFTER INSTALLATION NOTES AM11CO MUST BE COVERED WITH HEAVY PAPER AFTER BEING STRIPPED, BUFFED AND WAXED. (DO NOT USE HEAVY TAPE IJKE DUCT TAPE) USE MASKING TAPE. T.G.C. TO WAX VCT IN STOCK ROOM AND TOILET ROOM W/ GENERIC WAX PRIOR TO TURNOVER. 7 ('l - WO AD C00� COMPLIANCE. APPS .1a. 0 g 7.0 2876 Southcenter Mall Tukwila, WA 98188 with co. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 2 03.26.08 3 04.07.08 4 05.05.08 5 05.30.08 Issues Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description FLOOR P L A N 6294 PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS ISSUE RECEIVED CITY OF T UML4 PERMIT CENTER Computer File CW05- 2008— A2,DWG Scale AS NOTED Template T: 1 (F) (i 1 i I) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. A -2 Architect Registration JUN 16 2008 By Check KLS KLS KLS KLS KLS + 14' -0" AFF + 8' —O" AFF + 8' —O" AFF • c L. 0 O • O O 1�1 EBB MEE IN SEISMIC ZONES; COMPRESSION POST @ 12' ON CENTER EACH WAY IN THE FIELD AND 6' MAXIMUM FROM WALL EDGE STRUTS TO BE TIGHT TO CEILING GRID AND STRUCTURE ABOVE. LOCATE STRUTS ON MAIN RUNNERS. T -BAR VERTICAL SUSPENSION WIRES; #12 WIRE @ 4' -O' ON CENTER EACH WAY LOCATE ON MAIN RUNNERS. ALSO, LOCATE 8' OFF OF EACH WALL FOR BOTH MAIN AND CROSS RUNNERS. LATERAL BRACING REQUIRED (4) #12 WIRES SECURED AT 12'--0' U,C, MAX, AND 6' MAX, FROM WALLS AND SPLAYED 90° @ 45° ANGLE MAXIMUM FROM PLANE OF CEILIN H.D. T -BAR SYSTEM CROSS RUNNER T -BAR SYSTEM MAIN RUNNERS SHALL BE RESTRAINED W /POP RIVET PER SYSTEM MANUFACTURERS RECOMMENDATIONS NOTE; SCREW ALL LIGHT FIXTURES TO T -BAR PROVIDE #12 SLACK WIRES ATTACHED TO EA. FIXTURE AT TWO OPPOSING CORNERS STRUT SIZE 3/4' DIA. RIGID METAL CONDUIT 1' DIA. RIGID METAL CONDUIT MAIN RUNNER ,r SELF- TAPPIN 1 -5/8' DRY ', WALL SCREWS' @ 24' U.C. PERIMETER WIRE WALL ANGLE TYPICAL 10 -0' SINGLE 2 -1/2' x 20 GA. METAL STUD (MINA 0.18 IN.)11' - 6' 15' -0' BACK TO BACK 2 -1/2'x 20 GA, METAL STUD SCREWED TOGETHER @ 24' H. CEILING BRACING C' (T-8AP) 1 3 -TURNS MIN, AT WIRES, TYPICAL MAX. LENGTH B'--6' NOT TO SCALE 3/4' \\ MIN. 1 'WALL ANGLE 2° MIN. u U 10,111.1111•V■ ■ •■. ■■ ■ ■=■ •■ ■ ■ —IEIi MN _WANE IlLEMEM REFLECTED CEILING PLAN SCALE; 3/16' a 1' -0' 7 L\ L o 2J — 2 � 1 ERMINE Emorsim MIME= 41 , • 1 w e 0 i /4' 0'/ 12' -0' MAXIMUM y 4'0' MINIMUM _I CEILING BRACI \G IN SEISMIC ZONES; COMPRESSION STRUTS @ 12` - 0' ON CENTER EACH WAY, 3/8' MINIMUM CLEAR CROSS RUNNER OR MAIN, TYPICAL. NOTE; TIE TO ADJACENT WALL, TO CEILING MAIN AND TO CROSS RUNNERS. PLAN SECTION SUSPENDED CEILING FINISH FLOOR NOT TO SCALE + 14' -0" AF ? 1 2 D D • I , H 15' --0" AFF VERIFY 0 I � 0 + 12'— AT LIGHT FIXTURE ATTACH NO. 12 GAUGE HANGER WIIRE WHICH SHALL BE ATTACHE TO THE GRID MEMBER, WITHIN 3' OF EACF CORNER OF EACH: FIXTURE, TYPICAL; EACH LIGHT FIXTURE TO HAVE 2 NO, 12 GAUGE HANGER WIRES ATTACHED @ OPPOSITE CORNERS, FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE, ONE @ EACH END,TYP LIGHT FIXTURE NOTE; LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT EA. END SUSPENDED CLG. © LIGHT NOT TO SCALE AFF REFLECTED CEILING LEGEND LIGHT TRACK WITH HEADS 2 X 4 FIXTURE PRISPATIC 2 X 2 FIXTURE PARABOLIC 0 RECESSED DOWN LIGHT MECHANICAL CONTRACTOR'S NOTE CEILING MOUNTED MECHANICAL EQUIPMENT TO REMAIN. G.C. TO RELOCATE SUPPLY AND RETURN DIFFUSERS AS NECESSARY PER NEW WALL LAYOUT. G.C. TO VERIFY THAT THE LOCATION OF THE EXISTING EQUIPMENT DOES NOT INTERFERE WITH NEW CONSTRUCTION. x A/C SUPPLY GRILLE RETURN AIR GRILLE EXHAUST FAN / LIGHT COMBO EXIT SIGN — CEILING MOUNTED N — NEW FIXTURE 96 ■ 1 ? EMERGENCY LIGHT — CEILING MOUNTED 4' STRIP LIGHT CONTRACTOR'S NOTE WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF WORK, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. . REVIEWE D FO CODE COMPLIAN CE APPROV JUL 0 8 2008 City Of Tulogila 'VA AtlIzTok 2876 Southcenter Mall Tukwila, WA 98188 sm ith, c .. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http://vvww.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 2 03.26.08 3 04.07.08 4 05.05.08 5 05.30.08 Issues Project Number 02008018,00 Description FLOOR PLAN 6294 PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS ISSUE REGE LVED CITY OF TUKWILA JUN 16 2nn0 PERMIT GItNTE Project Name WESTFIELD SOUTHCENTER MALL Computer File CW05- 2008— A3,DWG Scale AS NOTED Template ? l 111 All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. 11c and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. A -3 El REGISTERED ARCHITECT STATE OF WASHINGTON Architect Registration By Check KLS KLS KLS KLS KLS LEASE LINE STOREFRONT PLAN SCALE: 1/4' =1' -0' d LIGHT COVE FASCIA S.S. 20 GA. ak J INTERIOR ELEVATION SCALE: 1/4' =1' -0' .41 A4 i 11LE SIGN BAND OVER " PLYWD. SIGNAGE BY TENANT / NEW STOREFRONT GLAZING AND DOORS 3/4" METAL REVEAL TOP AND SIDES C5 LEASE UNE TENANT SPACE STOREFRONT NEUTRAL PIER SCALE: 1 -1/2' =1'-0' s STOREFRONT GLASS \ \ COMMON MALL DROPPED SOFFIT WHERE REQUIRED. HOLD TO 10' MIN & 12' MAX. COORDINATE IN FIELD WITH LL REP. DEMISING WALL METAL FRAMING BY LANDLORD TENANT SPACE FINISH BY TENANT " BLACK METAL ALUMINUM REVEAL TYP. LEASE LINE PAINTED i" GYPSUM BOARD WITH 12" HIGH STONE BASE OVER METAL FRAMING BY LANDLORD i" STONE ASSEMBLY BY LANDLORD EXISTING MALL BULKHEAD AND STRUCTURE (BY LANDLORD) 1 1`7 UGHTCOVE FRAMING AND FINISH BY TENANT. FINISH \ TO MATCH STOREFRONT MATERIAL. VERIFY WITH LL REP. NEW STOREFRONT GLAZJNG STOREFRONT SECTION SCALE: 1/4 = 1' -0' C6 z EXISTING MALL BULKHEAD AND STRUCTURE (BY LANDLORD) \\ \ NEW STOREFRONT GLAZING AND DOORS —REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 8 2011a City Of Tukwila BIIILDIN DIVISION SIGN AND FINISH BACKING BY TENANT STOREFRONT SECTION SCALE: 7/4 =1' -0° 2876 Southcenter Mall Tukwila, WA 98188 smith 0*. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http://www.smitheo.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 2 03.26.08 3 04.07.08 4 05.05.08 5 05.30.08 Issues Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description ELEVATIONS /SECTIONS Computer File CW05 2008— A4.DWG Scale AS NOTED Template 4 (I () I I I I) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specffied project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. A -4 6294 PERMIT BLDG. COMN ENTS PERMIT CORR. OWNER REVISIONS ISSUE Architect Registration RECEIVED JUN PERMIT CENTER By Check KLS KLS KLS KLS KLS _Z-1 1-7" / 2' -0 / TYP. a � 2 L -O " METAL STRAPPING AS REQUIRED AS ALTERNATE ATTACHMENT LOCATE AT RECESSED STANDARD HOLES PROVIDE 4 MIN. HORZ STRAPPING TYP. INTERIOR ELEVATION SCALE: 1/4' = 1' - INTERIOR ELEVATION SCALE: 1/4' = 1' -0' INTERIOR ELEVATION SCALE= 1/4' ' TYP. 1' -14 2' -O" TYP. // H I LTI " 1/4" TOGGLER BOLT" OR EQUAL FOR ATTACHING WALL STANDARDS TO EXISTING 5/8" GWB GC TO VERIFY WITH WALL STA\ DARDS EXISTING WALL CO RECESSED STANDARD RECESSED STD. DETAIL SCALE: 1 -1/2' =1' -0' 5/8" GWB ECONOCO BEACON LINE SSRB -11 Z8 OR APPROVED EQUAL 8'Lx11 /16 "Dx 1/2 SLOTS ON 1" 0.C. ZINC —REVIEWED FOR CE CODE COMP` APPRO .Ut. 08 2O % C +�Y df 'Tukw�� BUILDIN DM ION 2876 Southcenter Mall Tukwila, WA 98188 smith co. 318 terry avenue n seethe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http://www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 2 03.26.08 3 04.07.08 4 05.05.08 5 05.30.08 Project Number 02008018.00 Scale Template AS NOTED Issues l l2'(JIW ) A -4.1 6294 Computer File CW05- 2008— A41,DWG PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS ISSUE Architect Registration c GENFn CITY OF TUKW ILA JUN 16 2008 PERMIT CENTER Project Name WESTFIELD SOUTHCENTER MALL Description INTERIOR ELEVATIONS By Check All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. KLS KLS KLS KLS KLS RESTROOM PLANS AND DETAILS N) / ,■ Al I a • 0 —4" 3 RESTROOM NOTES 0 / 4' -8" 5' -8 1 /2" H.C. RESTROOM PLAN • 1. GRAB BARS 1-1/4"-1-1/2" DIAMETER MOUNTED 1-1/2" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. 2. FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE. 3. PROVIDE 5" COVED SANITARY BASE. 4. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 5. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT, AND VENTED TO THE OUTSIDE. 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER— RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND LOCAL HANDICAPPED CODE. 8. PROVIDE A 4' -0" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. 9. HOT WATER TANK CALL —OUT SEE 2.02. z 0) N SEAT COVER DISP_ GWB (PAINTED ) ON 1/2" PLY —WD SHEATHING ON THIS WALL ONLY r 1' -6 _cALE i/2 - 3' -0" - -i i 1 H.C. RESTROOM ELEV. _,_ALE 1/2 = 1'_.0 GWB (PAINTED) LEVER CONTROLS 1 TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. GRAB BAR WAINSCOAT T _] 11 WAINSCOAT COVED SANITARY BASE SOAP DISP. 1 30" X 36" MIRROR LEVER CONTROLS TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES NOTE HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR ° ASI" PLAQUE TYPE ACRYLIC WITH SUBSURFACE GRAPHICS TEXT: SC901 "WHITE ". FIELD SC905 'BLUE' 1/4' THICK, SURFACE APPLIED TO DOOR, CENTER SYMBOL ON DOOR, 60' ABOVE FINISHED FLOOR. (UNISEX REST ROOM) TOILET SIGNAGE v o 9 0 6 UNISEX 3• = 1' -o GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS, SEE 'ACCESSIBIUTY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS SECURE TO BACKING PER MANUFACTURER REQUIREMENTS, TYPICAL, SCHEDULED WALL, TYPICAL 1 -1/2" GRAB BAR DETAIL ACTUAL SIZE 0 0 RESTROOM ACCESSORIES SCHEDULE MARK 0 s O O 0 O 0 O 0 "\ \ WAINSCOAT COVED SAN ITARY BASE DESCRIPTION LAVATORY AND FAUCET WATER CLOSET GRAB BARS PAPER TOWEL DISPENSER TOILET PAPER DISPENSER MIRROR TOILET SEAT COVER DISPENSER SOAP DISPENSER DOOR SIGNS EXHAUST FAN 1-1/2" DIA. GRAB BARS rn . A i I _ 1 �I_ri �_L i /� _ i GWB (PAINTED) 3' -6" E I_ 0 TOILET PAPER �\ m DISP. H.C. RESTROOM ELEV. 3' -4" J FURN /IIJST. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. 1' -0" 0) REMARKS HANDICAPPED ACCESSIBLE HANDICAPPED ACCESSIBLE 36" REAR / 42" SIDE 1-1/2" DIA. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT 30" X 36" HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT MOUNT ON MIRROR FACE HANDICAPPED ACCESSIBLE SIGNAGE DIRECT WIRE TO LIGHT SWITCH 0 0 co WAINSCOAT FINISH WHITE GWB (PAINTED) i I AI : I ,•," - 1 WHITE /CHROME STAINLESS STEEL TEXTURED GRIP PLASTIC ACRYLIC PLASTIC ACRYLIC STAINLESS STEEL FRAME PLASTIC CLEAR ACRYLIC BLACK WITH WHITE LETTERING WHITE H.C. RESTROOM ELEV. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 8 2008 City Of Tukwila BUILDING DIVISION_ 2876 Southcenter Mall Tukwila, WA 98188 smith No. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith ©smithco.org http: / /www.smithco.org/ Consultant Consultant Registration HAN ACC AT Issues and Revisions No. Date 1 02.08.08 2 03.26.08 3 04.07.08 4 05.05.08 5 05.30.08 Issues Project Name WESTFIELD SOUTHCENTER MALL Project Number Description 02006088.00 ENLARGED TOILET PLAN Computer File CW05- 2008— A5.DWG Scale AS NOTED Template 4 (I2IUILI1) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. A -5 6294 PERMIT BLDG. COMMENTS PERMIT CORR, OWNER REVISIONS ISSUE Architect Registration RECEIVED CITY or TLIKlW ILA JUN PERMIT CENTER By Check KLS KLS KLS KLS KLS vo T • h 1 \ J L SCALE: 1/4"=1'-0" 1 3 SCALE: 1 -1 /2"= 1 -0 v LIGHT TOWEL BAR 2X CONT F.R.T. WOOD BLOCKING AT BACK 1 1/4" THK. MAPLE PLANK BENCH FOUR EQ. PIECES FINISH L1 24" EASE EDGE, DO NOT ROUND BOBRICK 0 B2116 FIT. RM. PEG HC BENCH 1112,,11111.1,1•1771 gl(1M1111,,,, R EQUAL HC ONLY 36X68 0 TYP. HARDWARE: SCHLAGE OR EQUAL LEVER HANDLE PRIVACY LOCK US26D TYP. F SCALE: 1/4"=1'-0" T - 1 - v 2X2 MAPLE SUPPORT 2 "x2 "X1/4" STL ANGLE ATTACHED TO EACH SIDE WALL; PROVIDE BLK'G IN WALLS COUNTER SUNK SCREWS TO 2x2 STOP. (2) AT EACH END. PAINT SCREW HEADS TO MATCH WALL 1/2" MDF. PAINT TO MATCH WALL 2x2 ACCESS PANEL STOP. TO EACH SIDE WALL; PROVIDE BLOCKING IN WALLS WALL BASE FINISH FLOOR CT SCALE: 1/4"=1'-0" V FIT. RM. PEG MIRROR LIGHT SC PANEL DOOR 30X68 F -- 1 -- (I SCALE: 1/4"=l'-0" CI NOTE: PROVIDE BLOCKING BEHIND MIRRORS, TYP. SCALE: 1/4"=1'-0" T WAL SCALE: 1-1/2"=1'-0" V (( ( TYP. .I �� — SCALE: 1 /4 " =1' -0" LIGHT MIRROR MIRROR 1 TOWEL BAR BOBRICK OR EQUAL B674 -24 LIGHT MIRROR 1 JI TYP. A F 1x MDF PAINT SAME AS WALL COLOR 1/4" REVEAL PAINT SAME COLOR AS WALL 5/8" GWB — PAINT l \ 1� SCALE: 1/4"=1'-0" v NOTE: PROVIDE BLOCKING BEHIND MIRRORS, TYP. H TT \ T v SCALE: 1/4"=V-0" 16 TOWEL BAR BOBRICK B674 --24 HC BENCH TYP. G OCA SCALE: 1 -1 /2 " =1' -0" SCALE: 1- 1/2 " =1' -O" ALL WOOD BLK'G. SHALL BE F.R.T. SCALE: 1 -1 /2 " =1' --O" NOTIFY ARCHITECT IF DIMENSION IS LESS THAN 6" METAL PLATE FOR PEG SHOWN, TOWEL BAR SIM. 5/8" GWB 1/2" PLYWOOD BLOCKING SECURE TO STUDS. RECESS SURFACE TO ALLOW STL,. PLATE TO BE FLUSH W/ GWB. PEG BOBRIC 2116 OR EQUAL MIRROR BY GC TOWEL BAR SIM. 3/4" PLYWD. BY GC SINGLE FLUOR. LAMP SECURE TO STUDS. AT SIDES ONLY 2X FRAME BY GC BLOCKING BY GC r." Y. REVIEWE CE. CODE C APPROVE 1U\_ 0 a 2� a City O Tului1 � BUILDING DiS G 2876 Southcenter Mall Tukwila, WA 98188 smith co. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 2 0.3.26.08 3 04.07.08 4 05.05.08 5 05.30.08 Project Number Description 02006088.00 Scale AS NOTED Template 4 1 i11UU1 A -6 6294 Computer File CW05- 2008 ---A6. DWG Issues PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS ISSUE Architect Registration By Check K LS KLS KLS KLS KLS REGI IVED CITY OF TUK ILA JUN 16 2008 PERMIT CENTER Project Name WESTFIELD SOUTHCENTER MALL ENLARGED FIT PLAN /DETAILS All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. S E D SOU C N R LE COPY Vib - review approval is subject to es Ors a not F Approve! of construction documents �i RE�!iSIONS - the violation of any adop code or ., .. �nl d g� \A/ Flo changes shall be ma�i� :tho scor•A j of approved Reid Copy and corldid • i of work without prior apve! of Tukwila Bull �' Divn Revisions u�lll r eq u ire S2 2876 SOU C a ne lan su Data: nd may i nsfu de ____ ono pla rep S - - -_.- I N R MALL TUKWILA DIVISION BUILDING PROJECT GENERAL NOTES PROJECT DATA PROJECT DIRECTORY LANDLORD NOTES DRAWING INDEX 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING. 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: A. TO COLUMN CENTER LINE B. TO FINISH FACE OF CMU OR GWB. 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY ARCHITECT OF UNEXPECTED CONDITIONS. 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR COLUMNS INDICATED. 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR LOCATION OF WATER RESISTANT GWB. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROOMS, WAREWASH AND WET AREAS. 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 13. PROVIDE ONE TYPE 5E- 2A -10BC FIRE EXTINGUISHER PER 3,000 SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. 14. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NONRATED, PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED PARTITIONS. 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE FIRE OSTOP ACOUSTICAL MATERIAL. ISOLATION OF SPACES WITH APPROPRIATE 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS LISTED, UNO. 18. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. 19. MODIFY THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. MOUNTED CEILINGS TO BE ( GWB 20. SPRINK L ER HEADS MOUN IN HARD (GWB) FULLY RECESSED WITH WHITE CAPS. 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER RATING CRITERIA. 22. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED. 23. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS. 24. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND CASEWORK. ADDRESS: 2876 SOUTHCENTER MALL TUKWILA, WA 98188-2888 CONSTRUCTION TYPE EXISTING/ NEW CONSTRUCTION TYPE: TYPE II -B UNPROTECTED NONCOMBUSTIBLE OCCUPANCY GROUP PRIMARY OCCUPANCY: M- COVERED MALL INCIDENTAL OCCUPANCY: GROUP A3 & GROUP B APPLICABLE CODES: 2006INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2006 NATIONAL ELECTRIC CODE WITH WASHINGTON STATE AMENDMENTS CHAPER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER- FREE DESIGN INCLUDING ICC /ANSI A117.1 - 2003 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE 2006 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ALL LOCAL ORDINANCES HAVING JURISDICTION NUMBER OF EMPLOYEES NA OCCUPANCY SQ. FOOTAGE 4182 SQ. FT. OCCUPANT LOAD = 140 TOTAL SQ. FEET 4182 SQ. FT. PROPOSE USE: MERCHANTILE- RETAIL ARCHITECT: smith co. LLC 1725 Westlake avenue n. suite 210 Seattle, WA 98109 t: 206.383.54850 f: 206.464.0700 PROJECT MANAGER: Keith Smith MECHANICAL & Yashavant Kulkarni ENGINEERING PLUMBING: 39371 SPANISH BAY PLACE DAVIS, CA 95616 t: 480 515 3639 ELECTRICAL: Yashavant Kulkarni ENGINEERING 39371 SPANISH BAY PLACE DAVIS, CA 95616 t: 480 515 3639 MALL MONTROSS & ASSOCIATES, A.P.C. MECHANICAL & 2081 BUSINESS CENTER DRIVE, SUITE 218 ELECTRICAL IRVINE, CA 92612 ENGINEERS: (949) 553 -9005 T (949) 553 -9007 F CONTACT: PAUL TERNSTROM TENANT WESTFIELD CORPORATION COORDINATION TENANT COORDINATION - SOUTHCENTER 14TH FLOOR, 1161 WILSHIRE BLVD. LOS ANGELES, CA 90025 (310) 478 -4456 T (310) 575 -5991 F Josh Kimmel (310.893.4761 MANAGEMENT 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 (206) 246 -0423 T A LL W OOD SHALL BE FIRE - RETARDANT- TREATED WOOD. 1. ILLUMINATED SIGNAGE SHOULD BE CONTROLLED BY TIME CLOCK, LIGHT LEAKS FROM CASEWORK NOT PERMITTED. LANDLORD MUST APPROVE, IN WRITING, ALL PROPOSED SIGNAGE PRIOR TO INSTALLATION. 