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Home My WebLink AboutPermit D08-142 - WESTFIELD SOUTHCENTER MALL - LEARNING QUEST TOYS - TENANT IMPROVEMENTLEARNING QUEST TOYS 2426 SOUTHCENTER MALL D08 -142 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.atukwila.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 -142 Occupant /Tenant: LEARNING QUEST TOYS Building Address: 2426 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 Design Occupant Load: BUILDING OFFICIAL 67 �c�cg DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 2426 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: LEARNING QUEST TOYS Address: 2426 SOUTHCENTER MALL , TUKVVILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Cityf Tukwila • DEVELOPMENT PERMIT Contact Person: Name: KEITH SMITH Address: 1725 WESTLAKE AV N, STE 210 , 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 DESCRIPTION OF WORK: TENANT IMPROVEMENT FOR RETAIL SPACE - PROVIDING A VANILLA SHELL. 7 -11 -08 REVISION #3 TO CHANGE TO TENANT IMPROVEMENT. WER Value of Construction: $109,000.00 Fees Collected: $2,315.04 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 doc: IBC -10/06 * *continued on next page ** Permit Number: D08 -142 Issue Date: 05/02/2008 Permit Expires On: 01/15/2009 Expiration Date: 12/28/2008 D08 -142 Printed: 07 -31 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and 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 p construction or the 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 oes not presume to giv ce of work. I . autho Permit Number: D08 -142 Issue Date: 05/02/2008 Permit Expires On: 01/15/2009 Date: `7 -3 I -O i/ o violate or cancel the provisions of any other state or local laws regulating ign and obtain this development permit. Date: This permit shall become null and void if the work is not comme ced 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 - 142 Printed: 07 -31 -2008 CitA►f Tukwila Parcel No.: 6364200010 Address: 2426 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: WESTFIELD - VANILLA BOX Address: 2426 SOUTHCENTER MALL , TUKWILA WA Contractor: Name: SWINERTON BUILDERS Address: 260 TOWNSEND ST , SAN FRANCISCO CA 94107 Phone: 415- 984 -1248 Contractor License No: SWINEB *992DR DEVELOPMENT PERMIT Contact Person: Name: KEITH SMITH Address: 1725 WESTLAKE AV N, STE 210 , SEATTLE WA 98109 Phone: 206 713 -4076 DESCRIPTION OF WORK: TENANT IMPROVEMENT FOR RETAIL SPACE - PROVIDING A VANILLA SHELL. * *continued on next page ** • Permit Number: D08 -142 Issue Date: 05/02/2008 Permit Expires On: 10/29/2008 Expiration Date: 12/28/2008 Value of Construction: $108,000.00 Fees Collected: $2,195.04 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 D08 -142 Printed: 05 -02 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and e 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 constructio • • = perf • •• ce of work. I am aut • d to sign and obtain this development permit. Signature: I - • Date: Print Name: doc: IBC -10/06 City ollqukwila • 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 M ,•=i1 FZ7, /G l92D Permit Number: D08 -142 Issue Date: 05/02/2008 Permit Expires On: 10/29/2008 Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -142 Printed: 05-02 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 2426 SOUTHCENTER MALL TUKW LEARNING QUEST TOYS PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -142 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: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). doc: Cond -10/06 D08 -142 Printed: 07 -31 -2008 16: ** *FIRE DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 19: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 20: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 21: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 22: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 23: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 24: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 25: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) doc: Cond -10/06 D08 -142 Printed: 07 -31 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 28: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 29: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 31: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 32: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 33: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 34: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 35: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 36: Local U.L. central station supervision is required. (City Ordinance #2051) 37: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 38: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a doc: Cond -10/06 D08 -142 Printed: 07 -31 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 42: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 44: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D08 -142 Printed: 07 -31 -2008 I hereby certify that I have this work will be complied The granting of this pe construction or the pe Signature: Print Name: 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.cidukwila.wa.us read these conditions and will comply with them as outlined. All provisions of law and ordinances governing with, whether specified herein or not. does not presume to give authority to violate or cancel the provision of any other work or local laws regulating ce of work. 0 y9- ti .-t- ( „Jr) ., 1 ,, i Date: doc: Cond -10/06 D08 -142 Printed: 07 -31 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 2426 SOUTHCENTER MALL TUKW WESTFIELD - VANILLA BOX 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 PERMIT CONDITIONS • Permit Number: Status: Applied Date: Issue Date: D08 -142 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: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). doc: Cond -10/06 D08 -142 Printed: 05 -02 -2008 16: ** *FIRE DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 19: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 20: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 21: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 22: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 23: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 24: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 25: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) doc: Cond -10/06 D08 -142 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 • 28: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 29: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 31: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 32: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 33: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 34: 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 sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 35: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 36: Local U.L. central station supervision is required. (City Ordinance #2051) 37: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 38: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a doc: Cond -10/06 D08 -142 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 minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 42: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 44: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * * continued on next page ** D08 -142 Printed: 05 -02 -2008 i i City of Tukwila 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. 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. Signature: Print Name: ? ( % /9'L ,L7 LT l G 2 ) doc: Cond -10/06 D08 -142 Date: ordinances governing or local laws regulating Printed: 05 -02 -2008 SITE";LOCATI Site Address: Tenant Name: Property Owners Name: Mailing Address: CONTACT PER hen your perm Name: Mailing Address: E -Mail Address: GENERAL CONTRACTOR, INFORMATION =- (Centractur Informatio for. Mechanical (log 4 ) for Plumbing and as Piping Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: AIM '�i L'ii %L I/ I Ians mu, 0 Id 1 /C City /� / State Zip Day Telephone: 96 7 (, ! v '7k' Fax Number: 9-6 4& �('xi e0 or tce Company Name: Mailing Address: Contact Person: E -Mail Address: ENGINEER. OF, REC< CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwci.tulcwila.wa.us 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 ** 7 vu Aratrarmanwr !f/t MPAI UW / 1. . ,i 2 t City Day Telephone: 'h 5n i' l V 1 ( 54 Z L ((/�, (�YZ°-� Fax Number: `7 `) l7 be wet stamped b King Co Assessor's Tax No.: 6436. yet) — ESC) / b Suite Number: ( Floor: 2"14 cri New Tenant: , ❑..No Sta State Zip Zip Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Q: WpplicationsWorms- Applications On Line\3 -2006 - Permit Application.doc Revised 9 -2006 Page 1 of 6 bh State Zip �� 1 Lot Area (sq ft): BUILDING PERMI ON -- 206- 431.3670 Valuation of Project (contractor's bid price): $ ' t ' Existing Building Valuation: $ � Scope of Work (please provide detailed information): L1l '7/7 �(,,/V�G 7' ( /7 e t r V.i i l ( y e, / /2IV Will there be new rack storage? ❑ Yes ide All Building Are: are F e Belo � r a Floc Attached ed" Coveted /14 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentktion that shows that the princi al owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes No If yes, a separate permit and plan submittal will be required. Compact: Handicap: ❑ No If `yes ", explain: FIRE PROTECTION/HAZA OUS MATERIALS: [.7 Sprinklers Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes IV 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. Q. \ApplicationsWorms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9.2006 bh Page 2 of 6 PUBLIC WORKS PERNIIT INFORMATION`.-- 206- 433 -0179 Scope of Work (please provide detailed information): Water District Tukwila 0... Water District #125 ...Water Availability Provided S wer District Tukwila ❑... ValVue El .. Renton ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Please refer to Public Works Bulletin #1 for fees and estimate sheet. 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 ") El ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report El ...Traffic Impact Analysis ❑ ...Bond El .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) El ...Hold Harmless — (SAO) El ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): El ...Right -of -wa Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance El ...Construction/Excavation/Fill - Right -of -way Non Right-of-way El ...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 El .. Work in Flood Zone El .. Storm Drainage El .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut El .. Looped Fire Line El ...Permanent Water Meter Size... 3, WO # E l ...Temporary Water Meter Size .. 3, WO # El ...Water Only Meter Size WO # El ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private Q: Wpplications\Forms- Applications On Linel3-2006 - Permit Application.doc Revised 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 El .. Highline El .. Renton El .. Seattle El .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Grease Interceptor El .. Channelization ❑ .. Trench Excavation El .. Utility Undergrounding El ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water El ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) El ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: 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 Thermostat Z 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 quip nt/ ( T Air Handling Unit <10,000 CFM Incinerator — Comm /Ind / 1 % / `/ 4 /st (Gli MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Scope of Work ( ease provide tailed in ormatio 4 / 1 ( 6u Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... Replacement .... ❑ Fuel Type: Electric Q:Wpplications\Forms- Applications On Linel3.2006 - Permit Application.doc Revised 9 -2006 bh . fuser w r t.1�r�r r . 4,)) S (1' /1 5 Gas .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Page 4 of 6 Fixture Type: Qty Fixture Type:' ' ° Qty :. Fixture Type: Qty'; > Fixture 'bye: ..:c 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 /2..- Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory 2 Water Closet n !-0' Building sewer or trailer park sewer Rain water system - per drain (inside building) Water heater and/or vent / 1 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 FLU; G. D GA$ PIPING -- PERMIT INFORMATION ZQG= 431', -3670 PLUMBING AND GAASIPING 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): $ I►1 /lI! L) r C Valuation of Gas Piping work (contractor's bid price): $ / J� Scope of Work (please provide detailed information): pm, / G�� /1 , W 70e. k f Q.Wpplications\Forms- Applications On Linel3.2006 - Permit Application.doc Revised 9 -2006 bh Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Sewer: Page 5 of 6 PERMIT A 'PLICATI©N NOTES Applicable to all peen Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: Mailing Address: Date Application Expires: Date Application Accepted: NER OR AUTHORIZED AGENT: vAndoit. Q:Wpplications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised 9.2006 bh Day Telephon Ni CV- 11 1.O Date: State Staff Initials: Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -02800 Initials: WER User ID: 1655 Payee: DAVE WORLEY City sit Tukwila 6364200010 2426 SOUTHCENTER MALL TUKW LEARNING QUEST TOYS TRANSACTION LIST: Type Method Descriptio doc: Receipt -06 Payment Cash 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 ACCOUNT ITEM LIST: Description Account Code BUILDING - NONRES 000/322.100 PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 71.88 Current Pmts 7.20 64.68 Total: $71.88 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $71.88 D08 -142 ISSUED 03/17/2008 05/02/2008 Payment Date: 07/31/2008 10:26 AM Balance: $0.00 X490 07/31 x710 TOTAL 215..:4 Printed: 07 -31 -2008 Parcel No.: 6364200010 Address: Suite No: Applicant: WESTFIELD - VANILLA BOX Receipt No.: R08 -02254 Initials: WER User ID: 1655 Payee: DAVID WORLEY TRANSACTION LIST: Type Method 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 2426 SOUTHCENTER MALL TUKW Payment Check Descriptio 8057 ACCOUNT ITEM LIST: Description Account Code doc: Receiot -06 PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 120.00 Current Pmts 120.00 Total: $120.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $120.00 D08 -142 ISSUED 03/17/2008 05/02/2008 Payment Date: 06/24/2008 11:20 AM Balance: $0.00 4042 06/24 9711 TOTAL 300.00 Printed: 06-24 -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:/lwww.ci.tukwila.wa.us RECEIPT • Parcel No.: 6364200010 Permit Number: D08 -142 Address: 2426 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 03/17/2008 Applicant: WESTFIELD - VANILLA BOX Issue Date: Receipt No.: R08 -01472 Initials: JEM User ID: 1165 Payee: ERIK S BARTH TRANSACTION LIST: Type Method Descriptio Amount Payment Check 187 1,332.10 ACCOUNT ITEM LIST: Description BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts Payment Amount: $1,332.10 Payment Date: 05/02/2008 03:07 PM Balance: $0.00 1,327.60 4.50 Total: $1,332.10 2001 05/05 9711 TOTAL 1332.10 doc: Receipt -06 Printed: 05-02 -2008 Don: RECSETS -OR RECEIPT NO: R08 -00793 Initials: JEM Payment Date: 03/17/2008 User ID: 1165 Payee: ERIK S BARTH SET ID: S000000982 SET NAME: Trap set /Initialized Activities SET TRANSACTIONS: Set Member Amount • 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 08-14X 862.94 EL08 -260 123.00 M08 -081 101.50 PG08 -083 38.00 TOTAL: 1,125.44 TRANSACTION LIST: Type Method Description Amount Payment Check 217 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT TOTAL: Total Payment: 1,125.44 1,125.44 1,125.44 Account Code Current Pmts 000.345.832.00.0 123.00 000/345.830 1,002.44 TOTAL: 1,125.44 0150 03 /18 9710 TOTAL 1125.44 Project: j L Type of Inspection: A.,--fiel Address: �/ 1 Z4 / � � Date Called: Special Instructions: Date Wanted: 7/e J d R a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 0 $60.0 }ttINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid (6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: ?erim coi.44,* iriAd Inspector: Date: /��5 S Receipt No.: . 'Date: Project: L �tfn i7 at Type of Inspection:. ici f � \k, Address: // Date Called Special Instructions: Date Wanted: 7� Z./ / a m. Requester: Phone No P03-i`/2- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Ir. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 -3 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Q 4 4/27 sf4 Inspector: (Date: 74/ 41 J $60:9 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. V 1 Receipt No.: 'Date: f Project: earAf 014. Type of Inspection: /, Address: Date Called: Special Instructions: Date Wanted: 7/Z 4'0 a.m. P.m. Requester: Phone No: 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 Approved per applicable codes. Corrections required prior to approval. COMMENTS: C©rV,rU`icao95 rei Inspector: p $ Date: REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai . at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: 5 10C k 13444 :6.1 Chi G li;'n• Dt Ar R r nil) OF SIX I e" K at " A: 1 , ,i2o not ten tea PAW 0 n21 gi ;Di 5 . j,,-1 Moue Si 0 c L Qt, 4 P �tet. a 4t d4,0 I to 5rae o fu. h th IA d; a ,„I et, S I'gc (C. -- Date Wanted: .0•- t;-11 Liiitifor; 0 (kit d 1 1Z7 - $5I. Requester: 4✓,4Vtf 44 Phone No: Project: v s Ik 13'.0. Type of Inspection: r' ni'i Address: •142.6 HAIL Date Called: Special Instructions: Date Wanted: .0•- i Requester: 4✓,4Vtf 44 Phone No: 6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pols /4a PERIT NO. (206)431 -367 Ej Approved per applicable codes. Corrections required prior to approval. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: // COMMENTS: I f / r't.' e4i .41/7 -S at , uA'] caad fitc 7S/i 5 Address: } t1 a -t1 )-{) 9 / P' teS 7 Stye ,ter a _f- <o f,' eior 444, as - USA ct frtI 2 dr S a/AWS Date Wanted: a r 7hW4 er P.m. Requester: Phone 6 793 8,2 V w Project: Type of Inspection: Address: } t1 a -t1 )-{) 9 / �/ 4 /4iJ Date Called: Special Instructions: Date Wanted: a r 7hW4 er P.m. Requester: Phone 6 793 8,2 V INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Do F- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION. 14" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: Date: ? /'A r j $60 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: f f /i � f r -'s 1 .v0. pe of Inspection � Akre/ L. 61 :.. - , el ' I 'f rC F.„4- J " 0., d( t""t 941 S -F '7 r M .r. /#j i ie-,- Special Instructions: Date Wanted: 7/3 / J a r / g P• Requester: Phone No: gee) 3q( 63 9 I Project:. a5 44 ,e id vol. & pe of Inspection � Address: 7 / //!�-s' / Date Called: Special Instructions: Date Wanted: 7/3 / J a r / g P• Requester: Phone No: gee) 3q( 63 9 Lt bog- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 10. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. ❑ Corrections required prior to approval. E l $60. NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: (Date: � f Receipt No.: 'Date: Project: n / A)&34 -Held UGC • T ype of Inspection: `v p /C." /1, Address: 62 % ad/ Date Called: Special Instructions: Date Wanted: 74 AD V '7 p.m. Requester: Phone No: 3 66 3(11 4312 INSPECTION RECORD. ; Retain a copy with permit DbL -1'/ 2 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION tit- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. (206)431 -36 0 0 Approved per applicable codes. El Corrections required prior to approval. ...AC— COMMENTS: 4,1/4 �a� �l u 1 rc)..9 C - -- $60.Ot INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ar6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: (� Wef Type of lnspectio Address: faa... ? 17 414-(( Date Called: Special Instructions: Date Wanted: a. Requester: Phone No: ,a7)6-3 -65/ b INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 14 . I. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. • El Corrections required prior to approval. .t COMMENTS: t�► 17 LotzikAtre Inspector: Date: $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: W<. /J /3 Type of Insp ction: /..: a1 9-777/Ai 6 Addre ` rn 4 // Date Called: Special Instructions: Date Wanted: s -- 7 - o 6:64 p.m. Requester: Pho No: D 6-- 7/7 DQ& -N? INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION CZ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7 /1 � 4111 s l .d /S , 4r 1 103 411 1 Date: 5 $58.O'REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: . , Project:. J �t Type of Inspection: Address: .2 4/2 6. /1/9// Date Called: Special Instructions: Date Wanted: 5, — _ '� p.m. Requester: Phor�go �� - 753 -37/ 7 INSPECTION NO. 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • (206)431 -3670 R4�'.. •� .• d6e:,c4a� �r.n�...: -�4 �. lY..a,. i _ • .s 1'_ _ _ lektafIi.. .... _. Corrections required prior to approval. COMMENTS: ree(rAi toe l fA l ij! /14.512 cell CEA Inspector: Date: ,,/ `0. ., $58.0 4 EINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: er44t h Q - J ``i 0›''S Type of Inspection: F.:r = , A/r4-t A ddress: Suite #: d“l01. ' S . 111' Contact Person: Special Instructions: r Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: r Hood & Duct: Monitor: (9 u , ,a Pre -Fire: Permits: Occupancy Type: ILA INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 IM Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 PERMIT NLMBERS Corrections required prior to approval. COMMENTS: Inspector: Date: 7/.2 0/4f3 rs.. $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: L S 0 / Sprinklers: Type of Inspection S RA Address: 940, /, Suite #: S. c . ptivit L_ Contact P rson: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: *At C Ir INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT • f Approved per applicable codes. Word/Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit 1/13/06 06 - 11 pa Ito — PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. COMMENTS: .%) cip.ffit Inspector: I,, 1 y • Date: IN/4f ' Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila FinancetDepartment. Call to schedule a reinspection. T.F.D. Form F.P. 113 Y Project: -e fr l � 4 t.re.s r �- J Typeof Inspection: nsL L—'".e / r t;5 1, T. ,, + / F Address: ;�, k../, Suite #: s c M A / Contact Pe Ei.,k p4,.h. 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 DoA - i Li a- (:2 -F x.7 5` PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 A pproved per applicable codes. n Corrections required prior to approval. COMMENTS: V f ,. � - f a D.c" - � �'ttirS - el-� fi (e.1't�^ et. Gdfive i r e j414 k COQ, 5p6 J (4 c J e lc. co) r cd � Ct rf 2 . ( Inspector: Date: 7_ Hrs n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: L i j ` 114 5 )j / Type of Insp /SO ion: ' COvek Address: r qa 6 Suite #: S . M Contact Pe n: Special Instructions: Phone No. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 'r; '?•i k1P __ Ata • fri; F ;•y Jit 9-- INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT\ 444 Andover Park East. Tukwila, Wa. 98188 206- 575 -4407 ved per applicable codes. n Corrections required prior to approval. COMMENTS: . de. 1 414441- 4) C7 [33o J X Word /Inspection Record Fonn.Doc 1/13/06 I Date -7. 4(// L/d Inspector: Hrs.: S - PERMIT NUMBERS $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: Njoic.4 t,A r Sprinklers: Type of Inspection: S ea. t w e t.,6 - Address: 2‘42. b 5.e. Suite #: M oK- Contact Person: C •t -meo Special Instructions: Phone No:: Needs Shift Inspection: r Sprinklers: Fire Alarm: 3 Hood & Duct: ' Monitor: Pre -Fire: Permits: Occupancy Type: ` a1i` ..r, 1 :.ti.,..- a+rr4" ..;k+$:;&s??:3±Nds±Ai?i��:� .,r:.r4r'.5;` •'�'' �, " °ss+"1!.+;;s'. -, I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT )bpi - �►_. PERMIT NUMBERS 444 An Park East, Tukwila, Wa. :98188 206- 575 -4407 Approved per applicable codes. Word /Inspection Record Form.Doc Corrections required prior to approval. COMMENTS: \r4fab CT"euv-4 5 6) w .. . J - !. . .. . . . v y • , ! - f • 4 1 .. 3 3. • Inspector: adetp. j5,z- Date: 414 pS - n $8.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 ''' . .. T.F.D. Form F.P. 113 .{ • Project Info Project Address 2426 southcenter Mall Date 3/16/2008 Tukwila, a 98188 For Building Department Use Applicant Name: Keith smith Applicant Address: 1725 Westlake Ave. N, Suite 210 Applicant Phone: Seattle, tm 98109 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM p Revised July 2007 REVIEWED FOR APPROVED COMPLIANCE APR 1 8 2008 Of Tukwila IN. 0 SIM RECEIVED CITY OF TUKWILA MAR 17 Z008 PERMIT CENTER Project Info Project Address 2426 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 III Addition ' Alteration .'a Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive S 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) 7 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 17 96.0 1632.0 101 12 - RECESSED FLUORESCENT 10 26.0 260.0 103 Ll - CANOPY MTD. LINEAR FLUORESCENT 7 96.0 672.0 104 Ll - CANOPY MTD. LINEAR FLUORESCENT 2 96.0 192.0 Location (floor/room no.) ( ) Occupancy Description P Y Allowed Watts per f? " Area in ft Allowed x Area 101 retail 1.50 2587.0 3880.5 103 stock room 0.50 1014.0 507.0 104 toilet 0.80 130.0 104.0 2006 Washington Slate Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage 2006 Washington State Nonresidential Energ Code Compliance Form Interior Lighting Summary LTG -INT 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 4491.5 Total Proposed Watts 2756.0 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 maximum 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 (Wlsf) 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 hospitals, 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 halt" 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: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Qualification Checklist Note: If occupancy type is 'Other and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. 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 watt T - 1, T - 2, T 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 belles 3. LED lights. Interior Lighting Summary (back) LTG -INT 2008 Washington State Nonresidential Energy Code Compliance Form TABLE 15 -1 Unit Lighting Power Allowance (L PA 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 s 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 Energy Code Compliance Form Lighting Power Allowance Adjustments LTG -LPA 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 2426 Southcenter Mall 'Date 3/16/2008 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for 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 ft2 " 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 fiz 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 2426 Southcenter Mall I Date 3/16/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and t ansformer requirements in the 2006 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Requirec • Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations E -1 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 IMax. watts 'Indicate watts for each exit sign I 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 I TRANSFORMERS (Section 1540) yes I 1540 (Transformers . 'Indicate size and efficiency • IE -2 I 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: July 15, 2008 Keith Smith 1725 Westlake Avenue N, Suite 210 Seattle, WA 98109 Dear Mr. Smith, /tide kip Brenda Holt Permit Coordinator Enclosures File: D08 -142 • City of Tukwila RE: Letter of Incomplete Application # 1 — Revision #3 Development Permit Application D08 -142 Learning Quest Toys — 2426 Southcenter Mall 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. P:\Permit Center\Incomplete Letters \2008\D08 -142 Incomplete Ltr #1 -Rev #2.DOC jem • If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sipcerely, Jim Haggerton, Mayor Department of Community Development Jack Pace, Director This letter is to inform you that your revision to your permit application received at the City of Tukwila Permit Center on July 11, 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. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Rev isions must be made in person and will not be accepted through the mail or by a messenmer service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: July 15, 2008 Project Name: Learning Quest Toys Permit #: D08 -142 Plan Review: Allen Johannessen, Plans Examiner 2. Provide occupant type and number of occupants for this tenant space. 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. Please identify square footage of each space for this tenant (i.e. Storage # sq. ft, Mercantile # sq. ft., etc.). 3. Identify path of egress illumination. Path of egress shall show sufficient illumination of 1 foot -candle at the walking surface leading to the exit discharge doorways. This information shall be noted on the plans. (IBC Section 1006) 4. As a general note: for future vanilla box revisions where a new tenant shall occupy that space, please provide the above information for each new tenant space (only show egress path illumination if required). 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 -142 Westfield — Vanilla Box — 2426 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 -142 • Ci,y of Tukwila (71a2,0 P:\Permit Center \Correction Letters \2008\D08 -142 Correction Ltr #2.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: April 4, 2008 Project Name: Westfield Vacant Space Permit #: D08 -142 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 • Guy of Tukwila Department of Community Development Jack Pace, Director Keith Smith 1725 Westlake Avenue N, Suite 210 Seattle, WA 98109 RE: CORRECTION LETTER #1 Development Application Number D08 -142 Westfield Vacant Space — 2426 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 -142 P:\Pennit Center \Correction Letters \2008\DO8 -142 Correction Ltr #1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • • Date: March 21, 2008 Project Name: Westfield Vacant Space Permit #: D08 -142 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. 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, service corridors and mall corridors. 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 -142 DATE: 07 -17 -08 PROJECT NAME: LEARNING QUEST TOYS SITE ADDRESS: 2426 SOUTHCENTER MALL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # X Revision # 3 After Permit Issued Public Works Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: Documents /routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -22 -08 Incomplete n Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required ❑ No further Review Required DATE: DUE DATE: 08-1 9 -08 Approved with Conditions ❑ Not Approved (attach comments) ri DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -142 DATE: 07 -11 -08 PROJECT NAME: LEARNING QUEST TOYS SITE ADDRESS: 2426 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # X Revision # 3 After Permit Issued DEPARTMENTS: B I i n g" uivision Public Works N/. -IS-t, Complete Comments: n REVIEWER'S INITIALS: Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • PLAN REVIEW /ROUTING SLIP p'loo /Oki 1S Fire Prevention LEJ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete APPROVALS OR CORRECTIONS: Approved n Approved with Conditions n Permit Coordinator r DUE DATE: 07 -15 -08 Permit Center Use Only . INCOMPLETE LETTER MAILED: 1.- LETTER OF COMPLETENESS-MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required n No further Review Required DATE: DUE DATE: 08 -12 -08 Not Approved (attach comments) ❑ DATE: .