2. ALL CABLING AND WIRES TO BE CONCEALED. AUDIO WILL NOT BE PERMITTED. 3. SNEEZE GUARDS TO BE BUTT JOINTED, FRAMELESS, NO VERTICAL SUPPORTS WITH SQUARE EDGE DETAIL /UV BONDING 4. ALL LIGHTING REQUIREMENT TO BE INSTALLED WITHIN FLOATING RETAIL. LIGHTING TO BE SURFACE MOUNTED TO COUNTER DURING FABRICATION. 5. TENANT MUST INSTALL LANDLORD APPROVED LATEX- RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE MEMBRANE MUST LAP UP PERIMETER WALLS UNDERNEATH THE COVED BASE TO MIN. HT. OF 12 "AFF. AND UNDER THE COVED BASE OF THE DISPLAY CABINETRY INSIDE OF THE RETAIL SPACE. 6. ALL MECHANICAL & PLUMBING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED, BRACED AND INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. TENANT SHALL MAKE ALL CONNECTIONS TO THE UTILITY SERVICES PROVIDED. 7. FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2 ". TENANTS WITH HIGH WATER USAGE SHALL PROVIDE AND INSTALL A DOMESTIC WATER SUB- METER. TENANTS SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE. WATER PIPING SHALL BE TYPE 'L' HARD COPPER TUBE ABOVE GRADE AND TYPE 'K' SOFT COPPER TUBE BELOW GRADE. WATER HEATERS SHALL BE ELECTRIC. 8. FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO INSTALL AN EARTHQUAKE VALVE. • TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL /TELEPHONE BASED ON THE FOLLOWING: A 277 / 488 VOLT , THREE - PHASE, FOUR WIRE, 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOATING FOOD KIOSKS: 200A (208Y / 120V) -(2) 3" CONDUIT. ELECTRICAL SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH LANDLORDS CRITERIA AS OUTLINED IN THE DESIGN MANUAL. 10. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER ARCHITECTURAL T -1 GENERAL INFORMATION A -1 CONSTRUCTION PLAN A -2 FLOOR FINISH PLAN A -3 REFLECTED CEILING PLAN A-4 INTERIOR ELEVATIONS /SECTIONS A -5 ENLARGED TOILET PLAN /ELEVATIONS A -6 ENLARGED FIT ROOM PLAN /ELEVATIONS ELECTRICAL E -1 ELECTRICAL POWER PLANS E -2 ELECTRICAL LIGHTING PLAN E -2 ELECTRICAL PANEL SCHEDULES MECHANICAL M -1 MECHANICAL PLANS M -2 MECHANICAL SPECIFICATIONS PLUMBING P -1 PLUMBING PLAN NOTES AND SCHEDULES D SITE PLAN PROJECT VICINITY MAP LOCA Space ION 170 NORDSTROM macys SEPARATE SUBMITTALS I FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. SOUTHCENTER PKY SCOPE OF WORK A. JCPenney BUILDING: THE WORK INCLUDES, BUT NOT LIMITED TO INTERIOR TENANT IMPROVEMENTS AND FINISHES, ITEMS FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR AND ITEMS FURNISHED AND INSTALLED BY THE OWNER WITH FINAL CONNECTIONS BY THE CONTRACTOR. THE WORK ALSO INCLUDES, BUT NOT LIMITED TO, INTERIOR AND STOREFRONT SIGNAGE, HVAC SYSTEMS, ENERGY MANAGEMENT SYSTEMS, PLUMBING AND ELECTRICAL/LIGHTING SYSTEMS. ON SITE: NO WORK : 1 ! ' - - � - L I r y - f �j r�.. I� . t 'e I�,.u� Sh y 7 � I t � r � � j ui � {e ':• ' " , �� [ i ' �= v � +* "' � , rre�:�� `'J � � 1.2=rit-ir ' -W -�- r 1 SCALE: N.T.S. FOR ADDITIONAL ABBREVIATIONS ARCHITECTURAL ABBREVIATIONS SEE OTHER DESIGN DISCIPLINES ARCHITECTURAL SYMBOLS ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROD. PROJECT T.O.W. TOP OF WALL (SLAB) A.F.F. ABOVE FINISHED FLOOR SLAB ENCL. ENCLOSURE L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS APPROX. APPROXIMATE EXIST. EXISTING LT.WT. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS UTIL. UTILITY B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWISE BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE BLK'G. BLOCKING FE FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL F. VERIFY IN FIELD BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER RECD. RECEIVED V.I.F. BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION W/ WITH BTN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT W CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED WD. WOOD C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WDW. WINDOW C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WHS. WELDED HEAD STUD C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT CLR, CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR WT. WEIGHT CLG. CEILING GA. GAUGE MTG. MOUNTING S.I.O. SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN COL. COLUMN G.G. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP. SUSPENDED DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY FINISH SYSTEM JT. /JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET I SYMBOLS NORTH ARROW - - - - - I 1 DETAIL IDENTIFICATION PROJECT NORTH ITEM S.I.O D ETAIL ► i 1 MATERIALS REVISION CLOUD OR N.I.C. CUT LINE - DEFINES THE ARROW L- - - - J DETAILED ELEMEN AND DELTA AINI I : ":' •' GYPSUM BOARD War TRUE NORTH A8.01 SHEET WHERE INDICATOR DRAWN DOOR MARK 50' -0" A.F.F. WORK, CONTROL j. ai CONCRETE ITEM S.O.I.0 OR S.I.C. ' - t i . EARTH OR DATUM POINT WALL SECTION DOOR CODE - '� GRAVEL DETAIL IDENTIFICATION REFER TO 2580A CUT LINE - DEFINES THE CHEDULE SLOPE DOWN SLOPE DIRECTION Y A, CMU OR BRICK WITH DATUM MARK NEW CONSTRUCTION - SHOWN SOLID DETAILED ELEMENT WINDOW, RELITE OR 10 PER FOOTS A7.01 LOUVER MARK `SHEET PLYWOOD RIGID INSULATION WHERE DRAWN WINDOW SPRINKLER MAIN NUMBER - REFER NiM BATT INSULATION BUILDING SECTION ® TO SCHEDULE DETAIL IDENTIFICATION EXISTING 6 EQUIPMENT MARK PROPERTY LINE - SHOWN _ WOOD MEMBER CONSTRUCTION TO REMAIN LIGHT BACKGROUND WOOD BLOCKING EQUIPMENT ..---- A3.01 �� - - - = In. SHEET WHERE DRAWN NUMBER -• REFER TO SCHEDULE FENCE EXTERIOR ELEVATION �(t FINISHED WOOD IIIIIIIIIIII ACOUSTICAL TILE ':// .A. STEEL ROOM MARK x x x x x x x x DETAIL IDENTIFICATION 8 NAME EXISTING CONSTRUCTION TO BE 'Z/ ALUMINUM BREAKLINE A3.02 SHEET WHERE DRAWN [ 100 1 -ROOM NUMBER n REMOVED - SHOWN DASHED , - E.I.F.S. v INTERIOR ELEVATION COLUMN GRIDS WALL TYPE MARK DETAIL IDENTIFICATION SOU D INS,U4TtON / 5 .03 6 WALL TYPE Q FE • MAR 1 7 2006 FIRE EXTINGUISHER PERM II" CENTER 7 SHEET WHERE DRAWN B X- NOTE 2876 Southcenter Mall Tukwila, WA 98188 smites co. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http://www.smithco.org/ Consultant SEPARATE PERMIT REQUIRED FOR: [Mechanical [ Electrical [i F umbing rGas Piping City of Tukwila , 131,9Dit.,3 1 , Consultant Registration 9 pppRoVE Issues and Revisions No. Date 1 02.08.08 Project Number 02006088.00 Scale AS NOTED Template 4.3 (120101) T:o8 143 T -1 REGISTERED ARCiWECT v KE ST TE OF WASHINGTON 6294 Architect Registration Issues By Check PERMIT KLS Project Name WESTFIELD SOUTHCENTER MALL Description GENERAL INFORMATION Computer File CW05 -- 2008-- T1.DWG All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed tp any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. /Q • At . 1 1 7' -8 NLW KtSIKUUM FIXTURES BY LL G.C. e.- 113*9 SI • 1 Erao a 25-2 8' -2'" STOCKROOM 103 01, FLOOR PLAN SCALE: 3/16' - T -0' l 104 1 23' -2" DEMISING WALL TO REMAIN. LLG.C. TO PROVIDE r GWB TO DECK 85-12" 1 NEW DEMISING WALL BY LL G.C. rI 30' -0" SALES AREA 1171 4i F -1 NE11 STO LL1G.C. ■ ONT I 1 I I I .1 I ■ A - 4 • Imo, .ECTRICAL F APO PHNE BOARD L.L thou EAR EMIT DOOR t• Y T 77'-84" o'— DOS /Liz WALL PARTITION 3 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON ONE SIDE. CORRIDOR SIDE SEE FINISH NOTES FOR FLOOR FINISH ATTACH TO STRUCTURE ABOVE STOCK ROOM SIDE 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD. SECURE BOTTON TRACK TO CONCRLIE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. 0.1 HOUR WALL PARTITION 3 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON ONE SIDE. RESTROOM SIDE SEE FINISH NOTES FOR FLOOR FINISH •-6" SLOTTTED TRACK (SLP -TRK OR EQ.) ATTACH TO STRUCTURE ABOVE HOLD GWB DOWN FOR VENTILATION RETURN TENANT SIDE 6" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD. NOT ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN ASTENERS MIN. .145 AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH S <> WALL PARTITION WALL U465 3 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON ONE SIDE. RESTROOM SIDE SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL AND 2X4 SUSPENDED CEILING OR GWB 3 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD TO 6" ABOVE FINISHED CDIJNG. . SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18° O.C. SEE FINISH NOTES FOR FLOOR FINISH STEEL STUDS MUST BE SCREWED TOP BOTTOM ON BOTH SIDES. <>1 HOUR WALL PARTITION SEE FINISH NOTES FOR FLOOR FINISH TENANT SIDE NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. 6" SLOIIILO TRACK (SLP-TRK OR EQ.) ATTACH TO STRUCTURE ABOVE HOLD GWB DOWN FOR VENTILATION RETURN TENANT SIDE 6" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD. SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH SIDES <>",yA LL U465 PARTITION r GWB BY LL CORRIDOR SIDE SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. 6" SLOIIILD TRACK (SLP -TRK OR EQ.) ATTACH TO STRUCTURE ABOVE E . CEZIMMIgIMMI 3 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD. TENANT SIDE SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH SIDES ei HOUNO. U465 R WALL PARTITION UL DOOR SCHEDULE SEE RESPONSABUTY SCHEDULE ON Ti. FINISH LEGEND RESTROOM 3' -0" X 6' -8" METAL METAL 1,2,5,6, NO. ROOM NAM E DOOR SIZE D00R MATERIAL DOOR FRAME FRAME HARDWARE NOTES FINISH MATERIAL FINISH GROUP CD FRONT ENTRY 6'--0" X 7' -0" ALUM /GLASS GLASS ALUM. ANOD. ALUM. C@ 4, 5, 6, 7 O STOCK ROOM 3' - 0" X 8' - O" METAL [P -2) METAL E- 0 1, 2, 5, 6, REAR EXIT 3' -0" X 7•_O2 20 MIN. RATED METAL CFrip METAL (P -.) O 3, 4, 5, 6,7,9 DOOR HARDWARE AO ENTRY LEVER HARDWARE W/ LOCKSET, CLOSER O PRIVACY LEVER HARDWARE (BRUSHED CHROME) NEW LOCK. KICK PLATES ON BOTH SIDES. C@ PANIC BAR HARDWARE WITH ALARM AND CLOSER GENERAL NOTES 1. T.G.C. TO COVER WINDOWS WITH PLAIN PAPER UNTIL THE END OF CONSTRUCTION. WINDOWS MUST THEN BE CLEANED AFTER REMOVAL AND ANY TAPE ADHESIVE REMOVED. PAPER TO BE REMOVED AND WINDOWS TO BE CLEANED PRIOR TO TURNOVER T.G.C. TO VERIFY DOORS IN THE MEANS OF EGRESS SYSTEM TO BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY 2. SPECIAL KNOWLEDGE OR EFFORT. INTERIOR WALL AND CEILING FINISH MATERIALS IN MERCANTILE OCCUPANCIES SHALL BE CLASS A OR CLASS B PER NFPA 101, 3. 24 -3.3, 1997 EDI11ON. T.G.C. SHALL PROVIDE SUFFICIENT NUMBER OF 2A1OBC FIRE EXTINGUISHERS SO THAT A FIRE EXTINGUISHER CAN BE REACHED 4. WITHIN 75 FEET OF NORMAL TRAVEL FROM ANY POINT IN THE BUILDING. PLEASE TAKE INTO CONSIDERATION THAT FIRE EXTINGUISHERS SHOULD BE LOCATED NEAR EXITS. MOUNTING HEIGHT SHALL BE 4 FEET A.F.F. MAXIMUM. NO. P -1 P -2 P -3 P -4 F -1 F - 2 F -3 F -4 F -5 F -6 B -1 B -2 B -3 CL -1 CL -2 MATERIAL PAINT PAINT PAINT PAINT CARPET NOT USED CERAMIC 11LE VINYL COMPOSITE TILE MALL 11LE EXISTING TO REMAIN COVE BASE 6" VINYL COVE BASE 6" 11LE BASE GYP. BD. CEIUNG SUSPENDED ACT MANUFACTURER BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE PATCRAFT DAL TILE ARMSTRONG MALL TILE JOHNSONITE ARMSTRONG DAL 11LE NEW NEW SEE RESPONSABILITY SCHEDULE ON Ti. SPECIFICATIONS BEIGE - #967 FLAT EGGSHELL BEIGE - #967 SEMI -GLOSS BLUE - #2067 -60 FLAT EGG SHELL BEIGE - #967 SATIN LOW LUSTRE SCHOOL DAZE COLOR /LUNCH MONEY - SALES T.B.D. #51899 COOL WHITE PER SOU THCENTER SPECIFICATIONS #86 - HUNTER GREEN - SALES AND OFFICE ONLY #68 - PALE GRAY - STOCK, COORIDOR, RESTROOM T.B.D. PAINTED GYP. BD. WC -1 FRP PANELS STRUCTOGLAS WHITE (TO 48" A.F.F. WITH TRIMS, NO EXPOSED FASTENERS.) INTERIOR FINISH MATERIALS SHALL BE CLASS A OR CLASS B PER NFPA 101, 24 -3.3, 1997 EDITION. DOOR NOTES 1. NEW DOOR SUPPLIED, INSTALLED AND FINISHED BY L.L.G.C. 2. ALL NEW DOOR OPENINGS ARE NONBEARING OR NON -SHEAR WALLS. 3. SERVICE DOOR BUZZER WITH BUZZER STATIONS ABOVE CEILING AT CASHWRAP AND OFFICE. 4. EXIT DOORS SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE PER NFPA 101 LIFE SAFETY CODE 1997 EDI11ON CHAPTER 5- 2.1.5.1 5. INSTALL WALL DOOR STOPS AT HEIGHT OF DOOR KNOB AT ALL DOORS THAT SWING INTO OR OUT TOWARD A WALL. 6. INSTALL DOOR SILENCERS. 7. NOT USED 8. SALES TO CORRIDOR DOOR TO HAVE A DORMA DOOR CLOSER WITH MODEL #DC -DSTHO "HOLD OPEN ARM" 9. LLG.C. TO INSTALL A WIDE ANGEL PEEP HOLE. ANY DOOR NOT CONFORMING TO THIS PLAN OR CODE SHALL BE UPGRADED AS REQUIRED PER ALL CODES. MAR 17 2008 CLNTEH SWING AND FORCE TO OPEN DOORS SHALL MEET THE REQUIREMENTS OF THE NFPA 101 UFE SAFETY CODE 1997 EDITION CHAPTER 5 -2.1.4 SELF CLOSING DEVICES SHALL MEET THE REQUIREMENTS OF THE NFPA 101 LIFE SAFETY CODE 1997 EDITION CHAPTER 5 -2.1.8 PANIC HARDWARE SHALL BE PROVIDED FOR Al EXIT DOORS PER THE REQUIREMENTS OF NFPA 101 LIFE SAFETY CODE 1997 EDITION 5 -2.1.7 2876 Southcenter Mall Tukwila, WA 98188 mita co. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description FLOOR PLAN Scale AS NOTED Template 4.3 (120101) A -1 REGISTERED ARCHITECT KEI STATE OF WASHINGTON 6294 Computer File CW05- 2008— A1,DWG Architect Registration Issues By Check PERMIT KLS All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. CARPET TO STOCK FL. TRANSITION SCALE: N.T.S. F -1 THRESHOLD MALL FINISH ENTRANCE FL. TRANSITION SCALE N.T.S. SALES FLOOR FL. TRANSITION SCALE: N.T.B. F1 EXTERIOR CONC. SLAB THRESHOLD INTERIOR — CONC. SLAB STOCKROOM TO EXIT CONTRACTOR'S NOTE WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF WORK, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. FLOOR FINISH NOTES AM11CO FLOOR CLEANING PREPARE BRAVO SOLUTION AS PER THE INSTRUCTIONS NOTED ON THE BOTTLE. FOLLOW ALL SAFETY INSTRUCTIONS. PARTICULARLY NOTING THAT A FLOOR CAN BECOME SLIPPERY DURING THE STRIPPING PROCESS. APPLY PLENTY OF BRAVO SOLUTION OVER A MANAGEABLE AREA. ALLOW 5 -10 MINUTES CONTACT 11ME. EITHER MACHINE SCRUB WITH BLUE 3M PAD OR AGITATE SOLUTION WITH MOP. DO NOT ALLOW SLURRY TO DRY ON FLOOR. EITHER REMOVE SLURRY WITH WET VACUUM MACHINE OR MOP AND BUCKET. RINSE FLOOR TWICE WITH CLEAN WATER. ALLOW TO DRY APPLIC11ON OF CAREFREE COMPLETE SEALER LOAD MOP WITH CAREFREE COMPLETE SEALER (DO NOT USE THE SAME MOP USED TO APPLY STRIPPING.) APPLY A THIN EVEN COAT WITH OVERLAPPING PASSES. ALLOW TO DRY APPROX. 30 MINUTES. APPLY SECOND COAT AT 90 DEGREE TO FIRST. ALLOW TO DRY APPROX. 30 MINUTES. DO NOT BUFF FOR 24 HOURS. AFTER INSTALLATION NOTES AM11CO MUST BE COVERED WITH HEAVY PAPER AFTER BEING STRIPPED, BUFFED AND WAXED. (DO NOT USE HEAVY TAPE LIKE DUCT TAPE) USE MASKING TAPE. T.G.C. TO WAX VCT IN STOCK ROOM AND TOILET ROOM W/ GENERIC WAX PRIOR TO TURNOVER. 2876 Southcenter Mall Tukwila, WA 98188 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 Project Number 02008018.00 Description FLOOR PLAN Computer File CW05 2008 A2,DWG Scale AS NOTED Template 4.3 (120101) REGISTERED ARCHITECT KEI STATE OF WASHINGTON Architect Registration Issues By Check PERMIT KLS Project Name WESTFIELD SOUTHCENTER MALL All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed f for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used MAR 17 7uuti by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. PERMIT ()EN6Lr E - EXISTING FIXTURE REFLECTED CEILING LEGEND R - RELOCATED FIXTURE N -- NEW FIXTURE ° LIGHT TRACK WITH HEADS X A/C SUPPLY GRILLE ® EXIT SIGN - CEILING MOUNTED 2 X 4 FIXTURE PRISPATIC 9■P EMERGENCY LIGHT - CEILING MOUNTED [ / RETURN AIR GRILLE 2 X 2 FIXTURE PARABOLIC ,d EXHAUST FAN / LIGHT COMBO 1=1 4' STRIP LIGHT 0 RECESSED DOWN LIGHT MECHANICAL CONTRACTOR'S NOTE CONTRACTOR'S NOTE CEILING MOUNTED MECHANICAL EQUIPMENT TO REMAIN. G.C. TO RELOCATE SUPPLY AND RETURN DIFFUSERS AS NECESSARY PER NEW WALL LAYOUT. G.C. TO VERIFY THAT THE LOCATION OF THE EXISTING EQUIPMENT DOES NOT INTERFERE WITH NEW CONSTRUCTION. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. WITH THE PROPER EXECUTION OF WORK, TO TENANT REPRESENTATIVE. OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 1 •R d SUSPENSION ASSEMBLY SUPPORTED FROM SLAB WITH POWDER DRIVEN PINS. DEPTH OF PINS NOT TO PENETRATE DEEPER THAN 3/4" INTO SLAB, TYP. BOTTOM OF STRUCTURE ABOVE. Ail& A s Ell IFF Fri, i IFS „e CEILING BRACING DETAIL SCALE NTS 5' ��■■ ■ MEM STEEL WIRES (4) DIAGONAL @ 45 (1) VERTICAL / 7 N RUNNER REFLECTED CEILING PLAN SCALE: 3/16' = T-o' 23 - CROSS TEE MAIN RUNNER WIRING BRACING DETAIL SCALE: NTS Y EMT TIGHT TO STRUCTURE ABOVE 12 GA. VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED @ EACH SEISMIC RESTRAINT, 12' -0" O.C. EACH WAY. %" EMT NOTCH OVER MAIN RUNNER DRILL /2" HOLE FOR Y" BOLT & LOCK NUT AFTER CEILING IS LEVELED. 4-12 GA. SPLAY WIRES. NOTES: 1. AREA OF CEILING SUPPORTED NOT TO EXCEED 144 SQ. FT. 2. MAXIMUM BRACE SPACING NOT TO EXCEED 12' -0 ". 3. FIRST BRACING POINT WITHIN 4' -0" OF EACH WALL. 4. BRACE POINT ON MAIN RUNNER NOT TO EXCEED 2" DISTANCE FROM CROSS RUNNER. ASCE STANDARD for Sus 9.6.2.6.2.2 Seismic Design Categories Callings The width of the gn Categories D angle shall be perimeter sup g E, & F. not less than 2 - ° closure 30' --0" NO. 12 GA LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF THE FIXTURE, SPLAY WIRES AS SHOWN AND FASTEN TO SLAB ABOVE. MAIN RUNNER LIGHTING NSTALLATION DETAIL SCALE: NTS CONNEC 12 NO. 12 GA. FIX IURE SUPPORT WIRES AT DIAGONAL CORNERS OF EACH FIXTURE, THREE FULL WRAPS MINIMUM. RECESSED FLUORESCENT FIXTURE CROSS TEES NOTE: ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. INTALL TWO ADDITIONAL WIRES AT OPPOSITE CORNERS (MAY BE SLACK) OF LIGHT FIXTURE HOUSING AND ATTACHMENT OF CEILING REGISTERS WITH SAME. CIS 1 0 -0" OSIL7lL3 likV CODt. C,01400 NP CM kl VI.V.OG 51.01A c MAR 17 CUL 2876 Southcenter Mall Tukwila, WA 98188 smith co. 318 terry avenue n seethe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description FLOOR PLAN Scale AS NOTED Template 4.3 (120101) A -3 REGISTERED ARChdECT D I STATE OF WASHINGTON 6294 Computer File CW05- 2008- A3,DWG Architect Registration Issues By Check PERMIT KLS All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith mile and were created, evolved, and developed for use on and in connection with the specked project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. LEASE UNE STOREFRONT PLAN SCALE: 1/4" =1' -0" LIGHT COVE FASCIA S.S. 20 GA. 4 INTERIOR ELEVATION SCALE: 1/4' =1' -0' .tip -� •W��t�y AIL +14'-1' AFF STOREFRONT HEAD SECTION SCALE: 1 -1/2' =1' -0' 11LE SIGN BAND OVER " PLYWD. SIGNAGE BY TENANT 3/4" METAL REVEAL TOP AND SIDES LEASE LINE TENANT SPACE STOREFRONT NEUTRAL PIER SCALE: 1 -1/2' =1-OA s" STOREFRONT GLASS COMMON MALL TENANT SPACE LIGHT COVE FASCIA BEYOND EXTENT OF FINISHED CEILING ABOVE DEMISING WALL METAL FRAMING BY LANDLORD FINISH BY TENANT " BLACK METAL ALUMINUM REVEAL TYP. LEASE LINE PAINTED i GYPSUM BOARD WITH 12" HIGH STONE BASE OVER METAL FRAMING BY LANDLORD 2 STONE ASSEMBLY BY LANDLORD STOREFRONT SECTION SCALE: 1/4' =1' -0' T;?o9;/17L3 UNE OF MALL CEILING NEW STOREFRONT GLAZING LIGHT COVE FASCIA BEYOND \ \ NEW STOREFRONT GLAZING AND DOORS LINE OF MALL CEILING 11LE BULKHEADW /TENANT SIGNAGE ��SIM STOREFRONT SECTION SCALE: 1/4° =1' -0' PCF� irie 61i�i G t 2876 Southcenter Mall Tukwila, WA 98188 sang co. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 Project Name WESTFIELD SOUTFICENTER MALL Project Number 02008018,00 Description ELEVATI ❑NS /SECTI ❑NS Computer File CW05- 2008- -A4,DWG Scale AS NOTED Template 4.3 (120101) 4 6294 Architect Registration Issues By Check PERMIT KLS All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used e� by or disclosed to any person, firm, or corporation for any MAR 1 7 'bud purpose whatsoever without the written permission of smith co. Ilc. A4 A4 �;'/ / f `/ / . / / , ./ / / / / / / T — — / f � / f �/ /,/ � // \ / 1 , /`` / !\r o NEW STOREFRONT GLAZING AND DOORS LEASE UNE STOREFRONT PLAN SCALE: 1/4" =1' -0" LIGHT COVE FASCIA S.S. 20 GA. 4 INTERIOR ELEVATION SCALE: 1/4' =1' -0' .tip -� •W��t�y AIL +14'-1' AFF STOREFRONT HEAD SECTION SCALE: 1 -1/2' =1' -0' 11LE SIGN BAND OVER " PLYWD. SIGNAGE BY TENANT 3/4" METAL REVEAL TOP AND SIDES LEASE LINE TENANT SPACE STOREFRONT NEUTRAL PIER SCALE: 1 -1/2' =1-OA s" STOREFRONT GLASS COMMON MALL TENANT SPACE LIGHT COVE FASCIA BEYOND EXTENT OF FINISHED CEILING ABOVE DEMISING WALL METAL FRAMING BY LANDLORD FINISH BY TENANT " BLACK METAL ALUMINUM REVEAL TYP. LEASE LINE PAINTED i GYPSUM BOARD WITH 12" HIGH STONE BASE OVER METAL FRAMING BY LANDLORD 2 STONE ASSEMBLY BY LANDLORD STOREFRONT SECTION SCALE: 1/4' =1' -0' T;?o9;/17L3 UNE OF MALL CEILING NEW STOREFRONT GLAZING LIGHT COVE FASCIA BEYOND \ \ NEW STOREFRONT GLAZING AND DOORS LINE OF MALL CEILING 11LE BULKHEADW /TENANT SIGNAGE ��SIM STOREFRONT SECTION SCALE: 1/4° =1' -0' PCF� irie 61i�i G t 2876 Southcenter Mall Tukwila, WA 98188 sang co. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 Project Name WESTFIELD SOUTFICENTER MALL Project Number 02008018,00 Description ELEVATI ❑NS /SECTI ❑NS Computer File CW05- 2008- -A4,DWG Scale AS NOTED Template 4.3 (120101) 4 6294 Architect Registration Issues By Check PERMIT KLS All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used e� by or disclosed to any person, firm, or corporation for any MAR 1 7 'bud purpose whatsoever without the written permission of smith co. Ilc. r L r \ r GWB (PAINTED) 3' -4" 3' -6" 1' -" WAINSCOAT \ 4 1 -1/2" DIA. GRAB BARS U C �\ TO LET 0 PAPER I ' d- DISP. Z n \ r \ r r F RESTROOM PLANS AND DETAILS RESTROOM PLAN SCALE 1/2" = 1' -0" RESTROOM NOTES HEIGHT HANDICAPPED ACCESSIBLE LEVER HANDLES AT 36 " -42" A.F.F. 1. GRAB BARS 1- 1/4 "- 1 -1/2" DIAMETER MOUNTED 1 -1/2" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. 2. FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE. 3. PROVIDE 5" COVED SANITARY BASE. 4. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 5. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT, AND VENTED TO THE OUTSIDE. 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER-RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND LOCAL HANDICAPPED CODE. 8. PROVIDE A 4' -0" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. 9. HOT WATER TANK CALL -OUT SEE 2.02. SEAT COVER DISP. I 6" 1' -6" GWB (PAINTED ) ON 1/2" PLY -WD SHEATHING ON THIS WALL ONLY 3' -0" r • D GRAB BAR TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. „2 � SCALE 1/2" = 1' -0" WAINSCOAT H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" SOAP / DISP ) WAINSCOAT COVED SANITARY BASE 30" X 36" MIRROR LEVER CONTROLS TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES X NOIEL HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR ' ASI PLAQUE TYPE ACRYLIC WITH SUBSURFACE GRAPHICS TEXT: SC901 ' WHITE HELD SC905 "BLUE" 1J_4' THICK, SURFACE APPLIED TO ,p00R, CENTER SYMBOL ON DOOR, 60 ABOVE FINISHED FLOOR. (UNISEX REST ROOM) TOILET SIGNAGE 3• • V-0 1 1/4" — GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS SEE 'ACCESSIBILITY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS EMENTS 1 -1 /2" ; ' ter/ SECURE TO BACKING PER M ANUFACTURER REQUIR EMENTS, TYPICAL SCHEDULED WALL, TYPICAL O GRAB BAR DETAIL ACTUAL sZE RESTROOM ACCESSORIES SCHEDULE MARK DESCRIPTION LAVATORY AND FAUCET WATER CLOSET GRAB BARS PAPER TOWEL DISPENSER TOILET PAPER DISPENSER MIRROR TOILET SEAT COVER DISPENSER SOAP DISPENSER DOOR SIGNS EXHAUST FAN FURN /INST. G.C. / G.C. G.C. / G.C. G.C. / C.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. REMARKS HANDICAPPED ACCESSIBLE HANDICAPPED ACCESSIBLE 36" REAR / 42" SIDE 1-1/2" DIA. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT 30" X 36" HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT MOUNT ON MIRROR FACE HANDICAPPED ACCESSIBLE SIGNAGE DIRECT WIRE TO LIGHT SWITCH FINISH WHITE /CHROME WHITE STAINLESS STEEL TEXTURED GRIP PLASTIC ACRYLIC PLASTIC ACRYLIC STAINLESS STEEL FRAME PLASTIC CLEAR ACRYLIC BLACK WITH WHITE LETTERING WHITE COVED SANITARY BASE H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" 0 GWB (PAINTED) WAINSCOAT — H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" DobI3 /* N, _� ate. oi oir 0yw MAR 1 Zuuti PERibi 6 CEi` G ti 2876 Southcenter Mall Tukwila, WA 98188 with c*. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration HAN ACC LEVE AT Issues and Revisions No. Date 1 02.08.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02006088.00 Description ENLARGED TOILET PLAN Computer File CW05- 2008— A5.DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. A -5 l . REGISTERED ARCHITECT KEI 1 STATE OF WASHINGTON 6294 Architect Registration Issues By Check PERMIT KLS t / „ i" GWB (PAINTED) LEVER CONTROLS J I Irr T OE GWB (PAINTED) 3' -4" 3' -6" 1' -" WAINSCOAT \ 4 1 -1/2" DIA. GRAB BARS U C �\ TO LET 0 PAPER I ' d- DISP. Z n \ r \ r r F RESTROOM PLANS AND DETAILS RESTROOM PLAN SCALE 1/2" = 1' -0" RESTROOM NOTES HEIGHT HANDICAPPED ACCESSIBLE LEVER HANDLES AT 36 " -42" A.F.F. 1. GRAB BARS 1- 1/4 "- 1 -1/2" DIAMETER MOUNTED 1 -1/2" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. 2. FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE. 3. PROVIDE 5" COVED SANITARY BASE. 4. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 5. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT, AND VENTED TO THE OUTSIDE. 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER-RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND LOCAL HANDICAPPED CODE. 8. PROVIDE A 4' -0" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. 9. HOT WATER TANK CALL -OUT SEE 2.02. SEAT COVER DISP. I 6" 1' -6" GWB (PAINTED ) ON 1/2" PLY -WD SHEATHING ON THIS WALL ONLY 3' -0" r • D GRAB BAR TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. „2 � SCALE 1/2" = 1' -0" WAINSCOAT H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" SOAP / DISP ) WAINSCOAT COVED SANITARY BASE 30" X 36" MIRROR LEVER CONTROLS TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES X NOIEL HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR ' ASI PLAQUE TYPE ACRYLIC WITH SUBSURFACE GRAPHICS TEXT: SC901 ' WHITE HELD SC905 "BLUE" 1J_4' THICK, SURFACE APPLIED TO ,p00R, CENTER SYMBOL ON DOOR, 60 ABOVE FINISHED FLOOR. (UNISEX REST ROOM) TOILET SIGNAGE 3• • V-0 1 1/4" — GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS SEE 'ACCESSIBILITY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS EMENTS 1 -1 /2" ; ' ter/ SECURE TO BACKING PER M ANUFACTURER REQUIR EMENTS, TYPICAL SCHEDULED WALL, TYPICAL O GRAB BAR DETAIL ACTUAL sZE RESTROOM ACCESSORIES SCHEDULE MARK DESCRIPTION LAVATORY AND FAUCET WATER CLOSET GRAB BARS PAPER TOWEL DISPENSER TOILET PAPER DISPENSER MIRROR TOILET SEAT COVER DISPENSER SOAP DISPENSER DOOR SIGNS EXHAUST FAN FURN /INST. G.C. / G.C. G.C. / G.C. G.C. / C.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. REMARKS HANDICAPPED ACCESSIBLE HANDICAPPED ACCESSIBLE 36" REAR / 42" SIDE 1-1/2" DIA. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT 30" X 36" HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT MOUNT ON MIRROR FACE HANDICAPPED ACCESSIBLE SIGNAGE DIRECT WIRE TO LIGHT SWITCH FINISH WHITE /CHROME WHITE STAINLESS STEEL TEXTURED GRIP PLASTIC ACRYLIC PLASTIC ACRYLIC STAINLESS STEEL FRAME PLASTIC CLEAR ACRYLIC BLACK WITH WHITE LETTERING WHITE COVED SANITARY BASE H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" 0 GWB (PAINTED) WAINSCOAT — H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" DobI3 /* N, _� ate. oi oir 0yw MAR 1 Zuuti PERibi 6 CEi` G ti 2876 Southcenter Mall Tukwila, WA 98188 with c*. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration HAN ACC LEVE AT Issues and Revisions No. Date 1 02.08.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02006088.00 Description ENLARGED TOILET PLAN Computer File CW05- 2008— A5.DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. A -5 l . REGISTERED ARCHITECT KEI 1 STATE OF WASHINGTON 6294 Architect Registration Issues By Check PERMIT KLS RESTROOM PLANS AND DETAILS RESTROOM PLAN SCALE 1/2" = 1' -0" RESTROOM NOTES HEIGHT HANDICAPPED ACCESSIBLE LEVER HANDLES AT 36 " -42" A.F.F. 1. GRAB BARS 1- 1/4 "- 1 -1/2" DIAMETER MOUNTED 1 -1/2" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. 2. FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE. 3. PROVIDE 5" COVED SANITARY BASE. 4. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 5. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT, AND VENTED TO THE OUTSIDE. 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER-RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND LOCAL HANDICAPPED CODE. 8. PROVIDE A 4' -0" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. 9. HOT WATER TANK CALL -OUT SEE 2.02. SEAT COVER DISP. I 6" 1' -6" GWB (PAINTED ) ON 1/2" PLY -WD SHEATHING ON THIS WALL ONLY 3' -0" r • D GRAB BAR TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. „2 � SCALE 1/2" = 1' -0" WAINSCOAT H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" SOAP / DISP ) WAINSCOAT COVED SANITARY BASE 30" X 36" MIRROR LEVER CONTROLS TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES X NOIEL HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR ' ASI PLAQUE TYPE ACRYLIC WITH SUBSURFACE GRAPHICS TEXT: SC901 ' WHITE HELD SC905 "BLUE" 1J_4' THICK, SURFACE APPLIED TO ,p00R, CENTER SYMBOL ON DOOR, 60 ABOVE FINISHED FLOOR. (UNISEX REST ROOM) TOILET SIGNAGE 3• • V-0 1 1/4" — GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS SEE 'ACCESSIBILITY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS EMENTS 1 -1 /2" ; ' ter/ SECURE TO BACKING PER M ANUFACTURER REQUIR EMENTS, TYPICAL SCHEDULED WALL, TYPICAL O GRAB BAR DETAIL ACTUAL sZE RESTROOM ACCESSORIES SCHEDULE MARK DESCRIPTION LAVATORY AND FAUCET WATER CLOSET GRAB BARS PAPER TOWEL DISPENSER TOILET PAPER DISPENSER MIRROR TOILET SEAT COVER DISPENSER SOAP DISPENSER DOOR SIGNS EXHAUST FAN FURN /INST. G.C. / G.C. G.C. / G.C. G.C. / C.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. REMARKS HANDICAPPED ACCESSIBLE HANDICAPPED ACCESSIBLE 36" REAR / 42" SIDE 1-1/2" DIA. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT 30" X 36" HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT MOUNT ON MIRROR FACE HANDICAPPED ACCESSIBLE SIGNAGE DIRECT WIRE TO LIGHT SWITCH FINISH WHITE /CHROME WHITE STAINLESS STEEL TEXTURED GRIP PLASTIC ACRYLIC PLASTIC ACRYLIC STAINLESS STEEL FRAME PLASTIC CLEAR ACRYLIC BLACK WITH WHITE LETTERING WHITE COVED SANITARY BASE H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" 0 GWB (PAINTED) WAINSCOAT — H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" DobI3 /* N, _� ate. oi oir 0yw MAR 1 Zuuti PERibi 6 CEi` G ti 2876 Southcenter Mall Tukwila, WA 98188 with c*. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration HAN ACC LEVE AT Issues and Revisions No. Date 1 02.08.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02006088.00 Description ENLARGED TOILET PLAN Computer File CW05- 2008— A5.DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. A -5 l . REGISTERED ARCHITECT KEI 1 STATE OF WASHINGTON 6294 Architect Registration Issues By Check PERMIT KLS 15 1 SCALE: 1--1 /2 " =1 '-0" 14' 1 PTT\C RV _} SCALE: 1- 1/2 " =1' -0" x r FITTING RM. SCALE: 1/4 " =1' -0" METAL PLATE FOR PEG SHOWN, TOWEL BAR SIM. 5/8" GWB 1/2" PLYWOOD BLOCKING SECURE TO STUDS. RECESS SURFACE TO ALLOW STL,. PLATE TO BE FLUSH W/ GWB. TAPPED PEG (NICKEL IN FITTING ROOM, CAST IRON AT SALES) F.O.I.C. THREADED STUD TO TO RECEIVE PEG 4 "x4 "x1 /16" STEEL PLATE BOLT TO PLYWOOD, F.O.I.C. PEG LOCATO\ DETAIL 2X CONT F.R.T. WOOD BLOCKING AT BACK 1 - 1/4" THK. MAPLE PLANK BENCH FOUR EQ. PIECES FINISH Li 24" HC BE\CH. EASE EDGE, DO NOT ROUND 2X2 MAPLE SUPPORT 2"x2"X1/4" STL ANGLE ATTACHED TO EACH SIDE WALL; PROVIDE BLK'G IN WALLS COUNTER SUNK SCREWS TO 2x2 STOP. (2) AT EACH END. PAINT SCREW HEADS TO MATCH WALL 1/2" MDF. PAINT TO MATCH WALL 2x2 ACCESS PANEL STOP. TO EACH SIDE WALL; PROVIDE BLOCKING IN WALLS WALL BASE FINISH FLOOR FITTING R SCALE: 1 /4 " =1' -O" vl . MIRROR LIGHT 0 SIDE LIGHT AT VIRROR SCALE: 1---1 /2'=1' ---0" ALL WOOD BL FITTING RM. SCALE: 1 /4 " =1' -O" PROVIDE BLOCKING BEHIND MIRRORS, TYP. 13 PEG LOCATC LIGHT MIRROR MIRROR TOWEL BAR <'G. SHALL BE F.R.T. NOTIFY ARCHITECT IF DIMENSION 15 LESS THAN 6" MIRROR BY GC TOWEL BAR SIM. 3/4" PLYWD. BY GC SINGLE FLUOR. LAMP SECURE TO STUDS. AT SIDES ONLY 2X FRAME BY GC BLOCKING BY GC ® FITTING RM. SCALE: 1/4"=1'-0" TOWEL BAR DETAIL HC BENCH LIGHT TOWEL BAR r o FITTING RM. SCALE: 1/4"=1'-0" 0 0 FIT. RM. PEG STOP FLOOR DOOR BAR TOWEL 9/A -20 TYP. PEG DTL. FITTING RM SIDE —UT MIRROR SIDE—LIT MIRROR 9/A -20 TYP. PEG DTL. FITTING RM BAR TOWEL SIDE —LIT MIRROR l N FITTING RM. SCALE: 1 /4 " =1' -0" a SCALE: 1 /2 " =1' -0" 0-6 0 A-15 FITTING RM. SCALE: 1 /4 " =1' -0" l i f LIGHT -MIRROR 0 0 A-6 203] NOTE: PROVIDE BLOCKING BEHIND MIRRORS, TYP. FITTING RM. SCALE: 1 /4 " =1' - 0 " 0 P -13 N rip CODE -6/IENM � APPROVED City Of Tukwila BUILDING DIYISIOIst MAR 17 2008 f 1 2876 Southcenter Mall Tukwila, WA 98188 smite cc 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 02.08.08 6294 Architect Registration Issues By Check PERMIT KLS Project Name WESTFIELD SOUTHCENTER MALL Project Number 02006088.00 Description ENLARGED FIT PLAN /DETAILS Computer File CW05- 2008— A6.DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. A -6 /// / // // /// / / / / "/ / 1 11,' `` tr 1 15 1 SCALE: 1--1 /2 " =1 '-0" 14' 1 PTT\C RV _} SCALE: 1- 1/2 " =1' -0" x r FITTING RM. SCALE: 1/4 " =1' -0" METAL PLATE FOR PEG SHOWN, TOWEL BAR SIM. 5/8" GWB 1/2" PLYWOOD BLOCKING SECURE TO STUDS. RECESS SURFACE TO ALLOW STL,. PLATE TO BE FLUSH W/ GWB. TAPPED PEG (NICKEL IN FITTING ROOM, CAST IRON AT SALES) F.O.I.C. THREADED STUD TO TO RECEIVE PEG 4 "x4 "x1 /16" STEEL PLATE BOLT TO PLYWOOD, F.O.I.C. PEG LOCATO\ DETAIL 2X CONT F.R.T. WOOD BLOCKING AT BACK 1 - 1/4" THK. MAPLE PLANK BENCH FOUR EQ. PIECES FINISH Li 24" HC BE\CH. EASE EDGE, DO NOT ROUND 2X2 MAPLE SUPPORT 2"x2"X1/4" STL ANGLE ATTACHED TO EACH SIDE WALL; PROVIDE BLK'G IN WALLS COUNTER SUNK SCREWS TO 2x2 STOP. (2) AT EACH END. PAINT SCREW HEADS TO MATCH WALL 1/2" MDF. PAINT TO MATCH WALL 2x2 ACCESS PANEL STOP. TO EACH SIDE WALL; PROVIDE BLOCKING IN WALLS WALL BASE FINISH FLOOR FITTING R SCALE: 1 /4 " =1' -O" vl . MIRROR LIGHT 0 SIDE LIGHT AT VIRROR SCALE: 1---1 /2'=1' ---0" ALL WOOD BL FITTING RM. SCALE: 1 /4 " =1' -O" PROVIDE BLOCKING BEHIND MIRRORS, TYP. 13 PEG LOCATC LIGHT MIRROR MIRROR TOWEL BAR <'G. SHALL BE F.R.T. NOTIFY ARCHITECT IF DIMENSION 15 LESS THAN 6" MIRROR BY GC TOWEL BAR SIM. 3/4" PLYWD. BY GC SINGLE FLUOR. LAMP SECURE TO STUDS. AT SIDES ONLY 2X FRAME BY GC BLOCKING BY GC ® FITTING RM. SCALE: 1/4"=1'-0" TOWEL BAR DETAIL HC BENCH LIGHT TOWEL BAR r o FITTING RM. SCALE: 1/4"=1'-0" 0 0 FIT. RM. PEG STOP FLOOR DOOR BAR TOWEL 9/A -20 TYP. PEG DTL. FITTING RM SIDE —UT MIRROR SIDE—LIT MIRROR 9/A -20 TYP. PEG DTL. FITTING RM BAR TOWEL SIDE —LIT MIRROR l N FITTING RM. SCALE: 1 /4 " =1' -0" a SCALE: 1 /2 " =1' -0" 0-6 0 A-15 FITTING RM. SCALE: 1 /4 " =1' -0" l i f LIGHT -MIRROR 0 0 A-6 203] NOTE: PROVIDE BLOCKING BEHIND MIRRORS, TYP. FITTING RM. SCALE: 1 /4 " =1' - 0 " 0 P -13 N rip CODE -6/IENM � APPROVED City Of Tukwila BUILDING DIYISIOIst MAR 17 2008 f 1 2876 Southcenter Mall Tukwila, WA 98188 smite cc 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 02.08.08 6294 Architect Registration Issues By Check PERMIT KLS Project Name WESTFIELD SOUTHCENTER MALL Project Number 02006088.00 Description ENLARGED FIT PLAN /DETAILS Computer File CW05- 2008— A6.DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. A -6 LIGHT FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL # DESCRIPTION A COOPER/METALUX 2GA332Al20VEB82 2x4' LAY —IN FLUORESCENT, T8 ENERGY SAVING B LITHONIA 8W1 AZ INCANDESCENT RECESSED DOWNLIGHT, 8 60 WATTS C COOPER /METALUX GA232Al20VEBB1 1'x4' LAY —IN FLUORESCENT, T8 ENERGY SAVING X1 DUAL —LIGHT LXURWELEO IJTEFORM COLLECTION EXIT LIGHTS /BATTERY BACKUP X2 SUREIJTES CC7 EMERGENCY LIGHTING /BULBS INCLUDED HUBBELL CS1221W SINGLE POLE HEAVY DUTY TOGGLE SWITCH. 20A 120 -277V —WHITE pgL HUBBELL ATP1277W PASSIVE INFRARED AND U11UZE AS ADAPTIVE MICROPROCESSOR TO SELF ADJUST TIME DELAY AND SENSITIVITY D HUBBELL ATU1277RRW ULTRASONIC AND UTILIZE AS ADAPTIVE MICROPROCESSOR TO SELF ADJUST TIME DELAY AND SENSITIVITY FLOOR PLAN NOTES BY SYMBOL O VERIFY MOUNTING HEIGHTS AND REQUIREMENTS PRIOR TO INSTALLATION OF ANY RECEPTACLES. O INSTALL A GROUND WIRE AND LUG TO THE BACKBOARD FOR THE PURPOSE OF PROVIDING GROUND PROTECTION FOR EQUIPMENT CONNECTED TO THE T -1 LINE. GROUND SHOULD BE RUN DIRECTLY TO THE BACKBOARD FROM A GROUND ROD LOCATED IN THE WAN ROOM, OR IF INSTALLATION OF A GNI JND ROD IS IMPRACTICABLE DUE TO LOCATION, GROUND WIRE SHALL BE RUN DIRECTLY TO THE BACKBOARD FROM THE NEAREST ELECTRICAL SUB PANEL OR TRANSFORMER GROUND LUG. GROUND WIRE SHALL BE A MINIMUM SIZE OF #8 AWG THWN. ✓ NOT USED ®4 PROVIDE AND INSTALL NEW 60 AMP NEMA 3R DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO NEW ROOF TOP UNIT ON ROOF. VERIFY LOCATION IN FIELD. ✓ PRONDE AND INSTALL NEW DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO NEW WATER HEATER ABOVE CEILING. VERIFY LOCATION IN FIELD. © PROVIDE AND INSTALL NEW DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO STOREFRONT SIGN PER N.E.C. •f y ® IS X1 MEM ■■■ ■1■ ■ ■■ ■■■ ■■■ 9• .: -- :;;;rrrrrrrrrrr rirrrirrrfrrrrirrir�rir v ririr�rrr�fifi/ r 7 �eGrrrrGrGirrririrrGrrrrrGrGrirrGGrGGGGrrrirGGrGGrGGGGGriGGiG� ::r. rrr ,.-rrr/raia rrri,rrrr.. r rrrrrrr iiriririrrrrirrarirrrrrrri rrririrrrrirrfirf SCALE: 1 /4 = 1 • - 0 - { ELECTRICAL /POWER PLAN "Of ■■■■■■ MINER x1 + ELECTRICAL /LIGHTING PLAN 9i NEM NEM ■■■ MEN ■■■ ■■■ �rrrrr IU Ill ® PROVIDE AND INSTALL NEW 60 MP NEMA 3R DISCONNECT MD ALL ASSOCIATED ELECTRICAL FROM PANEL TO NEW ROOF TOP UNIT ON ROOF. VERIFY LOCATION IN FELD. 5 PROVIDE AND INSTALL NEW DISCONNECT AND ALL A�"SOCIATED ELECTRICAL FROM PANEL TO NEW ERIFY WATER HEATER ABOVE CE LING. V LOCATION IN KID. ® PROVIDE AND NMI NEW DISCONNECT AND ALL ASSOCIATED ELECTRICAL. FROM PANEL TO STOREFRONT SIGN PER N.E.C. 7.9,11 111 e11 + ■■■■■■ MEM ■■■■■■ ■■■■■■ ■■■■■■ ■■■■■■ MENEM ■ ■ ■ ■■■ ■■■■■■ f d' • NIRSIMINSI ■■®O■■ ■ ■■i■■ ti + —a SCALE 1/4' - 1• -0' ■■U ■ ■■ ■■■■■■ ■■ ■■■■■■ ■■■■■■ ■■■■■■ ■■■■■■ ■■N■■■ MM ■■■■ ■■N■■■ ■ ■0■■ =NW ■ ■...a ■ ■I ■■■■ ■■N■■■ ■ ■N■■ ■•IIR■ ■■ ■ ■K1■■■ r�i 7 Girri GGGrrrrrrrrrrGGGrrrGrrrarrrrarrarararrrrrrrrarGGarrrrirGGrirrrarrrrrraarrrrrirrraaGarrrrGr rrrrrr rir�rrrrGrGGGrrrrrr rr�ararrrrrrGGrrGGrGrrararriGrGarGriGGrGGGGGGGrrGG rGrGia ar�rrrraarrar� . ....... n ................. n..................................... ��. n............................... �.......GGGrirGGirrrir/ .� r rr r GGG /GGGGG GiGGrirGirGGriGririrGiGririrGiri 8 36 ME■■ ■■■N■■ ■ ■0■■ I■■N■■■ 1■■■■■■ Mow ■■ 4 9 . +10' -0 AFL' 111 ■i) F r: jlr:. �Nr 15 13 G GGG/G /G//r/GGGGG GGGGG//G/ G///%G . /G% GGG/% /G/ GG 4 r GGGGGG& s... MAR 17 2000 IEP 2876 Southcenter Mall Tukwila, WA 98188 smith c *. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Architect Registration Issues and Revisions No. Date 1 02.08.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description POWER /LIGHTING PLAN Computer File CW05- 2008- E1,DWG Scale AS NOTED Template 4.3 (120101) PERMIT KLS REGISTERED ARCH3TECT EJ I STATE OF WASHINGTON 6294 E -1 Issues By Check All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. P A\ E L RISER i I A G R A V REM RISER DIAGRAM GENERAL NOTES DESCRIPTION 1. TENANT'S GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL COPPER CONDUCTORS. 2. VERIFY ALL EXISTING CONDITIONS IN FIELD. ALL UPGRADES REQUIRED BY CODES, LANDLORD OR TENANT SHALL BE BY TENANT AT TENANTS EXPENSE. 3. ALL WIRING SHALL BE IN CONDUIT E.M.T. OR RIGID. FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTION, MAX LENGTH 6 FEET. NO BX, ROMEX, ARMORED CABLE, ETC ALLOWED. WIRE 277/480V 3 PH, 4 WIRE ELECTRICAL SERVICE 1 C BKR 1 VERIFY EXISTING CONDITIONS AND REQUIREMENTS PRIOR TO BIDDING AND INSTALLATION. 1 .- c"-- — 6 RISER DIAGRAv NOTES BY SYMBOL O PROVIDE AND INSTALL (4) #1 /0 MN CU, (1) #6 GROUND IN 2" CONDUIT FOR TENANT SERVICE. V PROVIDE AND INSTALL METER PER LOCAL U1ILJTY AND LOCAL AUTHORITY RECOMMENDATIONS. ® PROVIDE AND INSTALL 200 AMP DISCONNECT FUSED AT 125 AMPS FOR TENANT SERVICE. VERIFY LOCATION IN FIELD. 4 PROVIDE AND INSTALL (4) #1/0 THWN CU, (1) #6 GROUND IN LANDLORD PROVIDED 2" CONDUIT. ® PROVIDE AND INSTALL (4) #1/O THWN CU, (1) #6 GROUND IN 2" CONDUIT FOR PANEL 'H'. © PROVIDE AND INSTALL (3) #10 THWN CU, (1) #8 GROUND IN 3/4" CONDUIT FOR RTU -1 ON ROOF. 0 PROVIDE AND INSTALL (3) #10 THWN CU, (1) #8 GROUND IN 3/4" CONDUIT FOR RTU -2 ON ROOF. ® PROVIDE AND INSTALL 30 AMP DISCONNECT FOR RTU -1 ON ROOF. VERIFY LOCATION IN FIELD. ® PROVIDE AND INSTALL 30 AMP DISCONNECT FOR RTU -2 ON ROOF. VERIFY LOCATION IN FIELD. 10 NOT USED 11 PROVIDE AND INSTALL (3) #1/O THWN CU, IN 1 -1/4" CONDUIT FOR TRANSFORMER. 12 PROVIDE AND INSTALL A 75 KVA FLOOR MOUNTED TRANSFORMER. O. PROVIDE AND INSTALL (3) #3/0 THAN CU, (1) #6 GROUND IN 2" CONDUIT FOR PANEL 'A'. ® PROVIDE AND INSTALL 24 HR, 7 DAY TIMECLOCK FOR SHOW WINDOW AND SIGNAGE. PROVIDE NEW AS REQUIRED 12 1/20 X -- -- C SPACE r 1 1 I I 1 NEW PANEL — NEW PANEL — X 4 -- 1 EXISTING ELECTRICAL I 1 DISTRIBUTION SYSTEM(S) I ©� 4 F OR OTHER TENANTS I 3 1 0 L --I SPACE EXISTING LANDLORD WIREWAY — 1 7 X -- 4 -- 1 6 FLOOR LANDLORD TENANT 7 SPACE — -. PROVIDE AND INSTALL GROUND TO BUILDING STEEL PER N.E.C. \EW PA\ -L B Service: 120/208 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 200 Amp Main Circuit Breaker 200 Total Watts: 34,174 NEMA 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE WATTS DESCRIPTION CKT REM 6 1 EXIT /NIGHT LIGHTING 450 12 1/20 X -- -- -- SPACE 2 TRANSFORMER 3 3 SPACE — — — X -- -- -- SPACE 4 1.25 3 5 SPACE — — -- 7 X -- -- -- SPACE 6 — 3 7 SPACE — -. — X -- -- -- SPACE 8 2500 3 9 SPACE — — — X -- -- -- SPACE 10 13 11 WATER HEATER 750 12 2/20 — X -- -- -- SPACE 12 X -- -- -- SPACE 14 — 750 — 13 2 15 SIGN 1200 12 1/20 X -- -- -- SPACE 16 SPACE 18 17 SPACE — — — X — -- SPACE 18 19 SPACE — — -- X — -- -- SPACE 20 21 SPACE — -- — X -- -- — SPACE 22 23 SPACE — — — X -- -- — SPACE 24 25 SPACE — — — X -- -- -- SPACE 26 27 SPACE -- — — X 1/20 12 360 GFI RECEPTACLES 28 29 SPACE — — — X 1/20 12 1500 GENERAL RECEPTACLES 30 31 SPACE — — — X 1/20 12 1260 GENERAL RECEPTACLES 32 33 SPACE — — -- X 1/20 12 1080 GENERAL RECEPTACLES 34 35 SPACE — — -- X 1/20 12 1000 GENERAL RECEPTACLES 36 37 RTU -1 3133 6 3/50 X 1/20 12 1000 GENERAL RECEPTACLES 38 X 1/20 12 1000 GENERAL RECEPTACLES 40 39 3133 41 X — — — SPACE 42 3133 REMARKS TOTAL LOAD PHASE 'A 11,108 1 - PROVIDE GFCI BREAKER TOTAL LOAD PHASE 'B' 11,703 2 - CIRCUIT VIA TIME CLOCK TOTAL LOAD PHASE 'C' 11,363 3 - CIRCUIT VIA CONTACTOR 4 - PROVIDE BREAKER AND FUSES PER EQUIPMENT TOTAL LOAD ALL PHASES 34,174 WATTS MANUFACTURERS RECOMMENDATION 95 AMPS 5 - PROVIDE H.A.C.R. BREAKER 6 - PROVIDE A LOCK -ON BREAKER NOTE: T.G.C. SHALL PROVIDE NEW BREAKERS, FEEDERS AND CONDUIT AS REQUIRED FOR NEW ELECTRICAL DEVICES. T.G.C. TO BALANCE ALL PHASES TO WITHIN 10 %. * VERIFY EXACT EXISTING CIRCUIT(S) NUMBER IN FIELD. SHOWN ON PANEL FOR LOAD PURPOSES ONLY. \EW PA \EL LOAD TYPE Service: 277/480 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 200 Amp Main Circuit Breaker 125 Total Watts: 71,345 NEMA 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE WATTS DESCRIPTION CKT REM 6.0 1 VAV 1 2500 10 3/20 X 120 1/0 20,030 TRANSFORMER 2 1.5 19,150 4 4 4 3 2500 X 3/125 17,165 6 1.25 1.5 X 2500 SUPPLEMENTAL HVAC 5 1.25 7 VAV 2 2500 10 3/20 X — — — SPACE 8 X — — SPACE 10 2500 4 9 X — — — SPACE 12 11 2500 13 GENERAL LIGHTING 1250 12 1/20 X — — — SPACE 14 15 GENERAL LIGHTING 980 12 1/20 X — — — SPACE 16 17 GENERAL LIGHTING 1345 12 1/20 X -- — — SPACE 18 REMARKS TOTAL LOAD PHASE 'A' 25,030 1 - PROVIDE GFCI BREAKER TOTAL LOAD PHASE 'B' 24,150 2 - CIRCUIT VIA TIME CLOCK TOTAL LOAD PHASE 'C' 22,165 3 - CIRCUIT VIA CONTACTOR 4 - PROVIDE BREAKER AND FUSES PER EQUIPMENT TOTAL LOAD ALL PHASES 71,345 WATTS MANUFACTURERS RECOMMENDATION 86 AMPS 5 - PROVIDE HA.C.R. BREAKER 6 - PROVIDE A LOCK -ON BREAKER NOTE: T.G.C. SHALL PROVIDE NEW BREAKERS, FEEDERS AND CONDUIT AS REQUIRED FOR NEW ELECTRICAL DEVICES. T.G.C. TO BALANCE ALL PHASES TO WITHIN 10 %. * VERIFY EXACT EXISTING CIRCUIT(S) NUMBER IN FIELD. SHOWN ON PANEL FOR LOAD PURPOSES ONLY. E L_ E TR CAL LOAD S vI vI A R Y • • • • 120 VOLT CIRCUIT REFER TO RISER DIAGRAM FOR TIMECLOCK AND CONTACTORS LANDLORD SPECIFICATIONS OVERRIDE SWITCHES .a. 1. 'b' 'd' L____1 TIME CLOCK Q LIGHT SWITCHING DETAIL NOT TO SCALE • SIGN LIGHTS (B15) • GENERAL LIGHTS (B3) OFFICE LIGHTS (B5) OFFICE LIGHTS (B7) RECEPTION LIGHTS • (B9) Dos JL(3 MAR 17 2006 PE 2876 Southcenter Mall Tukwila, WA 98188 smith cs. 318 terry avenue n seethe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith®smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Architect Registration Issues and Revisions No. Date 1 02.08.08 Project Number 02008018.00 6294 Project Name WESTFIELD SOUTHCENTER MALL Description PANELSCHEDULES Issues By Check REGISTERED ARCI- hITECT KEI ' • 1 STATE OF WASHINGTON PERMIT KLS .r 4:44.,414,7- Computer File CW05- 2008 E2.DWG % 4", Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use an and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. E -2 LOAD TYPE CONNECTED KW FACTOR DEMAND KW VOLTAGE PH LIGHTING 4.8 1.25 6.0 120 1 RECEPTACLES 15.8 1.00 12.9 120 1 WATER HEATER 1.5 1.00 1.5 208 1 MISCELLANEOUS N/A 1.00 N/A 120 1 SIGN 1.2 1.25 1.5 120 1 SUPPLEMENTAL HVAC 1.4 1.25 1.7 120 1 HVAC g 4 - .25 OF LARGEST LOAD 11.9 208 3 TOTALS: 34.1 35.5 KW = 98 6 AMPS © 120/208 SERVICE E L_ E TR CAL LOAD S vI vI A R Y • • • • 120 VOLT CIRCUIT REFER TO RISER DIAGRAM FOR TIMECLOCK AND CONTACTORS LANDLORD SPECIFICATIONS OVERRIDE SWITCHES .a. 1. 'b' 'd' L____1 TIME CLOCK Q LIGHT SWITCHING DETAIL NOT TO SCALE • SIGN LIGHTS (B15) • GENERAL LIGHTS (B3) OFFICE LIGHTS (B5) OFFICE LIGHTS (B7) RECEPTION LIGHTS • (B9) Dos JL(3 MAR 17 2006 PE 2876 Southcenter Mall Tukwila, WA 98188 smith cs. 318 terry avenue n seethe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith®smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Architect Registration Issues and Revisions No. Date 1 02.08.08 Project Number 02008018.00 6294 Project Name WESTFIELD SOUTHCENTER MALL Description PANELSCHEDULES Issues By Check REGISTERED ARCI- hITECT KEI ' • 1 STATE OF WASHINGTON PERMIT KLS .r 4:44.,414,7- Computer File CW05- 2008 E2.DWG % 4", Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use an and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. E -2 PART 1 - GENERAL 1.01 SCOPE OF WORK: FURNISH AND INSTALL ALL EQUIPMENT AND EQUIPMENT AND PROVIDE ALL LABOR, TOOLS, TRANSPORTATION, SUPERINTENDENT AND SERVICES REQUIRED AND NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND /DR SPECIFIED HEREIN. ALSO ARE INCLUDED ALL OTHER WORK AND MISCELLANEOUS ITEMS, NOT SPECIFICALLY MENTIONED BUT REASONABLY INFERRED FOR A COMPLETE INSTALLATION INCLUDING ALL ACCESSORIES AND APPURTENANCE REQUIRED FOR TESTING THE SYSTEM. IT IS THE INTENT OF THE DRAWING AND SPECIFICATIONS THAT ALL SYSTEMS BE COMPLETE AND READY FOR OPERATION. 1.02 REGULATORY REQUIREMENTS CODE COMPLIANCE IS MANDATORY. NOTHING IN THESE DRAWINGS AND SPECIFICATIONS PERMITS WORK AND NOT CONFORMING TO THESE CODES. WHERE WORK IS SHOWN TO EXCEED MINIMUM CODE REQUIREMENTS, COMPLY WITH DRAWINGS AND SPECIFICATIONS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST RULES, CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: 1. OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS (OSH). 2. NFPA #70; NATIONAL ELECTRIC CODE (NEC). 3. NFPA #101: LIFE SAFELY CODE. 4, STATE FIRE MARSHAL. 5. LOCAL UTILITIES COMPANIES. 6. ALL LANDLORD GENERAL REQUIREMENTS FOR MALL. 1.03 UCENSE. FEES AND PERMITS: ELECTRICAL CONTRACTOR SHALL PAY FOR ALL LICENSES, PERMITS AND INSPECTION FEES REQUIRED BY THE AUTHORITY HAVING JURISDICTION AND SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS. 1.04 SAFETY AND INDEMNITY: THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF WORK. THIS REQUIREMENT WLL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. NO ACT, SERVICE, DRAWING REVIEW OR CONSTRUCTION REVIEW BY THE OWNER, THE ENGINEERS OR THEIR CONSULTANTS, 15 INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON, OR NEAR THE CONSTRUCTION SITE. 1.05 DRAWINGS AND SPECIFICATIONS: ALL DRAWINGS AND ALL DIVISIONS OF THESE SPECIFICATIONS SHALL BE CONSIDERED AS A WHOLE AND WORK OF THIS DIVISION SHOW ANYWHERE THEREIN SHALL BE FURNISHED UNDER THIS DIVISION. DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT AND WIRING. MOST DIRECT ROUTING OF CONDUITS AND WIRING 15 NOT ASSURED. EXACT REQUIREMENTS SHALL BE GOVERNED BY CONDITIONS. NO EXTRA PAYMENT WLL BE ALLOWED FOR WORK REQUIRED BECAUSE OF THESE CONDITIONS, WHETHER SPECIFICALLY MENTIONED OR NOT. 1.06 CONDITIONS AT SITE: THE ELECTRICAL CONTRACTOR SHALL HAVE EXAMINED THE SITE AND FAMIUARIZED THEMSELVES WITH ALL DISCERNIBLE EXISTING CONDITIONS. NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK REQUIRED BECAUSE OF THESE CONDITIONS SHALL BE INCLUDED IN THE BID. 1.07 WORKMANSHIP AND CONTRACTOR'S QUALIFICATIONS: ONLY QUALITY WORKMANSHIP WILL BE ACCEPTED. HAPHAZARD OR POOR INSTALLATION WILL BE CAUSE FOR REJECTION OF WORK. THE CONTRACTOR SHALL BE A LICENSED MASTERED ELECTRICIAN OF THE STATE IN WHICH THE JOB IS LOCATED. 