� - s ' Planning Division Not Applicable Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -142 DATE: 06 -16 -08 PROJECT NAME: WESTFIELD VANILLA BOX SITE ADDRESS: 2426 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # after Permit Issued DEPARTMENTS: I w t Bin •��g (eon Public Works � PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route TUES/THURS ROUTING: Documents/routing slip.doc 2 -28 -02 REVIEWER'S INITIALS: APPROVALS 0 CORRECTIONS: Incomplete n Structural Review Required n n n Planning Division Permit Coordinator n DUE DATE: 06-1 7-08 Not Applicable n 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: DUE DATE: 07-15-08 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -142 DATE: 05 -15 -08 PROJECT NAME: WESTFIELD VANILLA BOX SITE ADDRESS: 2426 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENT vision LJ Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Comments: 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 REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 n APPROVALS 0 CORRECTIONS: Structural Approved Approved with Conditions Notation: REVIEWER'S INITIALS: PERMIT COORD COPY • Fire Prevention n Planning Division DUE DATE: 05-20-08 No further Review Required DATE: DUE DATE: 06-17-08 Not Approved (attach comments) DATE: Permit Coordinator Not Applicable n n Permit Center Use Only • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Buil:ijg iI ision Public Works Complete Comments: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 • PLAN P Fi DEPARTMENTS: /I ,(( -ob n ACTIVITY NUMBER: D08 -142 DATE: 04 -07 -08 PROJECT NAME: WESTFIELD VACANT SPACE SITE ADDRESS: 2426 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required I I Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: E SLIP u DUE DATE: 04 -10 -08 DATE: DATE: Planning Division Permit Coordinator Not Applicable rrr APPROVALS OR CORRECTIONS: DUE DATE: 05-08-08 Approved ❑ Approved with Conditions d Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: HERMIT COORD COPY 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -142 DATE: 03 -28 -08 PROJECT NAME: WESTEIELD VACANT SPACE SITE ADDRESS: 2426 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: r B i�d g Division Public Works 444 x n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete o ❑ Planning Division Permit Coordinator n n DUE DATE: 04-01-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: • - 'O Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: �( Documents/routing slip.doc 2 -28 -02 No further Review Required DATE: n DUE DATE: 04-29-08 DATE: ACTIVITY NUMBER: D08 -142 PROJECT NAME: WESTFIELD VACANT SPACE SITE ADDRESS: 2426 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 03 -17 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: n , � Bui • it g (Jiviis on Public Works C�}c� -20 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DUE DATE: 04-1 7-08 Approved ❑ Approved with Conditions n Not Approved (attach comments) f/ Notation: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 * PERMIT COORp COPY PLAN REVIEW /ROUTING SLIP 611 AtAki Fire Prevention Structural n Incomplete NIA 319 Planning Division Permit Coordinator n DUE DATE: 03-20-08 Structural Review Required No further Review Required DATE: DATE: Not Applicable Permit Center Use Only � CORRECTION LETTER MAILED: 3-Z' " 0 b Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I MIST - (0 `)-41 -D e Summary of Revision: tieviKe f -i m,c+GAT'c m u e , Maiik 117t1Al evOlivr-. -1 ,nPO IM K1 7 Received by:- c. Ul eiD REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 3 1- 11 -Ot - .--7,t-0 W(/ Summary of Revision: o 1,1 Of t -FC 7 - l f1.0011- PL/ClJ Yl N PLmi , ren, 11.6- vE4t10 tee (AA& 11,4) Received by: - ()Ien REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 3 1- 11 -Ot - .--7,t-0 W(/ Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 3 1- 11 -Ot - .--7,t-0 W(/ Summary of Revision: (' A - .c i 6c vti5 Received by: CD f, c tA10 ,r le REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: PROJECT NAME: VG1 PERMIT NO0 SITE ADDRESS: 9.141.(i i JkAl ORIGINAL ISSUE DATE: 65i lb REVISION LOG (please pr (please. print) (please print) (please print) (please print) tREISIUNSU Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7( 7 I 0 g - Response to Incomplete Letter # / ❑ Response to Correction Letter # Revision # 3 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite x:100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 7 2-1 - 74 —J-. f Ai 4..YUL. L L 7'Z..„ Grain 0 T /- L., Z.04 ( 6 /e.:3 7 - 2 7 L( se _ Plan Check/Permit Number: 12 Leetr17 nj C-C4e5- �d Z1 >zi Mew 7 / 1 / Contact Person: /224 rc« Re/d, ecr - .4 Phone Number: 206. - X07 Summ ry of Revision: Dr end e rem, es „ �//�r1//7��L 7 1 Sheet Number(s): T- "Cloud” or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: E ntered in Permits Plus on 1 — f -og \applicationslforms- applications on line\revision submittal Created: 8 -13 -2004 Steven M. Mullet, Mayor Steve Lancaster, Director 5 rP t 1 ' /) 0 /14c / /0 � t e2S4. (/ CITY OF RECEIVED PEWIT CtrrTER Date: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 7 (///e,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: http: / /www.ci.tukwila.wa.us ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 3 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ,Pits14; QLIP.z4 toy- ( 1de i-A'e/ V417; /14 70 Project Address: 2e-/-2L 1n4 1' Contact Person: ) 1a y ' k � d� � y Phone Number: */ - c/ 2 — 8 9 23 Summary of Revision: l/ ; //Q X Izv r A r e P /tin /ti .e e. i 4 ` let-itoi g el - 1 &t e ( e //' / - 1 r'P. /h' Iv )-e ,L/42,..- /Oh f'7 7 - lets[ // eS f4A . L4/a is / � _ deixe_ Q Te 5 • U��, /lq � >/ �� (e- ,f r Steven M. Mullet, Mayor Plan Check/Permit Number: DO Z- Steve Lancaster, Director OCG T .2_ : Ai . ri-. 6 a', (54 /es; 13tS/ , . /,45) 0ctio 7 6; C(' / ii-' 116 11144eill Zia re4Sa_' /,c�v Sheet Number(s): # -/. / .4- 3 PErt�FinrFn "Cloud" or highlight all areas of revision including date of revision CITY OF 71 ,10., a Received at the City of Tukwila Permit Center by: /JUL 1 1 2008 Entered in Permits Plus on - 1-1,1%.--0 lapplicationslforms- applications on Imerrevis:on submittal Created: 8 -13 -2004 R.vic.& PERMIT cc c,:; 67/07 Date: City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 2- after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner e51 c ' e/ vim,' ` /-c. 73/5 Project Address: Z-4 /2€// Contact Person: TQ c -e( Phone Number: .2.46 6 --ADZ — 7 / 'p Summary of Revision: re e„ /o L,.d ,Q F'e )) 5 r'e Pte,) re.e. e / - O/ew c( eie.4 e'-- O f Oke 7 le 7 rnessrl P % n i 5/1 P! 14) re ( c / (e_24 cm. 6 , I .6h9 /ee •L /e 4 d/1'1- ' P/4 P'e.�,'.5 4 7-, re �'l delr°.7� o, cp.(' oar 7 / , f ( r = o a m d - / l � j f a e�.s4 4.), a r� 4 -5 ( ^J re,ui5O �'et` /e�7 dP /e4 071 7�o fo raaryl Project Name: Sheet Number(s): 4 -1 A -L ,q -3 A- S "Cloud" or highlight all ar of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on (JO (4 "b lapplications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 • 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 Check/Permit Number: D) -/ z__ Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED ern, 'r ^'►M►IIA JUN 16 2008 PERMIT CENTER City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 14100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4151 0 Plan Check/Permit Number: DO — / `7 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Ej- Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Y V �5 ch e ( 4 // JSa 2C Project Address: 2 '/24 S c i t 0 e., 4 rh, Te ?Fag Contact Person: /Q et.. j dc/,' c L. Phone Number: eDL — e) Summary of Revision: e e_ l/..a.) , e- DY on c3 rga - , - /( lam. / /a/ f ro 0 0 4We . 4 Ge i'! /- Pic . ' 7 n /v ck roe ., /7-74 Sheet Number(s): T- l /4 -/ A -z /4- -3 4 - "Cloud" or highlight all aims of revision inc date of revision Received at the City of Tukwila Permit Center by: / Entered in Permits Plus on tG lapplicationsVorms- applications on linelrevision submittal Created: 8-13 -2004 • • 11A Qe Steven M. Mullet, Mayor Steve Lancaster, Director cir ROHM A MAY 15 2008 PERMIT CENTER • 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.citukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director ' 1`4.7s.d4. +l:% 9, :. tFS ,,, A-r1.. sn:n•d.r. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: i g Plan Check/Permit Number: D OF ❑ Response to Incomplete Letter # ©y Response to Correction Letter # 2— ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ate,. / /'P /t/ V4 19; ! 14 Y Project Address: 2 Sou Mc r'IA 1/ Ti /di Zak 9 ' Contact Person: Kp,, 14 S Phone Number: .20 4. 3t3 S 4 Summary of Revision: / / : 5p 13 aleAr"/ er / cgA• Sheet Number(s): 4 "Cloud" or highlight all areas of revision including date of revis n Received at the City of Tukwila Permit Center by: El'Entered in Permits Plus on 1 4 - 7 - 1applicatuns1tocros- applications on liaelrovis;on submittal RECENED a PERMIT CENTER • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax etc. Date: .0-WO Plan Check/Permit Number: - bOh — / ❑ Response to Incomplete Letter # Er Response to Correction Letter # j ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: e /4 L ce,,,, SpA ci? Project Address: 2 2 So 147 oe-,., le-r" Th / / Tu kw ; �� l Contact Person: i &z / ? 1 Phone Number: Summary of Revision: Sea n rrct ✓e P-W -- 1.4) 11 de , ls re/-L 7s — a d 1 'a e h 4 r'►; // t1 de-, 4 `4' Sheet Number(s): A " I "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: /A/ `Z Entered in Permits Plus on i% 2 • . v 1epp1icationz tbrms- spplcations on Inuilrovision submittal Steven M. Mullet, Mayor Steve Lancaster, Director Z Rearm. env o p-76;7; A MAR 2 8 2008 PEpM11 Ct:NTEh LoJ 9 /" .c S et re c alai b coo March 27, 2008 Allen Johannessen City of Tukwila Building Department Tukwila, WA S RE: CORRECTION LETTER #1 Development Application Number D08 -142 Westfield Vacant Space — 2426 Southcenter Mall Dear Allen, Below is the responses to your correction letter dated March 25, 2008. 2.. Please identify adjacent tenants, spaces, service corridors and mall corridors. a. The plans have been revised, see Sheet A -I. Architecture I Design I Planning I Retail 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. If you require any further information, please don't hesitate to phone me at (206) - 713 -4076. Regards, Keith L. Smith, AIA principal 1725 w e s t l a k e a v e n u e n o r t h 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. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 7/ 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 - L- ? ' Water closet, tank or valve, >1.6 GPF 8 4 - J L King County Department: of Natural Resources and Parks Wastewater Treatment Division 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 P int or Ty Property Street Address u r-w k ! V � '1 l City State ZIP• t /12'5 eW SV Owner's Name Subdivision Name Lot # Subdiv. # Building Name: Citf (if applica le ( ) �r Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 Block # col 0 v., k os • Units RCE Signature of Owner /Representative Print Name of Owner /Representative Pic r k c 1058 (Rev 9/07) White - Kina County Yellow - Local Sewer Aaencv Property Tax ID # 4x7 b L/2 `" U! IZ5 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? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facili y /Process: C. /' 2 t Estimated Wastewater Discharge: tf o Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) = 187 Total Residential Customer Equivalents: (add A & B) Id / RCE Date Pink - Sewer Custome• RCE RECEIVED CITY OF TUKWILA MAR 17 2000 PERMIT CENTER 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 1:he information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of c rr ed data fox determination of a revised capacity charge. 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, Elects 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 .. N R A R D S 0 SEPARATE PERMIT R EtRED ) REV 1S1O the scope aulanicalical .. • _ ` - _ _ - - : _ . a 1 • lu NO cha sha be n' hout Prior appr of rr>b•n9 J °rt work wit vision Tukwila Virg D V now ply submittal ev ises City of Tukwila 2856 sou and may;nc a dd,pnal P BUILDING DIVISION WA 981 88/- pTE: \ R w r ew1 J r--_____---/ N 7 7 PROJECT GENERAL NOTES _ PROJECT DATA -� PROJECT DIRECTORY --'-� - LA RD 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 GOVER 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTIN CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY ARCHITECT OF UNEXPECTED CONDITIONS. 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE S B, 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 Ofd 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 RO�MS, 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 O APPLICABLE JURISDICTION. I 13. PROVIDE ONE TYPE 5E- 2A -1OBC FIRE EXTINGUISHER PER 3,00 SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. 14. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHO OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NONRATE €. 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 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 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. IS TO BE SUBMITTED FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK ED NDER SEPARATE PERMITS. U S RM ITS. 24. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND CASEWORK. ADDRESS: 2856 SOUTHCENTER MALL TUKWILA, 2888 - -� -~ ---_. ' �$- / -�/ '\ , %��.. TYPE II -B UNPROTECTED NONCOMBUSTIBLE ` OCCUPANCY TYPE EXISTING/ NEW CONSTRUCTION TYPE: v OCCUPANCY Y G ' GROUP PRIMARY OCCUPANCY: M- MERCHANTILE INCIDENTAL OCCUPANCY: GROUP 51 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 CHAFER 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 2006 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ALL LOCAL ORDINANCES HAVING JURISDICTION / NUMBER OF EMPLOYEES NA ,/ OCCUPANCY SQ, FOOTAGE 2597 SQ. FT. S1 - STOCK 672 SF /300= 2 M - SALES 1925 SF /30 = 65 TOTAL OCCUPANT LOAD 67 PlarSE USE: MERCHANTILE- RETAIL r , . �� /`- �� i � J , ARCHITECT: 1 / MECHANICAL PLUMBING: EL �- ` � MALL MECHANICAL ELECTRICAL ENGINEERS: TENANT COORDINATION 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 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 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 VALVE. 9• TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL /TELEPHONE BASED ON THE FOLLOWING: 488 VOLT , THREE - PHASE, FOUR WIRE, 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOAT 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 -5 ENLARGED TOILET PLAN/ELEVATIONS ELECTRICAL E -1 ELECTRICAL POWER PLANS E -2 ELECTRICAL PANEL SCHEDULES E -3 ELECTRICAL SPECIFICATIONS MECHANICAL M -1 MECHANICAL PLANS M -2 MECHANICAL SCHEDULES M -3 MECHANICAL SPECIFICATIONS Pi PLUMBING "" Mar r� _P-1 ,.--- PLAN NOTES AND SCHEDULES pl'oV, �' p� S SHEET A-1.1 shall show sufficient illumination of 1 foot-candle at 13) , the walking surface leading to the exit discharge door rays Dil SITE PLAN -- PROJECT LOCA ION Space 160 r may SEPARATE SUBMITTALS MANAGEMENT 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 (206) 246 -0423 T \ - FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. NORDSTROM - s SCOPE OF WORK i -� -- 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 ELECTRICAULIGHTING SYSTEMS. ON SITE: NO WORK _ � - • I ' [ � _ X if " . - 5 j •I� , . a I <i d 0 �,: [' �' " - ii, " 4 .� n _ ' �; ..'F � ,, 1 II ._ ` = �t I �`� I( � �. � � :'r �� 77' ._: l��icr ■I�d - "t j -� 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 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) XT. 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.1.0. 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.1.0. 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 JTJJTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SYMBOLS BO "`S NORTH ARROW PROJECT NORTH ARROW \, / 2 TRUE NORTH , i._.- - - - - -I ITEM 5.1.0 MATERIALS REVISION CLOUD OR N.LC. --- DETAIL IDENTIFICATION - CUT LINE - DEFINES THE DETAILED ELEMENT -3 T� - ` �� C, A8.01,. ` - -SHEET WHERE D RAWN DOOR WALL SECTION - DETAIL IDENTIFICATION � ` CUT LINE - DEFINES THE 2 DETAILED ELEMENT WINDOW, \,A7 LOUVER _ SHEET WHERE DRAWN 14 BUILDING SECTION . - -- -- DETAIL IDENTIFICATION �" EQUIPMENT AND DELTA ; GYPSUM BOARD � INDICATOR -- MARK �. -- DOOR CODE - REFER TO SCHEDULE (' SLOPE • • .' CONCRETE 50' - 0" A.F.F. WORK CONTROL - ITEM S.O.I.0 EARTH GRAVEL CMU OR BRICK PLYWOOD RIGID INSULATION BATT INSULATION ° !'1t OR S.I.C. SC ii - - ii DOWN OR DATUM POINT SLOPE DIRECTION f //� WITH DATUM MARK NEW CONSTRUCTION - SHOWN SOLID RECITE OR \ 1/8" MARK - N/INDOW NUMBER - REFER TO SCHEDULE MARK EQUIPMENT PER FOOT MI SPRINKLER MAIN RN e WOOD MEMBER EXISTING -- PROPERTY LINE - SHOWN CONSTRUCTION TO REMAIN LIGHT BACKGROUND WOOD BLOCKING A3.01 . -J -- SHEET WHERE DRAWN - "\'' \ EXTERIOR ELEVATION LEVATION /� - DETAIL IDENTIFICATION ROOM 4 8 ROOM NUMBER - REFER TO SCHEDULE MARK x - ROOM NAME A w r� 1 s o ® - FENCE ... x x 4 x x x x x fro FINISHED WOOD ACOUSTICAL TILE M2 STEEL EXISTING CONSTRUCTION TO BE ALUMINUM _ , SHE WHERE DRAWN 100 ,A3.0_ _ �.