1.08 SHOP DRAWINGS AND MATERIALS LISTS: SUBMIT TO OWNER IN A SINGLE PACKAGE SIX (6) COPIES OF COMPLETE SHOP DRAWINGS AND MATERIALS LISTS, AS NOTED BELOW, FOR REVIEW WITHIN FIFTEEN (15) DAYS AFTER AWARD OF CONTRACT. SUBMITTALS REQUIRED AS FOLLOWS: 1. WIRING DEVICES: SWITCHES, RECEPTACLES, DEVICE PLATES. 2. ENCLOSURES FOR UTILITY COMPANY METERING. 3. MAIN FUSED DISCONNECT SWITCH. 4. PANELBOARDS 5. DISCONNECT SWITCHES 6. LIGHT FIXTURES, LAMPS AND LIGHTING CONTROL EQUIPMENT. 1.09 SUBSTITUTIONS: ONE OF MORE MAKES OF MATERIALS OR METHODS MAY HAVE BEEN SPECIFIED TO ESTABLISH THE STANDARD OF QUAUTY, WORKMANSHIP, FINISH AND DESIGN REQUIRED, BUT OTHER MATERIALS OR METHODS EQUAL IN QUALITY, WORKMANSHIP, FINISH, DESIGN, AND GUARANTEED PERFORMANCE, WILL BE ACCEPTED. HOWEVER, ALL CHANGES AND SUBSTITUTIONS SHALL BE REQUESTED IN LETTER FORM AND SHALL BE ACCOMPANIED WITH A STATEMENT OF THE AMOUNT OF MONEY TO BE RETURNED TO THE CONTRACT IF THE SUBSTITUTION IS PERMITTED. NO WORK INVOLVING MATERIALS SUBMITTED FOR SUBSTITUTION SHALL PROCEED UNTIL WRITTEN ACCEPTANCE 15 RECEIVED FROM THE OWNER. THE OWNER IS THE SOLE JUDGE OF ACCEPTABILITY OF PREFERRED SUBSTITUTIONS. IF A SUBSTITUTION ITEM IS PERMII ILD, AND ANY RE- DESIGN EFFORT IS THEREBY NECESSITATED, THE REQUIRED RE- DESIGN SHALL BE AT THE CONTRACTOR'S EXPENSE. 1.10 COORDINATION: COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH -IN AND CONNECTION FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRED ELECTRICAL CONNECTIONS. INFORM CONTRACTORS OF OTHER TRADES THAT REQUIRE ACCESS TO AND CLEARANCES AROUND ELECTRICAL EQUIPMENT TO MAINTAIN SERVICE ABILITY AND CODE COMPLIANCE. VERIFY EQUIPMENT DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION. CHECK ACTUAL JOB CONDITIONS BEFORE FABRICATING WORK. REPORT NECESSARY CHANGES IN TIME TO PREVENT NEEDLESS WORK. CHANGES OR ADDITIONS, SUBJECT TO ADDITIONAL COMPENSATION, WHICH ARE MADE WITHOUT WRITTEN AUTHORIZATION AND AN AGREED PRICE, SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE. 1.11 CUTTING AND PATCHING: ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISION IS INCLUDED HEREIN. COORDINATION WITH GENERAL CONTRACTOR AND OTHER TRADES IS IMPERATIVE. CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR AND THE ADDED EXPENSE OF ADJUSTING FOR IMPROPER HOLES, SUPPORTS, ETC. 1.12 ACCEPTANCE DEMONSTRATION: UPON COMPLETION OF THE WORK, AT A TIME TO BE DESIGNATED BY THE OWNER, THE CONTRACTOR SHALL DEMONSTRATE FOR OWNER THE OPERATION OF THE ELECTRICAL INSTALLATION, INCLUDING ANY AND ALL SPECIAL ITEMS INSTALLED BY HIM OR INSTALLED UNDER HIS SUPERVISION. PROPERTY SET AUTOMATIC TIME SWITCHES TO PERFORM SWITCHING OPERATIONS IN ACCORDANCE WITH SCHEDULES PROVIDED BY THE OWNER'S REPRESENTATIVE, AND DEMONSTRATE (USING THE MANUFACTURER'S OPERATING INSTRUCTIONS) HOW TO OVERRIDE AND /OR TEST TIME SWITCHES PROGRAMMING. 1.13 RECORD DRAWINGS, EQUIPMENT DATA MAINTAIN ONE SET OF CLEAN WORKING DRAWINGS AT THE JOB SITE AND ENTER DAILY SUCH AS -BUILT INFORMATION AS FEEDER AND SERVICE ROUTES, PULL BOX LOCATIONS AND CHANGES IN LAYOUT OR ARRANGEMENT WHICH OCCUR DURING CONSTRUCTION. DELIVER COMPLETED DRAWINGS TO THE OWNER. DELIVER TO THE OWNER'S REPRESENTATIVE THREE COPIES OF DATA SHEETS OR OTHER CURRENT MANUFACTURERS PUBLICATIONS FOR EACH ITEM OF ELECTRICAL EQUIPMENT FURNISHED FOR THE PROJECT INCLUDING AT LEAST THESE DATA: 1. TECHNICAL DESCRIPTION AND REPLACEABLE PARTS UST. 2. PHYSICAL DESCRIPTION AND INSTALLATION INSTRUCTIONS. 3. USER'S MANUAL AND OPERATING INSTRUCTIONS. 4. MANUFACTURER'S WARRANTY. 1.14 CLEANUP RID THE PREMISES OF SCRAP MATERIALS, TRASH AND DEBRIS BOTH DURING CONSTRUCTION AND AT COMPLETION OF THE PROJECT. LEAVE THE BUILDING AND SURROUNDING AREA IN A CLEAN AND ORDERLY CONDITION. 1.15 GUARANTEE: GUARANTEE THE INSTALLATION FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER DATE OF CERTIFICATION OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS DEVELOPING DURING THIS PERIOD, WITHOUT CHANGE. 1.16 TEMPORARY SERVICES: PROVIDE ADEQUATE AND SAFE TEMPORARY ELECTRICAL POWER AND LIGHTING THROUGHOUT THE CONSTRUCTION AND FINISHING OF THE PREMISES FOR BENEFICIAL OCCUPANCY. IN ADDITION TO SPECIAL OR UNUSUAL REQUIREMENTS, PROVIDE AT LEAST THESE ITEMS: 1. THREE 20 -AMP CIRCUITS FOR CONSTRUCTION POWER TOOLS. PROVIDE GH TEMPORARY CIRCUITS WITH COVERPLATES TO MEET OSHA REQUIREMENTS. 2. THREE OR MORE LIGHT STRINGS SUSPENDED APPROXIMATELY ONE FOOT BELOW THE HEIGHT OF FINISH CEILING WITH LAMPS SPACED NOT MORE THAN TWELVE FEET ON CENTERS. STRINGS SHALL BE RUN THE LENGTH OF THE STORE SPACE PARALLEL TO THE DEMISING WALLS, WITH ONE STRING WITHIN EIGHT FEET OF EACH WALL AND ONE (OR MORE) INTERMEDIATE STRING(S) ARRANGED TO LIMIT THE SPACING BETWEEN ROWS TO SIXTEEN FEET OR LESS. 3. FLOOD LIGHTING AND TASK LIGHTING FOR PAINTING AND OTHER FINISH WORK. WHEN PERMANENT ELECTRICAL SERVICE IS OPERABLE, DISCONNECT AND REMOVE FROM THE PREMISES THE MATERIALS AND EQUIPMENT USED FOR TEMPORARY POWER AND LIGHTING, AND RESTORE MODIFICATIONS AND REPAIR DAMAGE CAUSED BY THE INSTALLATION, USE OR REMOVAL OF TEMPORARY SERVICE PROVISIONS. 1.17 OWNER - FURNISHED ITEMS: CONTRACTOR SHALL INSTALL, CONNECT AND COMPLETE THE FOLLOWING ITEMS FURNISHED BY THE OWNER AND SHALL PROVIDE WIRES, CABLES, CONNECTORS, PIGTAILS, CORDS AND CORD -CAPS, BOXES, CONDUIT, PLATES, SUPPORTS, AND. OPERATING TESTS TO MAKE COMPONENTS AND SYSTEMS OPERATE SATISFACTORILY. PROVIDE SYSTEMS DRAWING FROM THE MANUFACTURER THROUGH THE OWNER IN ORDER TO INSTALL COMPLETE OPERABLE SYSTEM. 1. MUSIC SOUND SYSTEM COMPONENTS. 2. ENTRY ALARM SYSTEM CONTROL PANEL AND CONTACTS /SECURITY SYSTEMS. PART 2 - PRODUCTS 2.01 MATERIAL APPROVAL ALL MATERIALS MUST BE NEW AND BEAR UNDERWRITERS LABORATORIES LABEL. MATERIALS THAT ARE NOT COVERED BY UL TESTING STANDARDS SHALL BE TESTED AND APPROVED BY AN INDEPENDENT TESTING LABORATORY OR A GOVERNMENTAL AGENCY. MATERIAL NOT IN ACCORDANCE WITH THESE SPECIFICATIONS MAY BE REJECTED EITHER BEFORE OR AFTER INSTALLATION. 2.02 CONDUITS AND OTHER RACEWAYS: A. RIGID STEEL HOT- DIPPED GALVANIZED. B. INTERMEDIATE METAL CONDUIT (IMC): HOT- DIPPED GALVANIZED C. ELECTRICAL METALLIC TUBING (EMT): ELECTRO- GALVANIZED. D. WIREWAY CODE GAUGE STEEL, WITH KNOCKOUTS AND HINGED COVER, CORROSION RESISTANT GRAY BAKED ENAMEL FINISH. E. PROVIDE FITTINGS AND ACCESSORIES APPROVED FOR THE PURPOSE EQUAL IN ALL RESPECTS TO THE CONDUIT OR RACEWAY. EMT CONNECTORS AND COUPLINGS SHALL BE STEEL SETSCREW TYPE INDOORS AND STEEL COMPRESSION TYPE IN WET LOCATIONS AND OUTDOORS. 2.03 WIRES AND CABLES: A. FOR POWER AND LIGHTING SYSTEM 600V OR LESS: 1. CONDUCTOR: MINIMUM SIZE #12 . A. #12 AND #10 AWG SOLID COPPER. B. #8 AWG AND LARGER SHALL BE STRANDED COPPER. 2. INSULATION TYPE: A. #12 TO #1 AWG: THWN FOR WET OR UNDERGROUND AND THWN FOR DRY LOCATIONS. B. #10 THROUGH #4/0 AWG: XHHW (55 MILS). C. #250 MCM AND LARGER XHHW (65 MILS). D. GROUNDING WIRE: TW. B. FOR SIGNAL AND COMMUNICATIONS CIRCUIT: 1. SPECIAL CABLES SHALL BE AS SPECIFIED ON DRAWINGS. 2. CONDUCTORS FOR GENERAL USE SHALL BE STRANDED COPPER CONDUCTOR, #16 AWG MINIMUM, WITH THWN INSULATION FOR UNDERGROUND OR WET LOCATIONS AND THHN INSULATION FOR DRY LOCATIONS. C. ACCEPTABLE PRODUCTS GENERAL ELECTRIC, ANACONDA, OKONITE, PARANITE OR TRIANGLE PRODUCTS CONFORMING OR EXCEEDING APPLICABLE IPCEA STANDARDS. 2.04 OUTLET BOXES, JUNCTION AND PULL BOXES: A. OUTLET BOXES: 4" SQUARE X 1 - 1/2" DEEP (OR LARGER) GALVANIZED SHEET STEEL KO -TYPE WITH PLASTER RING AND COVER FOR GENERAL INTERIOR USE AND CAST METAL TYPE FS OR ED WITH MATCHING SCREW COVERS FOR EXTERIOR AND EXPOSED INTERIOR LOCATIONS (GASKETED IN DAMP OR WET LOCATIONS). B. JUNCTION BOXES SHALL BE SAME AS OUTLET BOXES UP TO 42 CU. IN. AND CODE- GAUGE STEEL IN LARGER SIZES WITH SURFACE OR FLUSH -TYPE SCREW - MOUNTED TRIM COVERS, BOTH BOXES AND COVERS INHIBITOR- PRIMED AND PAINTED INSIDE OUT. C. PULL BOXES SHALL BE SAME AS JUNCTION BOXES UNLESS INDICATED OTHERWISE ON THE DRAWINGS, WITH COVERS. D. TELEPHONE OUTLET BOXES SHALL BE THE TYPE AND SIZE REQUIRED BY THE SERVING TELEPHONE COMPANY BUT NOT SMALLER THAN 4- 11/16" SQUARE X 2 -1/8" DEEP WITH SINGLE -GANG RING AND SIERRA #S -754N SPOT PLATE BUSHING. E. ALL BOXES AND ASSOCIATED COMPONENTS SHALL BE STEEL CITY 683 SERIES, WITH P60 -33 COVERPLATE. 2.05 WIRING DEVICES AND PLATES: WIRING DEVICES AND PLATES SHALL BE HUBBELL. ARROW HART, GE OR P &S WITH HUBBELL NUMBERS USED TO SPECIFY TYPE USED. STANDARD DESIGN: A. SWITCH AND RECEPTACLES DEVICES SHALL BE IVORY EXCEPT WHEN THE DEVICE IS LOCATED ORE A PURPLE WALL, WHEN ON PURPLE WAIL DEVICE SHALL BE BLACK B. ISOLATED GROUND RECEPTACLES SHALL BE WHITE WITH ORANGE TRIANGLE AS REQUIRED PER NEC, MANUFACTURED BY LEVITON # 5362 -IGW OR APPROVED EQUAL. C. SWITCHES SHALL BE 20 AMP, 120/277 VOLT A.C. RATED SINGLE POLE SWITCHES SHALL BE #1221 AND 3 -WAY SWITCHES SHALL BE #1223. D. RECEPTACLES SHALL BE GROUNDING TYPE #5.362. 2.06 CONDUIT HANGERS: FOR INDIVIDUAL CONDUIT RUNS NOT DIRECTLY FASTENED TO THE STRUCTURE, USE ROD HANGERS MANUFACTURED BY CADDY, UNISTRUT OR POWERSTRUT. FOR MULTIPLE CONDUIT RUNS, USE UNISTRUT OR POWERSTRUT TRAPEZE TYPE CONDUIT SUPPORT DESIGNED FOR MAXIMUM DEFLECTION NOT GREATER THAN 1/8" 2.07 IMRE CONNECTORS: FOR WIRE SIZES #8 AWG AND SMALLER INSULATED PRESSURE TYPE (WITH LIVE SPRING) RATED 105 DEGREES C. 600V, FOR BUILDING WIRING AND 1000W IN SIGNS OR FIXTURES, SCOTCHLOK OR IDEAL FOR WIRE SIZE #6 AWG AND LARGER T & B OR EQUIVALENT COMPRESSION TYPE WITH 3M #33 OR PLYMOUTH ° SLIPKNOT GRAY" TAPE INSULATION. 2.08 PANELBOARD: A. CONSTRUCTION: CABINETS SHALL BE OF CODE GAUGE, GALVANIZED STEEL, SURFACE OR FLUSH MOUNTED AS INDICATED. DOORS SHALL BE OF COLD - ROLLED STEEL WITH CONCEALED HINGES AND FLUSH CATCH AND LOCK. ALL PANELS SHALL BE KEYED ALIKE. PANELS LOCATED ADJACENT TO EACH OTHER SHALL HAVE IDENTICALLY SIZED ENCLOSURE AND TRIMS. MINIMUM PANEL WIDTH SHALL BE 20 ". FINISH EXPOSED PART WITH ONE COAT OF PRIMER AND ONE COAT OF LIGHT GRAY ENAMEL SUITABLE FOR OVER PAINTING IN FIELD IT DESIRED. B. BUS BARS: PROVIDE GROUND BLOCK WITH FULL COMPLEMENT OF TERMINALS IN ADDITION TO INSULATED NEUTRAL BUS. FUTURE BREAKER SPACES SHALL HAVE COMPLETE PROVISION INCLUDING BUSSES AIR CONNECTING HARDWARE. C. MANUFACTURER PANELBOARD SHALL IN GENERAL ELECTRIC TYPE AQ OR TYPE AE OR EQUIVALENT PRODUCTS OF CU I I LR-HAMMER, SQUARE D, OR SIEMENS -ITE. D. CIRCUIT BREAKERS SHALL BE BOLT -ON, THERMAL - MAGNETIC, MOLDED CASE TYPE: U.L LISTED FOR SWITCHING DUTY. BREAKERS SHALL HAVE ON OVER- CENTER TRIP FREE, TOGGLE TYPE HANDLE WITH QUICK -MAKE, QUICK -BREAK ACTION. 1. 120/208 VOLT PANELS: SHALL BE GENERAL ELECTRIC TYPE "Q" UNE, BOLT -ON TYPE, WITH MINIMUM SYMMETRICAL INTERRUPTING CAPACITY AS SHOWN. NO SERIES RATING ALLOWED. 2. PROVIDE MULTI --POLE UNITS WITH COMMON TRIP ELEMENT. 3. CIRCUIT BREAKERS USED ON "ON -OFF" CONTROL OF FLUORESCENT LIGHTING (PANELBOARD SWITCHING) SHALL BE UNDERWRITERS - LABORATORIES LISTED AND MARKED "SWD" TO INDICATE THEIR SUITABILITY. E. IDENTIFICATION: PROVIDE SCREWED -ON (NO ADHESIVES) BAKELITE OR PHOTO- ETCHED METALLIC NAMEPLATE IDENTIFICATION AN OUTSIDE OF EACH PANEL SHOWING PANEL DESIGNATION, VOLTAGE, AND PHASE IN MINIMUM 1/4" HIGH LETTERS. EACH PANEL SHALL CONTAIN A METAL - FRAMED CIRCUIT DIRECTORY INSIDE COVER, WITH PLASTIC PROTECTOR. F. COMPLETE SHOP DRAWINGS ARE REQUIRED. SEE ARTICLE 1.08. 2.09 DRY TYPE TRANSFORMER: A. GENERAL: EQUIPMENT SHALL CONFORM TO OR EXCEED REQUIREMENTS OF NEMA, ANSI STANDARD C89.2 FOR DRY TYPE TRANSFORMERS FOR GENERAL APPLICATIONS. ACCEPTABLE PRODUCTS ARE THOSE OF GENERAL ELECTRIC COMPANYS "QHT" LINE OR EQUIVALENT SQUARE D, SIEMENS -ITE, OR CUTTLER- HAMMER. ELECTRICAL RATINGS: 1. PRIMARY WINDINGS VOLTAGE 480 VOLTS, 3- PHASE, DELTA. SECONDARY WINDING VOLTAGES 208Y/120 VOLTS, 3 -PHASE GROUNDED. FREQUENCY: 60 HZ. KVA RATING: AS SHOWN ON DRAWNGS. TOPS: SIX (6) 2.5% FULL CAPACITY TAPS, 2 ABOVE AND 4 BELOW, RATED VOLTAGE. IMPEDANCE: FOR TRANSFORMERS LARGER THAN 75 KVA, 4.5% MINIMUM, 5.75 MAXIMUM 2. WINDING TEMPERATURE RISE SHALL BE 150 DEGREES CENTIGRADE IN ACCORDANCE WITH UL SPECIFICATION ARTICLE 506. 3. TRANSFORMER SHALL BE CAPABLE OF OPERATING AT 100% OF NAMEPLATE RATING CONTINUOUSLY WHILE IN AN AMBIENT TEMPERATURE NOT EXCEEDING 40 DEGREES CENTIGRADE. 4. TRANSFORMER SHALL MEET THE DAILY OVERLOAD REQUIREMENTS OF ANSI STANDARD C57.96. C. VIBRATION ISOLATION, FACTORY - INSTALLED: PROVIDE NEOPRENE RUBBER PADS TO ISOLATE CORE AND COIL ASSEMBLY FROM TRANSFORMER ENCLOSURE. D. INSTALLATION: 1. ANCHOR TRANSFORMER SECURITY WITH MINIMUM 1/2" DIAMETER BOLTS. STRENGTH OF BOLTS USED TO SECURE THE TRANSFORMER SHALL BE SUFFICIENT TO RESIST SHEAR AND UPLIFT PRODUCED BY FORCE EQUAL TO 1/2 OF THE EQUIPMENT MASS APPLIED HORIZONTALLY AT ENTER OF GRAVITY. 2. PROVIDE 1 THICK HIGH RESILIENCY PADS TO ISOLATE TRANSFORMER FROM FLOOR OR PLATFORM. KORFUND "ELASTO RIB" OR EQUIVALENT. 3. USE FLEXIBLE CONDUITS AT LEAST 24" LONG FOR ELECTRICAL CONNECTIONS. 4. PROVIDE GROUNDING OF EACH TRANSFORMER SECONDARY INCLUDING ALL CONDUITS. WIRES, AND CONNECTORS IN ACCORDANCE WITH NEC 250 -26 AND ANY LOCAL ADDITIONAL REGULATIONS. 2.10 INDIVIDUALLY MOUNTED MOTOR CONTROLLER: A. FOR POLYPHASE MOTORS: COMBINATION MOTOR CIRCUIT PROTECTOR AND MAGNETIC STARTER, WITH 3 -LEG OVERLOAD PROTECTION. PROVIDE TWO INTERLOCK CONTACTS OF THE INTERCHANGEABLE OPEN -CLOSE TYPE. PROVIDE HAND -OFF AUTOMATIC SELECTOR SWITCH, MOTOR RUNNING PILOT LIGHT AND RESET BUTTON IN COVER. CIRCUITS 300V AND OVER SHALL BE PROVIDED WITH INDIVIDUAL 120V CONTROL TRANSFORMERS. B. STARTERS FOR FRACTIONAL HORSEPOWER 120V MOTORS SHALL BE MANUAL TYPE UNLESS SHOWN OTHERWISE, EQUIPPED WITH BUILT -IN OVERLOAD PROTECTION. C. ACCEPTABLE MANUFACTURERS GENERAL ELECTRIC SIEMENS, SQUARE D, CUTTER - HAMMER, AND ALLEN BRADLEY. 2.11 LIGHTING A. LIGHTING TO BE PROVIDED BY OWNER. SUBCONTRACTORS TO INSTALL ALL FIXTURES COMPLETE, INCLUDING LAMPS AND BALLASTS, READY FOR SERVICE. B. SUPPORTS: PROPER SUPPORTS AND MOUNTING ACCESSORIES, SUCH AS HANGERS, STEMS, YOKES, PLASTER FRAMES, ETC SHALL BE PROVIDED AS REQUIRED BY THE TYPE OF CEILING INSTALLED WHERE SWIVEL CANOPIES OR BALL ALIGNERS ARE SPECIFIED, THEY SHALL CAUSE FIXTURE TO HANG PLUMP REGARDLESS OF CEILING SLOPE. C. FIXTURE DESIGNATION: FIXTURE TYPES ARE DESIGNATED ON DRAWINGS, WHERE ONLY ONE FIXTURE DESIGNATION 15 SHOWN, IT APPLIES TO ALL FIXTURES IN THAT ROOM OR AREA. FOR EXACT FIXTURE COUNT AND LOCATION REFER TO REFLECTED CEILING PLAN. D. WIRE 1 -LAMP AND 3 -LAMP FLUORESCENT FIXTURES IN TANDEM WHERE REQUIRED BY CODE. E. BALLASTS: ADVANCE, GE, OR APPROVED HIGH FREQUENCY ELECTRONIC, FULL LIGHT OUTPUT, ENERGY SAVING, CLASS "P ", HIGH POWER FACTOR. ETL CERTIFIED, SOUND RATING ° A ° OR AS INDICATED ON DRAWINGS. 2.12 MISCELLANEOUS MATERIALS: A: SAFETY SWITCHES: HEAVY DUTY TYPE, 600V, HORSEPOWER RATED FOR MOTORS, FUSED OR NON -FUSED AS REQUIRED. MOUNT IN ENCLOSURE WTH NEMA RATING AS REQUIRED FOR THE SPECIFIC APPLICATION GENERAL ELECTRIC, SQUARE D OR CUTLER - HAMMER. PART 3 - EXECUTION 3.01 GENERAL A. ELECTRIC SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. GOVERN EXACT ROUTING OF CABLE AND WRING AND THE LOCATIONS OF OUTLETS BY THE STRUCTURE AND EQUIPMENT SERVED. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS. B. CONSULT ALL OTHER DRAWINGS, VERIFY SCALES AND REPORT ANY DIMENSIONS, DISCREPANCIES OR OTHER CONFLICTS WITH OWNER BEFORE SUBMITTING BID. C. ALL HOME RUNS TO PANELBOARDS ARE INDICATED AS STARTING FROM THE OUTLET NEAREST THE PANEL AND CONTINUING IN THE GENERAL DIRECTION OF THAT PANEL CONTINUE SUCH CIRCUITS TO THE PANEL AS THOUGH THE ROUTES WERE COMPLETELY INDICATED. TERMINATE HOMERUNS OF SIGNAL, ALARM, AND COMMUNICATION SYSTEMS IN A SIMILAR MANNER. D. AVOID CUTTING AND BORING HOLES THROUGH STRUCTURE OR STRUCTURAL MEMBERS WHEREVER POSSIBLE. OBTAIN PRIOR APPROVAL OF OWNER AND CONFORM TO ALL STRUCTURAL REQUIREMENTS WHEN CUTTING OR BORING THE STRUCTURE IS NECESSARY AND PERMITTED. E. FURNISH AND INSTALL ALL NECESSARY HARDWARE, HANGERS, BLOCKING, BRACKETS, BRACING, RUNNERS, ETC. REQUIRED FOR EQUIPMENT SPECIFIED UNDER THIS SECTION. F. PROVIDE NECESSARY BACKING REQUIRED TO INSURE RIGID MOUNTING OF OUTLET BOXES. 