• _.. ROOM NUMBER BREAKLINE DASHED \_ REMOVED - SHOWN INTERIOR ELEVATION -- DETAIL IDENTIFICATION - - / ^ ) 2 / COLUMN GRIDS WALL TYPE MARK �J E.I.F.S. I - SOUND INSULATION / FIRE EXTINGUISHER 5 r 45.03 6/ / - - SHEET WHERE DRAWN 7 R W X i - WALL TYPE (. ^) FE X NOTE v � e: 2856 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 FILE COPY A rmit Na., 0b ew approval Is slubject to arms and omissio8. n I of does ►i . n of = :;, and City of Tukwila BUILDING DIVISION Consultant Registration - REV IEWED FOR E CODE CAMP APP ROVE D t I BUILDING DM DL Issues and Revisions No. Date code or 31- o L I �ilii�li��1i� •�� " Project Number 02006088.00 Scale AS NOTED Template 4.3 (120101) T -1 6294 REGISTERED ARCHITECT El STATE OF WASHINGTON 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 05.29.08 ISSUE KLS Project Name WESTFIELD SOUTHCENTER MALL Description GENERAL INFORMATION Computer File C W05- 2008 - T1. D WG e ., ........ a iu- J . L I F� PERMIT CENTER 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. CD +_P - � 1 I I NEW ELECTRICAL FANEL AND PHNE BY LL G.C. 5 -0" I I —H SE COFIRIDOR I11 0 I �1 23'— 2„ 5 -0" 4' -9 r - T — STOCKROOM FIXTURF PLAN SCALE: 3/16' -1' -0' NEW RESTROOM FIXTURES BY LL G.C. 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Ti///////////////////////////// / / / /.' / / / / / / / / / / / / / / / / / / / / / / /// K / / / / / / / /// •//////////////////////////////// T-//////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// //////////////////////////////////////////// i//////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// V/i / /�/..:_/iii /�17./1L/' Z/ Iii /1i / /L/ /��/ L / •<�1!L /1L/ 117./_/ i/// 11L/1 _L///L//////7//Z///117/1%// / .//' L — — L L ---7 L - - L - - r - - -7 7 -- --1 T -H L — — J 2 H H -'- H L _ ADJACENT TENANT I -2012 I I 1 I I I I I I L___ I I I I I I I I I —I— _J L_.._J SALES AREA tn P -5 0" 69' -04" ADJACEM TENANT ICI F- — H F 7 I I -- — — _L — — — — J H I I I I H II 1 I 11 I I L .._. -III I I L------ --- - -7 I 7 __ T - - -- L 27' -3" 7/7 /// cc N cn REVISION NO, boW 1'i RECEIVED JUL 1120 PERMIT CENTER 1'; 2426 Southcenter Mall Tukwila, WA 98188 smith 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 1 02.08.08 2 03.26.08 3 04.07.08 4 04.21.08 5 05.30.08 6 06.01.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018,00 Description FIXTURE PLAN Computer File CW05- 2008 — A1-1,DWG Scale AS NOTED Issues Template 4, (120101) A -1. 6294 PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS ISSUE EGRESS Architect Registration REGISTERED ARCHITECT tigoa 10 A-StMiet I KEITH L SMITH STATE OF WASHINGTON 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. 11c. KLS KLS KLS KLS KLS KLS E - EXISTING HXTURE REFLECTED CEILING LEGEND R - RELOCATED FIXTURE N - NEW FIXTURE ma" LIGHT TRACK WITH HEADS x A/C SUPPLY GRILLE ® EXIT SIGN - CEILING MOUNTED 9..P EMERGENCY LIGHT - CEILING MOUNTED / RETURN AIR GRILLE 2 X 4 FIXTURE PRISPATIC ,d EXHAUST FAN / LIGHT COMBO 2 X 2 FIXTURE PARABOLIC Immmmmm4 4' STRIP LIGHT 0 RECESSED DOWN LIGHT MECHANICAL CONTRACTOR'S NOTE 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 LOCA11ON 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. 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. ■■■ ■E■ IEEE.. ■ ■ ■ ■ ■E_ EMPANDIV PlIPAMMEM ■■E■■■ IEEE.. ■■■■■■ ■■■ ■.. ■■■■■■ ■ ■ ■ ■ ■■ imararm ■d ■■ ■■ ■E■■ ■■■■■■ ■ ■E■■■ ■■■■■■ ■■ ■■■■ ■ ■. E■■ + 14' -0" AFF =IBM ■ ■-1.■ ■■M.■ ■ ■■�E� ■.III��■ ■EE■ ••■•• ■■ME■ ■ ■ —.. ■IEEE■ ■■■■■■ ■■■..■ ■ ■..... ■ ■ ■ ■ ■■ ■IEEE■ ■■■■.. ■IEEE■ ■ ■■WET OUNIMECA + 13 -6" AFF \' 23 -2 NEI GYP. BD CEILING BY LL� .C. AT � A.F.F. PAINTED + 14' -0" AFF NEW EXIT LICHT BY LLG.C. SEE ELECTRICAL PLANS. IN SEISMIC ZONES: COMPRESSION POST 2 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 2 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) #12 WIRES SECURED AT 12' -0' O.C. MAX. AND 6' MAX. FROM WALLS AND SPLAYED 90° 2 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 STRUT SIZE 3/4' DIA. RIGID METAL CONDUIT 1' DIA, RIGID METAL CONDUIT CEILING BRACING T —BAR) MAI RUNNER SELF - TAPPIN 1 -5/8' DRY WALL SCREWS 2 24' O.C. `, PERIMETER WIRE BACK TO BACK 2 -1/2'x 20 GA, METAL STUD SCREWED TOGETHER @ 24' D.C. 7 WALL ANGL TYPICAL 3 -TURNS MIN, AT WIRES, TYPICAL 1o' —o' SINGLE 2 -1/2' x 20 GA. METAL STUD (MIN. 0.18 IN.)11' -6' 15' -0' 3/4' // I� MIN, / WALL .7 ANGLE NOT TO SCALE 2' MIN. MAX. LENGTH B' -6' NEW DOOR BUZZER ABOVE STOCK CEIUNG TILES BY G.C. 30 -0 REFLECTEDILING SCALE: 3/16' - 1' -0' ■ ■ ■■■■ ■■ ■ ■ ■■ ■E■■■■ ■■■■■■ ■ ■ ■ ■ ■■ ■IEEE■ • Cu .er I /4' 0'r 12' -0' MAXIMUM 4' -0' MINIMUM I T PLAN CEILING BRACING IN SEISMIC ZONES: COMPRESSION STRUTS EAC 122-0' AY.. 3/8' MINIMUM CLEAR CROSS RUNNER OR MAIN, TYPICAL, NOTE TIE TO A RUNNERS, CO CROSS SECTION SUSPENDED CEILING FINISH FLOOR NOT TO SCALE ■■1M■■ ■ ■ ■■■ ■■■■.■ ■ ■ •■■■• 17-7" 30' -0 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 2 OPPOSITE CORNERS, FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE, ONE 2 EACH END,TYP LIGHT FIXTURE NOTE: LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT EA. END SUSPENDED CLG. @ LIGHT NOT TEl SCALE /1 27" -3 0 0 + 1(Y-0" AFF I 0 0 A NEW RECESSED DOWN LIGH1 SEE ELECTRICAL PLANS. VERIFY EXISTING EXIT LIGHT SEE ELECTRICAL PLANS. D RV IONEO FOR CODE COMPLUNC APPRO All_ 2.8 0% Cit pf Tukwila BUILDING .DIVISOR RECEIVE ID JUL 1 12OD8 PERMIT CENTE- 2426 Southcenter Mall Tukwila, WA 98188 smith 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 1 02.08.08 2 03.26.08 3 04.07.08 4 04.21.08 5 05.30.08 6 06.01.08 Issues Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description FLOOR PLAN Computer File CW05- 2008— A3,DWG Scale AS NOTED Template 4_3 (120101) A -3 6294 Architect Registration REGISTERED ARCHITECT KEITH L SMITH STATE OF WASHINGTON PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS ISSUE EGRESS 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. KLS KLS KLS KLS KLS KLS 5 -0 N REAR EXIT DOOR B G.C. NEW RESTROOM P6 NEW DEMISING 7 NEW STOR LLG.C. ONT BY SEPARATE PERMIT REQUIRED FOR: l Mechanical iElectrical 1irjPtumbing al Gas Piping City of Tukwila BUILDING. DIVISION WALL PARTITION 2X4 SUSPENDED CEILING OR GWB STOCK ROOM SIDE SEE FINISH NOTES FOR FLOOR FINISH CORRIDOR SIDE SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. WALL PARTITION 3 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON ONE SIDE. - 2X4 SUSPENDED I I - /CEILING OR GWB 6" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM � _L _ __ BOARD. k' WALL U465 PARTITION UL NO. ATTACH TO STRUCTURE ABOVE SALES SIDE 2X4 SUSPENDED CEILING OR GWB NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. 5/8" 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. SEE FINISH NOTES FOR FLOOR FINISH — ATTACH TO STRUCTURE ABOVE STOCK ROOM SIDE SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN ASTENERS MIN. .145 AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH S 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 STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. P2 ; WALL PARTITION SEE FINISH NOTES FOR FLOOR FINISH co TENANT SIDE - -F7 NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. PE WA UL NO . U465 PARTITION STOCK ROOM SIDE 2X4 SUSPENDED CEILING OR GWB FLOOD PLA SCALE: 3/16' I - T-0' 3 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD TO 6" ABOVE FINISHED CEILING.. SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. 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. SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH SIDES r GWB BY LL CORRIDOR SIDE SEE FINISH NOTES FOR FLOOR FINISH 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 I# NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. F .5 ttl9 WALL PARTITION 6" SLOTTTED TRACK (SLP -IRK OR EQ.) ATTACH TO STRUCTURE ABOVE — 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 NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. 6" SLOTTTED TRACK (5LP -TRK OR EQ.) ATTACH TO STRUCTURE ABOVE HOLD GWB DOWN FOR VENTILATION RETURN 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 F' 7 HOUR WALL PARTITION UL NO. U NO. 0 ROOM NAME FRONT ENTRY STOCK ROOM RESTROOM REAR EXIT DOOR NOTES ADJACENT TENANT l 21712 I DOOR SCHEDULE DOOR SIZE '-0" X 7' -0" ' -0" X 8' -0" 3' -0" X 3' -0" X 7' -0" 20 MIN. RATED DOOR HARDWARE PANIC BAR HARDWARE WITH ALARM AND CLOSER DOOR MATERIAL ALUM /GLASS METAL METAL METAL ENTRY PUSH /PULL HARDWAREE W/ LOCKSET, CLOSER 3U' -0 ADJACENT TENANT DOOR FINISH GLASS P -2 C -2) PRIVACY LEVER HARDWARE (BRUSHED CHROME) NEW LOCK. KICK PLATES ON BOTH SIDES. FRAME MATERIAL ALUM. METAL METAL METAL 1. NEW DOOR SUPPLIED, INSTALLED AND FINISHED BY LLG.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 IBC 2006 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 DC -DSTHO "HOLD OPEN ARM" 8. LLG.C. TO INSTALL A WIDE ANGEL PEEP HOLE. 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 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 KNOWLEDGE OR EFFORT. 3. INTERIOR WALL AND CEILING FINISH MATERIALS IN MERCANTILE OCCUPANCIES SHALL BE CLASS A OR CLASS B 4. T.G.C. SHALL PROVIDE SUFFICIENT NUMBER OF 2A1OBC FIRE EXTINGUISHERS SO THAT A FIRE EXTINGUISHER CAN BE REACHED WITHIN 75 FEET OF NORMAL TRAVEL FROM ANY POINT IN THE BUILDING. PLEASE TAKE INTO CONSIDERATION THAT ARE EXTINGUISHERS SHOULD BE LOCATED NEAR EXITS. MOUNTING HEIGHT SHALL BE 4 FLEE A.F.F. MAXIMUM. SEE RESPONSABILITY SCHEDULE ON T1. FRAME FINISH ANOD. ALUM. P-2 CP -2) HARDWARE GROUP NOTES 4, 5, 6 1, 2, 5, 6, 1,2,5, 3 , 4, 5, 6, 9 FINISH LEGEND NO. P -1 P -2 P -3 P -4 P -5 P -6 P -7 P -8 P -9 F--1 F -2 F -3 F -4 F -5 F -6 F -7 F -8 F-9 F -10 F -11 G -1 G -2 G -3 G -4 B -1 B-2 CL -1 CL -2 WC -1 PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT MARBLE 11LE CARPET MARBLE TILE CARPET QURTZ TILE CARPET QURTZ TILE CARPET CONCRETE MALL TILE VCT GROUT GROUT GROUT GROUT MATERIAL 6" TILE BASE 4" RUBBER BASE GYP. BD. CEILING SUSPENDED ACT FRP PANELS 27 -Y MANUFACTURER DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS DAL TILE INTERFACE FLOR DAL TILE INTERFACE FLOR DAL TILE INTERFACE FLOR DAL TILE INTERFACE FLOR EXISTING BY MALL MOHAWK POLYBLEND POLYBLEND POLYBLEND POLYBLEND DAL TILE ROPPE NEW NEW STRUCTOGLAS MALL. CO NON 1 SEE RESPONSABILffY SCHEDULE ON Ti. SPECIFICATIONS DE6389 FALLEN ROCK DEC765 BONE DEC740 SANDCASTLE DEA112 EXUBERANT ORANGE DEC794 SAUNA SPRINGS DEC5522 PALM FROND DEC791 CLOUD DE6042 BEAR IN MIND DEW383 COOL DECEMBER M417 EMPERADOR LIGHT 18X18 VENNER 5036 POPLAR 19.69X19.69 M417 EMPERADOR DARK 18X18 1ST AVENUE 8144 TAUPE 19.69X19.69 NQ -13 BLACK SUEDE 24X24 FLATIRON 2ND AVENUE 8161 WOOSTER 19.69X19.69 NQ -50 CULTURED PEARLS 24X24 CLEAN AND SEAL CONFIRM WITH MALL CH17 ANTIQUE WHITE 12X12 #95 SABLE BROWN #386 OYSTER GRAY #60 CHARCOAL #11 SNOW WHITE MATCH WITH ADJACENT TILE, SEE FINISHES ABOVE PAINTED GYP. BD. P -9 PAINTED P -9 INTERIOR FINISH MATERIALS SHALL BE CLASS A OR CLASS B PER NEPA 101, 24 -3.3, 1997 EDITION. . ALE Copy Permit Ned play review approval Is subject to errors end omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt 0' approved Field Copy and conditions is a trio ednjad: By Date: 7 URBANSCAPES COLLECTION NEW URBAN SEAL 8238 19.69X19.69 MATCH ADJACENT CARPET, CONFIRM WITH ARCHITECT WHITE (TO 48" A.F.F. WITH TRIMS, NO EXPOSED FASTENERS.) City of Tukwila BUILDING Di ISIO REVISIONS No changes shall made to th at c of work without prior app Tukwila Building Division. submittal - : will require a new plan ' a1 plan re'! °vJ fees. 2426 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 2 03.26.08 3 04.07.08 4 04.21.08 5 05.30.08 RECEIVED crry of TUKWILA RENEW COOS ComP1 q RR . � APPRO JUN 19 Issues 6294 8 PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS ISSUE Architect Registration By Check KLS KLS KLS KLS KLS Project Name Project Number 02008018.00 Description FLOOR PLA N Scale Template WESTFIELD SOUTHCENTER MALL Computer File CW05- 2008- -A1,DWG AS NOTED 5 (1'20101) 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 SCALE: N.T.S. — CONCRETE E-- CARFET � Vmmmummpu CARPET TO STOCK FL. TRANSITION 6 FINISH PLAN KALE 3/16' =1 -Q — TIL E THRESHOI D - 1 tilALL FINIS ENTRANCE FL. TRANSITION SCALE: N.T.S. CARPET TILE SALES FLOOR FL. TRANSITION SCALE: N.T.S. NTERI( k cow. ;LAR 0 SCALE: N.T.S. ARPE STOCKROOM TO EXIT FL. TRANSITION E- XTERIOR - CONC. `3LAB THRESHOLD I'I CONTRACTOR'S NOTE WRII ILN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITONS 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 NOI1NG THAT A FLOOR CAN BECOME SLIPPERY 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. AF TER INSTALLATION NOTES AM11C0 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. 2426 Southcenter Mall Tukwila, WA 98188 smith cc 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 —REVIEWED FOR B CODE CDMP � APPROVED JUN I. 9 2008 City Of Tukwila BUILDING DIVI Consultant Registration Issues and Revisions No. Date 1 02.08.08 2 03.26.08 3 04.07.08 4 04.21.08 5 05.30.08 Issues Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018,00 Description FLOOR PLAN Computer File CW05- 2008— A2,DWG Scale AS NOTED Template - (I i I l (d ) 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 -2 6294 PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS ISSUE Architect Registration RECEIVED CITY OF TUK WILA PERMIT CENTER By Check KLS KLS KLS KLS KLS E - EXISTING FIXTURE REFLECTED CEILING LEGEND R - RELOCATED FIXTURE N - NEW FIXTURE rrunicu 'r X A/C SUPPLY GRILLE ® EXIT SIGN — CEILING MOUNTED —z-z— LIGHT TRACK WITH HEADS + 14' AFF i■P EMERGENCY LIGHT — CEILING MOUNTED / RETURN AIR GRILLE g' -p" AFF 2 X 4 FIXTURE PRISPATIC # EXHAUST FAN / LIGHT COMBO ■ 2 X 2 FIXTURE PARABOLIC 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 DO NOT SCALE DRAWINGS. CONTRA ?, �:m M. SCALED DIMENSIONS. y VI 1. 1 I E „ a Tl . ;N v r I. 14 . , �� -,; , - V; 1 0 . . .e �� ENSIGNS BEFORE SUBMITTING BIDS. •h � :RK, TO TENANT REPRESENTATIVE. NOT BE ALLOWED FOR JOB OR CODE REPORT ANY DISCREPANCIES OF AN N � � : ;� REPORT DISCREPANCIES DURING BID r '; � i Al f S COMPLIANCE CONDITIONS AFTER COM $A3 .: 4 OINMNJ CTIOR(P. NEW DOOR BUZZER ABOVE STOCK CLUNG TILES BY G.C. Or. BD CEILING BY �\ C. AT 8D" A.F.F. JU — • Er% A l n VIA BOTTOM OF STRUCTURE ABOVE. 45 (1) VERTICAL CEILING BRACING DETAIL SCALE. NTS STEEL WIRES (4) DIAGONAL N RUNNER 0 SCALE: NTS CROSS TEE MAIN RUNNER WIRING BRACING DETAIL SU-0 Y2 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 V HOLE FOR )" 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 3. FIRST BRACING POINT WITHIN 4' -0" OF EACH WALL. 4. BRACE POINT ON MAIN RUNNER NOT TO EXCEED 2" DISTANCE FROM CROSS RUNNER. —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 \ SCALE: NTS STALLATION DETAIL uGHTI S VTFY LIGHT SEE A NS. CONNEC 12 NO. 12 GA. I-IX IURE Ni 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. REVIEWED FOR C COIF ® fa r APPROVED JUN 1 9 2008 City Of Tukwila BUILDING DIVISION i 2426 Southcenter Mall Tukwila, WA 98188 smith cc 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 04.21.08 5 05.30.08 Issues Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description FLOOR PLAN Computer File CW05- 2008— A3,DWG Scale AS NOTED Template 'I '- (I I ! 1 ! 11) REGISTERED ARCHITECT . . ,' KEI • I STATE OF WASHINGTON 6294 PERMIT BLDG. COMNENTS PERMIT CORR. OWNER REVISIONS ISSUE Architect Registration RECEIVED CITY OF T UKWILA JUN 16 PERMIT CENTER 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. IIc. A -3 KLS KLS KLS KLS KLS rrunicu 'r + 14' AFF + 14' -0" AFF g' -p" AFF \ \ ■■. ■■■ 1 NEW RECESSED DOWN • 1 SEE ELECTRICAL PLAN •■■■■• ■■ ■ ■ ■■ NEV EXIT UCHT SEE ELECTRICA L.L.G.C. ® 111111111•111. II.II•.■ 11111111•1111111 ® ■E ■•NIMI.■ / PLANS. ■E ■ ■1111••• ■■11•111•• • O ' • H mu. =no �\ `. IRENE ®EEMEM ■■1• ■■ • + 13 -6" AFF _ O ELECTRICAL PI 0 \\, O I I O I ■01■•■■ T ■ ■��•■ _� ■■M 11 OIN MERE I I ■ ■ ■ ■ ■• •••••• )-_ / ■ ■ ■ ■ ■■ _ iili ii I / \ ' \ / ' �4 I / .R 0 0 0 0 I— O 0 i I o � � 0 0 0 \ — 0 > l I I ED I ' -0 A + 10' -0" AFF H + 10' -0" AFF _ 411 FLF REFLECTED II G AN SCALE 3/16' -1'-0' 0 NEW DOOR BUZZER ABOVE STOCK CLUNG TILES BY G.C. Or. BD CEILING BY �\ C. AT 8D" A.F.F. JU — • Er% A l n VIA BOTTOM OF STRUCTURE ABOVE. 