3.02 WIRING METHODS: A. NO 'ROMEX' OR 'BX' WRING IS PERMITTED - ALL ELECTRICAL WRING MUST BE IN CONDUIT. B. CONDUIT SHALL BE RIGID STEEL, IMC OR EMT AS FOLLOWS: 1. ABOVE GROUND: USE RIGID STEEL IMC OR EMT. A. WET LOCATIONS: RIGID STEEL OR IMC ONLY. B. LOCATIONS SUBJECT TO MECHANICAL INJURY: RIGID STEEL OR IMC ONLY. C. DRY LOCATIONS AND NOT SUBJECT TO MECHANICAL INJURY: EMC OR RIGID STEEL CONDUIT 2. UNDERGROUND: USE RIGID STEEL C. USE FLEXIBLE CONDUITS IN THE FOLLOWING APPLICATIONS. 1. RECESSED LIGHTING FIXTURES. 2. MOTOR CONNECTIONS. 3. AT BUILDING JOINTS AND WET LOCATIONS, FLEXIBLE CONDUIT SHALL BE LIQUID TIGHT TYPE. D. LIGHT FIXTURES INSTALLED IN SHEETROCK CEILINGS MAY BE WIRED FROM FIXTURE TO FUTURE USING METAL CLAD (MC) CABLE. VERIFY THAT LIGHT FIXTURES ARE PROVIDED WITH JUNCTION BOXES APPROVED FOR THIS PURPOSE. MC TYPE CABLE TO MEET ANSI /NFPA 70 REQUIREMENTS. CABLE ARMOR TO BE INTERLOCKED STEEL METAL TAPE. MC TYPE CABLE MANUFACTURED BY AFC CABLE SYSTEMS, PIRELLI CABLE CORPORATION AND SOUTHWIRE COMPANY ARE APPROVED. MC CABLE SHALL NOT BE USED TO WIRE LIGHT FIXTURES INSTALLED IN LAY -IN OR EXPOSED CEILINGS, OR TO WIRE RECEPTACLES. 3.03 INSTALLATION OF CONDUITS: GENERAL: 1. RUN ALL CONDUIT CONCEALED UNLESS OTHERWISE NOTED OR SHOWN. 2. RUN ALL CONDUIT PARALLEL TO OR AT RIGHT ANGLES TO CENTER ONES OF COLUMNS END BEAMS. 3. CONDUITS ABOVE CEILINGS SHOULD NOT OBSTRUCT REMOVAL OF CEIUNG TILES, LIGHTING FIXTURES, AIR DIFFUSERS, ETC. 4. CONDUITS SHALL NOT CROSS ANY DUCT SHAFT OR AREA DESIGNATED AS FUTURE DUCT SHAFT HORIZONTALLY. CONDUIT RISERS WHEN ALLOWED IN DUCT SHAFT MUST BE COORDINATED WITH MECHANICAL WORK TO AVOID ANY CONFUCT. B. CONDUIT SUPPORTS: 1. SUPPORT CONDUITS WITH UNDERWRITER'S LABORATORIES LISTED STEEL CONDUIT SUPPORTS AT INTERVALS REQUIRED BY THE NATIONAL ELECTRIC CODE. WIRES OR SHEET METAL STRIPS ARE NOT ACCEPTABLE FOR CONDUIT SUPPORT. USE CONDUIT HANGERS FOR ALL CONDUITS NOT DIRECTLY FASTENED TO STRUCTURE AND FOR ALL MULTIPLE CONDUIT RUNS. DO NOT ATTACH ANY CONDUIT TO MECHANICAL DUCTS OR PIPES. 2. INDIVIDUAL CONDUITS 1/2" AND 3/4" SIZE FOR LIGHTING MAY BE SUPPORTED FROM CEILING SUPPORT WIRES WITH CADDY CUPS ONLY IF ACCEPTABLE TO LOCAL CODE. ONLY ONE CONDUIT IS PERMITTED TO BE ATTACHED TO ANY CEILING SUPPORT WIRE. HANG SUCH CONDUIT 50 AS NOT TO AFFECT LEVEL OF CEILING. 3. AVOID ATTACHING CONDUIT TO FAN PLENUMS. WHEN IT 15 NECESSARY TO SUPPORT CONDUIT FROM FAN PLENUM, PROVIDE A LENGTH OF FLEXIBLE CONDUIT BETWEEN PORTION ATTACHED FAN PLENUM AND PORTION ATTACHED TO THE BUILDING TO MINIMIZE TRANSMISSION OF VIBRATION TO THE BUILDING STRUCTURE. C. CONDUIT PENETRATION: 1. PENETRATING FIRE RATED FLOOR OR WALL INSTALL CONDUIT IN CONDUIT SLEEVE OR FRAMED OPENING. SEAL PENETRATION WTH FIRE RETARDANT SEALANT SPECIFIED HEREIN. 2. PENETRATING ROOF OR EXTERIOR WALL: AVOID PENETRATING ROOF OR EXTERIOR WALL WHERE POSSIBLE. WHERE PENETRATIONS ARE NECESSARY, BUILDING WEATHERPROOF INTEGRITY MUST BE PRESERVED. 3. PENETRATING SOUND INSULATED OR AIR PLENUM WALL: INSTALL CONDUIT IN CONDUIT SLEEVE AND SEAL PENETRATION AS DETAILED ON THE DRAWNGS. 4. PENETRATING NON -FIRE RATED DRY WALL: CONDUIT SLEEVES ARE NOT REQUIRED. PENETRATIONS MUST BE SEALED WITH PLASTER PRIOR TO PAINTING. PENETRATIONS MADE AFTER WALL FINISH 15 APPLIED MUST BE AS SMALL AS POSSIBLE AND PROVIDED WITH ESCUTCHEONS, ONE ON EACH SIDE OF WALL. 5. PENETRATING SUSPENDED CEILING: CUT HOLE AS SMALL AS POSSIBLE TO PERMIT CONDUIT PENETRATION. PROVIDE ESCUTCHEON FOR EACH CONDUIT BELOW CEILING. 3.04 CONNECTIONS TO EQUIPMENT: A. GENERAL 1. FURNISH AND INSTALL REQUIRED POWER SUPPLY CONDUIT AND WRING TO ALL EQUIPMENT. SEE BELOW FOR OTHER WIRING REQUIRED. 2. FURNISH AND INSTALL A DISCONNECT SWITCH IMMEDIATELY AHEAD OF AND ADJACENT TO EACH MAGNETIC MOTOR STARTER OR APPLIANCE UNLESS THE MOTOR APPLIANCE IS LOCATED ADJACENT AND WITHIN SIGHT OF THE SERVING PANELBOARD, CIRCUIT BREAKER OR SWITCH. VERIFY ALL EQUIPMENT NAMEPLATE CURRENT RATINGS PRIOR TO INSTALLATION. 3. INSTALL ALL ROUGH -N WORK FOR EQUIPMENT FROM APPROVED SHOP DRAWINGS TO SUIT THE SPECIFIC REQUIREMENTS OF THE EQUIPMENT. 4. FURNISH AND INSTALL MANUAL THERMAL PROTECTION FOR ALL MOTORS NOT INTEGRALLY EQUIPPED WITH THERMAL PROTECTION. 5. FURNISH 120 VOLT POWER TO EACH CONTROL PANEL AND TIME SWITCH REQUIRING A SOURCE OF POWER TO OPERATE. 3.05 INSULATION OF WIRES: A. PULL NO WIRE INTO ANY PORTION OF THE CONDUIT SYSTEM UNTIL ALL CONSTRUCTION WORK WHICH MIGHT DAMAGE THE WIRE HAS BEEN COMPLETED. B. INSTALL ALL WIRE CONTINUOUS FROM OUTLET TO OUTLET OR TERMINAL TO TERMINAL. SPLICES IN CABLES WHERE REQUIRED SHALL BE MADE IN HANDHOLES, PULL BOXES OR JUNCTION BOXES. MAKE BRANCH CIRCUIT SPUCES IN OUTLET BOXES WITH 8" OF CORRECTLY COLOR -CODED TAILS LEFT IN THE BOX. C. SPLICES IN WIRES AND CABLES SHALL BE MADE UTILIZING MATERIALS AND METHODS DESCRIBED HEREIN BEFORE. D. MAKE ALL GROUND, NEUTRAL AND LINE CONNECTIONS TO RECEPTACLE AND WIRING DEVICE TERMINALS AS RECOMMENDED BY MANUFACTURER. PROVIDE GROUND JUMPER FROM OUTLET BOX TO GROUND TERMINAL OF DEVICES WHEN THE DEVICE IS NOT APPROVED FOR GROUNDING THROUGH THE MOUNTING SCREWS. E. PROVIDE BRADY WIRE MARKERS WHERE NUMBER OF CONDUCTORS IN A BOX EXCEEDS FOUR. F. MEGGER AND RECORD INSULATION RESISTANCE OF ALL 600 VOLT INSULATED CONDUCTORS SIZE #4/0 AND LARGER USING 500 VOLT MEGGER FOR ONE MINUTE. MAKE TESTS WTH CIRCUITS ISOLATED FROM SOURCE AND LOAD. 3.06 WIRE COLOR CODE: COLOR CODING SHALL BE CONTINUOUS FOR WIRE #12 THROUGH #10 AWG. PHASE CONDUCTORS #8 AND LARGER AND CONDUCTORS OF ANY SIZE IN CABLE ASSEMBLIES MAY HAVE COLORED PHASING TAPE AT TERMINATIONS. COLOR CODE WIRES AS FOLLOWS: VOLTAGE PHASE A PHASE B PHASE C NEUTRAL GROUND 120/208V BLACKRED BLUE WHITE GREEN 277/480V BROWN ORANGE YELLOW GRAY GREEN 3.07 IDENTIFICATION A. PROVIDE NAMEPLATES FAR SWITCHGEARS, PANELBOARD, AND ALL SIMILAR DEVICES. NAMEPLATES SHALL BE SCREWED (NO ADHESIVES) ENGRAVED BAKELITE OR PHOTO- ETCHED METALLIC NAMEPLATE IDENTIFICATION SHOWING PANEL DESIGNATORS, VOLTAGE AND PHASE IN MINIMUM 1/4" HIGH LETTERS. B. PROVIDE DYMO LABELS ON ALL UGHTNG SWITCHES AND CONVENIENCE AND SPECIAL PURPOSE RECEPTACLES TO SHOW PANEL AND CIRCUIT NUMBER TO WHICH THE DEVICE 15 CONNECTED. C. EACH BOARD SHALL CONTAIN A METAL - FRAMED CIRCUIT DIRECTORY INSIDE COVER, WITH PLASTIC PROTECTOR. D. PANELBOARD SCHEDULE: AFTER COMPLETION OF WORK, PROVIDE TYPEWRITTEN UPDATED PANELBOARD SCHEDULES FOR ALL PANELBOARD. 3.08 GROUNDING A. ELECTRICAL SERVICE AND SEPARATELY DERIVED ALTERNATING CURRENT SYSTEMS SHALL BE GROUNDED IS ACCORDANCE WITH NEC ARTICLE 250 -3 TO 250 -26, INCLUSIVE. B. GROUND NON-CURRENT CARRYING METAL PORTS OF ELECTRICAL EQUIPMENT ENCLOSURES, FRAMES, CONDUCTOR RACEWAYS OR CABLE TRAYS TO PROVIDE A LOW IMPEDANCE PATH FOR LINE -TO- GROUND FAULT CURRENT AND TO BOND ALL NON- CURRENT CARRYING METAL PARTS TOGETHER. PROVIDE GROUND CONDUCTOR IN EACH RACEWAY SYSTEM IN ADDITION TO CONDUCTORS SHOWN. EQUIPMENT GROUND CONDUCTOR SHALL BE ELECTRICALLY AND MECHANICALLY CONTINUOUS FROM THE ELECTRICAL CIRCUIT SOURCE TO THE EQUIPMENT TO BE GROUNDED. SIZE GROUND CONDUCTORS PER NEC ARTICLE 250 -95 UNLESS LARGER CONDUCTORS ARE SHOWN ON DRAWNGS. C. GROUNDING CONDUCTORS SHALL BE IDENTIFIED WITH GREEN INSULATION. WHERE GREEN INSULATION IS NOT AVAILABLE ON LARGER SIZES, BLOCK INSULATION SHALL BE USED AND SUITABLY IDENTIFIED WITH GREEN TAPE AT EACH JUNCTION BOX OR DEVICE ENCLOSURE. END OF SECTION )Db 143 MAR 17 2006 _n axn`a GENTEE 2876 Southcenter Mall Tukwila, WA 98188 smith co. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018,00 Description ELECTRICAL SPECIFICATI ❑NS Computer File CW05- 2008- -E3,DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. E -3 6294 REGISTERED ARCHITECT •I STATE OF WASHINGTON Architect Registration Issues By Check PERMIT KLS SHEET METAL NOTES 4. 1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL INTENT OF THE WORK, PR ❑VIDE SHEET METAL SYSTEMS COMPLETE AND PER APPLICABLE CODES INCLUDING ALL NECESSARY OFFSETS, FITTINGS, SPECIAL RADIUS OR MITERED ELBOWS WHICH ARE REQUIRED DUE TO SPACE CONSTRAINTS OR OTHER CONDITIONS, 2, CONTRACTOR SHALL C ❑ORDINATE HIS WORK WITH THE WORK OF ALL OTHER TRADES, VERIFY ALL CLEARANCES PRIOR TO THE FABRICATI ❑N OF ANY WORK. 3, DUCTWORK SHALL NOT BE LOCATED OVER ELECTRICAL EQUIPMENT /PANELS. PROVIDE REQUIRED CLEARANCE IN FRONT OF ELECTRICAL EQUIPMENT. DUCTWORK SHALL NOT INTERFERE WITH ELECTRICAL EQUIPMENT CLEARANCE, 4, THE CONTRACTOR SHALL PR ❑VIDE ALL MISCELLANE ❑US SUPPORTING STEEL, ETC. FOR THE PROPER INSTALLATION OF ALL MECHANICAL SYSTEMS, 5. COORDINATE FLOOR, WALL, ROOF PENETRATIONS, LOUVER SIZES, PAD L❑CATI ❑NS, ETC. WITH ARCHITECTURAL TRADES, 6. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF GRILLES, REGISTERS, AND DIFFUSERS. 7. INSTALL MANUAL VOLUME DAMPERS AT ALL SUPPLY AIR BRANCH DUCTS TO THE DIFFUSER, BRANCH RETURN AIR DUCT, EXHAUST AIR DUCT, AND OTHER L❑CATI ❑NS AS SHOWN ON PLANS. 8, PR ❑VIDE FLEXIBLE CONNECTI ❑N AT DIFFUSER NECK. ALL FLEXIBLE DUCT SHALL BE INSULATED AND LIMITED TO 5' -0' IN LENGTH, 9, DUCTED EXHAUST AND RETURN GRILLES SHALL BE HARD CONNECTED, 10.C❑❑RDINATE AND PROVIDE ACCESS DOORS IN HARD CEILING AREAS FOR ACCESS TO TERMINAL UNITS, BALANCING DAMPERS, TERMINAL UNIT HEATING COIL PIPING, ETC, REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 11. CONTRACTORS SHALL VERIFY THERE ARE NO COMBUSTIBLES IN THE RETURN AIR PLENUM. IF COMBUSTIBLES ARE PRESENT CONTRACTOR SHALL COORDINATE WITH ARCHITECT /ENGINEER /OWNER'S REPRESENTATIVE COURSE OF ACTI ❑N (HARD DUCT RETURN SYSTEM OR ELIMINATE COMBUSTIBLES - FIREPR❑ ❑F, WRAP, ETC,) 12,ALL SHEET METAL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS, PRO'j/IDE AND INSTALL NEW D IN SA /RA E UCT A; REQU RE PRO FAN SHUTDOWN /d : GG 2 2 A 4, ;;;, ;i RG -1 SD -1 25 SMOK LOCA SCALE:1 /4 = MECHANICAL NOTES 1, DUCT LINING IS NOT ALLOWED RG - ]. PRO: DE AN INSTALL NEW DUCT SMOKE DETECTOR IN SA/RA C1 A REQU €RED B LOCAL; CODE TO MECHANICAL PLAN .4... 4 .... 2. ALL SUPPLY AIR DUCTWORK SHALL BE WRAPPED WITH 1' INSULATI ❑N TO MATCH EXISTING, 3. PR ❑VIDE AND INSTALL FIRE DAMPERS WHERE DUCTS PENETRATE RATED CONSTRUCTI ❑N, ALL DUCTS PENETRATING SHAFTS (SMOKE BARRIERS) SHALL HAVE C❑MBINATI ❑N FIRE /SMOKE DAMPERS ACTIVATI ❑N OF DAMPER SHALL BE SIGNALED TO FIRE ALARM PANEL, 4, MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, CORING AND PATCHING REQUIRED FOR PROPER INSTALLATI ❑N OF THE SYSTEM. 5. PR ❑VIDE BALANCING DAMPERS IN ALL BRANCH DUCTWORK AS REQUIRED FOR PROPER BALANCING OF THE SYSTEM, 6, THE ENTIRE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITI ❑N OF N,F.P,A, SMACNA, THE MICHIGAN MECHANICAL CODE, LOCAL ORDINANCE, AND AUTHORITIES HAVING JURISDICTI ❑N. 7, EACH CONTRACTOR SHALL COORDINATE INSTALLATI ❑N OF HIS WORK WITH ALL OTHER TRADES TO AV ❑ID CONFLICTS AND INTERFERENCES DURING CONSTRUCTION. 8, CONTRACTOR SHALL NOT RUN ANY PVC, PLASTIC MATERIALS OR ANY OTHER COMBUSTIBLE MATERIAL INSIDE THE RETURN AIR PLENUM. 9, MECHANICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR PRI ❑R TO ANY EQUIPMENT PURCHASE, 10, TESTING & BALANCING - ENGAGE THE SERVICES OF AN INDEPENDENT CERTIFIED TEST AND BALANCE AGENCY THAT SPECIALIZED IN AND WHO'S BUSINESS IS LIMITED TO THE TESTING AND BALANCING OF HVAC SYSTEMS AND HYDR❑NIC SYSTEMS. THE AGENCY SELECTED SHALL BE CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). AGENCY SHALL SUBMIT A COMPLETE REPORT BASED ON SMACNA 'BALANCING AND ADJUSTMENT MANUAL'. THE HVAC SYSTEM SHALL BE TESTED AND BALANCED TO DEMONSTRATE THAT SPECIFIED CAPACITY AND PROPER CONTROL FUNCTIONING HAS BEEN ATTAINED, 11, START-UP FOR ALL EQUIPMENT SHALL BE CONDUCTED BY EACH MANUFACTURER'S START - UP REPRESENTATIVE, INCLUDE FINAL REPORT AND CERTIFICATE, PR ❑VIDE OWNER'S MANUAL AND TRAINING FOR MAINTENANCE PERSONNEL FOR EACH TYPE OF EQUIPMENT, 12,ALL EQUIPMENT AND COMBUSTION VENT TERMINATI ❑N ETC. SHALL BE INSTALLED PER MANUFACTURERS REC❑MMENDATI ❑NS, VERIFY AND LOCATE EQUIPMENT BASED ON MANUFACTURERS RECOMMENDED CLEARANCES, 13,C❑NTRACTOR SHALL PR ❑VIDE RETURN AIR TRANSFER DUCTWORK FOR ALL ROOMS WITH WALLS FROM FINISHED FLOOR TO BOTTOM OF DECK. COORDINATE WALL L❑CATI ❑NS WITH ARCHITECTURAL TRADES, 4 X, SUPe. ASR HAI LX, SUPPLY AIR MAIN 0 FMB -5 24 %G/ /G/% /rl��// /G %-: : //G,D%GG/////G/GG/f ` GGGG /%G /G/ /G%GG/�GGO/ GGG/ GGGGIGGGGGGGGGGGGGG ///GGGG//G/GGGG// , i R-1 2X1 GENERAL NOTES x1 r, p / /G /GGGGGGGG GGGGGGG//// G// GGGGGGGG/G /GGGGGGGGGGGGGGG/G/i• i GGGf/ GG G //r�' GGG/ YGGGGG// GG/ YG / /G�GGGGG / /GGGGG /G /GG/ /rI% %G/ GGG/ G�,/ /,�G! /G// / %GG////G�GGGf /Gf / /G�r GGGG //GGGf// //////G// GGGG /,/e, GGGG/////, �, �/ G/ //G G////fGGGGGG /GG/GGGGGIGIGGG/ GGG /1/GGGG /! /rf% //% GGGrff /G�GGGGG ///GGGGGG / /G//GG//,e// GGGG /GG %G//GGGG %GGG///G/GGGGGG/�/// ///GGG %GGGG v 1. CONTRACTORS SHALL PR ❑VIDE EQUIPMENT AND SPECIALTIES INDICATED HERE -IN TO PROVIDE A COMPLETE AND WORKING SYSTEM. 2. CONTRACTORS SHALL COMPLY WITH ALL LAWS, LOCAL ORDINANCES AND CODES OF THE STATE, FEDERAL AGENCIES AND MUNICIPALITY. CONTRACTORS SHALL SECURE AND PAY FOR ALL NECESSARY FEES AND PERMITS REQUIRED IN THE PERFORMANCE OF HIS WORK, ALL CUTTING AND PATCHING FOR NEW WORK SHALL BE DONE BY THIS CONTRACTOR WITH THE APPROVAL OF THE OWNER'S REPRESENTATIVE, 3. CONTRACTOR SHALL VISIT THE SITE AND CHECK THE EXISTING C❑NDITI ❑NS BEFORE SUBMISSION OF BIDS. NO ALLOWANCE SHALL BE MADE IN BEHALF OF EXTRA EXPENSES DUE TO THE FAILURE TO MAKE SUCH AN EXAMINATION, 4. CONTRACTOR SHALL PR ❑VIDE A COMPLETED OPERABLE SYSTEM AS HERE- -IN DESCRIBED, IF THE DOCUMENTATION IS UNCLEAR OR INCOMPLETE TO THE CONTRACTOR HE SHALL S❑ STATE IN WRITING TO THE OWNER'S REPRESENTATIVE /ENGINEER AND REQUEST CLARIFICATI ❑N ON THOSE ITEMS REQUIRING CLARIFICATI ❑N. IF NO SUCH STATEMENT IS MADE IT SHALL BE PRESUMED THAT THE CONTRACTOR FULLY UNDERSTANDS THE INTENT OF A FUNCTION OF THE SYSTEM DESCRIBED, 5, ANY CLAIMS FOR ADDITIONAL SERVICES BASED UPON UNDERSTANDING OF THE SYSTEMS WILL NOT BE ALLOWED, CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO CONVEY THE SCOPE OF WORK AND GENERAL ARRANGEMENT OF EQUIPMENT. D❑ NOT SCALE DRAWINGS. 6. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. CONTRACTOR SHALL SECURE FINAL OCCUPANCY INSPECTI ❑N AND SUBMIT CERTIFICATES TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL FURNISH THE OWNER WITH A WRITTEN GUARANTEE TO CORRECT ALL IMPERFECTI ❑NS IN MATERIALS AND WORKMANSHIP, WHICH MAY DEVELOP IN THE SYSTEMS INSTALLED AND UNDER NORMAL USE FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE BY THE OWNER. 7. BASE BID FOR EQUIPMENT IS TO BE UNITS SCHEDULED, PRICING USING ALTERNATE ACCEPTED AND LISTED MANUFACTURES SHALL STATE ALTERNATE MANUFACTURER AND MODEL NUMBER AS PART OF BID. VOLUNTARY ALTERNATES FOR EQUIPMENT NOT LISTED SHALL ONLY BE WITH WRITTEN ACCEPTANCE OF THE ENGINEER PRI ❑R TO BIDDING, VOLUNTARY ALTERNATES WILL NOT BE REVIEWED FOR ACCEPTANCE BY THE ENGINEER DURING THE 7 DAYS PRIOR TO BID DATE, 8, CONTRACTOR SHALL PR ❑VIDE, STORE, PLACE AND INSTALL ALL NECESSARY EQUIPMENT REQUIRED, ALL EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND IN SUCH A MANNER AS TO FUNCTION IN ITS INTENDED USE. 8, CONTRACTOR SHALL SUBMIT SUBMITTALS FOR ALL EQUIPMENT AND MATERIALS FOR REVIEW PRI ❑R TO PURCHASE, 9. AFTER INSTALLATION IS COMPLETE, CONTRACTOR SHALL BE RESPONSIBLE FOR STARTUP, INSPECT ❑RS' APPROVAL AND CLEAN UP. SDf-1 40. (T't'P 9) H CONTROLS NOTE FMB CONTROLS SHALL MATCH MALL CONTROLS SYSTEM. CONTROLS CONTRACTOR SHALL TIE -INTO EXISTING CONTROLS FOR ❑PERATI ❑N. MECHANICAL KEYED NOTES: (MECHANICAL KEYED NOTES APPLY TO THIS SHEET ONLY) n MECHANICAL SYMBOL LEGEND: NOTE! THE FOLLOWING SYMBOLS SHALL BE AS INDICATED, UNLESS NOTED OTHERWISE ON PLANS, x CONNECT TO EXISTING SUPPLY AIR MAIN (VERIFY IN FIELD), CONNECT EXHAUST FROM TOILET EXHAUST FAN TO MALL EXHAUST DUCT MAIN (VERIFY IN FIELD). SD -1: 24 °x24' SUPPLY DIFFUSER RG - 1: 24'x24" RETURN GRILLE QT THERMOSTAT DUCT FLEX 71 CEILING MOUNTED INLINE EXHAUST FAN, D?) I 143 4 MAR 1 7 2008 2876 Southcenter Mall Tukwila, WA 98188 amita co. 318 terry avenue n seethe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 Project Number 02008018.00 Description MECHANICAL PLAN Computer File CW05- 2008— M1,DWG Scale Template AS NOTED 4.3 (120101) M -1 6294 Architect Registration Issues By Check PERMIT KLS Project Name WESTFIELD SOUTHCENTER MALL All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. FAN POWERED VARIABLE AIR VOLUME BOX SCHEDULE MARK FMB -1 FMB -2 FMB -3 FMB-4 FMB -5 INLET SIZE 6 "0 8 "0 10 "0 12 "0 14 "0 PRIMARY AIR CFM RANGE: MINIMUM 80 145 230 325 450 MAXIMUM 500 900 1400 2000 3000 DESIGN PRIMARY AIR FLOW (MAXIMUM COOLING CFM) SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN MINIMUM DESIGN PRIMARY AIR INLET S.P. (in. w.g.) 0.5" 0.5" 0.5" 0.5" 0.5" FAN DESIGN AIR FLOW (CFM) 300 500 700 950 1500 MINIMUM DOWNSTREAM S.P. (in. w.g.) (FAN S.F.) 0.5" 0.5" 0.5" 0.5" 0.5" NC DISCHARGE @ PRIMARY AIR A PS =1.5" 15 20 22 26 26 REHEAT COIL: TYPE ELECTRIC ELECTRIC ELECTRIC ELECTRIC ELECTRIC KW 3.0 5.0 10.0 15.0 15.0 VOLT /PHASE 277/10 277/10 480/30 480/30 480/30 ELECTRICAL DATA: HP 1/6 1/4 1/4 1/3 1/3 VOLT /PHASE 277/10 277/10 277/10 277/10 277/10 F.LA. 0.8 1.4 1.4 3.0 3.0 BASED ON MANUFACTURER TITUS TITUS TITUS TITUS TITUS DTFS DTFS SIZE B DTFS SIZE C DTFS SIZE C DTFS SIZE D DTFS SIZE D APPLICABLE NOTES 1,2,3,4,5,6,7 1,2,34,5,6,7 1,2,34,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6,7 AIR DEVICE SCHEDULE MARK DESCRIPTION SIZE MAXIMUM CFM MAX. P.D. (in w.g.) MAXIMUM NC LEVEL BASED ON APPLICABLE NOTES MANUFACTURER MODEL SD -1 SQUARE LOUVER FACED CEILING DIFFUSER 24 "x24" SEE CAPACITY SCHEDULE 0.1" 30 TITUS TMSA 1, 2, 3 SR -1 WALL AND /OR DUCT MOUNTED SUPPLY REGISTER, DOUBLE DEFLECTION SEE PLANS SEE PLANS 0.1" 30 TITUS 300RL 1, 3, 4 RG -1 EGGCRATE RETURN GRILLE SEE PLANS SEE PLANS 0.1" 30 TITUS 50F 1, 3, 4 EG-1 EGGCRATE EXHAUST GRILLE 12 "x12" SEE PLANS 0.1" 30 TITUS 50F 1, 2, 3, 4 FAN SCHEDULE MARK EF -1 SERVES RESTROOM LOCATION CEILING TYPE CEILING CFM 100 EXTERNAL STATIC PRESSURE (in. w.g.) 0.6" ELECTRICAL DATA: DRIVE DIRECT HP 80 WATTS VOLTS /PHASE 115/10 FAN RPM 950 BASED ON: MANUFACTURER GREENHECK MODEL SP -B110 APPLICABLE NOTES 1, 2 AIR DEVICE CAPACITY SCHEDULE MARK CFM RANGE FACE SIZE (inches) SR-1 (272 RL) 0 -135 6 "x6" 136 - 240 10 "x6" 241 - 340 14 "x6" 341 - 450 18 "x6" 451 - 775 18 "x10" AIR DEVICE CAPACITY SCHEDULE MARK CFM RANGE NECK SIZE (inches) SD -1 0 - 250 8 "0 251 - 425 10 "0 426 - 700 12 "0 701 - 1000 14 "0 AIR DEVICE NOTES: 1. DESIGN CFM AS NOTED ON PLANS. 