45 (1) VERTICAL CEILING BRACING DETAIL SCALE. NTS STEEL WIRES (4) DIAGONAL N RUNNER 0 SCALE: NTS CROSS TEE MAIN RUNNER WIRING BRACING DETAIL SU-0 Y2 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 V HOLE FOR )" 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 3. FIRST BRACING POINT WITHIN 4' -0" OF EACH WALL. 4. BRACE POINT ON MAIN RUNNER NOT TO EXCEED 2" DISTANCE FROM CROSS RUNNER. —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 \ SCALE: NTS STALLATION DETAIL uGHTI S VTFY LIGHT SEE A NS. CONNEC 12 NO. 12 GA. I-IX IURE Ni 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. REVIEWED FOR C COIF ® fa r APPROVED JUN 1 9 2008 City Of Tukwila BUILDING DIVISION i 2426 Southcenter Mall Tukwila, WA 98188 smith cc 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 04.21.08 5 05.30.08 Issues Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description FLOOR PLAN Computer File CW05- 2008— A3,DWG Scale AS NOTED Template 'I '- (I I ! 1 ! 11) REGISTERED ARCHITECT . . ,' KEI • I STATE OF WASHINGTON 6294 PERMIT BLDG. COMNENTS PERMIT CORR. OWNER REVISIONS ISSUE Architect Registration RECEIVED CITY OF T UKWILA JUN 16 PERMIT CENTER 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. IIc. A -3 KLS KLS KLS KLS KLS RESTROOM PLANS AND DETAILS V) GALL 1 7 1 -4 „ H.C. RESTROOM PLAN U RESTROOM NOTES 3' -6" 4' -8" 3' -4" l!� 0 7 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. CQ I co N) N) I 31 ♦ GWB (PAINTED ) ON 1 /2" PLY -WD SHEATHING ON THIS WALL ONLY 3' -0" L 1' -6" ALL 1 /_'" = I - U„ WAINSCOAT GRAB BAR H.C. RESTROOM ELEV. SOAP DISP. 'SC, ALE - , TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. WAINSCOAT COVED SANITARY BASE 30" X 36" MIRROR LEVER CONTROLS z 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 ,POOR. CENTER SYMBOL ON DOOR, 60 ABOVE FINISHED FLOOR. Igh (UNISEX REST ROOM) TOILET SIGNAGE v o o UNISEX 3' = ,• -o GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS SEE 'ACCESSIBILITY 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 x 0 TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES WAINSCOAT RESTROOM ACCESSORIES SCHEDULE MARK COVED SANITARY 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 . c( Al E 1 - I' GWB (PAINTED) TOILET PAPER DISP. H.C. RESTROOM ELEV. J FURN /INST. 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. 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 GWB (PAINTED) FINISH WHITE /CHROME WHITE STAINLESS STEEL TEXTURED GRIP PLASTIC ACRYLIC PLASTIC ACRYLIC STAINLESS STEEL FRAME PLASTIC CLEAR ACRYLIC BLACK WITH WHITE LETTERING WHITE rTh H.C. RESTROOM ELEV. SCALE I /2" - I , -0 ,. 2426 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 - REVIEWED FOR CODE �E COMPLIANCE APPROVED JUN 1 9 2008 City Of Tuk BUI SLQN Consultant Registration HAN ACC LEVE AT Issues and Revisions No. Date 1 02.08.08 2 03.26.08 3 04.07.08 4 04.21.08 5 05.30.08 Issues Project Number 02006088.00 Scale AS NOTED Template -1 (I ..1 l ;11 ) A -5 6294 PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS ISSUE Computer File CW05- 2008--- A5.DWG Architect Registration RECEIVED CITY OF TUKWILA JUN 1 6 2008 PFRMlT CENTER Project Name WESTFIELD SOUTHCENTER MALL Description ENLARGED TOILET PLAN 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. 11c. KLS KLS KLS KLS KLS d Co GWB (PAINTED) LEVER CONTROLS 5 L cv Il- . RESTROOM PLANS AND DETAILS V) GALL 1 7 1 -4 „ H.C. RESTROOM PLAN U RESTROOM NOTES 3' -6" 4' -8" 3' -4" l!� 0 7 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. CQ I co N) N) I 31 ♦ GWB (PAINTED ) ON 1 /2" PLY -WD SHEATHING ON THIS WALL ONLY 3' -0" L 1' -6" ALL 1 /_'" = I - U„ WAINSCOAT GRAB BAR H.C. RESTROOM ELEV. SOAP DISP. 'SC, ALE - , TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. WAINSCOAT COVED SANITARY BASE 30" X 36" MIRROR LEVER CONTROLS z 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 ,POOR. CENTER SYMBOL ON DOOR, 60 ABOVE FINISHED FLOOR. Igh (UNISEX REST ROOM) TOILET SIGNAGE v o o UNISEX 3' = ,• -o GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS SEE 'ACCESSIBILITY 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 x 0 TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES WAINSCOAT RESTROOM ACCESSORIES SCHEDULE MARK COVED SANITARY 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 . c( Al E 1 - I' GWB (PAINTED) TOILET PAPER DISP. H.C. RESTROOM ELEV. J FURN /INST. 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. 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 GWB (PAINTED) FINISH WHITE /CHROME WHITE STAINLESS STEEL TEXTURED GRIP PLASTIC ACRYLIC PLASTIC ACRYLIC STAINLESS STEEL FRAME PLASTIC CLEAR ACRYLIC BLACK WITH WHITE LETTERING WHITE rTh H.C. RESTROOM ELEV. SCALE I /2" - I , -0 ,. 2426 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 - REVIEWED FOR CODE �E COMPLIANCE APPROVED JUN 1 9 2008 City Of Tuk BUI SLQN Consultant Registration HAN ACC LEVE AT Issues and Revisions No. Date 1 02.08.08 2 03.26.08 3 04.07.08 4 04.21.08 5 05.30.08 Issues Project Number 02006088.00 Scale AS NOTED Template -1 (I ..1 l ;11 ) A -5 6294 PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS ISSUE Computer File CW05- 2008--- A5.DWG Architect Registration RECEIVED CITY OF TUKWILA JUN 1 6 2008 PFRMlT CENTER Project Name WESTFIELD SOUTHCENTER MALL Description ENLARGED TOILET PLAN 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. 11c. KLS KLS KLS KLS KLS W S D SOU C N R MA . I MPROV _ NAN M N N c R�'IS }ONS 2426 SOU C of Wor shell be made to the scope withottt prior approval of Tukwila N R MALL NOTE. R a maY incicdP :::;:tre ng Div►slon d e wq a new plan submittal PROJECT GENERAL NOTES PROJECT DATA PROJECT DIRECTORY LANDLORD NOTES one DRAWING INDE 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 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 GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTOR SHALL OBTAIN ALL NECESS ARY 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: 2426 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 4311 SQ. FT. OCCUPANT LOAD = 144 TOTAL SQ. FEET 4311 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 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. g 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 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 Per M -3 MECHANICAL SPECIFICATIONS P1�" review PLUMBING Approval of p_1 PLUMBING PLAN NOTES AND SCHEDULES thy? violation O approved By ,,.� Date: SITE PLAN VICINITY MAP PROJECT LOCATION r macys .. SEPARATE SUBMITTALS , Space 2005 menryin T' FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. 1. NORDSTROM COPE OF WORK SCOPE S 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 I 1 a - r z ' ' II i fi e �Q �� A m=a " - I . - A ~ a r _ a "�' '� p'KI_I r Warm + :l' �'�- __ s. ` ; _■p•' \ �- �+� ■I r - SCALE: N.T.S. FORADDITIONALABBREVIATIONS ARCHITECTURAL SEE OTHER DESIGN DISCIPLINES ABBREVIATIONS 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 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.D. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT CB CATCH BASIN BY OWNER M.I.P. METAL INSULATfED PANEL REQ'D. REQUIRED WD. WOOD C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WOW. 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 G.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.D.P. TOP OF PARAPET SYMBOLS NORTH ARROW I-- - - - -I PROJECT NORTH I 1 ITEM S.IA r MATERIALS REVISION CLOUD OR N.I.C. DETAIL DETAIL IDENTIFICATION CUT LINE - DEFINES THE ARROW �� J � AND DELTA DETAILED ELEMENT 3 © ~ ;' GYPSUM BOARD A8.01 , SHEET WHERE DRAWN DOOR WALL SECTION DETAIL IDENTIFICATION 2580A CUT LINE - DEFINES THE DETAILED ELEMENT WINDOW, A7.01 LOUVER � SHEET WHERE DRAWN BUILDING SECTION IDENTIFICATION 6 E QUIPMENT A 3.01 SHEET WHERE DRAWN 0 EXTERIOR ELEVATION DETAIL IDENTIFICATION ROOM 8 ROOM TRUE NORTH I. t :• 41 CONCRETE INDICATOR MARK 50' -0" A.F.F. WORK, CONTROL ITEM S.O.I.0 OR S.I.C. a EARTH ; GRAVEL v A CMU OR BRICK M PLYWOOD RIGID INSULATION OR DATUM POINT DOOR CODE - REFER TO SCHEDULE SLOPE DOWN SLOPE DIRECTION WITH DATUM MARK NEW CONSTRUCTION - SHOWN SOLID RECITE OR 1/8" PER FOOT MARK WINDOW SPRINKLER MAIN NUMBER - REFER iiiind BATT INSULATION / CONSTRUCTION TO REMAIN LIGHT BACKGROUND TO SCHEDULE MARK EXISTING PROPERTY LINE - SHOWN I> WOOD MEMBER WOOD BLOCKING �� EQUIPMENT NU MBER - REFER TO SCHEDULE FENCE J 0 FINISHED WOOD 111111111k ACOUSTICAL TILE :./ ././ STEEL x x x x x x x -x- MARK - ROOM NAME EXISTING CONSTRUCTION TO BE V: , ALUMINUM 100 ROOM NUMBER BREAKLINE REMOVED -SHOWN DASHED A3.02 SHEET WHERE DRAWN INTERIOR ELEVATION DETAIL IDENTIFICATION = E.I.F.S. COLUMN GRIDS WALL TYPE MARK - INSULATION FIRE EXTINGUISHER . 503 6� WALL TYPE 0 FE SHEET WHERE DRAWN 7 X; NOTE 2426 Southcenter Mall Tukwila, WA 98188 smith ci. 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/ tp prove! is subject to errors and omissions. A nstruction documents does not motorize f any adopted code or ordinance. Receipt fi eld Copy and conditions is wedged: City of Tukwila IJILDING DIVISION Consultant Registration Issues and Revisions No. Date 6294 Issues By Check Architect Registration 1 02.08.08 PERMIT KLS 2 03.26.08 BLDG. COMMENTS KLS 3 04.07.08 PERMIT CORR. KLS 4 04.21.08 OWNER REVISIONS KLS Project Name Project Number 02006088.00 Scale AS NOTED Template 4.3 (120101) 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. 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. 11c. T -1 3 5/8" 20 GAGE METAL STUDS AT 16" D.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON ONE SIDE. CORRIDOR SIDE SEE FINISH NOTES FOR FLOOR FINISH - ATTACH TO STRUCTURE ABOVE 2X4 SUSPENDED CEILING OR GWB NOTE ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. STOCK ROOM SIDE 6" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD. SECURE BOTTON TRACK TO CONCRLIL SLAB USING POWER DRIVEN ASTENERS MIN. .145 AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH IS SEE FINISH NOTES FOR FLOOR FINISH TENANT SIDE NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. 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. SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18 O.C. PAINTABLE FIRESTOP SEALANT BOTH SIDES WALL PARTITION 2X4 SUSPENDED CEILING OR GWB SEE FINISH NOTES FOR FLOOR FINISH STOCK ROOM SIDE ATTACH TO STRUCTURE ABOVE SALES SIDE 2X4 SUSPENDED /CEILING OR GWB 3 5/8" 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. SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL SILLL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. FLOO PLA SCALE= 3/16' -1' -0' 2426 Southcenter Mall Tukwila, WA 98188 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 Issues and Revisions No. Date 1 02.08.08 2 03.26.08 3 04.07.08 4 04.21.08 Project Number 02008018,00 Description FLOOR PLA N Scale AS NOTED Template 4.3 (120101) Computer File CWO5- 2008— A1.DWG Architect Registration Issues By Check PERMIT KLS BLDG. COMMENTS KLS PERMIT CORR. KLS OWNER REVISIONS KLS RECEIVED CITY OF TUKWILA MAY 15 ZUU8 PSRMIT CEN 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 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. NEW REAR EXIT DOOR NEW ELECTRICAL PANEL AND PHNE BOARD BY LL G.C. NEW RESTROOM FIXTURES BY LL G.C. NEI 4 , NEW STOR LLG.C. <>WALL PARTITION P5 WALL U465 PARTITION UL NO. 23' -2" SEE FINISH NOTES FOR FLOOR FINISH 3 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON ONE SIDE. RESTROOM SIDE STOCK ROOM SIDE NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. 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 CEILING.. SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. P2 WALL PARTITION P6 WALL U465 PARTITION UL NO r GWB BY CORRIDOR SIDE SEE FINISH NOTES FOR FLOOR FINISH 6 SLOIIILD TRACK (SLP -TRK OR EQ.) ATTACH TO STRUCTURE ABOVE NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. 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" D.C. PAINTABLE F1RESTOP SEALANT BOTH SIDES OtryR 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 NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. 6" SLOTTTED TRACK (SLP -IRK OR EQ.) ATTACH TO STRUCTURE ABOVE HOLD GWB DOWN FOR VENTILATION RETURN 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 FlRESTOP SEALANT BOTH SIDES IJL H OU NO. U465 R WALL PARTITION DOOR SCHEDULE SEE RESPONSABILITY SCHEDULE ON Ti. NO. CD O ROOM NAM E FRONT ENTRY STOCK ROOM RESTROOM REAR EXIT DOOR SIZE 6' -0" X 7' -0" 3' -O" X 8' -0" 3' -0" X 6' -8" 3' -0" X 7' -0" 20 MIN. RATED DOOR MATERIAL ALUM /GLASS METAL METAL METAL DOOR FINISH GLASS [p-) CP -2) FRAME MATERIAL ALUM. METAL METAL METAL FRAME FINISH ANOD. ALUM. P-2 (P -2) HARDWARE GROUP NOTES 4,5,6 1, 2, 5, 6, 1, 2, 5, 6, 3, 4, 5, 6, 9 DOOR HARDWARE ENTRY PUSH /PULL HARDWAREE W/ LOCKSET, CLOSER PRIVACY LEVER HARDWARE (BRUSHED CHROME) NEW LOCK. KICK PLATES ON BOTH SIDES. PANIC BAR HARDWARE WITH ALARM AND CLOSER DOOR NOTES 1. NEW DOOR SUPPLIED, INSTALLED AND FINISHED BY LLG.C. 2. ALL NEW DOOR OPENINGS ARE NONBEARING OR NON -SHEAR WALLS. 3. SERVICE DOOR BUZZER WITH BULLtR 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 44 2 COG SAFETY CODE inkigEDITLEMIFIAIRWER.15MW5.1 5. INSTALL WALL DOOR STOPS AT HEIGHT OF DOOR KNO11AT 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. 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 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 KNOWLEDGE OR EFFORT. 3. INTERIOR WALL AND CEILING FINISH MATERIALS IN MERCANTILE OCCUPANCIES SHALL BE CLASS A OR CLASS B PER NFPA 101, 24-3.3, 1997 EDITION. 4. T.G.C. SHALL PROVIDE SUFFICIENT NUMBER OF 2A1OBC FIRE EXTINGUISHERS 50 THAT A FIRE EXTINGUISHER 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. MOUN11NG HRGHT SHALL BE 4 FEET A.F.F. MAXIMUM. FINISH LEGEND SEE RESPONSABILFrY SCHEDULE ON Ti. NO. P -1 P -2 P -3 P -4 P -5 P -6 P -7 P -8 P -9 F -2 F -3 F -4 F-5 F -6 F-7 F -8 F -9 F -10 F -11 G -1 G -2 G -3 G -4 B -1 B -2 CL -1 CL -2 WC -1 MATERIAL PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT MARBLE TILE CARPET MARBLE TILE CARPET QURTZ TILE CARPET QURTZ TILE CARPET CONCRETE MALL TILE VCT GROUT GROUT GROUT GROUT 6" TILE BASE 4" RUBBER BASE GYP. BD. CEILING SUSPENDED ACT FRP PANELS MANUFACTURER DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS DAL TILE INTERFACE FLOR DAL TILE INTERFACE FLOR DAL TILE INTERFACE FLOR DAL TILE INTERFACE FLOR EXISTING BY MALL MOHAWK POLYBLEND POLYBLEND POLYBLEND POLYBLEND DAL TILE ROPPE NEW NEW STRUCTOGLAS SPECIFICATIONS DE6389 FALLEN ROCK DEC765 BONE DEC740 SANDCASTLE DEA112 EXUBERANT ORANGE DEC794 SALINA SPRINGS DEC5522 PALM FROND DEC791 CLOUD DE6042 BEAR IN MIND DEW383 COOL DECEMBER M417 EMPERADOR UGHT 18X18 VENNER 5036 POPLAR 19.69X19.69 M417 EMPERADOR DARK 18X18 1ST AVENUE 8144 TAUPE 19.69X19.69 NQ -13 BLACK SUEDE 24X24 FLATIRON 2ND AVENUE 8161 WOOSTER 19.69X19.69 NQ -50 CULTURED PEARLS 24X24 URBANSCAPES COLLECTION NEW URBAN SEAL 8238 19.69X19.69 CLEAN AND SEAL CONFIRM WITH MALL CH17 ANTIQUE WHITE 12X12 #95 SABLE BROWN #386 OYSTER GRAY #60 CHARCOAL #11 SNOW WHITE MATCH WITH ADJACENT TILE, SEE FINISHES ABOVE MATCH ADJACENT CARPET, CONFIRM WITH ARCHITECT PAINTED GYP. BD. P -9 PAINTED P -9 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. A CONCRETE CARPET TO STOCK C5 FL. TRANSITION SCALE: N.T.S. C O TILE THRESHOLD ENTRANCE FL. TRANSITION SCALE N.T.S. FINISH PLAN SCALE: 3/16' = T-o' MALL FINISH a 4 4 d CARPET j j1t jj11111 tj 111j 11 jtjt r TILE SALES FLOOR C7 FL. TRANSITION SCALE: N.T.S. 8 INTERIOR CONC. SLAB SCALE: N.T.S. 0 0 O CARPET EXTERIOR CONC. SLAB THRESHOLD 0 0 STOCKROOM TO EXIT FL. TRANSITION 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 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 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. AF I ER 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. ft ( 2 2426 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 03.26.08 3 04.07.08 4 04.21.08 Issues Project Number 02008018,00 Description FLOOR P L A N Scale AS NOTED Template 4.3 (120101) A -2 6294 Computer File CW05- 2008--- A2,DWG PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS Architect Registration RECEIVED CITY OF TUKWILA MAY 15 2008 PERMIT CENTER Project Name WESTFIELD SOUTHCENTER MALL 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 REFLECTED CEILING LEGEND 3o —o" / 30 / E - EXISTING FIXTURE R - RELOCATED FIXTURE N - NEW FIXTURE ° ° I ® EXIT SIGN -- CEILING MOUNTED x A/C SUPPLY GRILLE ■ LIGHT TRACK WITH HEADS 9■P EMERGENCY LIGHT - CEILING MOUNTED / RETURN AIR GRILLE 2 X 4 FIXTURE PRISPATIC �■ 2 X 2 FIXTURE PARABOLIC p' EXHAUST FAN / LIGHT COMBO 11 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. 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 AI- TER COMMENCEMENT OF CONSTRUCTION. 23� -2 3o —o" / 30 / 27' 3" / / ■■■ ■t■ ■■■■■■ ■■..■■ ■■■■E■ ■■■■■■ ■■.■■■ 0> I � n ASCE STANDARD 9.6.2.6 For Suspended Ceilings 9.6.2.6.2.2 Seismic Design Categories D, E, and F. Suspended ceilings in Seismic Design Categories, E, and F shall be designed and installed in accordance with the CISCA recommendations for seismic Zones 3-4 (Ref. 9.6 -17) and the additional requirements listed in this subsection. a. A heavy duty T -bar grid system shall be used. b. The width of the perimeter supporting closure angle shall be not less thaii 2 0 iri: (50 mm). In each orthogonal horizontal direction,' one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a 3 /4 -in. (19 mm) clearance from the wall and shall rest upon and be free to slide on a closure angle. c. For ceiling areas exceeding 1000 ft2 (92.9 rru), horizontal restraint of the ceiling to the structural system shall be provided. The tributary areas of the horizontal restraints shall be approximately equal. NEW co LJGHT BY LLG.C. SEE ELECTRICAL PLANS. ■■■■■■ ■■■.■■ ■■■■■■ NEW GYP. BD CEILING BY LL .C. AT A.F.F. PAINTED P -4 MININUMM ■ ■.■1 ■■ ■ ■." ■■ CEILING BRACING DETAIL SCALE: NTS NEW DOOR BUZZER ABOVE STOCK CEILING TILES BY G.C. 0 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. REFLECTED CEILING PLAN SCALE: 3/16' =1' -0' ■ ■I•►_ STEEL WIRES (4) DIAGONAL 45 (1) VERTICAL N RUNNER NEW 2X2 SUSPENDED CEILING AT 0_ ■ ■ENIM■ EMMEN ■■M■■ CROSS TEE MAIN RUNNER NEW 2X4 FLUSH PARABOLIC LIGHT FIXTURES BY LLG.C. (TYP.) 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. 3 /4" EMT NOTCH OVER MAIN RUNNER DRILL 92" 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. 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 NEW RECESSED DOWN LIGHT SEE ELECTRICAL PLANS. EXISTING EXIT IGHT SEE ELECTRICAL PLANS. no CONNEC 12 NO. 12 GA. I-IX 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. 0 2,c Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 2 03.26.08 3 04.07.08 4 04.21.08 2426 Southcenter Mall Tukwila, WA 98188 smith 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/ Issues I r T1 A. Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018,00 Description FLOOR PLAN Computer File CW05- 2008— A3,DWG Scale AS NOTED Template 4.3 (120101) A -3 6294 REGISTERED ARCHi7ECT PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS CITY Q Architect Registration ECEIVED MAY 15 "1UUU PERMIT CENTER 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. KLS KLS KLS KLS a �� LEASE UNE 3/4" METAL REVEAL TOP AND SIDES 4 INTERIOR ELEVATION SCALE 1/4° =1' -0' STOREFRONT HEAD SECTION SCALE 1--1/2' m 1' -0' STOREFRONT PLAN SCALE: 1/4• = T-0 GWB PAINT P -6 SIGNAGE BY TENANT NEW STOREFRONT GLAZING AND DOORS 6 A4 LJGHT COVE FASCIA S.S. 20 GA. LEASE LINE C5 TENANT SPACE COMMON v1ALL STOREFRONT NEUTRAL PIER SCALE 1 -1/2' = 1' -O' LIGHT COVE FASCIA BEYOND 1 � \ TENANT SPACE NEW STOREFRONT GLAZING EXTENT OF FINISHED CEILING ABOVE DEMISING WALL METAL FRAMING BY LANDLORD FINISH BY TENANT A" STOREFRONT GLASS 3/4" BLACK METAL ALUMINUM REVEAL TYP. LEASE LINE PAINTED i GYPSUM BOARD WITH 12" HIGH STONE BASE OVER METAL FRAMING BY LANDLORD 4" STONE ASSEMBLY BY LANDLORD UNE OF MALL CEILING STOREFRONT SECTION SCALE: 1/4' =1' -0' LIGHT COVE FASCIA BEYOND L NEW STOREFRONT GLAZING AND DOORS LINE OF MALL CEILING L.KHEAD W /TENANT SIGNAGE PAINT P -6 STOREFRONT SECTION SCALE: 1/4' -1' -0' ' � ., \ 2 2426 Southcenter Mall Tukwila, WA 98188 with ac 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 04.21.08 Scale AS NOTED Issues Project Number 02008018,00 Template 4.3 (120101) A -4 6294 PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS Description ELEVATI ❑NS /SECTI ❑NS Computer File CW05 2008— A4,DWG Architect Registration CITY RECEIVED uKWILA MAY 151008 PERMIT CENTER Project Name WESTFIELD SOUTHCENTER MALL 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 r7 r r \ r RESTR( RESTROOM PLANS AND DETAILS rn�am I z 4, p _ > S Fri m r >n U) W I- m Oi H.C. RESTROOM PLAN SCALE 1/2" = 1 ' -0" RESTROOM NOTES 5-8 1/2" 3' -6" 4' -8" JJ K c ) ¼ ' 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' -O" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. 9. HOT WATER TANK CALL -OUT SEE 2.02. SEAT 6 ', 1' -6" SCALE 1/2" = 1' -0" GWB (PAINTED ) ON 1/2" PLY -WD SHEATHING ON THIS WALL ONLY 3' -0" GRAB BAR H.C. RESTROOM ELEV. SCALE 1/2" - 1' -0" TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. WAINSCOAT _,, SOAP %/,� DISP. / / WAINSCOAT COVED SANITARY BASE 30" X 36" MIRROR LEVER CONTROLS TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES X N) 'r 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 , CENTER SYMBOL ON DOOR, 60 ABOVE FINISHED FLOOR. ° v (UNISEX REST ROOM) TOILET SIGNAGE v o UNISEX 0 0 COLU '00 Qi up Er_ 0 1 1/4" - GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS. SEE 'ACCESSIBILITY 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 X 0 RESTROOM ACCESSORIES SCHEDULE MARK (T)) 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. / G.C. G.C. / G.C. G.C. / G.C. G.C. / C.C. G.C. / G.C. G.C. / G.C. C.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 SCALE 1/2" = 1' -0" H.C. RESTROOM ELEV. co N) N) N) 0 0 GWB (PAINTED) WAINSCOAT — H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" 2426 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 HAN ACC LEVE AT Issues and Revisions No. Date 1 02.08.08 2 03.26.08 ,3 04.07.08 4 04.21.08 Issues Project Number 02006088.00 6294 PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS RECEIVED CITY or- 1 uKvfILA MAY 15 ZU08 PERMIT CENTER Project Name WESTFIELD SOUTHCENTER MALL Description ENLARGED TOILET PLAN Computer File CW05-- 2008— A5.DWG Scale AS NOTED Template 4.3 (120101) A -5 Architect Registration 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. KLS KLS KLS KLS GWB (PAINTED) 3 -4" LEVER CONTROLS f 3' -6" 1' -0" WAINSCOAT / C")--A- 0 ° d 1 111 1-1/2" DIA. GRAB BARS \ U C TOILET PAPER d- DISP. aL 40 c �] / r7 r r \ r RESTR( RESTROOM PLANS AND DETAILS rn�am I z 4, p _ > S Fri m r >n U) W I- m Oi H.C. RESTROOM PLAN SCALE 1/2" = 1 ' -0" RESTROOM NOTES 5-8 1/2" 3' -6" 4' -8" JJ K c ) ¼ ' 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' -O" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. 9. HOT WATER TANK CALL -OUT SEE 2.02. SEAT 6 ', 1' -6" SCALE 1/2" = 1' -0" GWB (PAINTED ) ON 1/2" PLY -WD SHEATHING ON THIS WALL ONLY 3' -0" GRAB BAR H.C. RESTROOM ELEV. SCALE 1/2" - 1' -0" TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. WAINSCOAT _,, SOAP %/,� DISP. / / WAINSCOAT COVED SANITARY BASE 30" X 36" MIRROR LEVER CONTROLS TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES X N) 'r 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 , CENTER SYMBOL ON DOOR, 60 ABOVE FINISHED FLOOR. ° v (UNISEX REST ROOM) TOILET SIGNAGE v o UNISEX 0 0 COLU '00 Qi up Er_ 0 1 1/4" - GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS. SEE 'ACCESSIBILITY 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 X 0 RESTROOM ACCESSORIES SCHEDULE MARK (T)) 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. / G.C. G.C. / G.C. G.C. / G.C. G.C. / C.C. G.C. / G.C. G.C. / G.C. C.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 SCALE 1/2" = 1' -0" H.C. RESTROOM ELEV. co N) N) N) 0 0 GWB (PAINTED) WAINSCOAT — H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" 2426 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 HAN ACC LEVE AT Issues and Revisions No. Date 1 02.08.08 2 03.26.08 ,3 04.07.08 4 04.21.08 Issues Project Number 02006088.00 6294 PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS RECEIVED CITY or- 1 uKvfILA MAY 15 ZU08 PERMIT CENTER Project Name WESTFIELD SOUTHCENTER MALL Description ENLARGED TOILET PLAN Computer File CW05-- 2008— A5.DWG Scale AS NOTED Template 4.3 (120101) A -5 Architect Registration 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. KLS KLS KLS KLS r tt0 ,n GWB (PAINTED) LEVER CONTROLS - v I rk 1 111 RESTR( RESTROOM PLANS AND DETAILS rn�am I z 4, p _ > S Fri m r >n U) W I- m Oi H.C. RESTROOM PLAN SCALE 1/2" = 1 ' -0" RESTROOM NOTES 5-8 1/2" 3' -6" 4' -8" JJ K c ) ¼ ' 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' -O" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. 9. HOT WATER TANK CALL -OUT SEE 2.02. SEAT 6 ', 1' -6" SCALE 1/2" = 1' -0" GWB (PAINTED ) ON 1/2" PLY -WD SHEATHING ON THIS WALL ONLY 3' -0" GRAB BAR H.C. RESTROOM ELEV. SCALE 1/2" - 1' -0" TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. WAINSCOAT _,, SOAP %/,� DISP. / / WAINSCOAT COVED SANITARY BASE 30" X 36" MIRROR LEVER CONTROLS TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES X N) 'r 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 , CENTER SYMBOL ON DOOR, 60 ABOVE FINISHED FLOOR. ° v (UNISEX REST ROOM) TOILET SIGNAGE v o UNISEX 0 0 COLU '00 Qi up Er_ 0 1 1/4" - GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS. SEE 'ACCESSIBILITY 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 X 0 RESTROOM ACCESSORIES SCHEDULE MARK (T)) 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. / G.C. G.C. / G.C. G.C. / G.C. G.C. / C.C. G.C. / G.C. G.C. / G.C. C.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 SCALE 1/2" = 1' -0" H.C. RESTROOM ELEV. co N) N) N) 0 0 GWB (PAINTED) WAINSCOAT — H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" 2426 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 HAN ACC LEVE AT Issues and Revisions No. Date 1 02.08.08 2 03.26.08 ,3 04.07.08 4 04.21.08 Issues Project Number 02006088.00 6294 PERMIT BLDG. COMMENTS PERMIT CORR. OWNER REVISIONS RECEIVED CITY or- 1 uKvfILA MAY 15 ZU08 PERMIT CENTER Project Name WESTFIELD SOUTHCENTER MALL Description ENLARGED TOILET PLAN Computer File CW05-- 2008— A5.DWG Scale AS NOTED Template 4.3 (120101) A -5 Architect Registration 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. KLS KLS KLS KLS Permit Noe D • P lar review approval is subject to errors and cmissia w S D SOU C N R "- I rove, of construction documents not Mori the : - of approveviolation d of Ield adopted ® or • =� °c : , .r; • and conditi • f , •• BONS No changes _ .. shall be man to thQ _ __ .. ._ _ ... r)f work without prior a p p roval of ooP Date: Tukwila 2426 SOU C R MALL, _... _.- Building DI � Tgl l'"a T r• �A �/l� ions Will require a npw plan Submi +al ' City of Tukwila �. j , �� 'fit I''r)r p lan r a y �nS', UKWILA, WA 98188 .?s N _ _ s'! g @ � l y a ¶ i t 9L �iIaa DIVISION 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 D O FINISH CEILING HEIGHTS SHALL FINISH SH SCHEDULE. 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 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 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: 2426 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 'I \SQ. FT. OCCUPANT LOAD = L E7 TOTAL SQ. FEET l 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 SOUTHCE PARKWAY TUKWILA, WA 98188 -2888 (206) 246 -0423 T D os ALL ®O® SHALL �� 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 FC)C7f1 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 RCHITEC A l 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 ELECTRICAL E CTRICAL POWER PLANS E -2 ELECTRICAL LIGHTING PLAN E -2 ELECTRICAL PANEL SCHEDULES MECHANICAL M -1 MECHANICAL PLANS M -2 MECHANICAL SPECIFICATIONS M -3 MECHANICAL SPECIFICATIONS PLUMBING P -1 PLUMBING PLAN NOTES AND SCHEDULES SITE PLAN VICINITY MAP PROJECT LOCATION ! macys Na SEPARATE SUBMITTALS 1 Space 2005 II ` FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. NORDSTROM I-I .,.\ "! SOUTHCENTER PKY '! SCOPE Ol C WORK JCPenney y , A 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. TO, INTERIOR N THE WORK ALSO INCLUDES, BUT NOT LIMITED T, RR AD STOREFRONT MANAGEMENT SYSTEMS, PLUMBING AND S IGNAGE, HVAC SYSTEMS, ENERGY MANAGE ELECTRICAL/LIGHTING SYSTEMS. ON SITE: NO WORK Mt - - ,L. I l l ' l= r ♦ 1 1 _ : / ; i ,i . -� i ,,� �• e S �u �. ■ M f, . �7j p ■ . �• �` _ r i ! _ , ,.,.. ' -i ; : - •C' ��" !if �:i� _ . '' �� ' 1'"""� y ��►` v '•J ��ti-,.iii 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.D.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.G.T. VINYL COMPOSITION TILE BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL BM. BEAM FHS FLAT MEAD 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.1.0. 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.1.0. 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 INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY E.I.F.S. EXTERIOR N FINISH SYSTEM JTJJTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SYMBOLS NORTH ARROW - - - - - 1 1 ITEM S.I.O D ETAIL DETAIL IDENTIFICATION PROJECT NORTH I j MATERIALS r REVISION CLOUD OR N.I.C. CUT LINE - DEFINES THE ARROW L _ _ _ ^ , � DETAILED ELEMENT AND DELTA © , GYPSUM BOARD nip TRUE NORTH A8.01 SHEET WHERE INDICATOR DRAWN DOOR MARK 50' -0" A.F.F. WORK, CONTROL 1;': 4 CONCRETE ITEM S.O.I.0 OR S.I.C. aim Ira V A EARTH GRAVEL CMU OR BRICK PLYWOOD RIGID INSULATION BATT INSULATION WOOD MEMBER WOOD BLOCKING FINISHED WOOD ACOUSTICAL TILE STEEL ALUMINUM E.I.F.S. OR DATUM POINT WALL SECTION DOOR CODE - DETAIL IDENTIFICATION REFER TO 2580A CUT LINE - DEFINES THE SCHEDULE SLOPE DOWN SLOPE DIRECTION WITH DATUM MARK NEW CONSTRUCTION - SHOWN SOLID DETAILED ELEMENT WINDOW, RECITE OR 1/8" PER FOOT A7.01 LOUVER MARK ��SHEET = . _ = .... WHERE DRAWN WINDOW SPRINKLER MAIN tip NUMBER - REFER Mg BUILDING SECTION TO SCHEDULE DETAIL IDENTIFICATION EXISTING CONSTRUCTION TO REMAIN 6 EQUIPMENT MARK f --- PROPERTY LINE - SHOWN LIGHT BACKGROUND [..-- EQUIPMENT [�l� A3.01 •11 � SHEET WHERE DRAWN NUMBER - REFER ® TO SCHEDULE EXTERIOR ELEVATION X-X IIIIIIII11II A DETAIL IDENTIFICATION ROOM MARK x x x x x x 8 ROOM _ ROOM NAME EXISTING CONSTRUCTION TO BE W BREAKLINE A 3.02 SHEET WHERE DRAWN 1 00 l I ROOM NUMBER n REMOVED -SHOWN DASHED v INTERIOR ELEVATION COLUMN GRIDS WALL TYPE MARK DETAIL IDENTIFICATION SOUND INSULATION ' 5.03 6� WALL TYPE FE FIRE EXTINGUISHER SHEET WHERE DRAWN B --NOTE 2426 Southcenter Mall Tukwila, WA 98188 math Cc 318 terry avenue n scathe, 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: LJ Mechanical Electrical Plumbing Gas Piping City of Tukwila RIz F: rji iSION Consultant Registration REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 8 2008 ty Of Tukwila LDING DI VISION Issues and Revisions No. Date 1 02.08.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02006088.00 Description GENERAL INFORMATION Computer File CW05- 2008 -T1 .DWG Scale AS NOTED Template 4.3 (120101) oVi'4 r- 1 6294 Architect Registration Issues By Check PERMIT KLS RECEI%T CITY OF TUKWILA MAR 1 7 2008 P _I .1.7 v=ii 1 !=R 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. 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 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 SIt±L STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. P5 L NO WALU465 L PARTITION U. 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 CONCRLIL 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. <>1 HOUR WALL PARTITION 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" 0.C. WITH ONE LAYER 5/8" GYPSUM BOARD. SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN ASTENERS MIN. .145 AT 18 O.C. PAINTABLE FIRESTOP SEALANT BOTH 'S 1r-64 NEW REAR EXIT DOOR tiY NEW ELECTRICAL PANEL AND PHNE BOARD BY LL G.C. 3 5/8" 20 GAGE METAL STUDS AT 16 0.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON ONE SIDE. RESTROOM SIDE SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL AND SEE FINISH NOTES FOR FLOOR FINISH STOR .C. ONT BY TENANT SIDE Q WA PARTITION UL NO. U465 LL 2X4 SUSPENDED CEILING OR GWB NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. NEW RESTROOM FIXTURES BY L ,1 HOUR WALL PARTITION SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18° O.C. PAINTABLE FIRESTOP SEALANT BOTH SIDES FLOG " PLAN 3 5/8" 20 GAGE METAL STUDS AT 16 O.C. WITH ONE LAYER 5/8" GYPSUM BOARD TO 6 ABOVE FINISHED CEILING. . 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. 6 SLOTTTED TRACK (SLP -IRK 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. " GWB BY LL CORRIDOR SIDE SEE FINISH NOTES FOR FLOOR FINISH 6 SLOIIILD TRACK (SLP -IRK OR EQ.) ATTACH TO STRUCTURE ABOVE NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON 0011H SIDES. 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 1 HOUR WALL PARTITION UL NO. U465 ROOM NAME FRONT ENTRY STOCK ROOM RESTROOM REAR EXIT NEW DEMISING — WALL BY LL G.C. DOOR SCHEDULE DOOR SIZE 3' -0" X 7' -0" 20 MIN. RATED DOOR HARDWARE ENTRY LEVER HARDWARE W/ LOCKSET, CLOSER PANIC BAR HARDWARE WITH ALARM AND CLOSER GENERAL NOTES DOOR MATERIAL ALUM /GLASS METAL METAL METAL SEE RESPONSABILITY SCHEDULE ON Ti. DOOR FINISH PRIVACY LEVER HARDWARE (BRUSHED CHROME) NEW LOCK. KICK PLATES ON BOTH SIDES. FRAME MATERIAL ALUM. METAL METAL METAL FRAME FINISH ANOD. ALUM. Ilwi 1■■I HARDWARE GROUP T.G.C. TO COVER WINDOWS WITH PLAIN PAPER UNTIL THE END OF CONSTRUCTION. WINDOWS MUST THEN BE CLEANED AI- TER 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. 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. NOTES 4,5,6,7 1,2,5,6, INTERIOR WALL AND CEILING FINISH MATERIALS IN MERCANTILE OCCUPANCIES SHALL BE CLASS A OR CLASS B PER NFPA 101, 3. 24 -3.3, 1997 EDITION. FINISH LEGEND F -4 VINYL COMPOSITE 11LE F -6 EXISTING TO REMAIN PAINT PAINT PAINT PAINT CARPET NOT USED MALL TILE COVE BASE MATERIAL CERAMIC TILE B -2 6" VINYL COVE BASE 6" TILE BASE GYP. BD. CEILING SUSPENDED ACT FRP PANELS DOOR NOTES MANUFACTURER BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE PATCRAFT DAL 11LE ARMSTRONG MALL 11LE JOHNSONITE ARMSTRONG DAL 11LE STRUCTOGLAS 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 SOUTHCENTER SPECIFICATIONS #86 - HUNTER GREEN - SALES AND OFFICE ONLY #68 - PALE GRAY - STOCK, COORIDOR, RESTROOM T.B.D. PAINTED GYP. BD. INTERIOR FINISH MATERIALS SHALL BE CLASS A OR CLASS B PER NFPA 101, 24 -3.3, 1997 EDITION. 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 EDITION 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 -DSTH0 "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. SWING AND FORCE TO OPEN DOORS SHALL MEET THE REQUIREMENTS OF THE NFPA 101 LIFE 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 ALL EXIT DOORS PER THE REQUIREMENTS OF NFPA 101 LIFE SAFETY CODE 1997 EDITION 5 -2.1.7 2426 Southcenter Mall Tukwila, WA 98188 318 terry avenue n seattle, washington 98109 ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration REVIEWED FOR CODE COMPLIANCE APPROVED APR l 8 2000 City Of Tukwila BUILDING DIVISION Issues and Revisions No. Date 1 02.08.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description FLOOR PLAN Computer File CW05- 2008— A1.DWG Scale AS NOTED REGISTERED ARCHITECT El STATE OF WASHINGTON Architect Registration Issues By Check PERMIT KLS RECEIVED CITY OF TUKWILA MAR 172008 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. A -1 FL. TRANSITION SCALE N.T.S. F -4 CARPET CARPET TO STOCK F -1 THRESHOLD INISH PLAN ALE: 3/16' -1' -0' ENTRANCE MALL FINISH FL. TRANSITION SCALE: N.T.S. SALES FLOOR FL. TRANSITION SCALE N.T.S. EXTERIOR CONC. SLAB THRESHOLD INTERIOR 1 CONC. SLAB F--4—, STOCKROOM TO EXIT FL. TRANSITION SCALE: N.T.S. 1 NMI 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 NE 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 AMTICO 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 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 APPHCTTON 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 AMI1CO 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. 2426 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 02.08.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description FLOOR PLAN Computer File CW05- 2008- A2,DWG Scale AS NOTED Template 4.3 (120101) REGISTERED ARCHITECT - KEI1 L. - SfIITh STATE OF WASHINGTON Architect Registration Issues By Check PERMIT KLS RECEIVED 'CITY or TU71V IL PERMIT CENTER 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. REFLECTED CEILING LEGEND I I E - EXISTING FIXTURE R - RELOCATED FIXTURE N - NEW FIXTURE �� LIGHT TRACK WITH HEADS X A/C SUPPLY GRILLE I ® EXIT SIGN - CEILING MOUNTED 9■P EMERGENCY LIGHT -- CEILING MOUNTED / RETURN AIR GRILLE 2 X 4 FIXTURE PRISPAIIC p' EXHAUST FAN / LIGHT COMBO 2 X 2 FIXTURE PARABOLIC $=1 4' STRIP LIGHT 0 RECESSED DOWN LIGHT MECHANICAL CONTRACTOR'S NOTE 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. 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. NEW GYP. BD CEILING BY LLG.C. AT :'--i" A.F.F. PAINTED 23 -2° NEW DOOR BUZZER ABOVE STOCK CEILING TILES BY G.C. ■ ■ ■ ■Ito, ■ ■tom SCALE NTS NEW EMIT LIGHT BY LLG.C. SEE ELCTRICAL PLANS. REFLECTED CEILING PLAN SCALE: x/16' -1'-0' 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. CEILING BRACING DETAIL ■ ■ -1!-! 30 -0° NEW 2X4 SUSPENDED CEILING AT 12' -0 STEEL WIRES (4) DIAGONAL 45 (1) VERTICAL N RUNNER NEW 2X4 FLUSH PARABOLIC UGH FIXTURES BY LLG.C. (TYP.) SCALE: NTS ASCE STANDARD for Suspended Ceilings 9.6.2.6.2.2 Seismic Design Categories D, E, & F. The width of the perimeter supporting closure angle shall be not less than 2.0 -in. CROSS TEE MAIN RUNNER WIRING BRACING DETAIL 30 1_ 0 n Y" EMT TIGHT TO STRUCTURE ABOVE 12 GA. VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED @ EACH SEISMIC RESTRAINT, 12' -O" 0.C. EACH WAY. 3 /4" EMT NOTCH OVER MAIN RUNNER DRILL %Z" HOLE FOR Ys" 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 " M q X 3. FIRST BRACING POINT WITHIN 4' -0" OF . EACH WALL. BRACE POINT ON MAIN RUNNER NOT TO 44 4000. 4. EXCEED 2" DISTANCE FROM CROSS RUNNER. ■■M■■ MIME= ■ ■ — ■■ ■■M■ll •• •■=1■ii MAIN RUNNER 27 -3° —NO. 12 GA LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF THE FIXTURE, SPLAY WIRES AS SHOWN AND FASTEN TO SLAB ABOVE. LIGHTING NSTALLATION DETAIL SCALE: NTS NEW RECESSED DOWN UGH 1! SEE ELECTRICAL PLANS. EXI511NG EXIT LIGHT SEE ELECTRICAL PLANS. cc\ CONNEC 12 NO. 12 GA. I-IX 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. Dos+id REVJEV! F R CODE COMPLIANCE i APPROVED APR 1 8 ?11ftg I City Of Tukwila BUILDING DIVISION 2426 Southcenter Mall Tukwila, WA 98188 smith ac 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 Issues Project Number 02008018.00 Description FLOOR PLAN 6294 WESTFIELD SOUTHCENTER MALL Computer File CW05- 2008— A3.DWG Scale AS NOTED Template 4.3 (120101) A -3 REGISTERED ARCHITECT KB • I STATE OF WASHINGTON Architect Registration PERMIT KLS RECEIVED CITY OF TUKWILA MAR 17 2008 PERMIT CFNTFR 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. Ha LEASE LINE C4 STOREFRONT PLAN SCALE: 1/4' =1' -0' TILE SIGN BAND OVER i PLYWD. NEW STOREFRONT GLAZING AND DOORS INTERIOR ELEVATION SCALE: 1/4' = T -0' STOREFRONT HEAD SECTION SCALE: 1 -1/2' =1' -0' LEASE LINE a cD SIGNAGE BY TENANT 3/4" METAL REVEAL TOP AND SIDES UGHT COVE FASCIA S.S. 20 GA. TENANT SPACE STOREFRONT NEUTRAL PIER SCALE: 1 -1/2' = C3 COMMON MALL LIGHT COVE FASCIA BEYOND 1 \. DEMISING WALL METAL FRAMING BY LANDLORD TENANT SPACE NEW STOREFRONT GLAZING EXTENT OF FINISHED CEILING ABOVE FINISH BY TENANT i" STOREFRONT GLASS 3/4" BLACK METAL ALUMINUM REVEAL TYP. LEASE LINE PAINTED i GYPSUM BOARD WITH 12" HIGH STONE BASE OVER METAL FRAMING BY LANDLORD " STONE ASSEMBLY BY LANDLORD Do- UNE OF MALL CEILING STOREFRONT SECTION SCALE: 1 /4' =1' -0' UGHT COVE FASCIA BEYOND L _ :r SIGNAGE NEW STOREFRONT GLAZING AND DOORS LINE OF MALL CEILING HEADW /TENANT SIM STOREFRONT SECTION SCALE: 1 /4' = r -o' I PREVIEWED FOR CODE COMPLIANCE APPROVE APR ? ?I?O City Of Tukwila BUILDING DIVISION_ 2426 Southcenter Mall Tukwila, WA 98188 smith cc 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 ELEVATIONS /SECTIONS Computer File CW05- 2008— A4.DWG Scale AS NOTED Template 4.3 (120101) A -4 REGISTERED ARCHITECT KEI I STATE OF WASHINGTON 6294 Architect Registration Issues By Check PERMIT KLS RECEIVED ".'Y \, ♦1 r TIC LA A V1 1 1 V. MAR PERMIT CENTER 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. Co RES TRC RESTROOM PLANS AND DETAILS Ir 3' -0" C C � Fe t � 0 1 O co RESTROOM NOTES i H.C. RESTROOM PLAN SCALE 1/2" = 1' -0" 1. GRAB BARS 1 — 1/4 " - - /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. HEIGHT HANDICAPPED ACCESSIBL LEVER HANDLES AT 36 " -42" A.F.F. SEAT COVER DISP. �— CD CD N) N) N) _ an 6" GWB (PAINTED ) ON 1/2" PLY —WD SHEATHING ON THIS WALL ONLY r 1' -6" 0 3' -0" • SCALE 1 /2" .= 1' -0" 7 WAINSCOAT GRAB BAR SCALE 1/2" = 1' -0" TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. r H.C. RESTROOM ELEV. SOAP DISP / WAINSCOAT COVED SANITARY BASE 30" X 36" MIRROR LEVER CONTROLS x 0 TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES MEL HANDICAPPED SIGNAGE MERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR "ASI" PLAQUE TYPE ACRYLIC WITH SUBSURFACE GRAPHICS TEXT: SC901 'WHITE'. FIELD SC905 "BLUE" 1 4" THICK, SURFACE APPIJED TO ,POOR TER SYMBOL ON DOOR. 60 ABC AIL FINISHED FLOOR. (UNISEX REST ROOM) E9--- -- TOILET SIGNAGE 3' -1'-0" 1 1 /4" — GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS, SEE 'ACCESSIBIUTY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS PER REQUIREMENTS, TYPICAL. SCHEDULED WALL, TYPICAL 1 -1/2" GRAB BAR DETAIL µ SCE 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. / 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. 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" GWB (PAINTED) WAINSCOAT — H.C. RESTROOM ELEV. SCALE 1 /2" — 1' -0" DDS01'4' CODE REVIEWE E APPROVE APR 2LI City Of Tukwila BUILDING DM .O 2426 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 HAN ACC LEVE AT Issues and Revisions No. Date 1 02.08.08 Project Number 02006088.00 Scale AS NOTED Template 4.3 (120101) A -5 6294 Computer File CW05- 2008— A5.DWG Architect Registration Issues By Check PERMIT KLS GIN OF TUKWILA MAR 17 2008 g�� nqq n-r t-'r: - F VIII 1 v� r._{ a Project Name WESTFIELD SOUTHCENTER MALL Description ENLARGED TOILET PLAN 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. I 1 „a —,e GWB (PAINTED) 3 CONTROLS f " Irk WAINSCOAT i (7)`� s 0 I -4- j - ------, 4 ---■ 11 r r \ r 1 -1/2" DIA. GRAB BARS U C cli . TOUT PAPER DISP. z m ii J J r r r Co RES TRC RESTROOM PLANS AND DETAILS Ir 3' -0" C C � Fe t � 0 1 O co RESTROOM NOTES i H.C. RESTROOM PLAN SCALE 1/2" = 1' -0" 1. GRAB BARS 1 — 1/4 " - - /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. HEIGHT HANDICAPPED ACCESSIBL LEVER HANDLES AT 36 " -42" A.F.F. SEAT COVER DISP. �— CD CD N) N) N) _ an 6" GWB (PAINTED ) ON 1/2" PLY —WD SHEATHING ON THIS WALL ONLY r 1' -6" 0 3' -0" • SCALE 1 /2" .= 1' -0" 7 WAINSCOAT GRAB BAR SCALE 1/2" = 1' -0" TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. r H.C. RESTROOM ELEV. SOAP DISP / WAINSCOAT COVED SANITARY BASE 30" X 36" MIRROR LEVER CONTROLS x 0 TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES MEL HANDICAPPED SIGNAGE MERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR "ASI" PLAQUE TYPE ACRYLIC WITH SUBSURFACE GRAPHICS TEXT: SC901 'WHITE'. FIELD SC905 "BLUE" 1 4" THICK, SURFACE APPIJED TO ,POOR TER SYMBOL ON DOOR. 60 ABC AIL FINISHED FLOOR. (UNISEX REST ROOM) E9--- -- TOILET SIGNAGE 3' -1'-0" 1 1 /4" — GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS, SEE 'ACCESSIBIUTY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS PER REQUIREMENTS, TYPICAL. SCHEDULED WALL, TYPICAL 1 -1/2" GRAB BAR DETAIL µ SCE 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. / 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. 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" GWB (PAINTED) WAINSCOAT — H.C. RESTROOM ELEV. SCALE 1 /2" — 1' -0" DDS01'4' CODE REVIEWE E APPROVE APR 2LI City Of Tukwila BUILDING DM .O 2426 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 HAN ACC LEVE AT Issues and Revisions No. Date 1 02.08.08 Project Number 02006088.00 Scale AS NOTED Template 4.3 (120101) A -5 6294 Computer File CW05- 2008— A5.DWG Architect Registration Issues By Check PERMIT KLS GIN OF TUKWILA MAR 17 2008 g�� nqq n-r t-'r: - F VIII 1 v� r._{ a Project Name WESTFIELD SOUTHCENTER MALL Description ENLARGED TOILET PLAN 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. I 1 „a —,e - GWB (PAINTED) LEVER CONTROLS Irk j - ------, 4 ---■ 11 r r \ r Co RES TRC RESTROOM PLANS AND DETAILS Ir 3' -0" C C � Fe t � 0 1 O co RESTROOM NOTES i H.C. RESTROOM PLAN SCALE 1/2" = 1' -0" 1. GRAB BARS 1 — 1/4 " - - /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. HEIGHT HANDICAPPED ACCESSIBL LEVER HANDLES AT 36 " -42" A.F.F. SEAT COVER DISP. �— CD CD N) N) N) _ an 6" GWB (PAINTED ) ON 1/2" PLY —WD SHEATHING ON THIS WALL ONLY r 1' -6" 0 3' -0" • SCALE 1 /2" .= 1' -0" 7 WAINSCOAT GRAB BAR SCALE 1/2" = 1' -0" TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. r H.C. RESTROOM ELEV. SOAP DISP / WAINSCOAT COVED SANITARY BASE 30" X 36" MIRROR LEVER CONTROLS x 0 TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES MEL HANDICAPPED SIGNAGE MERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR "ASI" PLAQUE TYPE ACRYLIC WITH SUBSURFACE GRAPHICS TEXT: SC901 'WHITE'. FIELD SC905 "BLUE" 1 4" THICK, SURFACE APPIJED TO ,POOR TER SYMBOL ON DOOR. 60 ABC AIL FINISHED FLOOR. (UNISEX REST ROOM) E9--- -- TOILET SIGNAGE 3' -1'-0" 1 1 /4" — GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS, SEE 'ACCESSIBIUTY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS PER REQUIREMENTS, TYPICAL. SCHEDULED WALL, TYPICAL 1 -1/2" GRAB BAR DETAIL µ SCE 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. / 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. 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" GWB (PAINTED) WAINSCOAT — H.C. RESTROOM ELEV. SCALE 1 /2" — 1' -0" DDS01'4' CODE REVIEWE E APPROVE APR 2LI City Of Tukwila BUILDING DM .O 2426 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 HAN ACC LEVE AT Issues and Revisions No. Date 1 02.08.08 Project Number 02006088.00 Scale AS NOTED Template 4.3 (120101) A -5 6294 Computer File CW05- 2008— A5.DWG Architect Registration Issues By Check PERMIT KLS GIN OF TUKWILA MAR 17 2008 g�� nqq n-r t-'r: - F VIII 1 v� r._{ a Project Name WESTFIELD SOUTHCENTER MALL Description ENLARGED TOILET PLAN 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. LIGHT FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL # DESCRIPTION A COOPER/METALUX 2GA332Al20VE082 2x4" LAY —IN FLUORESCENT, TB ENERGY SAVING B LITHONIA 8W1AZ INCANDESCENT RECESSED DOWNLICFIT, 8" 60 WATTS C COOPER /METALUX GA232Al20VEBB1 1'x4' LAY —IN FLUORESCENT, T8 ENERGY SAVING X1 DUAL LIGHT LXURWFIEO LIJEFORM COLLECTION EXIT LIGHTS /BATTERY BACKUP X2 SUREUTES CC7 EMERGENCY LIGHTING /BULBS INCLUDED HUBBELL CS1221W SINGLE POLE HEAVY DUTY TOGGLE SWITCH. 20A 120 -277V —WHITE EsL HUBBELL ATP1277W PASSIVE INFRARED AND UTILIZE AS ADAPTIVE MICROPROCESSOR TO SELF ADJUST TIME DELAY AND SENSITIVITY DSc 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 GROUND 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. O NOT USED ® 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. O PROVIDE 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.EC. ■ ■ ■ ■ ■■ ■■■■■■ ■ ■ ■■■■ ■■■■■■ ■ ■ ■ ■■■ H 17 0 y AT: // ME! ■■■■■■ ■ ■ ■ ■ ■■ ■ ■■■ ■■ SCALE: 1/4" =1 ■■■■■■ ■■■■■■ ■ ■■■■■ ■ ■■■■■ ■■■■■■ 0 0 0 4 0 4 y H H 7,9,11 1,3,5 26. i GFl i f �....,,.. 1 f ELECTRICAL /POWER PLAN / / / / /O// / / / / //% ////ms G// G////// 00///////////////// ///fe.,O / ///O////////%O / /// //// JOT/ ■■■1■■ ■ ■ ■>■ ■■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■■ ■ ■ ■ ■ ■■ ■■■■■■ ■■■■■■ ■■■■■■ =u M■■ • ■ ■ITV■■ ■■ ■'I■■■ ■■■■■■ ■■■■■■ ELECTRICAL /LIGHTING PLAN SCALE: 1/4' 4 O PROVIDE AND INSTALL NEW 60 AMP NEYA 311 DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO NEW ROOF TOP UNIT ON ROOF. VERIFY LOCATION PI FIELD. ® PROVIDE AND INSTALL NEW DISCONNECT AND ALL ASSOCIATE) E1EC1WCAL FROM PANEL TO NEW WATER HEATER ABOVE GELING. VERIFY LOCATION M FIELD. @ PROVIDE AND INSTALL NEW DISCONNECT MD ALL ASSOCIATED ELECTRICAL FROM PANEL TO STOREFRONT SIGN PER N.E.C. % 4 ■■ ■1■■ ■■•.1■■ ■.■ ■ ■■ ■■■1■■ ■■ ■1■• ■ ■■� ■■ ■ ■ ■ ■ ■■ 4 -W■ ■M■ j i II /fff4 ■■ ■■■■ ■•■n■■■ 30 ■■■N■■ ■■■■■■ MEM 4 H 13 36 +1O'-0" AFF , ar m C i % /////%%%//%%%////////%%%%/////%%%%%%////%%//%%%%%%%%//%/%%%%//// 1 / / / % / / / / /%/ % % % % / / % / / / / % / / / / / //f 2426 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 Computer File CW05- 2008— E1.DWG Scale AS NOTED Template 4.3 (120101) E -1 • REGISTERED ARCHi.TECT KEI I STATE OF WASHINGTON 6294 Architect Registration Issues By Check PERMIT KLS !DE _IVE CITY OF _IV MAR 17 2008 t3m©11&rr C -ENTI I� L.1 `I•Idu ' 1..1 Description POWER /LIGHTING PLAN All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Tic 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. P A\ E L RISER 3 I A G R A V RISER DIAGRAv1 GENERAL NOTES FLOOR CKT 1 I EXISTING CONDITIONS AND PRIOR TO BIDDING AND i WATTS © BKR -I ® -I ® WIRE WATTS - CKT 14 1. TENANTS 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. 277/480V 3 PH, 4 WIRE ELECTRICAL SERVICE EXIT /NIGHT LIGHTING © 12 VERIFY REQUIREMENTS INSTALLATION. ■ -- f--_ -- RISER DIAGRAvI NOTES BY SYMBOL 2 0 I — — 1 i I I EXISTING ELECTRICAL DISTRIBUTION SYSTEM(S) I FOR OTHER TENANTS L J I I I © I ® i i I TENANT SPACE ® PROVIDE AND INSTALL (4) No THWN CU, (1) 0 GROUND IN 2" CONDUIT FOR TENANT SERVICE. PROVIDE AND INSTALL METER PER LOCAL UTILITY AND LOCAL AUTHORITY RECOMMENDATIONS. O PROVIDE AND INSTALL 200 AMP DISCONNECT FUSED AT 125 AMPS FOR TENANT SERVICE. VERIFY LOCATION IN FIELD. ® PROVIDE AND INSTALL (4) #1/0 THWN CU, (1) #6 GROUND IN LANDLORD PROVIDED 2" CONDUIT. 5 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) 0 GROUND IN 3/4" CONDUIT FOR RTU -1 ON ROOF. ® 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 R1U -1 ON ROOF. VERIFY LOCATION IN HELD. O 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. 13 PROVIDE AND INSTALL (3) #3/O THWN CU, (1) 0 GROUND IN 2" CONDUIT FOR PANEL 'A'. ® PROVIDE AND INSTALL 24 HR, 7 DAY TIMECLOCK FOR SHOW WINDOW AND SIGNAGE. PROVIDE NEW AS REQUIRED -- NEW PANEL NEW PA ' 2500 -- I SPACE 4 0 EXISTING LANDLORD WIREWAY 5 SPACE If -- — LANDLORD X -- -- -- PROVIDE AND INSTALL GROUND TO BUILDING STEEL PER N.E.C. \EW P A\ EL_ 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 WATER HEATER 3 3 SPACE — -- — X 2500 -- — SPACE 4 17,165 3 5 SPACE — -- — 2500 X -- -- -- SPACE 6 — 3 7 SPACE — -- — X -- -- — SPACE 8 9 3 9 SPACE — -- — X .._ — -- SPACE 10 GENERAL LIGHTING 1250 11 WATER HEATER 750 12 2/20 — X -- — — SPACE 12 GENERAL LIGHTING X -- — — SPACE 14 -- 750 16 13 2 15 SIGN 1200 12 1/20 X — -- -- SPACE 16 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 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. 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 39 X 1/20 12 1000 GENERAL RECEPTACLES 40 3133 X -- — — SPACE 42 3133 41 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. \ -W PA\EL H 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 LIGHTING 1 VAV 1 2500 10 3/20 X 15.8 1/0 20,030 TRANSFORMER 2 WATER HEATER X 3/125 19,150 4 4 4 3 2500 6 120 1 X 17,165 2500 1.5 5 1 7 VAV 2 2500 10 3/20 X HVAC — — SPACE 8 3 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 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. ELECTRICAL LOAD S v v ARY Y 120 VOLT CIRCUIT REFER TO RISER DIAGRAM FOR TIMECLOCK AND CONTACTORS LANDLORD SPECIFICATIONS HEIHEIEOR OVERRIDE r S WITCHES L____1 TIME CLOCK LIGHT SWITCHING DETAIL NOT TO SGALE • SIGN LIGHTS (B15) GENERAL LIGHTS (B3) OFFICE LIGHTS (B5) OFFICE LIGHTS (B7) RECEPTION LIGHTS (B9) 1)0%--1 2426 Southcenter Mall Tukwila, WA 98188 smith 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 Architect Registration Issues and Revisions No. Date 1 02.08.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description PANELSCHEDULES Computer File CW05- 2008— E2.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. 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. 11c. E -2 6294 Issues By Check PERMIT KLS RECEIVED CITY OF TUKWILA MAR 'I 7 2008 PERMIT CENTER 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 9 + .25 OF LARGEST LOAD 11.9 208 3 TOTALS: 34.1 35.5 KW — 98.6 AMPS © 120/208 SERVICE ELECTRICAL LOAD S v v ARY Y 120 VOLT CIRCUIT REFER TO RISER DIAGRAM FOR TIMECLOCK AND CONTACTORS LANDLORD SPECIFICATIONS HEIHEIEOR OVERRIDE r S WITCHES L____1 TIME CLOCK LIGHT SWITCHING DETAIL NOT TO SGALE • SIGN LIGHTS (B15) GENERAL LIGHTS (B3) OFFICE LIGHTS (B5) OFFICE LIGHTS (B7) RECEPTION LIGHTS (B9) 1)0%--1 2426 Southcenter Mall Tukwila, WA 98188 smith 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 Architect Registration Issues and Revisions No. Date 1 02.08.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description PANELSCHEDULES Computer File CW05- 2008— E2.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. 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. 11c. E -2 6294 Issues By Check PERMIT KLS RECEIVED CITY OF TUKWILA MAR 'I 7 2008 PERMIT CENTER 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 /OR 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 LICENSE. 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 WILL 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, IS 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 WRING. MOST DIRECT ROUTING OF CONDUITS AND WIRING IS NOT ASSURED. EXACT REQUIREMENTS SHALL BE GOVERNED BY CONDITIONS. NO EXTRA PAYMENT WILL 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 FAMILIARIZED 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 QUALITY, 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 IS RECEIVED FROM THE OWNER. THE OWNER IS THE SOLE JUDGE OF ACCEPTABILITY OF PREFERRED SUBSTITUTIONS. IF A SUBSTITUTION ITEM IS PERMITTED, 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 COMPUANCE. 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. DEUVER 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 CONSIKUCTTON POWER TOOLS. PROVIDE GFI 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 AF ILR 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 FD 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 SPLIT PLATE BUSHING. E. ALL BOXES AND ASSOCIATED COMPONENTS SHALL BE STEEL CITY 683 SERIES, WITH P60 -3B 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 #5362. 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 WIRE 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 CUTTER- 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" LINE, 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 DRAWINGS. 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 IS 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 WITH 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 WIRING 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 CONFUCTS 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' WIRING IS PERMITTED - ALL ELECTRICAL WIRING 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 LINES OF COLUMNS END BEAMS. 3. CONDUITS ABOVE CEILINGS SHOULD NOT OBSTRUCT REMOVAL OF CEILING 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 CONFLICT. 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 SO AS NOT TO AFFECT LEVEL OF CEILING. 3. AVOID ATTACHING CONDUIT TO FAN PLENUMS. WHEN IT IS 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 WITH 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 PENE IRATION AS DETAILED ON THE DRAWINGS. 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 IS 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 WIRING 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 SPLICES 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 WITH 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 BLACK RED 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 LIGHTING SWITCHES AND CONVENIENCE AND SPECIAL PURPOSE RECEPTACLES TO SHOW PANEL AND CIRCUIT NUMBER TO WHICH THE DEVICE IS 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 DRAWINGS. 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 DOS-1 • I 2426 Southcenter Mall Tukwila, WA 98188 smith ea. 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 Number 02008018.00 Scale AS NOTED Template All ideas, represented smith co. Ile 4.3 (120101) E -3 6294 REGISTERED ARCI -WECT KD 'I STATE OF WASHINGTON Architect Registration Issues By Check PERMIT KLS RECEIVED (I TY (iF TUKWIIA Computer File CW05- 2008- E3,DWG MAR 1 / IUUU PERMIT CENTER Project Name WESTFIELD SOUTHCENTER MALL Description ELECTRICAL SPECIFICATI ❑NS designs, arrangements, and plans indicated or by this drawing are owned by and the property of 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 disblosed to any person, firm, or corporation for any purpose whatsodver without the written permission of smith co. Ilc. t ,. SHEET METAL NOTES a SD -1 200 L 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 C❑NDITI ❑NS, 4. THE CONTRACTOR SHALL PR ❑VIDE ALL MISCELLANEOUS SUPPORTING STEEL, ETC. FOR THE PROPER INSTALLATION OF ALL MECHANICAL SYSTEMS, 2, CONTRACTOR SHALL C ❑ORDINATE HIS WORK WITH THE WORK OF ALL OTHER TRADES. VERIFY ALL CLEARANCES PRI ❑R TO THE FABRICATI ❑N OF ANY WORK, 3, DUCTWORK SHALL NOT BE LOCATED OVER ELECTRICAL EQUIPMENT /PANELS. PR ❑VIDE REQUIRED CLEARANCE IN FRONT OF ELECTRICAL EQUIPMENT, DUCTWORK SHALL NOT INTERFERE WITH ELECTRICAL EQUIPMENT CLEARANCE. 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 LOCATIONS AS SHOWN ON PLANS. 8. PR ❑VIDE FLEXIBLE CONNECTION AT DIFFUSER NECK, ALL FLEXIBLE DUCT SHALL BE INSULATED AND LIMITED TO 5' -O' IN LENGTH. 9, DUCTED EXHAUST AND RETURN GRILLES SHALL BE HARD CONNECTED, 10,C❑❑RDINATE AND PR ❑VIDE 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. 1L 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 ACTION (HARD DUCT RETURN SYSTEM OR ELIMINATE COMBUSTIBLES - FIREPR❑ ❑F, WRAP, ETC.) 12,ALL SHEET METAL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS, X SCALE_1 /4" = V--0" PROVIDE AND INSTA L NEW DUCT SMOKE DETECTOR IN SARA DUCT AS REQUIRED BY _OCAL CODE TO •OVIDE FAN SHUTDOWN CONNECT TO MALL XHAUST SYSTEM MECHANICAL PLAN 0 MECHANICAL NOTES 1. DUCT LINING IS NOT ALLOWED R 2, ALL SUPPLY AIR DUCTWORK SHALL BE WRAPPED WITH 1' INSULATION TO MATCH EXISTING, 3, PR ❑VIDE AND INSTALL FIRE DAMPERS WHERE DUCTS PENETRATE RATED CONSTRUCTION, ALL DUCTS PENETRATING SHAFTS (SMOKE BARRIERS) SHALL HAVE COMBINATI ❑N FIRE /SMOKE DAMPERS ACTIVATI ❑N OF DAMPER SHALL BE SIGNALED TO FIRE ALARM PANEL, 4. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, C ❑RING AND PATCHING REQUIRED FOR PROPER INSTALLATION OF THE SYSTEM. 5, PROVIDE BALANCING DAMPERS IN ALL BRANCH DUCTWORK AS REQUIRED FOR PROPER BALANCING OF THE SYSTEM, 6. THE ENTIRE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION 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 HYDRONIC SYSTEMS. THE AGENCY SELECTED SHALL BE CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL CAABC) 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 COMBUSTI ❑N VENT TERMINATION ETC. SHALL BE INSTALLED PER MANUFACTURERS REC❑MMENDATI ❑NS. VERIFY AND LOCATE EQUIPMENT BASED ON MANUFACTURERS RECOMMENDED CLEARANCES, 13,CONTRACTOR SHALL PROVIDE RETURN AIR TRANSFER DUCTWORK FOR ALL ROOMS WITH WALLS FROM FINISHED FLOOR TO BOTTOM OF DECK. COORDINATE WALL LOCATIONS WITH ARCHITECTURAL TRADES. 4x14 err raVO GENERAL NOTES 12x14 1, CONTRACTORS SHALL PROVIDE 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 EXAMINATI ❑N, 4, CONTRACTOR SHALL PROVIDE A COMPLETED OPERABLE SYSTEM AS HERE -IN DESCRIBED. IF THE DOCUMENTATION IS UNCLEAR OR INCOMPLETE TO THE CONTRACTOR HE SHALL SO 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 REC❑MMENDATI ❑NS AND IN SUCH A MANNER AS TO FUNCTION IN ITS INTENDED USE. 8. CONTRACTOR SHALL SUBMIT SUBMITTALS FOR ALL EQUIPMENT AND MATERIALS FOR REVIEW PRIOR TO PURCHASE. 9. AFTER INSTALLATI ❑N IS COMPLETE, CONTRACTOR SHALL BE RESPONSIBLE FOR STARTUP, INSPECTORS' APPROVAL AND CLEAN UP. 0 X QT THERMOSTAT 1v'{ DUCT FLEX CONTROLS NOTE SD -1: 24 SUPPLY DIFFUSER RG -1; 24 °x24° RETURN GRILLE CEILING MOUNTED INLINE EXHAUST FAN. 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) CONNECT TO EXISTING SUPPLY AIR MAIN (VERIFY IN FIELD), CONNECT EXHAUST FROM TOILET EXHAUST FAN TO MALL EXHAUST DUCT MAIN (VERIFY IN FIELD), MECHANICAL SYMBOL LEGEND: NOTE. THE F ❑LL ❑WING SYMBOLS SHALL BE AS INDICATED, UNLESS NOTED OTHERWISE ON PLANS. r smith co. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206313.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.08.08 2426 Southcenter Mall Tukwila, WA 98188 Project Number 02008018,00 6294 Description MECHANICAL PLAN Computer File CW05- 2008— M1.DWG Scale AS NOTED Template 4.3 (120101) M - REGISTERED ARCHITECT EJ STATE OF WASHINGTON Architect Registration Issues By Check PERMIT KLS ryr/�S^'N iC r CITY OF TUKWILA MAR 1 7 2008 Arne raw 14e. rCr i ii1 \.+CISSC 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. 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 1 4 "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.P.) 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.L.A. 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 1,2,3,4,5,6,7 1,2,3,4,5,6,7 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 \_ 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 (XX "0) 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. FMB -1 500 (50) 5. CONTRACTOR SHALL NUMBER ALL FAN MIXING BOXES, SO 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) Obft-w I J ---- MAX. 5' -0" LONG (EXTENDED) ROUND FLEXIBLE DUCT CONNECTION SAME AS DIFFUSER NECK DIA. (1 -90° BEND. MAX.) MANUAL AIR VOLUME DAMPER W/ LOCKING QUADRANT (TYPICAL) TRANSITION TO ROUND WHEN REQUIRED (SEE PLAN) CEILING DIFFUSER (SEE PLAN) STANDARD DIFFUSER AND DUCT CONNECTION DETAIL 7 CLAMP (TYP) 2426 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 Project Number Description Computer File 02006088.00 Scale AS NOTED PERMIT 6294 Issues By Check RECEIVED CITY OF I UKi�vTLr� MAR 1 1 ZUUti PERMIT CENTER WESTFIELD SOUTHCENTER MALL GENERAL INFORMATION CW05- 2008- T1.DWG 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 dipclosed to any person, firm, or corporation for any purpose 3uhatsoever without the written permission of smith co. 11c. M -2 Architect Registration 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 IS 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 BEIIER 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 IS 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 BITUMASIIC. 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 TO, 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 LBS. 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 PWMBING 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. AFTER 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 PERMITTED 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 IS 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. C.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 IS 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: T1TUS, 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' -0" 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. 2426 Southcenter Mall Tukwila, WA 98188 m3.ta ci. 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 6294 RECEIVED 'wry O Tl K\NILA w PERMIT CENTER Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018,00 Description MECHANICAL SPECIFICATI ❑NS Computer File CW05- 2008— M3.DWG Scale AS NOTED Template 4.3 (120101) M -3 REGISTERED ARCHITECT 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. IIc. PLUMBING 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 #465STL 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 WT-I 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 UNE OF 1 1/2 DIAMETER OR LESS, AS INDICATED ON DRAWINGS, OR REQUIRED BY PLUMBING CODE. WCO ZURN -- WALL CLEAN OUT -CAST IRON CLEAN OUT TEE WITH BRONZE THREADED CLEAN OUT PLUG. PLUG TO BE GAS AND WATERTIGHT. WALL ACCESS PANEL - ZURN #ZANB- 1460 -9 9 "x9" WALL ACCESS PANEL AND FRAME: SMOOTH NICKEL BRONZE SECURING LUGS. GENERAL PLU \RING 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 FIT 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 VERIFIING 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 THIS 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 SO 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 WITH 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. WC TO TRAP PRIMER CONNECTION AT ED FD PROVIDE BALL VALVE. .. / ../e ......?- UNION LAV 2 WATER RISER DIAGRAM SCALE: N.T.S. 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 LAV Co EXTEND NEW 4" SS TO EXISTING SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. PROVIDE AND INSTALL .l l � 4" V.T.R. y k EXTEND NEW 4" 55 TO EXISTING SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. : 3" FD W /TRAP PRIMER SCALE: N.T.S. I 3 " > LAV 3" FD W /TRAP PRIMER LAV WCO WASTE RISER DIAGRAM PLUMBING PLAN SCALE: 1 /4" = 1' -0" Dos4i. 2426 Southcenter Mall Tukwila, WA 98188 smith Cc 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 Scale AS NOTED Template 4.3 (120101) P -1 5294 Description PLUMBING PLAN Computer File CW05- 2008— P1,DWG Architect Registration Issues By Check PERMIT KLS RFCEIVED CITY OF TUKVVILA MAR 1 7 2008 ®FRIMIT CFNITFRR 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.