2. SEE AIR DEVICE CAPACITY SCHEDULE FOR NECK SIZE. DUCT SIZE TO DIFFUSER/REGISTER /GRILLE SHALL BE EQUAL TO NECK NECK SIZE, UNLESS OTHERWISE NOTED. 3. PROVIDE MOUNTING FRAME AND BORDER STYLE TO ACCOMMODATE THE ARCHITECTS REFLECTED CEILING PLAN AND /OR WALL CONSTRUCTION. 4. PROVIDE VOLUME DAMPER. 5. RETURN, EXHAUST, AND TRANSFER GRILLES SHALL BE 24"x24 ", UNLESS OTHERWISE NOTED ON PLANS. FAN MIXING BOX PLAN INFORMATION: REHEAT COIL MAXIMUM DESIGN PRIMARY AIR CFM FMB -1 500 (50) OTHERWISE NOTED MIN. STOP @ ( OF DESIGN PRIMARY AIR CFM «FAN MIXING BOXES ARE ALSO AVAILABLE IN 208 -240 VOLTS AND 277 VOLTS. THE FLA WILL CHANGE ACCORDINGLY. SEE CATALOG FOR CHANGES. »» 6. PROVIDE WITH MODULINEAR DIFFUSER PLENUM. 7. TRANSFER GRILLES ON PLANS INDICATED BY TG -1 ()CVO) SHALL BE PROVIDE WITH A RECTANGULAR TO ROUND NECK ADAPTER. 8. ALL AIR DEVICES SHALL HAVE OFF -WHITE FINISH UNLESS OTHERWISE NOTED. FAN MIXING BOX NOTES: 1. FURNISH WITH 1" THROWAWAY FILTERS, INTAKE PLENUM, HANGER RODS, AND SINGLE POINT POWER CONNECTION. 2. DESIGN PRIMARY COOLING AIR CFM MINIMUM STOP @ 33% OF DESIGN PRIMARY COOLING AIR, FOR ALL EXPOSURES OTHER THAN NORTH (USE 66% FOR NORTH). 3. PROVIDE DISCONNECTS. STARTER MOUNTED AT THE UNIT SUITABLE FOR THE MOTOR HORSEPOWER. 4. DDC BOX CONTROLLER TO BE FURNISHED BY T.C.C. TO THE BOX MANUFACTURER, TO BE INSTALLED AS FACTORY. FIELD CONTROL WIRING AND CONTROL TRANSFORMER BY T.C.C. 5. CONTRACTOR SHALL NUMBER ALL FAN MIXING BOXES, 50 THAT EACH BOX HAS AN UNIQUE NUMBER. COORDINATE NUMBERING SYSTEM WITH ELECTRICAL TRADES. 6. FOR THOSE FMB BOXES, WHICH AT THIS TIME ARE NOT PROVIDED WITH THERMOSTAT LOCATIONS AND SUPPLY AIR DUCTWORK, PROVIDE 50' -0" OF CONTROL WIRING/TUBING AND THERMOSTAT COILED UP AT FMB BOX. 7. PROVIDE INLET AIR PROVING SWITCH TO PROTECT ELECTRICAL REHEAT COIL. FAN NOTES: 1. PROVIDE DISCONNECT. 2. PROVIDE THE FOLLOWING ACCESSORIES: A. DESIGNER GRILLE. B. BACKDRAFT DAMPER. C. MOUNTING BRACKETS. RECTANGULAR SUPPLY DUCT CEILING NOT TO SCALE 45" CLINCH COLLAR OR ROUND SPIN -IN FITTING CONNECTION WITH MANUAL VOLUME DAMPER AND LOCKING QUADRANT. (SEE PLAN) TRANSITION TO ROUND OR ROUND DUCT SAME AS DIFFUSER NECK UNLESS NOTED OTHERWISE. (SEE PLAN) j MAX. 5' -0" LONG (EXTENDED) ROUND FLEXIBLE DUCT CONNECTION SAME AS DIFFUSER NECK DIA. (1 -90° BEND. MAX.) CEILING DIFFUSER (SEE PLAN) STANDARD DIFFUSER AND DUCT CONNECTION DETAIL MANUAL AIR VOLUME DAMPER W/ LOCKING QUADRANT (TYPICAL) TRANSITION TO ROUND W HEN REQUIRED (SEE PLAN) 7 CLAMP (TYP) 01, , � 1 4/0 MAR 17 2008 PEHMff CENTER 2876 Southcenter Mall Tukwila, WA 98188 smith c*. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number Description Computer File 02006088.00 CW05- 2008- T1.DWG Scale AS NOTED GENERAL INFORMATION Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. M -2 6294 Architect Registration Issues By Check PERMIT KLS MECHANICAL SPECIFICATIONS 15010: GENERAL PROVISIONS: (THE WORD "CONTRACTOR" IN THIS ACTION SHALL REFER TO TENANTS PLUMBING, FIRE SPRINKLER AND HVAC MECHANICAL CONTRACTORS). A. GENERAL 1. THE GENERAL CONDITIONS OF THE CONTRACT, CURRENT EDITION PUBLISHED IN STANDARD FORM BY AMERICAN INSTITUTE OF ARCHITECTS, SHALL BE PART OF THIS CONTRACT. 2. THE ARTICLES CONTAINED IN THIS DIVISION AND IN ARCHITECTURAL SPECIFICATIONS MAY AMEND, MODIFY, SUPERSEDE, VOID OR SUPPLEMENT THE ARTICLES OF THE GENERAL CONDITIONS NOTED IN PARAGRAPH 15010(A) ABOVE, AND SHALL TAKE PRECEDENCE OVER THE PROVISIONS OF THE GENERAL CONDITIONS IN 15010(A). 3. THIS CONTRACTOR IS REFERRED TO THE ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS AND SPECIFICATIONS WHICH ARE HEREBY MADE PART OF THE CONTRACT. 4. THIS CONTRACTOR SHALL TAKE OUT ALL NECESSARY PERMITS, LICENSES AND CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH. 5. BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES, WITH ALL CONDITIONS SURROUNDING THE WORK PRIOR TO SUBMITTING THE BID. 6. DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS UNLESS SPECIFICALLY DIMENSIONED. COORDINATE THE WORK WITH THE OTHER TRADES TO AVOID INTERFERENCE. SHOULD MECHANICAL WORK BE INSTALLED SUCH THAT IT INTERFERES WITH THE WORK OF OTHER CONTRACTORS, SUCH WORK SHALL BE REDONE AT NO ADDITIONAL COST TO TENANT. 7. AT THE COMPLETION OF THE WORK THIS CONTRACTOR SHALL REMOVE ALL RUBBISH, DIRT AND STAINS CAUSED BY HIS WORK AND SHALL THOROUGHLY CLEAN ALL MECHANICAL WORK INCLUDING EQUIPMENT, FIXTURES, DUCTWORK, PIPING, APPLIANCES, ETC. 8. THIS CONTRACTOR SHALL TOUCH UP OR REFINISH THE FACTORY FINISH OF EQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION. 9. THIS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR SUCH EQUIPMENT AND MATERIAL AS THE OWNER MAY REQUIRE FOR HIS REVIEW. THE OWNERS REVIEW MUST TAKE PLACE BEFORE CONSTRUCTION BEGINS. 10. "RECORD" DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR IF INSTALLATION DEVIATES FROM THE ORIGINAL LAYOUT. 11. MOTORS SHALL BE DESIGNED FOR SUPPLY VOLTAGES AS SCHEDULED AND SHALL COMPLY WITH AIEE AND NEMA REQUIREMENTS. PROVIDE ACROSS THE LINE STARTERS AN ALL MOTOR UNLESS NOTED OTHERWISE. MOTORS 1.0 HP AND LARGER SHALL BE HIGH EFFICIENCY. B. CODES ALL WORK SHALL CONFORM TO ALL NATIONAL, STATE, COUNTY, CITY, HEALTH AND SAFETY AND ENERGY CODES THAT APPLY, AS WELL AS WITH ALL LANDLORD CRITERIA. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT 15 ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED TO THE CONTRACTOR. C. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS WHERE TRADE NAMES AND MANUFACTURES ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURES CONSIDERED AS AN EQUAL OR BETTER IN AT ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY CLIENT'S PROJECT MANAGER OR ENGINEER THROUGH SHOP DRAWING SUBMITTAL PROCESS FOR ACCEPTANCE PRIOR TO EQUIPMENT BEING ORDERED. IF THE MECHANICAL CONTRACTOR WISHES TO SUBMIT ON ALTERNATE EQUIPMENT, THE CONTRACTOR SHALL SUPPLY CUT SHEETS DESCRIBING DIMENSIONAL DATA, UNITS OPERATING WEIGHTS AND ELECTRICAL CHARACTERISTICS TO THE ENGINEER. IN ADDITION, CONTRACTOR WILL SUPPLY ENGINEER WITH COMPUTER GENERATED PERFORMANCE DATA FROM CONTRACTORS EQUIPMENT REPRESENTATIVE FOR ALTERNATE EQUIPMENT. PERFORMANCE DATA SHALL BE CALCULATED FROM DESIGN CONDITIONS LISTED ON THE EQUIPMENT SCHEDULES. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ADDITIONAL COSTS INCURRED BY OTHER CONTRACTORS AS A RESULT OF USING EQUIPMENT NOT SPECIFIED OR SCHEDULED. EXAMPLES WOULD BE LARGER WIRE OR CIRCUIT BREAKER SIZES OR ADDITIONAL STRUCTURAL SUPPORT. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTS EXPENSE. 15020 DEMOLITION: A. REMOVE ALL PIPING, DUCTWORK AND EQUIPMENT NOT BEING REUSED. PIPING AND ACCESSORIES ASSOCIATED WITH EQUIPMENT BEING REMOVED, BUT NOT NECESSARILY NOTED ON DRAWINGS, SHALL ALSO BE REMOVED. B. EQUIPMENT AND MATERIALS BEING REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER. THE OWNER SHALL INDICATE WHICH ITEMS IF ANY ARE TO BE RETAINED. ITEMS TO BE SALVAGED SHALL BE MOVED TO A STORAGE AREA THAT 15 DESIGNATED BY THE OWNER. ALL OTHER MATERIALS AND EQUIPMENT, NOT WANTED BY THE OWNER, SHALL BE REMOVED FROM THE SITE AND BE PROPERLY DISPOSED OF. C. WHERE EXISTING WALLS, FLOORS OR OTHER PORTIONS OF THE BUILDING REQUIRE PATCHING AFTER REMOVAL OF MATERIAL OR EQUIPMENT, THE PATCHING SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR. D. NO ASBESTOS WORK OF ANY NATURE SHALL BE PERFORMED BY THE CONTRACTOR PURSUANT TO THIS CONTRACT. IF DURING THE CONSTRUCTION OF THIS PROJECT, WORK INVOLVING ASBESTOS IS SUSPECTED OR ENCOUNTERED, PROMPTLY NOTIFY THE OWNER, AND THE OWNER, WITH HIS OWN FORCES OR BY SEPARATE CONTRACT SHALL BE RESPONSIBLE FOR COMPLETE REMOVAL AND DISPOSITION OF THE ASBESTOS. IF THE CONTRACTOR CLAIMS THAT DELAY AND ADDITIONAL COST IS INVOLVED BECAUSE OF THIS ACTION, HE SHALL MAKE CLAIM AS PROVIDED ELSEWHERE IN THE CONTRACT DOCUMENTS. 15400 PLUMBING: (THE WORD CONTRACTOR IN THIS SECTION SHALL REFER TO TENANTS PLUMBING CONTRACTOR.) A. SCOPE UNLESS NOTED OTHERWISE, THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSTALLATION OF A COMPLETE AND TENANT ACCEPTABLE OPERATING PLUMBING SYSTEM HEREIN DESCRIBED INCLUDING: HOT AND COLD WATER SYSTEMS, CONNECTION TO EXISTING SANITARY SEWER SYSTEMS, PLUMBING FIXTURES, MISCELLANEOUS PLUMBING AND INSULATION. B. MATERIALS UNDERGROUND SANITARY SEWER AND VENT PIPING: BELL AND SPIGOT COST IRON WITH LEAD AND OAKUM OR NEOPRENE COMPRESSION JOINTS OR HUBLESS CAST IRON WITH TYPE MG CAST IRON COUPLINGS. STAINLESS STEEL BONDS ARE ACCEPTABLE IF COATED WITH BITUMASTIC. ABOVE GROUND SANITARY SEWER AND VENT PIPING: BELL AND SPIGOT CAST IRON WITH LEAD AND OAKUM OR NEOPRENE COMPRESSION JOINTS: OR HUBLESS CAST IRON PIPE AND JOINTING SYSTEM EXCEPT THAT TYPE MG CAST COUPLINGS SHALL BE USED FOE STOCKS MANE THAN 25 FT. HIGH. VENT PIPING MAY ALSO BE SCHEDULE 40 GALVANIZED STEEL WITH CAST IRON SCREWED DRAINAGE FITTINGS. VENT PIPING PASSING THROUGH ROOF: CAST IRON WITH NOT LESS THAN 12" PROJECTION ABOVE ROOF WITH APPROVED FROST JACKETS. WATER PIPING — TYPE L HARD COPPER WITH WROUGHT COPPER FITTINGS AND SHUT —OFF VALVE AT EACH FIXTURE. PIPING OF DISSIMILAR METALS MUST BE DIELECTRIC ALLY ISOLATED. CONDENSATE DRAIN PIPING: SAME AS WATER PIPING. PIPE HANGERS: CONFORM TO ANSI /MSS SP58. CONSTRUCT HANGERS OF CORROSION RESISTANT GALVANIZED STEEL (MICHIGAN #100), EXCEPT PROVIDE COPPER PLATED HANGERS SUPPORTING COPPER PIPING (MICHIGAN #100). SPACE HANGERS AS REQUIRED BY CODE, WITH A MINIMUM OF ONE HANGER PER PIPE JOIST. SUPPORT HANGER FROM TOP OF STRUCTURAL MEMBER. DO NOT SUPPORT FROM ROOF DECK OR OTHER EQUIPMENT. VERTICAL PIPING SHALL BE SUPPORTED WITH STANDOUT HANGERS AT EACH JOINT AND RISER CLAMPS AT FLOOR AND ROOF. SMALL PIPING (3/4" OR LESS) IN WALLS MAY BE SUPPORTED FROM METAL WASTE OR VENT PIPING USING WEJ —IT "ADJUSTABLE SPACER SYSTEM" COMPONENTS. C. TESTING TEST ALL PLUMBING PIPES AS REQUIRED BY STATE, CITY OR LOCAL CODES AND ORDINANCES. TESTS SHALL BE MADE IN THE PRESENCE OF THE PROPER INSPECTION AUTHORITIES, AUTHORIZED REPRESENTATIVE OF TENANTS ARCHITECT AND /OR THE LANDLORD'S ARCHITECT. FURNISH ALL NECESSARY TEST CERTIFICATES TO THE ARCHITECT. D. DISINFECTING WATER PIPES DISINFECT THE ENTIRE WATER SUPPLY SYSTEM, FILLING WITH A SOLUTION OF 50 PPM OF AVAILABLE CHLORINE AND ALLOW TO STAND SIX HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. E. PIPING INSULATION: EDIT FOR THICKNESS REQUIRED. INSULATE DOMESTIC HOT WATER, COLD WATER AND CONDENSATE PIPING WITH 1/2" FIBERGLASS, WITH ALL PURPOSE JACKET: SEAL ALL JOINTS. INSULATE FITTINGS WITH MITERED SEGMENTS AND VAPOR SEALS, INSULATE ALL EXPOSED WASTE AND WATER PIPING ON HANDICAP FIXTURES USING TRUBRO KIT NO. 102W WITH ACCESSORY NO. 105, OR APPROVED EQUAL. F. CUTTING AND PATCHING THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED TO INSTALL ANY PORTION OF THIS WORK. PATCH WITH NEW MATERIALS OF THE SAME TYPE THAT WAS REMOVED. REFINISH PATCHED SURFACE TO MATCH EXISTING ADJACENT SURFACES. ALL ROOF PENETRATION BY LANDLORD'S ROOF CONTRACTOR AT FIFE CONTRACTOR'S EXPENSE. G. SANITARY SEWAGE CONNECT NEW WASTE PIPING TO EXISTING SANITARY WASTE AT THE APPROXIMATE LOCATION SHOWN. VERIFY EXACT LOCATION AND INVERT ELEVATION BEFORE COMMENCING WORK. H. COLD WATER SERVICE FURNISH AND INSTALL NEW COLD WATER PIPING FROM EXISTING PIPING T0, AND INCLUDING CONNECTION TO, NEW PLUMBING FIXTURES AND HOT WATER HEATER AS SHOWN ON PLANS. I. DOMESTIC HOT WATER FURNISH AND INSTALL ONE (I) A.O. SMITH ELSF -10 OR EQUAL GLASS LINED ELECTRIC WATER HEATER HAVING ONE 3000 WATT ELEMENT COMPLETE WITH SAFETY CONTROLS, AN ASME LABELED TEMPERATURE AND PRESSURE RELIEF VALVE PIPED AS INDICATED ON PLANS AND TWO (2) SHUT —OFF VALVES. VERIFY VOLTAGE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING. OPERATING WEIGHT 80 LB5. FURNISH AND INSTALL ONE (1) AMITROL, THERMAL EXPANSION TACK. 2 GALLON CAPACITY MODEL: THERM —X— TROL —ST -5. J. GAS PIPING FURNISH AND METAL A COMPLETE GAS PIPING SYSTEM AS SHOWN ON PLANS. GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40. ASTM A-120, WITH MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH STANDARD BUTT— WELDED JOINTS FOR 2 -1/2" AND LARGER. FURNISH AND INSTALL A GAS COCK, DIRT LEG, AND UNION CONNECTION TO EACH PIECE OF EQUIPMENT. PAINT ALL PIPING EXPOSED ON ROOFTOP WITH RUST— INHIBITING PAINT. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET MIN. SUPPORT AS REQUIRED BY LANDLORD CRITERIA OR BY STANDARD INDUSTRY PRACTICE, IF LANDLORD HAS NO REQUIREMENTS. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NPFA 54 CODES. CONTACT AND COORDINATE GAS SERVICE, METER AND REGULATOR REQUIREMENTS WITH THE LOCAL GAS UTILITY COMPANY AND THE MALL'S OPERATIONS MANAGER. INCLUDE INSTALLATION COST OF GAS METER AND REGULATOR IN BID IF NOT PROVIDED BY UTILITY COMPANY. K. MISCELLANEOUS PWM8ING ACCESSORIES BACKFLOW PREVENTER: FURNISH AND INSTALL WATTS SERIES 7, OR APPROVED EQUAL BACKFLOW PREVENTER WHERE SHOWN ON DRAWING. 15030 FIRE SPRINKLERS: A. SYSTEMS THE FIRE SPRINKLER SYSTEM AND HEAD LOCATIONS SHALL BE PER TENANTS FIXTURES, PARTITIONS, SOFFITS, DROPS, CEILING HEIGHTS, ETC. SPRINKLER SYSTEM TO INCLUDE DROPS, HEADS AND FACILITIES FOR PROPER DRAINAGE. DESIGN WET SPRINKLER SYSTEM FOR ORDINARY HAZARD GROUP 2 PER LATEST EDITION OF NFPA 13. THE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED BY A LICENSED FIRE PROTECTION CONTRACTOR IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD, LANDLORD'S FIRE INSURANCE UNDERWRITER, AND ALL GOVERNMENTAL AGENCIES AND AUTHORITIES HAVING JURISDICTION OVER THE PREMISES. COMPREHENSIVE SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE APPROVAL BY THE OWNER LANDLORD. LANDLORDS FIRE INSURANCE UNDERWRITER, AND THE FIRE RATING INSPECTION BUREAU (FACTORY MUTUAL). SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL FIRE MARSHALL'S OFFICE AND RECEIVE THEIR APPROVAL BEFORE ANY INSTALLATION CAN BEGIN. APPROVED DRAWINGS MUST BE AT THE JOB SITE DURING CONSTRUCTION. AF IER RECEIPT OF APPROVAL AND BEFORE PROCEEDING WITH ANY INSTALLATION WORK. TENANT SHALL FORWARD TWO (2) SPRINKLER SHOP DRAWING BLUELINE PRINTS BEARING THE FIRE INSURANCE UNDERWRITERS STAMP OF APPROVAL TO THE LANDLORD FOR HIS RECORDS. SPRINKLER HEADS LOCATED AT THE STOREFRONT, IN SHOWCASE WINDOWS AND IN HARD SURFACE CEILINGS MUST BE CONCEALED TYPE. HEADS LOCATED IN ACOUSTIC CEILING MAY BE SEMI — RECESSED TYPE. SURFACE MOUNTED HEADS ARE PERMII IED IN NON— CUSTOMER AREAS ONLY. UNLESS OTHERWISE NOTED, ALL FIRE PROTECTION SPRINKLER HEADS SHALL BE QUICK RESPONSE (QR) TYPE. SPRINKLER HEAD TYPES SHALL BE AS FOLLOWS: ALL SPRINKLER HEADS IN AREAS WITH FINISHED CEILINGS TO BE RELIABLE MODEL G4QR CONCEALED PENDANT WITH STANDARD WHITE FINISH. ALL SPRINKLER HEADS IN AREAS WITH UNFINISHED CEILING TO BE RELIABLE MODEL F1FR UPRIGHT WITH CHROME FINISH. SPRINKLER IN TOILET ROOMS, OFFICE AND NON — CUSTOMER AREAS WITH FINISHED CEILING TO BE RELIABLE MODEL F1FR SEMI— RECESSED PENDANT TYPE. VERIFY TYPES AND FINISHES WITH ARCHITECT. SHUT DOWN OF LANDLORD'S SPRINKLER MAIN SHALL BE ONLY DONE ON A SCHEDULE ESTABLISHED BY LANDLORD. ANY DAMAGE CAUSED BY THIS CONTRACTOR TO LANDLORD'S SPRINKLER SYSTEM WILL BE REPAIRED BY LANDLORDS CONTRACTOR AT THIS CONTRACTORS EXPENSE. THE SPRINKLER SYSTEM SHALL BE TESTED AT WATER PRESSURE OF 200 PSIG FOR A PERIOD OF TWO (2) HOURS IN THE PRESENCE OF LANDLORDS REPRESENTATIVE OR AS REQUIRED BY LANDLORD. SPRINKLER PIPING SHALL BE SCHEDULE 10 AND SCHEDULE 40 BLOCK STEEL. HANGERS SHALL BE AS REQUIRED BY NFPA 13. UPON COMPLETION OF THE SYSTEM AND ON POSSESSION OF PREMISES, SUBMIT A WRITTEN CERTIFICATE TO LANDLORD FROM THE UNDERWRITER STATING THAT THE SYSTEM WAS INSPECTED AND APPROVED. 15040 HEATING, VENTING AND AIR CONDITIONING: (THE WORD CONTRACTOR IN THIS SECTION SHALL REFER TO TENANT MECHANICAL CONTRACTOR). A. SCOPE UNLESS STATED OTHERWISE, THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSULATION OF A COMPLETE AND TENANT ACCEPTABLE OPERATING HEATING AND AIR CONDITIONING SYSTEM HEREIN DESCRIBED, AND AS SHOWN ON PLANS. THE SPACE IN GENERAL SHALL BE HEATED AND COOLED BY MEANS OF A PACKAGED ROOFTOP AIR CONDITIONING UNIT(S) WITH GAS HEAT AND UTILIZING A DX COIL AND PACKAGED AIR COOLED CONDENSING COMPRESSING UNIT(S) FOR COOLING. B. ROOFTOP AIR CONDITIONING UNIT(S) PROVIDE CARRIER, TRANE, OR APPROVED EQUAL ROOFTOP AIR CONDITIONING UNIT(S) AS SCHEDULED ON THE DRAWINGS. UNIT(S) SHALL BE COMPLETE WITH BELT— DRIVEN FAN, ADJUSTABLE DRIVE, INTERNALLY INSULATED HOUSING, DIRECT EXPANSION COOLING COIL, GAS HEAT, COMPRESSOR, AIR COATED CONDENSER, DRIP PAN, FILTER SECTION WITH THROWAWAY PLEATED FILTERS, INTERNAL VIBRATION ISOLATORS, AND 14" HIGH ROOF CURB. FURNISH UNIT(S) WITH ADDITIONAL ACCESSORIES AS SCHEDULED ON THE DRAWINGS. VERIFY OPERATING VOLTAGE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING. C. CONTROLS PROVIDE ALL CONTROLS, WIRING, SENSORS, RELAYS. ETC. FOR A COMPLETE OPERATING SYSTEM THAT IS COMPATIBLE WITH INSTALLED EQUIPMENT ARID ALL LANDLORD REQUIREMENTS, INCLUDING EMERGENCY SHUTDOWN OF HVAC EQUIPMENT, UNLESS NOTED OTHERWISE. PROVIDE MULTI —STAGE HEAT /COOLED PROGRAMMABLE THERMOSTAT COMPATIBLE WITH INSTALLED EQUIPMENT AND LANDLORDS SYSTEM. THERMOSTAT SHALL BE HONEYWELL T -7300 OR EQUIVALENT PRODUCT FURNISHED BY THE MANUFACTURER OF THE INSTALLED EQUIPMENT. THERMOSTAT SHALL BE MOUNTED 5' -6" ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE ON THE DRAWINGS. D. SEQUENCE OF OPERATION OCCUPIED HOURS: SUPPLY FAN SHALL OPERATE CONTINUOUSLY AND THE OUTSIDE AIR DAMPER SHALL BE OPEN TO THE MINIMUM POSITION. DX COIL OR GAS SHALL CYCLE TO MAINTAIN SPACE TEMPERATURE SETPOINT. UNOCCUPIED HOURS: OUTSIDE AIR DAMPER SHALL BE CLOSED. SUPPLY FAN AND CONDENSING UNIT OR ELECTRIC HEATING SHALL CYCLE TO MAINTAIN SPACE TEMPERATURE SETPOINT. ECONOMIZER MODE: DIFFERENTIAL ENTHALPY CONTROLLED ECONOMIZER SHALL ACTIVATE WHENEVER THE OUTSIDE AIR ENTHALPY IS LOWER THAN THE ENTHALPY CONTROL SETTING. ECONOMIZE, DAMPERS SHALL MODULATE TO FULL OPEN POSITION, AS REQUIRED, TO MAINTAIN DISCHARGE AIR TEMPERATURE BETWEEN 52 AND 58 DEGREES FAHRENHEIT. MECHANICAL COOLING /HEATING SHALL BE LOCKED OUT OF ECONOMIZER MODE. WHEN THE SPACE TEMPERATURE SETPOINT I5 SATISFIED, THE DAMPER SHALL RETURN TO THE MINIMUM OUTSIDE AIR POSITION DURING OCCUPIED MODE AND CLOSE COMPLETELY DURING UNOCCUPIED MODE. SMOKE ALARM MODE: UPON A SIGNAL FROM THE DUCT SMOKE DETECTORS OR ZONE SMOKE EXHAUST /FIRE ALARM SYSTEM, UNIT(S) SHALL SHUT DOWN, AND THE OUTSIDE AIR DAMPER SHALL CLOSE. E. CUTTING AND PATCHING THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED TO INSTALL ANY PORTION OF THIS WORK. PATCH NEW MATERIALS OF THE SAME TYPE THAT WAS REMOVED. REFINISH PATCHED SURFACE TO MATCH EXISTING ADJACENT SURFACES. ALL ROOF PENETRATIONS BY LANDLORD ROOF CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. F. DUCTWORK CONSTRUCT ALL LOW VELOCITY DUCTWORK OF APPROPRIATE GAUGE SHEET METAL FOR INDICATED SIZES IN ACCORDANCE WITH SMACNA STANDARDS. ROUTE DUCTWORK SUBSTANTIALLY AS SHOWN ON THE CONTRACT DOCUMENTS. ALL BENDS AND CURVES SHALL BE LONG RADIUS. SEAL ALL DUCTWORK IN ACCORDANCE WITH SMACNA STANDARDS: ABOVE 2" W.G. STATIC PRESSURE — SEAL CLASS "A" BETWEEN 1" AND 2" W.G. — SEAL CLASS "B" LESS THAN 1" W.G. — SEAL CLASS "C" DUCT SIZES SHOWN ON DRAWINGS OR INSIDE DIMENSIONS. INSTALL RIGID ALL METAL DUCT SUPPORT SYSTEMS AS INDICATED IN SMACNA STANDARD. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING 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. FLEXIBLE DUCTWORK SHALL BE WIREMOLD WCK OR WK. THERMAFLEX M —KE. FLEXMASTER 3M OR NORFLEX NT -25M. MAXIMUM FLEXIBLE DUCT LENGTHS SHALL BE 5 FT. FLEXIBLE DUCTWORK SHALL BE EXTERNALLY INSULATED WITH UL LISTED 1" FLEXIBLE FIBERGLASS AND NON — COMBUSTIBLE VAPOR BARRIER . INSTALL ADJUSTABLE QUADRANT DAMPERS IN ALL BRANCH DUCTS, AND AS REQUIRED TO BALANCE THE AIR SYSTEM. G. BALANCING AIR SYSTEMS TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT CONTRACTOR WHO A IS CURRENTLY LICENSED ASSOCIATED AIR BALANCING COUNCIL (AACD) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) BALANCING CONTRACTOR. THE MECHANICAL CONTRACTOR CAN NOT BE USED TO BALANCE THE SYSTEM. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING AND BALANCING SHALL BE BY THE GENERAL CONTRACTOR. THE HVAC CONTRACTOR SHALL BE PRESENT FOR THE AIR BALANCE TO VERIFY ACCESSIBILITY TO ALL DEVICES, VERIFY ALL OPERATING SEQUENCES. THE MECHANICAL CONTRACTOR SHALL REMOVE AIR FILTER USED DURING CONSTRUCTION AND INSTALL NEW FILTERS IN ALL UNITS JUST PRIOR TO THE AIR BALANCE WORK BEING DONE. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION, EXCEPT AS NOTED OTHERWISE. HVAC CONTRACTOR SHALL ALSO INSTALL A NEW SET OF FILTERS AT THE TIME OF PROJECT TURNOVER. ALL CONTROL SEQUENCES SHALL BE TESTED AND CORRECTED /ADJUSTED AS REQUIRED FOR CORRECT OPERATION AS SPECIFIED (INTERLOCKED EQUIPMENT SMOKE DETECTORS, SMOKE EVACUATION, ECONOMIZER. ETC.) AND OPERATING STATUS RECORDED IN THE REPORT. G.C. TO PROVIDE A COPY OF THE FIND BALANCING REPORT TO LANDLORD, TENANT, CODE OFFICIALS (IF REQUIRED) AND 3 COPIES TO THE ENGINEER. NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. H. START UP OF SYSTEMS. GUARANTEE AND INSTRUCTIONS THIS CONTRACTOR SHALL GUARANTEE AND MAINTAIN THE STABILITY OF ALL WORK AND MATERIALS FOR A PERIOD OF ONE (I) YEAR AFTER THE FINAL PAYMENT FOR COMPLETION OF THE WORK AS EVIDENCED BY FINAL APPROVAL OF TENANT'S ARCHITECT. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE — MENTIONED PERIOD MUST BE IMMEDIATELY CORRECTED BY THIS CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF TENANT'S ARCHITECT AND ENGINEERS. SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHINGS OF THE BUILDING RESULTING FROM THE ORIGINAL DETECTOR REPAIRS THERETO. TENANTS DESIGNATED OPERATING PERSONNEL SHALL BE FULLY INSTRUCTED BY THIS CONTRACTOR IN THE OPERATION OF EACH MECHANICAL SYSTEM AT THE TIME IT 15 BEING PUT IN SERVICE. ASSEMBLE IN PORTFOLIO FORM AND DELIVER TO TENANT BEFORE FINAL PAYMENT IS MADE FOUR (4) COMBINED SETS OF SHOP DRAWINGS, MANUFACTURERS BULLETINS OR OTHER DATA AS REQUIRED COVERING THE CARE, MAINTENANCE, AND OPERATION OF EACH PIECE OF EQUIPMENT FURNISHED. I. DIFFUSERS. GRILLES AND REGISTERS FURNISH AND INSTALL: TITUS, OR APPROVED EQUAL CEILING DIFFUSERS AS SCHEDULED. IF CONTRACTOR WISHES TO SUBMIT DIFFERENT GRILLES, REGISTERS, OR DIFFUSERS, CONTRACTOR WILL SUBMIT SHOP DRAWINGS TO ENGINEER PRIOR TO PURCHASING ANY MATERIAL. L. EXHAUST SYSTEM FURNISH AND INSTALL COOK. PENN, GREENHECK OR EQUAL, CEILING EXHAUST FAN WITH BACKDRAFT DAMPERS AND DUCTWORK COMPLETE AS SHOWN ON DRAWINGS. M. INSULATION 1. ALL CONCEALED SUPPLY DUCTWORK SHALL BE EXTERNALLY INSULATED. a. MATERIAL: OWENS— CORNING OR APPROVED EQUAL 1/2" REINFORCED FOIL FACED FIBERGLASS (VAPOR SEALED) INSULATION. INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2. EXPOSED SUPPLY DUCTWORK SHALL BE ACOUSTICALLY LINED 10' -0" MINIMUM FROM ANY FAN OR SHOWN ON THE PLANS. a. ACOUSTICAL INTERNAL INSULATION SHALL BE I" OWENS— CORNING FIBERGLASS COATED DUCT LINER BOARD OR APPROVED EQUAL. DUCT SIZES SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. APPLY INSULATION WITH MANUFACTURER'S APPROVED ADHESIVES, MASTICS AND MECHANICAL FASTENERS. 3. ALL RETURN EXPOSED OR CONCEALED SHALL BE ACOUSTICALLY LINED 10' —O" MINIMUM FROM ANY FAN OR AS SHOWN ON THE PLANS. a. ACOUSTICAL INTERNAL INSULATION SHALL BE 1" OWENS — CORNING FIBERGLASS COATED DUCT LINER BOARD OR APPROVED EQUAL. DUCT SIZES SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. APPLY INSULATION WITH MANUFACTURER'S APPROVED ADHESIVES, MASTICS AND MECHANICAL FASTENERS. N. SMOKE DETECTORS CONTRACTOR TO FURNISH AND INSTALL PYROTRONICS OR APPROVED EQUAL, IONIZATION TYPE DUCT SMOKE DETECTOR IN RETURN AIR DUCT TO DE— ENERGIZE SUPPLY AIR UNIT UPON ACTIVATION. ELECTRICAL CONTRACTOR TO PROVIDE POWER TO SMOKE DETECTOR. MAR 17 2006 CENTER 2876 Southcenter Mall Tukwila, WA 98188 smi e s. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration 143 Issues and Revisions No. Date 1 02.08.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018,00 Description MECHANICAL SPECIFICATIONS Computer File CW05- 2008— M3,DWG Scale AS NOTED Template 4.3 (120101) M -3 5294 REGISTERED ARCHITECT KEI • STATE OF WASHINGTON Architect Registration Issues By Check PERMIT KLS All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. PLUNK \G FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL NUMBER NOTES WC AMERICAN STANDARD #2168.100 C/W SUPPLY PIPING, ANGLE VALVE, WALL FLANGE AND FLEXIBLE RISER. (ZURN ZH- 8825- CR -LK) SEAT OLSONITE #46SSTL LAV ADVANCE 7 -PS -50 STAINLESS STEEL SINK, LEVER OPERATED DRAIN K -26, S.S. BASKET K--6, ADVANCE FAUCET K -9, WH A.O. SMITH ELJF -10 1- 0-G.A. STORAGE CAPACITY, 3.0 INPUT, 208V. ELECTRIC WATER HEATER FD ZURN ZN- 415 -6S CAST WITH DEEP SEAL TRAP AND 6" STRAINER TP PPP INC. #PR -500 FULLY AUTOMATIC, ALL BRASS TRAP PRIMER VALVE, ACTIVATED BY A DROP IN BUILDING WATER PRESSURE, NO AJUSTMENT REQUIRED, MODEL PRIME -RITE FOR 1 TO 4 TRAPS WITH DISTRIBUTION UNIT. MUST BE INSTALLED ON A FRESH COLD WATER LINE OF 1 1/2" DIAMETER OR LESS, AS INDICATED ON DRAWINGS, OR REQUIRED BY PLUMBING CODE. WGO ZURN — WALL CLEAN OUT-CAST IRON CLEAN OUT TEE WITH BRONZE THREADED CLEAN OUT PLUG. PLUG TO BE GAS AND WATER TIGHT. WALL ACCESS PANEL - ZURN #ZANB-- 1460 -9 9 "x9" WALL ACCESS PANEL AND FRAME: SMOOTH NICKEL BRONZE SECURING LUGS. GENERAL PLU vBI \G NOTES 1. ALL PLUMBING INSTALLATIONS SHALL COMPLY WITH STATE AND LOCAL CODES. 2. PLUMBING CONTRACTOR SHALL MAKE CORRECTIONS IF WATER SUPPLY AND DRAINAGE FOR THE BUILDING ARE REVERSED. 3. INSTALL ALL THREADED CLEANOUT PLUGS WITH PIPE DOPE TO ALLOW EASY REMOVAL IN THE FUTURE. 4. IT WILL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO INSURE THAT ITEMS TO BE FURNISHED UNDER PLUMBING CONTRACT WILL HT THE SPACE AVAILABLE - PLUMBING CONTRACTOR SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPACE REQUIREMENTS, INCLUDING THOSE FOR CONNECTIONS AND SHALL FURNISH AND INSTALL SUCH SIZES AND SHAPES OF EQUIPMENT THAT ARE THE TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 5. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, FLOORS, AND ROOF WITH EACH CONTRACTOR RESPONSIBLE FOR VERIFYING LOCATION AND SIZES OF ALL OPENINGS REQUIRED UNDER HIS CONTRACT, UNLESS NOTED OTHERWISE ON THE PLANS. 6. PLUMBING CONTRACTOR SHALL PROVIDE PRESSURE REDUCING VALVE, SWEAT TYPE, 30 -60 PSIG DISCHARGE RANGE WHERE REQUIRED BY LOCAL CODES. 7. ALL PLUMBING FIXTURES SHALL BE NEATLY CAULKED WITH SILICONE COMPOUND WHERE FIXTURE MEETS WALL 8. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL AND CONTROL CONNECTIONS TO PLUMBING EQUIPMENT WITH THE ELECTRICAL CONTRACTOR. SEE PLANS FOR LOCATIONS OF JUNCTION BOXES, DISCONNECTS, AND CIRCUIT BREAKERS (PANEL BOARDS). TYPE, SIZE AND NUMBER OF CONDUCTORS AND CONDUITS TO EQUIPMENT SHALL BE COORDINATED WITH & VERIFIED BY THE ELECTRICAL CONTRACTOR. IN CASE OF PLUMBING EQUIPMENT CONNECTION TO A CIRCUIT BREAKER, THE NUMBER AND SIZE OF CONDUCTORS AND CONDUIT SHALL CONFORM TO THE LATEST NATIONAL ELECTRICAL CODE REGULATIONS. ALL MOTOR STARTERS, SWITCHES, CONTROL DEVICES, ETC., PROVIDED BY 11-IIS CONTRACTOR SHALL BE RECESSED IN THE WALLS, EXCEPT WHERE THESE ITEMS ARE LOCATED IN MECHANICAL ROOMS. PROVIDE NAMEPLATES FOR ALL EQUIPMENT, SWITCHES, CONTROL DEVICES, ETC. 9. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL GAS PIPING IF SHOWN ON PLANS. ALL GAS PIPING SHALL COMPLY WITH LOCAL CODES. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO ALL EQUIPMENT. INSTALL REGULATORS AT EQUIPMENT WHERE REQUIRED BY MANUFACTURER OR CUTS SUPPLIED BY FURNISHING CONTRACTOR. 10. PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS AT PLACES INDICATED ON THE PLANS AND RISER DIAGRAM. SHOCK ABSORBERS SHALL BE PDI APPROVED. 11. ALL UNDERGROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE CAST IRON OR PVC AS ALLOWED BY LOCAL CODES. ALL ABOVE GROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE PVC. 12. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR APPROVED FLOOR PLAN AND DIMENSIONS. DO NOT SCALE PLUMBING DRAWINGS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING CONDENSATE DRAIN PIPING ON AIR HANDLING UNITS. COORDINATE WORK WITH MECHANICAL CONTRACTOR. 14. CONTRACTOR SHALL INSTALL WATER PIPING 50 THAT PIPE JOINTS ARE NOT UNDER FLOOR SLAB. 15. PIPE INSULATION SHALL BE CONTINUOUS THROUGH WALLS OR FLOOR. 16. CONTRACTOR SHALL TEST SOIL, WASTE AND VENT SYSTEMS MTh PEPPERMINT. ALL MECHANICAL SYSTEMS SHALL BE RUNNING WHILE THESE TESTS ARE BEING MADE. CONTRACTOR SHALL FURNISH A CERTIFICATE OF COMPLIANCE AND ACCEPTANCE OF THESE TESTS. 17. CONTRACTOR SHALL INSULATE ALL UNDER SLAB HOT WATER PIPING WITH 1" RIGID URETHANE FOAM INSULATION AND 1" CLOSED CELL RUBBER INSULATION, WITH FIRE RETARDANT COATING ON ALL HOT WATER AND RETURNS LINES ABOVE SLAB. INSULATE ALL COLD WATER LINES ABOVE SLAB WITH 1/2" CLOSED CELL RUBBER FIRE RETARDANT INSULATION. 18. ANY DEVIATIONS FROM SPECIFIED PLUMBING FIXTURES AND TRIM IN FIXTURE SCHEDULE SHALL BE APPROVED PRIOR TO SUBMITTAL FROM THE ALDO'S PROJECT MANAGER. 19. ALL INDIRECT WASTE LINES SHALL HAVE A MINIMUM OF 2" VERTICAL AIR GAP AT FLOOR SINK, DRAIN OR HUB. FLOOR SINKS, DRAINS OR HUBS SHALL EXTEND A MINIMUM 1" ABOVE FINISHED FLOOR WHEN SERVING INDIRECT DRAINS. 20. VACUUM BREAKERS SHALL BE INSTALLED ON ALL HOSE BIBBS AND HYDRANTS. VACUUM BREAKERS /BACK FLOW PREVENTORS TO BE INSTALLED AT ANY POINT WHERE THERE IS DANGER OF THE NON POTABLE WATER SYSTEM COMING IN CONTACT WITH THE PORTABLE WATER SYSTEM OR ANY DANGER OF BACK FLOW. COORDINATE WITH LOCAL INSPECTOR. 21. ALL PLUMBING WORK SHALL BE COORDINATED WITH OTHER PROJECT CONTRACTORS BEFORE INSTALLATION. 22. USE TYPE "K" SOFT DRAWN COPPER UNDER SLAB. 23. ALL WATER DISTRIBUTION PIPE ABOVE GROUND SHALL BE COPPER OR COPPER ALLOY TUBING. VACUUM RELIEF VAVLE (VALVE AND TEE ABOVE WATER HEATER) TACO CX -15 EXPANSION TANK, FDA AND ASME APPROVED FOR POTABLE WATER. 7. SCALE: N.T.S. WC TO TRAP PRIMER CONNECTION AT FD F❑ PROVIDE BALL VALVE. ,„,..." LAV `UNION WATER RISER DIAGRAM 10 GALLON WATER HEATER ABOVE TOILET CEILING. PROVIDE 3" DEEP GALV PAN W /SOLDERED SEAMS. TERMINATE INDIRECTLY INTO FLOOR DRAIN ROUTE AUX. DRAIN TO APPROVED RECEPTOR SUCH AS TATTLETAIL DRAIN ETC. WATER HEATER T & P AND DRAIN PAN CANNOT CAUSE TRIPPING HAZARD. VERIFY EXACT LOCATION IN FIELD. WC TO TRAP PRIMER CONNECTION AT FD co EXTEND NEW 4" SS TO EXISTING SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. 3" FD W /TRAP PRIMER z—PROVIDE AND INSTALL JlL 4" V. T.R. L > ■ II y ' II . I .. we 1 :1 > I �' 1 I 1' . LAV y > I • 1 ... l SCALE: N.T.S. 3" FD W /TRAP PRIMER LAV wcO EXTEND NEW 4" 55 TO EXISTING SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. WASTE RISER DIAGRAM PLUMBING PLAN SCALE: 1 /4" = 1' —O" i f err rrr ai oral i� iiiiii i i� iiaaiiii i r i r r r a aaa i i i ii i i i i • l I wto MAR 17 2008 2876 Southcenter Mall Tukwila, WA 98188 mita co. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018,00 6294 Description PLUMBING PLAN Computer File CW05- 2008— P1,DWG Scale AS NOTED Template 4.3 (120101) P -1 Architect Registration Issues By Check PERMIT KLS All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc.