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HomeMy WebLinkAboutPermit D08-240 - WESTFIELD SOUTHCENTER MALL - JUJUBES BOUTIQUE - IMPROVEMENTJUJUBES BOTIQUE 2867 SOUTHCENTER MALL D08 -240 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -240 Occupant /Tenant: JUJUBES BOUTIQUE Building Address: 2867 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: 131 a 75 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 2867 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: JUJUBES BOUTIQUE Address: 2867 SOUTHCENTER MALL , TUKVVILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: MARCIA PEDDICORD Address: 633 SOUTHCENTER MALL, TRAILER 3 , SEATTLE WA 98188 Phone: 206 802 -6071 Contractor: Name: SWINERTON BUILDERS Address: 260 TOWNSEND ST , SAN FRANCISCO CA 94107 Phone: 415 - 984 -1248 Contractor License No: SWINEB *992DR DESCRIPTION OF WORK: LANDLORD WORK FOR FUTURE RETAIL TENANT: NEW FINISHES, CEILING, AND FLOOR. Value of Construction: $220,500.00 Fees Collected: $3,657.48 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: HS Occupancy per IBC: 0019 doc: IBC -10/06 CitAbf 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 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 - 240 Issue Date: 06/03/2008 Permit Expires On: 01/13/2009 Expiration Date: 12/28/2008 D08 -240 Printed: 07 -21 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Water Main Extension: Private: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie City a 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 N N N The granting of this pe does not presume to give autho construction or the p - rfo ance of wor . I am a orize Signature: Print Name: doc: IBC -10/06 Fr(A Lx/2 ✓/ Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Permit Number: DO8 -240 Issue Date: 06/03/2008 Permit Expires On: 01/13/2009 Date: Date: End Time: Fill 0 c.y. Start Time: End Time: Public: Non - Profit: N Public: 6v ed this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. to violate or cancel the provisions of any other state or local laws regulating gn and obtain this development permit. — 7,7 /tea ,g This permit shall become null and void if the work is not ommenced 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 ins ction. D08 -240 Printed: 07 -21 -2008 Parcel No.: 6364200010 Address: 2867 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: JUJUBES BOUTIQUE Address: 2867 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: CityOf 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 DEVELOPMENT PERMIT Contact Person: Name: MARCIA PEDDICORD Address: 633 SOUTHCENTER MALL, TRAILER 3 , SEATTLE WA 98188 Phone: 206 802 -6071 Contractor: Name: SWINERTON BUILDERS Address: 260 TOWNSEND ST , SAN FRANCISCO CA 94107 Phone: 415- 984 -1248 Contractor License No: SWINEB *992DR DESCRIPTION OF WORK: LANDLORD WORK FOR FUTURE RETAIL TENANT: NEW FINISHES, CEILING, AND FLOOR. doc: IBC - 10/06 * * continued on next page ** Permit Number: D08 -240 Issue Date: 06/03/2008 Permit Expires On: 12/29/2008 Expiration Date: 12/28/2008 Value of Construction: $220,000.00 Fees Collected: $3,585.60 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 D08 -240 Printed: 07 -14 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City (*Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 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: Print Name: C /LO'e doc: IBC -10/06 Permit Number: D08 - 240 Issue Date: 06/03/2008 Permit Expires On: 12/29/2008 Date: 1 1 1- 1" I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perform • e of . ori, am aut • ed to sign and obtain this development permit. Signature: - Date: 9 44//7 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 -240 Printed: 07 -14 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: • City of Tukwila 2867 SOUTHCENTER MALL TURIN' JUJUBES BOUTIQUE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 -240 ISSUED 04/29/2008 06/03/2008 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: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: 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) 14: 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 doc: Cond -10/06 D08 -240 Printed: 07 -21 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: 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) 23: 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) 24: 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) 25: 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) doc: Cond -10/06 D08 -240 Printed: 07 -21 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 26: 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) 27: 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) 28: 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) 29: 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 Thkwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 30: 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. 31: Local U.L. central station supervision is required. (City Ordinance #2051) 32: 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) 33: 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) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 37: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D08 -240 Printed: 07 -21 -2008 doc: Cond -10/06 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us D08 -240 Printed: 07 -21 -2008 I hereby certify that I have this work will be complied The granting of this permit construction or the pe Signature: Print Name: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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. Date: - 7-2/-63 D08 -240 Printed: 07 -21 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 2867 SOUTHCENTER MALL TUKW WESTFIELD VANILLA BOX 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -240 ISSUED 04/29/2008 06/03/2008 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: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: 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) 14: 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 doc: Cond -10/06 D08 -240 Printed: 06-03 -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 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) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: 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) 23: 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) 24: 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) 25: 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) doc: Cond -10/06 D08 -240 Printed: 06-03 -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 26: 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) 27: 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) 28: 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) 29: 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) 30: 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. 31: Local U.L. central station supervision is required. (City Ordinance #2051) 32: 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) 33: 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) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 37: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D08 -240 Printed: 06-03 -2008 doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • D08 -240 Printed: 06 -03 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the perforpfan e of work. Signature: Print Name: doc: Cond -10/06 A- (,...( C-) 0 0- (1 e a . Date: D08 -240 Printed: 06-03 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 2867 SOUTHCENTER MALL TUB:W JUJUBES BOUTIQUE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -240 ISSUED 04/29/2008 06/03/2008 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: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: 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) 14: 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 doc: Cond -10/06 D08 -240 Printed: 07 -14 -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 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) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: 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) 23: 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) 24: 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) 25: 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) doc: Cond -10/06 D08 -240 Printed: 07 -14 -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 26: 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) 27: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 28: 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) 29: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New 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) 30: 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. 31: Local U.L. central station supervision is required. (City Ordinance #2051) 32: 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) 33: 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) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 37: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * * continued on next page ** D08 -240 Printed: 07 -14 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: _ Date: / /a/ /D$ Print Name: c 4 c, I c.4 doc: Cond -10/06 D08 -240 ordinances governing or local laws regulating Printed: 07 -14 -2008 Site Address: t7 cf 47 Se Lr)4j,1 a-71) 4 Tenant Name: We3/ g eed V4-4-7, f�ci New Tenant: Yes El „No Property Owners Name: We 51 " 4r i71Y1 Mailing Address: If L,. / f tI1 ffh 1 re, 81 i /c. V // f''f/ ('tS 14775eje t City CONTACT PERSON — who do we cont when your permit ready to be issued Name: Mailing Address:_ 6,33 E -Mail Address:_,j'h CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www. tukii'iln.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 ** Cou�,e /- / 7 le, 23 7 GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing'and Gas Piping (pg 5)). Company Name: 7 Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD _ All plans must be' wet stamped by Architect of Record Company Name: Mailing Address: • Contact Person: t ai S/)-?, (PApplications \Fomts- Applications On Line`3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No: Mech Pernut King Co Assessor's Tax No.: 634 1/1-1 -60 /2) a �� Floor: Suite Number: Day Telephone: State Zip 2 _ ? &2. - 6. 7( wA ' City ed7-4 LtJe t' Fax Number: City E -Mail Address: kJ —'-? i 7 ;Si ) 1 ee . l?Y ENGINEER OF RECORD AU plans must be wet stamped by Engineer of Record State Zip City Day Telephone: Fax Number: Expiration Date: State Zip 4. R1o9 State Zip Day Telephone: nc - �-4 7 3 - Fax Number: ..)- `Z C 4 - d 74d Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Page I of 6 . Existing Interior Remodel Addition to :. : :Existing :. . Structure New ,::Type, of • '" . Construction per . IBC Type of .' Occupancy per • " IBC ' P Floor 2' Floor - J R/3 - 8 lh 3`I. Floor 7 • Floors '.' • ° thru 'Basement ' Accessory Structure* Attached Garage , Detached Garage .. Attached Carport ` ' Detached Carport • Covered Deck Uncovered Deck ' • • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 40 D •OZ) Existing Building Valuation: $ / Scope of Work (please provide detailed information): �—a--YtP4/i1YGt c e -, n ) g h i A r Ce -; f" r � ��,• moor- h / e ��� Will there be new rack storage? ❑ Yes QA\pplications \Fomis- Applications On LineV -2006 - Permit Application.doc Revised: 9.2006 bh X .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq It): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No I f ''yes'. attach list o f materials and storage locations on a separate 8-1/2 x 11 "paper including quantities and Material Saf " ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. ❑ Other (specify) Page 2 of 6 Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate • PUBLIC WORKS PERMIT INFORMATION 206 -433 -0179 Scope of Work (please provide detailed information): rC 7 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided ❑ ... ValVue ❑ .. Renton ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Q:b \ pplications`.Fomts- Applications On Line3-2006 - Permit Application.dnc Revised: 9 -2006 bh WO # WO # WO # Private Private • Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage El .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance El .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) El ...Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billine: Name: Day Telephone: Mailing Address: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<I00K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >I00K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 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 Equipment - 1a)( let exh ' Air Handling Unit <10,000 CFM Incinerator — Comm/Ind • MECHANICAL PERMIT INFORMATION = 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: T/7) 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): $ / 6DDO d /Y Scope of Work (please provide detailed information): Per) VA'! &— P 7 74 Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ...X Replacement .... ❑ Fuel Type: Electric Gas....❑ Other: Indicate type of mechanical work being installed and the quantity below: Q:b\pplications'.Fomu- Applications On Line3-2006 - Permit Application.doc Revised= 9 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: ' Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent A 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 • • • PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 78Th J Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): / (1 6,-0 7v / / /e 6) 74' T'Gc r�P r P 7 fi Building Use (per Int'l Building Code): - B Occupancy (per Intl Building Code): rn Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applicanons%Farn s- Applicattons On Lme`3 -20t6 - Permit Application.doe Revised: 9 -2006 bit Sewer: Page 5 of 6 PERMIT APPLICATION NOTES = Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN e R • • AUTHO AG /lI ' Signature. Print Name: nwi -ice /4- Mailing Address: 63A fD 4�n4/ Date Application Accepted: 6t-t lqm kis Q:tApplications\Fomn- Applications On Lined3 -2006 - Permit Application.d ac Revised: 9 -2006 hh Date Application Expires: Day Telephone: City Date: ;- 4 Wv2-- 6,x7( Lv4 qVF7 State Zip Staff Initials: Page 6 of 6 n...• vrr•c•mc r RECEIPT NO: R08 -02677 Initials: JEM User ID: 1165 Payee: DAVID R. WORLEY SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http:/lwww.dttikwila.wa.us D08 -143 71.88 D08 -168 618.36 D08 -169 60.00 D08 -218 71.88 D08 -219 60.00 D08 -221 60.33 D08 -225 60.33 emugain 71.88 M08 -081 60.00 M08 -082 60.00 M08 -083 60.00 M08 -095 71.25 M08 -112 120.00 M08 -113 60.00 M08 -114 60.00 M08 -115 60.00 M08 -116 60.00 M08 -124 60.00 TOTAL: 1,745.91 SET RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 1115 1,745.91 TOTAL: 1,745.91 Account Code Current Pmts Payment Date: 07/21/2008 Total Payment: 1,745.91 SET ID: 0717 SET NAME: WESTFIELD REVISIONS 109 07/21 P10 TOTAL 1745=91 a, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http.• //www. ci. tukwila. wa. us BUILDING - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES City of Tukwila 000/322.100 360.40 000.322.102.00.0 669.00 000/345.830 716.51 TOTAL: 1,745.91 Payee: CHAD CONE ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Initials: WER Payment Date: 07/14/2008 02:18 PM User ID: 1632 Balance: $0.00 Parcel No.: 6364200010 Permit Number: D08 -240 Address: 2867 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 04/29/2008 Applicant: JUJUBES BOUTIQUE Issue Date: 06/03/2008 Receipt No.: R08 -02549 Payment Amount: $60.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1159 60.00 RECEIPT Account Code Current Pmts 000/345.830 60.00 Total: $60.00 4783 07/14 9711 TOTAL 180.00 doc: Receiot -06 Printed: 07 -14 -2008 Receipt No.: R08 -01913 Initials: WER User ID: 1655 Payee: DAVID WORLEY ACCOUNT ITEM LIST: Description doc: Receiot -06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http.• / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8050 2,138.50 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Parcel No.: 6364200010 Permit Number: D08 -240 Address: 2867 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 04/29/2008 Applicant: WESTFIELD VANILLA BOX Issue Date: Account Code Current Pmts Payment Amount: $2,138.50 Payment Date: 06/03/2008 01:15 PM Balance: $0.00 2,134.00 4.50 Total: $2,138.50 3202 06/03 9711 TOTAL 2999.50 Printed: 06 -03 -2008 r�.... 17FMCV rc_na RECEIPT NO: R08 -01410 Initials: JEM User ID: 1165 Payee: WESTFIELD SET ID: 5000001016 SET NAME: Tmp 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 D08 -240 1,387.10 EL08 -492 205.00 M08 -124 165.25 PG08 -139 38.00 TOTAL: 1,795.35 TRANSACTION LIST: Type Method Description Payment Check 06012497 1,795.35 TOTAL: 1,795.35 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT • Payment Date: 04/29/2008 Total Payment: 1,795.35 Amount Account Code Current Pmts 000.345.832.00.0 205.00 000/345.830 1,590.35 TOTAL: 1,795.35 1821 04/30 9711 TOTAL 1795.35 Projecs (41.4d 11 t Type of Inspection: - Fs NIA) \..) Address: Date Called: Special Instructions: Date Wanted: 7 Z 3 - Cam p.m. Requester: Phone No: INSPECTION NO. 00 REINSPECTION F p id at 6300 Southcenter RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION R- PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 ",Approved per applicable codes. Corrections required prior to approval. 'Date: REDUI . R Prior to inspection, fee must be d., Suite 100. Call to schedule reinspection. COMMENTS: 4 'i� rdl� `-evA eL E fry (7) pm,jAary r}p p,edvo Iflspect B (Receipt No.: 'Date: • Project: -Zt bF s r Type of Inspection: t= (AM L. Address: 26 7 w1 Date Called: Special Instructions: Date Wanted: 7— 2 3 _ aE p.m. Requester: Phone No: INSPECTION RECORD I Retain a copy with permit NO. PERMIT NO. / CITY OF TUKWILA BUILDING DIVISION ? 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 q $60 s %REINSPECTION FEE REQUIRED. Prior to inspection, fee must be par at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. El Approved per applicable codes. Corrections required prior to approval. COMMENTS: j4 . bk. sltoc-k. Inspector: Date: Receipt No.: 'Date: Project: Vk' 5 Type of Inspection ■ Address: a 741 Motu Date Called: Special Instructions: Date Wanted: 7 17 r b a m. P• Requester: Phone No: 2DU - 7a2 oils 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: 0 A 1 lnspector INSPECTION RECORD Retain a copy with permit PERMIT NO. 'Date: .10 /6i El $60.00 REINSPECTION FEE REOUIhED. Prior to inspection, fee must be. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. b 'Receipt No.: 'Date: ik Projgyti---. T e of Inspection: Address 2. 1 m a i k Date Called: �. Special Instructions: Date Want ed - _ l / Q�j p.m. Requester: Phone No: c pc9-0(0- ( j -oZ-IC ,47,) 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 008-zLI v PERMIT NO. CITY OF TUKWILA BUILDING DIVISION It- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • (206)431 -3670 IC Approved per applicable codes. El Corrections required prior to approval. COMMENTS: $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: Pro : • ` �77 /,mss' e Ty ,of Inspection: z/ tiac� (k;4;/ Ad ,ress� - 7 ^ n , / � Date Called: Special Instructions: . 36a' ' Date anted: / — / /'_4 C � Requester: -'5 -& 47. - INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3670 Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit DOte 2t/ PERMIT NO. El Corrections required prior to approval. U $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: 'Date: Receipt No.: 'Date: COMMENTS: C4Ce.tt 4 Project: Mau. t3eS Type of Inspection: Addres s �fet# 7 // Date Called: Special Instructions: A / Date Wante , , / D i P.m. Requester: Phone No: _ 3 4 0 .3 94e 637 INSPECTION RECORD Retain a copy with permit INSPECT N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 LI $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. DOR- 296 4 Approved per applicable codes. El Corrections requi d prior to approval. CO MMENTS: 11.1 .. F' % s art,v6 PC O latek RA) & Vetter L., 5 Inspector: ft h C \--" 1Date: 9/0).1 0 Receipt No.: 'Date: Projects e/I i s' Type O Inspection: nv6 A 7 , 91/ Date Called: _ Special Instructions: Date Wanted: 6 r 2- 7 - �ity p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD' Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION TZ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 El Approved per applicable codes. Corrections required prior to approval. COMMENTS:y /4 Pte 5.5 /WM, 5 Farr ed,)ai/ cS rear d b q ( A/4,//,-- r e64,50,01 GUM.v /)., i . Dater / may? / ri $60. If EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: e j . 1 • • Pro je t: � , / 6 Type of Ins ection: /c)y/72/A/6 Ad es • 67 in/i9 // Date Called: Special Instructions: Date rtec / _ A t� , p.m. Requester: Phone No ,_36O - ..J'/' ------ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 ['bp per applicable codes. Corrections required prior to approval. COMMENTS: CmCiti Pk Pk> 41iht. LA. XL- 441 CO WV* l-0R.r Dig b la-c\ 604 s 1420\ 0.4 S1 L Inspector: 04444. c �V6 ,Date: cp s L1 $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: Proj/tl ® � �} A/ Type of Ins ,Q A es G ? ,1/I Date Called: Special Instructions: Date ted: /Z 6, - (`a 11 `b- Requester: P e lJQ "_ 4/6) _ 639 V INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION tV- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. `y COMMENTS: 7/4_ Yet i t f t -fP, f- 4hj/S exce `k 5 (4 ) c. or in io,r C wo+ - cema f k > Inspector: ,/f Q $60. EIN SPECTION FEE R Date: � /z f sd ❑ EOLliRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd:; Suite 100. Call to schedule reinspection. Receipt No.: Date: rr i 7, COMMENTS: p 0. _ Type of Inspection: >` /? S'ty /'t/ / / i t't/ /S iii l_ // #''' 1 i/ f 1/1/< t/ f � .2r G,/ r �_ �! /' Requester: Phone No: J a e ?"- ,4W /4 kvilv-- � )4 ;71 49 .r.--6q t vi Projg�ct: �/l.� - � - � � 1"4- Type of Inspection: >` /? S'ty /'t/ Address: - 6 ? M g/ / Date Called: Special Instructions: Date W nted: Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 8 PERMIT Nor CITY OF TUKWILA BUILDING DIVISION 'IL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. EJ Corrections required prior to approval. Date 0 REINSPECTION FEE ' UIRED. Prior o inspection. fee must be Suite 100. Call the schedule reinspection. d at 6300 Southcenter B Receipt No.: I Date: = �._. COMMENTS: rA Type�fs�e / iV � Addres 7 Aen // f ew— �',, /_ 01 6 % o - ai- . "l.✓, [...4.1a .e At w14 N,4 ,'h K c Nofic. ; c tctfr - 14. ., cifp r eel .4 13 .y v i I !'�.+ ✓l j Project ��� Type�fs�e / iV � Addres 7 Aen // Date Called: Special Instructions: Date Wanted: // (� 4 / ` Q 2 a.m. Requester: Phone No 'G 39E 'J_2 -- INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. LI $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: Approved per applicable codes. Corrections required prior to approval. 1• Project: Sprinklers: Fire Alarm: )- t of Inspection:: Address: cg t, Suite #: 5. �_. _ 4 1 G Contact Person: Special Instructions: 10 Occupancy Type: - i Phone No.: Needs Shift Inspection: V Sprinklers: Fire Alarm: )- Hood & Duct: k" Monitor: , t4 ). p0 Pre -Fire: l Permits: 10 Occupancy Type: - i CITY OF TUKWILA FIRE DEPARTMENT East Tukwila Wa. 98 88 206- 575 -4407 V9 - Approved per applicable codes. COMMENTS: e/C Inspector: Date: _ = l r f & H INSPECTION NUMBER Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit 1/13/06 PERMIT NUMBERS Corrections required prior to approval. $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: -j- ,E.7 Type of Inspection: F'1\ / W\t4 Address: 28tT Suite #: 5. C , MALL Contact Person: Special Instructions: Permits: 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 o i? - 2 0 M0Z R4 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Inspector: J pproved per applicable codes. Word /Inspection Record Form.Doc Date: Corrections required prior to approval. COMMENTS: Not.. --- o ,L 1- G1�F 1 "'YW VkL 0{L OK - to i ;)C)- Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 Project: ���1 -mac Sprinklers: . - Fire Alarm: Hood & Duct: Type of Inspection: ✓c 55 ) t N Address: v Suite #: ', S . c .. t- trt Contact Person: . Special Instructions: Phone No.: Needs Shift Inspection: - Sprinklers: . - Fire Alarm: Hood & Duct: Monitor: Pre -Fire: . Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila; Wa. 98188 206 =575 -4407 L ! proved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS I I Corrections required prior to approval. COMMENTS: e'V 55 --o(c - • • Inspector: Date:7 / 6 Hrs.. ( • L i $80.00 REINSPECTION' FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department: Call to schedule a reinspection. ' L• i Word /Ispection Record Form.Doc 1/13106 T.F.D. Form F.P. 113 Project: U pr, VI ) , ,i--$.41/ " Type of Ins ection : k f..3_ -PA kito\e-ck. Address: Suite ###: Co act Pe n: Special Instructions: Phone No.: Pre -Fire: Needs Shift Inspection: Sprinklers: Fire Alarm : Hood & Duct: ; Monitor: Pre -Fire: / Permits: Occupancy Type INSOECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Ti J EA Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OI TUKWhLA FIRE DEPARTMENT Word/Inspection Record Form.Doc 1/13/06 A PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: 5 6 ) n1 ut © / . 1 ° Juzi ' 'e S E i 564-(0.0) 0.oii,-- /0A- i i c- 04, r Y Date: 7//f l . Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: /, 6, L A to' 1 64 5t0. f ( Type of Ins ection: Address: 3 6 Suite #: � c. pi ,.L Contact Person: Special l Instructions: Phone Needs Shift Inspecction: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: nspector: INSPECTION NUMBER VI - Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 =4407 COMMENTS: d o l b, b b f20 D a36 t • ... I Date: Word/Inspection Record Form.Doc 1/13/06 5' PERMIT NUMBERS n Corrections requiredorto approval. . Hrs.. a. n $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: Vka■tt LL g OX Sprinklers: . Type of Inspection: 5 e4 I tA 11._, Address: 1.061 Suite #: '5 . C . Mtb--- Contact Person: C 14- • D Special Instructions: Permits: • Phone No.: Needs Shift Inspection: Sprinklers: . Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: • Occupancy Type: • .. INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. COMMENTS: Wel° Tite‘A-&,-- OL-- - -• • ' . • • -4 ..10111: t • t • • +, • .7.r ; _ _ • ins r: 411 iz • Date: f l • Word/Inspection Record Form.Doc 'DOt PERMIT NUMBERS n Corrections required prior to approval. 1/13/06 T.F.D. Form F.P. 113 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from of Tukwila Finance Department. Call to schedule a reinspection. Project Info Project Address 2867 Southcenter Mall Date 4/28/2008 Tukwila, WA 98188 For Building Department Use Applicant Name: Keith Smith Applicant Address: 1725 Westlake Ave. N, Suite 210 Applicant Phone: Seattle, WA 98109 2006 Washington State Nonresidential Energy Code Compliance Form L_ Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms FILE COPY REVIEWED FOR CODE COMPLIANCE APP'.OVED MAY 2 2008 City Of Tukwila BUILDING DIVISION Revised July 2007 RECEIVED CITY OF TUKWILA APR 2 9 2008 PERMIT CENTER Project Info Project Address 2867 southcenter Mall Date 4/28/2008 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 103 ❑ New Building ❑ Addition '' Alteration ✓ Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft " Area in ft Allowed x Area 101 retail 1.50 5747.0 8620.5 103 stock room 0.50 513.0 256.5 104 toilet 0.80 130.0 104.0 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 8981.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 101 Ll - CANOPY MTD. LINEAR FLUORESCENT 36 96.0 3456.0 101 12 - RECESSED FLUORESCENT 13 26.0 338.0 103 Ll - CANOPY MTD. LINEAR FLUORESCENT 6 96.0 576.0 104 Ll - CANOPY MTD. LINEAR FLUORESCENT 2 96.0 192. Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 4562.0 Anterior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 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` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools 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 Gymnasia, assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference /exhibition hall' 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: O Warehouses, storage areas or aircraft storage hangers 0 Other Q ualification 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 lam s, b reflector ) P ) or louvers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 TABLE 15 -1 Unit Liahtina Power Allowance (LPA 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. Lighting Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 2867 Southcenter Mall 'Date 4/28/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required 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 types, 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 'M_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: Project Info Project Address 2867 Southcenter mall Date 4/28/2008 Tukwila, WA 98188 For Building Department Use Applicant Name: Keith L. Smith Applicant Address: 1725 WestlakeAve. N., Suite 210 Applicant Phone: Seattle, WA 98109 Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form FILE C Fi Permit No. c trr3VC1 13 i,r r r r 1 e+4r ( 'f • art REVitWED FOR CODE COMPLIANCE A P 'OVED MAY 2 `-, 2008 Q/ City Of Tukwila BUILDING DIVISION Revised July 2007 CITY OF TUKWILA APR 2 9 2008 PERMIT CENTER Pak 0 Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP HP /BHP Flow Control Location of Service EF -1 GREENHECK SP-B110 100 9500 80 W CV M -1 Applicant Name: M -1 FMB -5 TITUS DTFS SIZE D 1500 3000 Econo Suite 210 N -1 Seattle, WA 98109 Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location FMB -4 TITUS DTFS SIZE D 9500 2000 Econo Applicant Name: M -1 FMB -5 TITUS DTFS SIZE D 1500 3000 Econo Suite 210 N -1 Seattle, WA 98109 Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency FMB -4 TITUS 3 Applicant Name: Keith L. Smith FMB -5 TITUS 3 1725 weetlakeAve. N., Suite 210 Applicant Phone: Seattle, WA 98109 Project Into Project Address 2867 Southcenter mall Date 4/28/2008 Tukwila, WA 98188 For Building Dept. Use Applicant Name: Keith L. Smith Applicant Address: 1725 weetlakeAve. N., Suite 210 Applicant Phone: Seattle, WA 98109 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ig Includes Plans Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 'If available. 2 As tested accord ng to Table 14 -1A through 14-1G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). Revised July 2007 Compliance Option ® Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? ❑ Economizer included? If Heating Only: ❑ 5000 cfm <5000 ❑ <70 /o outside air? <70% I Mechanical Summary (back) MECH -SUM I Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. 2006 Washington State Nonresidential Energy Code Compliance Form Simple System Allowed (section 1420) otal Ca . wo economize <240,000 Btuh or 10 %? Heating Only No Reference Section 1421 Yes — Heating /Cooling or Cooling Only Reference Section 1423 Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. IVle,chanical 2006 Washington State Nonresidential Permit Plans Checklist ; MECH -CHK Energy Code Compliance Forms Revised July 2007 Project Address 2867 Southcenter mall 'Date 4/28/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M - 2 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M-1 1412.2 Deadband control Indicate 5 degree deadband minimum 1412.3 Humidity control Indicate humidistat 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage 1412.4.2 Optimum Start Indicate optimum start controls 1412.5 Heat pump control Indicate microprocessor on thermostat schedule 1412.6 Combustion htg. Indicate modulating or staged control 1412.7 Balancing Indicate balancing features on plans 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas 1422 Thermostat interlock Indicate thermostat interlock on plans 1423 Economizers Equipment schedule 1413 Air economizers 1413.1 Air Econo Operation Indicate 100% capability on schedule 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance 1413.3 Integrated operation Indicate capability for partial cooling 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems 1414.1 Duct sealing Indicate sealing necessary 1414.2 Duct insulation Indicate R -value of insulation on duct 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements 1416.2.1 Commissioning Provide commissioning plan 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report 1434 Separate air sys. Indicate separate systems on plans yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. 1441 Elec. water heater Indicate R -10 insulation under tank 1442 Shut -off controls Indicate automatic shut -off 1443 Pipe Insulation Indicate R -value of insulation on piping 1452 Heat Pump COP Indicate minimum COP of 4.0 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool heater controls Indicate switch and 65 degree control 1454 Pool covers Indicate vapor retardant cover 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form no is circled for any question, provide explanation: June 19, 2008 Marcia Peddicord 633 Southcenter Mall Trailer #3 Tukwila, WA 98188 RE: Letter of Incomplete Application # 1 — Revision #1 Development Permit Application D08 -1240 Westfield - Vanilla Box — 2867 Southcenter Mall Dear Ms. Peddicord, This letter is to inform you that your revision to your permit application received at the City of Tukwila Permit Center on June 13, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the following comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Si cerely, Brenda Holt Permit Coordinator Enclosures File: D08 -240 • City f `iii P:\Permit Center\lncomplete Letters\2008\D08 -240 Incomplete Ltr #1-Rev # 1.DOC jem • Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • . Determination of Completeness Memo Date: June 17, 2008 Project Name: Westfield Vanilla Box Permit #: D08 -240 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The revision to the vanilla box indicates interior tenant improvements (TI). The vanilla box permit shall be for a store shell enclosure only. Tenant improvements for these spaces shall be under a separate permit. Final inspections shall be complete for the shell vanilla box permit prior to starting work on the TI. Apply for a TI permit, providing the name of the tenant, occupancy type, and all relative details with specifications for that tenant. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. ACTIVITY NUMBER: D08 -240 PROJECT NAME: JUJUBES BOUTIQUE SITE ADDRESS: 2867 SOUTHCENTER MALL Original Plan Submittal DATE: 07 -14 -08 Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: I ; Ing P bl ic Works b (tif.�� 4 -' 11-D U D ERMINATION OF COMPLETENESS: Comments: • TUES/THURS R UTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: C Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP �0 / 1 Fire reve' ntion Structural MPLETENESS: (Tues., Thurs.) Incomplete ❑ Structural Review Required Approved with Conditions PlA Division L Permit Coordinator DUE DATE: 07 -17 -08 Not Applicable 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: T1 DUE DATE: 08 -14 -08 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -240 DATE: 06 -30 -08 PROJECT NAME: JUJUBES BOUTIQUE SITE ADDRESS: 2867 SOUTHCENTER MALL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: ci 1' Bui •(ng + v ion u Public Works Complete Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION 0 COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -03 -08 Incomplete n Permit Center Use Only• • •r : • • • .. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required n ❑ Permit Coordinator DATE: DUE DATE: 07 -31 -08 Not Approved (attach comments) n DATE: Planning Division Not Applicable Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -240 DATE: 06 -13 -08 PROJECT NAME: WESTFIELD VANILLA BOX SITE ADDRESS: 2867 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # ' I After Permit Issued D PARTMENTS: PubF. Wor s DETERMINATION ION Or COMPLETENESS: ENESS: (I ues., I nur .) ing Complete Comments: • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP (o q11 NIA U Fire Prevention Structural ❑ Incomplete u 4- Planning Division Permit Coordinator DUE DATE: 06 -17 -08 Not Applicable ❑ Permit Center Use Only �,y� INCOMPLETE LETTER MAILED: �VV LETTER OF COMPLETENESS ED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 n DATE: DATE: DUE DATE: 07 -15 -08 L.1 Not Approved (attach comments) n PLAN REVIEW /ROUTING SLIP HERMIT COORD COPY • ACTIVITY NUMBER: D08 -240 DATE: 04 -29 -08 PROJECT NAME: WESTFIELD VANILLA BOX SITE ADDRESS: 2867 SOUTHCE3NTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS. � _ B�iilding Division Z. M WIL c r o ? �II I Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Incomplete n n r L1A- 5 le Planning Permit Coordinator Ti DUE DATE: 05-01-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Structural Review Required I I No further Review Required I DATE: DUE DATE: 05-29-08 Approved Ti Approved with Conditions I( Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INIT ALS ISSUED DATE STAFF I IT ALS STAFF INITIALS - -o ,1. Summary of Revision: C , k ,nt,e A.6 1 (IA 9 ` Ni %4:!t 2 %cg r y i r 44 , r „4, Received by: Received by: 6 , _ , .w o ✓ ( Summary of Revision: F 1;.r„ .4,,4e ( l ) ine64-,- .do,,,,, a,A r Sv rpow. Received by: C 61. e net e REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF I IT ALS 2 Summary of Revision: C , k ,nt,e A.6 1 (IA 9 ` Ni %4:!t 2 %cg r y i r 44 , r „4, Received by: Received by: 6 , _ , .w o ✓ ( REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: URA 1111 10,>c SITE ADDRESS: c iRt D 7 S.C. MALI REVISION LOG 411 PERMIT NO: (DU ORIGINAL ISSUE DATE: _ (p -3 -p r (please print) (please print) (please print) (please print) (please print) • City of Tukwila lapplicationslforms- applications on Iinelrevision 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 / le/4.f Plan Check/Permit Number: De ( — 2 `/ ) Steven Al Mullet, Mayor Steve Lancaster, Director ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # [/ Revision # 2- after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: JG jid s X 7 6,04 4€ 1 e r/a, [A/e.STi ek I�-c...' //4 Project Address: cc 2 ?C Vp ce ?cc—de,- 1114 / 1 7 Contact Person: /')'t Q.4-c t mot„ p ,a,>f i ce -( Phone Number: $ / s---4/e) 2 - - 8,2-3 Summary of Revision: eh4-ni e V'a , , fox 4 Te ra,., t M' rn F x /rte ?iC[ n a ���e /� re ec i V."-es S J4_ I a�i % /S. Re ` C e !, `ye �✓l) . y i P/ r t.Q I ' e c /cJ- /O � i 1', Me e 4 X <i co / C.�..e/ /G 4»L/kJ sky fit c.4 Work /v be. refe 6y kr) //4 s /4 L : RG!` x � 10 J 4 CC S oY/ e. s 0 c c.0 J eGrz 77r4— m - . arr. 3,8ia (54 kg ...4,/s40 s �C• 44,9 eLr, C.7 L-gad : i/ / l zca e�-t. �!r� • T 5 0 4 ern OF �u�nnu Sheet Number(s): A -1. / 3 JUL 1 4 2008 "Cloud" or highlight all areas o revision including date of reXisio Received at the City of Tukwila Permit Center by: N'Entered in Permits Plus on 7 PERMn CENT': • 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 Project Name: WESTFIELD - VANILLA BOX Project Address: 2867 Southcenter Mall Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications \forms - applications on Iine\revision submittal Created: 8 -13 -2004 Revised: INCOMPLETE • Contact Person: Marcia Peddicord Phone Number: e /i ^ %z- g123 4. REVISIO SU'BIVIITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: b /30 /o Si Plan Check/Permit Number: D08-240 C • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Summary of Revision: 1-7 ciet-a 7 .k- • 5 • Li 7 e- CITY OF TUKVOLA JUN 3 0 2008 r iarw raiNISP Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision • 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: �//3/a Plan Check/Permit Number: D I> 8 - --� `f O f` ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # IIKRevision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: W /-•34" e,( d \f a/ri . ; 114 86Y Project Address: 2 Y( t y� C am, e,_ 1224 /1 Contact Person: ThQ,Vr c 4eli 1 Phone Number: Summary of Revision: Rev. i s : .erin e....14 el dtzv 7 �e.7 rte,) --) ,4dd r4' /, � � / m 4 n i f 4) Re. 2J� e de-; / // �C� �a�/ eeP 70 .f ae-; L e /-2) a.062 ( r e SS C ern J, /LS �a �.�a�7L /1 6hee,4-4-4. Ad.e Sheet Number(s): ,4 4 -2 -.3 ,4-- Al -S" j A -� "Cloud" or highlight all are4s of revision inclu date o revision Steven M. Mullet, Mayor Steve Lancaster, Director c2b6- -667/ GCCEIVEn CITY OF TUKWIIA JUN 13 200 ,Erpp1T rANITER Received at the City of Tukwila Permit Center by: ‘Er in Permits Plus on 12- 'o b lapplications\forms- applications on Iinelrevision submittal Created: 8 -13 -2004 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 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 a V- Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 km 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 Print or Type X567 & 1924. f/ Property Street Address 'ref_ kid) / GSA- 5e/0 City State ZIP 14 Psi-4'e A Owner's Name Subdivision Name Lot # Subdiv. # Building Name (if applicable) ( IL ) g'o2.-67./ Owner's Phone Number (with Area Code) Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units __ 20 RCE Block # P roperty Contact Phone Number (with Area Code) Owner's Mailing Address 133 S kMele --t 4,- Tia E ' L-e) 1$/ A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units A B For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # L.34 i2c - GG /O 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 so a circumstances. Demolition of pre - existing building? ❑ Yes ' J Was building on Sanitary Sewer? ❑ Yes 'sd'IVo Was Sewer connected before 2/1/90? ❑ Yes t to 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 Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) = 187 C. Total Residential Customer Equivalents: (add A & B) RCE t y i.fll CE NT RCE RECEIVED CITY OF TUKWII.A APR 2 9 2008 Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Date 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, Electrician 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 06/03/2008 PROJECT GENERAL NOTES 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 SI%AB, UNLESS NOTED OTHERWISE. 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDER I STOOD 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 NOT FOR LOCATION OF WATER RESISTANT GWB. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROQIVIS, 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 3,00 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 AND /OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP MATERIAL. 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. FOR ADDITIONAL ABBREVIATIONS SEE OTHER DESIGN DISCIPLINES ACOUS. ADJ A.F.F. ALUM ANOD. APPROX. BD. B.F.F. BLDG. BLK. BLK'G. BM. BOT. BTWN. CB C.G. C.I. C.I.P. C.L. CLR. CLG. CMU COL. CONC. CONT. CONSTR. CONTR. G.T. DBL DIM. DTL. D.F. D.S. DWG. EA. E.F.S. E.I.F.S. ACOUSTICAL ADJUSTABLE, ADJACENT ABOVE FINISHED FLOOR (SLAB) ALUMINUM ANODIZED APPROXIMATE BOARD BELOW FINISHED FLOOR (SLAB) BUILDING BLOCK BLOCKING BEAM BOTTOM BETWEEN CATCH BASIN CORNER GUARD CAST IRON CAST IN PLACE CENTER LINE CLEAR CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS CONSTRUCTION CONTRACTOR CERAMIC TILE DOUBLE DIMENSION DETAIL DRINKING FOUNTAIN DOWNSPOUT DRAWING EACH EXTERIOR FINISH SYSTEM EXTERIOR INSULATION AND FINISH SYSTEM ELEV. ELEC. ENCL. EQ. EXH. EXIST. EXP. EXT. F.D. FDN. FF FHS FL. F.I.O. FIN. F.R.P.P. PANEL(S) FRT. FTG. GA. GALV. G.C. GWB H.B. H.C. H.M. HORIZ. H.P. HT. HTR. HVAC IBC INSUL. INT. JT. /JTS. ELEVATION ELECTRICAL ENCLOSURE EQUAL EXHAUST EXISTING EXPANSION EXTERIOR FLOOR DRAIN FOUNDATION FACTORY FINISH FLAT HEAD SCREW FLOOR FURNISHED AND INSTALLED BY OWNER FINISH FIBER REINFORCED PLASTIC ADDRESS: FIRE RETARDANT TREATED FOOTING GAUGE GALVANIZED GENERAL CONTRACTOR GYPSUM WALLBOARD, GYPSUM BOARD HOSE BIBB HANDICAPPED HOLLOW METAL HORIZONTAL HIGH POINT HEIGHT HEATER HEATING, VENTILATION, AND AIR CONDITIONING INTERNATIONAL BUILDING CODE INSULATION INTERIOR JOINT, JOINTS CONSTRUCTION TYPE OCCUPANCY GROUP APPLICABLE CODES: NUMBER OF EMPLOYEES OCCUPANCY SQ. FOOTAGE TOTAL OCCUPANT LOAD BUILDING: ON SITE: NO WORK L. LAM. L.F. LIQ. L.P. LT.WT. MAS. MAX. M.B.S. MECH. MFG. MFR. M.H. MIN. M.I.P. MISC. M.O. M.R. MULL. MTD. MTG. MTL. N.I.C. NOM. N.T.S. O.A. O.C. O.D. O.H. OP'G OPP. PTN. PERP. PL. PLAS.LAM. PLYWD. PLBG. PNL. 2867 MALL, TUKWILA, WA 9 DIRECTORY PROJECT DATA 2867 SOUTHCENTER MALL TUKWILA,,,WA 981.88 2888 " EXISTING/ NEW CONSTRUCTION TYPE: TYPE II -B UNPROTECTED NONCOMBUSTIBLE PRIMARY OCCUPANCY: M- MERCHANTILE INCIDENTAL OCCUPANCY: GROUP S1 2006 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2006 NATIONAL ELECTRIC CODE WITH WASHINGTON STATE AMENDMENTS CHAPER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER - FREE DESIGN INCLUDING ICC /ANSI A117.1 - 2003 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE 2006 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ALL LOCAL ORDINANCES HAVING JURISDICTION NA 3877 SQ. FT. 51 - STOCK 658 SF /300= 3 M - SALES 3819 SF /30 = 128 131 MERCHANTILE- RETAIL SEPARATE SUBMITTALS FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. SCOPE OF WORK 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. ARCHITECTURAL ABBREVIATIONS LONG, LENGTH LAMINATE, LAMINATED LINEAR FOOT, LINEAL FOOT LIQUID LOW POINT LIGHT WEIGHT MASONRY MAXIMUM METAL BUILDING SUPPLIER MECHANICAL MANUFACTURING MANUFACTURER MANHOLE MINIMUM METAL INSULATTED PANEL MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MULLION MOUNTED MOUNTING METAL NOT IN CONTRACT NOMINAL NOT TO SCALE OVERALL ON CENTER OVERFLOW DRAIN OVERHEAD OPENING OPPOSITE PARTITION PERPENDICULAR PLATE, PROPERTY LINE PLASTIC LAMINATE PLYWOOD PLUMBING PANEL, PANELING PR. PROJ. PRV P.T. Q.T. QTR. R R.C. R.C.P. R.D. R.L. RECD. REFRIG. REINF. REQ'D. R.O. SCHED. S.C. SHT. SIM. S.I.O. S.I.V. S.O.I.C. SQ. S.S. SST STD. STL. STRUCT. SUSP. SYS. T T.O.J. T.O.M. T.O.P. JUJUES T PAIR PROJECT PRESSURE REDUCING VALVE PRESSURE TREATED QUARRY TILE QUARTER RADIUS REFRIGERATION CONTRACTOR REFLECTED CEILING PLAN ROOF DRAIN ROOF LEADER RECEIVED REFRIGERATION REINFORCING REQUIRED ROUGH OPENING SCHEDULE SOLID CORE SHEET SIMILAR SUPPLIED AND INSTALLED BY OWNER SUPPLIED AND INSTALLED BY VENDOR SUPPLIED BY OWNER INSTALLED BY CONTRACTOR SQUARE SERVICE SINK, SANITARY SEWER STAINLESS STEEL STANDARD STEEL STRUCTURE, STRUCTURAL SUSPENDED SYSTEM TREAD, TOP TOP OF JOIST TOP OF MASONRY TOP OF PARAPET 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 & PLUMBING: EL CTRICAL: MALL MECHANICAL & ELECTRICAL ENGINEERS: TENANT COORDINATION MALL MANAGEMENT T.O.S. T.O.W. T &B TEL. TEMP. TYP. UTIL. U.B.C. U.N.Q. V.C.T. VERT. V.I.F. W/ W/O WD. WDW. WHS. W.P. W.R. WT. W.W.F. Y.D. JRED Engineering, Inc. 5608 Charlesworth Dearborn Hts., MI 48127 313 - 565 - 5580 t 313 -565 -9818 f JRED Engineering, Inc. 5608 Charlesworth Dearborn Hts., MI 48127 313 -565 -5580 t 313- 565 -9818 f MONTROSS & ASSOCIATES, A.P.C. 2081 BUSINESS CENTER DRIVE, SUITE 218 IRVINE, CA 92612 (949) 553 -9005 T (949) 553 -9007 F CONTACT: PAUL TERNSTROM WESTFIELD CORPORATION TENANT COORDINATION - SOUTHCENTER 14TH FLOOR, 1161 WILSHIRE BLVD. LOS ANGELES, CA 90025 (310) 478 -4456 T (310) 575 -5991 F Josh Kimmel (310.893.4761 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 (206) 246 -0423 T TOP OF STEEL TOP OF WALL TOP AND BOTTOM TELEPHONE TEMPERED GLASS TYPICAL UTILITY UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD WITH WITHOUT WOOD WINDOW WELDED HEAD STUD WATERPROOF WATER RESISTANT WEIGHT WELDED WIRE FABRIC YARD DRAIN OUTIUE SYMBOLS NORDSTROM 1 ILLUMINATED SIGNAGE SHOULD BE CONTROLLED BY TIME CLOCK, LIGHT LEAKS FROM CASEWORK NOT PL`RMIITTED. LANDLORD MUST APPROVE, IN WRITING, ALL PROPOSED SIGNAGE PRIOR TO FNSTALLATION. 2. ALL CABLING AND WIRES TO BE CONCEALED. AUDIO WILL NOT BE PERMITTED. • 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 TIME UTILITY SERVICES PROVIDED. 7 FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2 ". TENANTS WITH HIGH WATER USAGE SHALL PROVIDE AND INSTALL A DOMESTIC WATER SUB- METER. TENANTS SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE. WATER PIPING SHALL BE TYPE 'L' HARD COPPER TUBE ABOVE GRADE AND TYPE 'K' SOFT COPPER TUBE BELOW GRADE. WATER HEATERS SHALL BE ELECTRIC. $ FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO INSTALL AN EARTHQUAKE VALVE. 9 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. DETAIL ' DETAIL IDENTIFICATION 3 D CUT LINE - DEFINES THE ETAILED ELEMENT \A8.01 �- `SHEET WHERE DRAWN WALL SECTION - - - -_. DETAIL IDENTIFICATION ` CUT LINE - DEFINES THE \ ELEMENT - '-- -SHEET WHERE DRAWN BUILDING SECTION DETAIL IDENTIFICATION A3.01 _ -SHEET WHERE DRAWN EXTERIOR ELEVATION DETAIL IDENTIFICATION _ 8 A3-.02 -- - SHEET WHERE DRAWN INTERIOR ELEVATION 5 -- DETAIL IDENTIFICATION -SHEET WHERE DRAWN / \ / LANDLORD NOTES macy's ARCHITECTURAL SYMBOLS NORTH ARROW - PROJECT NORTH ARROW • TRUE NORTH INDICATOR DOOR MARK - DOOR CODE - REFER TO <580A SCHEDULE WINDOW, RELITE OR LOUVER MARK ,WINDOW 14� NUMBER - REFER TO SCHEDULE EQUIPMENT MARK / (12L NUMBER -REFER � TO SCHEDULE ROOM MARK ROOM NAME [ 100 - ROOM NUMBER 2 / COLUMN GRIDS SITE PLAN PROJECT LOCATION Space 2230 S REVISION CLOUD AND DELTA 50' -0" A.F.F. - WORK, CONTROL OR DATUM POINT SLOPE DOWN 1/8" PER FOOT WALL TYPE MARK WALL TYPE �X` NOTE SLOPE DIRECTION WITH DATUM MARK SPRINKLER MAIN .. -- PROPERTY LINE MI - III FENCE 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 A -6 ENLARGED FIT ROOM PLAN /ELEVATIONS ELECTRICAL E -1 ELECTRICAL POWER/LIGHTING PLANS E -2 ELECTRICAL PANEL SCHEDULES E -3 ELECTRICAL SPECIFICATIONS MECHANICAL M -1 MECHANICAL PLANS M -2 MECHANICAL SPECIFICATIONS M -3 MECHANICAL SPECIFICATIONS PLUMBING __ -1 .. - - PLUMBING PLAN NOTES AND SCHEDULES SHEET A -1.1 The path of egress shall show sufficient illumination of 1 foot - candle at the walking surface leading to the exit discharge doorways PROJECT SITE 5176TH ST r -ll ITEM S.I.O OR N.I.C. ITEM S.O.I.0 OR S.I.C. NEW CONSTRUCTION - SHOWN SOLID EXISTING CONSTRUCTION TO REMAIN - SHOWN LIGHT BACKGROUND A BREAKLINE EXISTING CONSTRUCTION TO BE REMOVED - SHOWN DASHED • FE FIRE EXTINGUISHER DRAWING INDEX v[aNtrmm-Ap-' MATERIALS .n° =ii 'itiillJ'L K MIN S 180TH ST GYPSUM BOARD CONCRETE EARTH GRAVEL CMU OR BRICK • PLYWOOD • RIGID INSULATION BATT INSULATION WOOD MEMBER OI WOOD BLOCKING FINISHED WOOD Mb] ACOUSTICAL TILE STEEL ALUMINUM E.I.F.S. SOUND INSULATION 2867 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 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 03.31.08 2 04.18.08 3 05.29.08 4 07.06.08 Scale Template FILE COPY Permit No. R E FO CE CODE APPROV JUL 18 2O 3 � 1 I : R - o BUIL ING DIVISION la pear rovlew approval Is subject to eras and ornissicn3. Approval of construction documents does not authorize the violation of adopted code or ; .M &. Rapt o{ approved Flel py and - • , I, , =dged: By Date: / City of Tukwila BUILDING DIVISION Project Number 02006088.00 AS NOTED 4..3 (120101) T -1 6294 Issues REGISTERED ARCHITECT t rait KEITH L SMITH STATE OF WASHINGTON PERMIT OWNER REVISIONS ISSUE EGRESS and may include additional p an revi Architect Registration By Check KLS K LS K LS KLS - I:vt t • NS !n changes shall be made to the scope of work without prior approval o M t A , • re • uire a new plan submittal Rf:J It /1rj Ir(r� N tl u Y tl q SJ b {� ` �f Project Name WESTFIELD SOUTHCENTER MALL Description GENERAL INFORMATION Computer File CW05- 2008- T1.DWG All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. 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. SERVICE CORRIDOR, 111 16'-4" FIXTURE PLAN SCALE: 3/16 65' -3" ADJACENT 1 L1430 ADJACENT TENANT 128871 7' -11" /// ,1 // / / //,1 .'/7/7/77'7T7�ir/'7 // / / // / / / / / /4 / / /// / / / / / //1 / / / / / / / / / /// / / / / // / / . / //////////// // / // / /. r / / // // // /// / WALL RACKS SALES „AREA 101 Cra IMO (F_:2) WALL RACKS k:/, // i / iii / //////////-v // //////.. //////,/////////////.////////// %' // /// /'/ j / / / / / / // / / // / / /9�'//, / / / / // /,' / / /'/ /// //// /////// / / / / / / / /// / / / / / / / / / / / / / / / / / /,1' / / / / / / /// . / / / / / / /// / / / / / / / / / / / / / /// /// / / / / / /// i / / / / / / / / / / / / / / / /% / / / / / / / / / /,• / / / / / / / /// / / / / / / / /// / /// / / /,' / / / /// � /, � / / // J H l //' / / /,' // / m m 1,, / / / / / / / // Q ¢ / /j/ / //, i// 1' / // / / / /L /� i / / / // / /, / / //� / / / , / /T /T /7 /7/77'7 T7 77/ T T�� - / �I / / / / / / / / / / / / / / / / /. // / 2/' // c///////// // / // / / / / / / / / / / / / / / /// ./ /' ' / '.' /i1 r/ / / / /// ///////////////////////// / //' / / ': / // T ' T / 7 / 7 / 7 7/7 / // / / / / / / / / // ////// /r`i Tf 1, /0r/ EV I l WALL RACKS MALL COMMON r 00 1 RECEIVED JUL 14 2008 PERMIT CENTER 2867 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 9810 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 03.31.08 2 04.18.08 3 05.29.08 4 07.06.08 Project Number 02008018.00 Description FIXTURE PLAN Sca le �. __�._ Template 4. S (120101) boa- »io AS NOTED A -1. RIEVlED FOR CODE COMPLIANCE APPROVED JUL 18 *pd8 City Ofi Tukwii� � BUILDING DIVISION_ 6294 Issues REGISTERED ARCHITECT KEITH L SMITH STATE OF WASHINGTON PERMIT OWNER REVISIONS ISSUE EGRESS Computer File CW05- 2008 — A1-1,DWG Architect Registration 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. By Check KLS KLS KLS KLS NEW 2X4 SUSPENDED CEILING AT NEW TIOOR "BUZ7EVABOVE STOCK CEILING TILES BY G.C. NEW EXIT UGHT BY LLG.C. SEE ELECTRICAL PLANS. IN SEISMIC ZONES: COMPRESSION POST @ 12' ON CENTER EACH WAY IN THE FIELD AND 6' MAXIMUM FROM WALL EDGE STRUTS TO BE TIGHT TO CEILING GRID AND STRUCTURE ABOVE. LOCATE STRUTS ON MAIN RUNNERS. T -BAR VERTICAL SUSPENSION WIRES: #12 WIRE @ 4' -0' ON CENTER EACH WAY LOCATE ON MAIN RUNNERS. ALSO, LOCATE 8' OFF OF EACH WALL FOR BOTH MAIN AND CROSS RUNNERS, LATERAL BRACING REQUIRED (4) #12 WIRES SECURED AT 12' -0' O.C. MAX. AND 6' MAX, SPL�AYED 90° @ 45° ANGLE MAXIMUM FROM PLANE OF CEILIN H.D. T -BAR SYSTEM CROSS RUNNER MAIN RUNNER SELF-TAPPIN 1 -5/8' DRY 1 WALL SCREWS' @ 24' O.C. `. 3/4' MIN. 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 PERIMETER WIRE 3/4' DIA, RIGID METAL CONDUIT 1' DIA. RIGID METAL CONDUIT SINGLE 2 -1/2' x 20 GA. METAL STUD (MIN, 018 BACK TD C-1 / ' 20 GA. SCREWED TOBAGK ETH ER @ 2 METAL STUD 4' O.C. CEILING BRACING T -BAR) WALL ANGL TYPICAL 3 -TURNS MIN. AT WIRES, TYPICAL M 'WALL ANGLE NOT TO SCALE 2 MIN, MAX. LENGTH 8' -6' 10' -0' IN. )11'-6' 15' -0' NEW GYP. BD CEILN BY LLG.C. AT B' -O A. .F. PAINTED 8' -0" AFF ■■■ 11 MEM MEM NEW PENDANT LIGHT FIXTURE BY TENANT. (TYP.) + 14' -0" AF ■MI■■ ■ENN■ ■ ■I= EMI ■■MIA PrAMME wommi Kramarm N + 8' -0" AFF REFLECTED EILIN PLAN SCALE: 1/4' = 1' -O' i 1 /4' 0 "/ 12'-0' MAXIMUM y 4' -0' MINIMUM I T CEILING BRACING IN SEISMIC ZONES: COMPRESSION STRUTS @ 12' -0" ON CENTER EACH WAY. 3/8' MINIMUM CLEAR CROSS RUNNER OR MAIN, TYPICAL. NOTE: TIE TO_ADJACENT MAIN, AND 10 CEILING RUNNERS, PLAN SECTION SUSPENDED CEILING FINISH FLOOR NOT TO SCALE v NEW EYEBALL LIGHT FIXTURE BY TENANT. (TYP.) ■■A■■ ■�■■ ■E■■ •— ■• ••■•• ■■M■■ ■■ ■■ 111•11111111M 1111MMgra AT LIGHT FIXTURE ATTACH NO. 12 GAUGE -'411M •' • *• HANGER WIIRE WHICH SHALL BE ATTACHES TO THE GRID MEMBER WITHIN 3' OF EAC !!!!)! . • CORNER OF EACH FIXTURE, TYPICA �•� EACH LIGHT FIXTURE TO HAVE 2 NO. 12 GAUGE HANGER WIRES ATTACHED @ OPPOSITE CORNERS, FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE, ONE @ EACH END,TYP MAX, 4. LIGHT FIXTURE NOTE: LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT EA. END SUSPENDED CLG. @ LIGHT NOT TO SCALE ■ ■ ■M0 ■■M= •I>Sa■ .i u• '/ + 14' -0" AFF 0 0 0 0 0 0 II + 10' -0" AFF + 12' -4" AFF VERIFY NEW RECESSED DOWN UGHT. SEE ELECTRICAL PLANS. NEW EXIT UGHT. SEE ELECTRICAL PLANS. RECEIVED JUL 14 2008 PERMIT CENTER 2867 Southcenter Mall Tukwila, WA 98188 smith ca. 1725 westlake ave. n. suite 210 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 03.31.08 2 04.18.08 3 05.29.08 4 07.06.08 Project Number 02008018,00 Description FLOOR P L A N Scale AS NOTED Template 4 .. ; (12 0 101) Issues 6294 Computer File CW05- 2008— A3,DWG A -3 Architect Registration REGISTERED ARCHITECT KEITH L SMITH STATE OF WASHINGTON PERMIT OWNER REVISIONS ISSUE EGRESS 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 --1 -- E - EXISTING FIXTURE R - RELOCATED FIXTURE N NEW FIXTURE REFLECTEDEILITG LEGEND x A/C SUPPLY GRILLE ® EXIT SIGN - CEILING MOUNTED LIGHT TRACK WITH HEADS g..P EMERGENCY LIGHT - CEILING MOUNTED 2 X 4 FIXTURE PRISPATIC / RETURN AIR GRILLE ,d 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 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 2X4 SUSPENDED CEILING AT NEW TIOOR "BUZ7EVABOVE STOCK CEILING TILES BY G.C. NEW EXIT UGHT BY LLG.C. SEE ELECTRICAL PLANS. IN SEISMIC ZONES: COMPRESSION POST @ 12' ON CENTER EACH WAY IN THE FIELD AND 6' MAXIMUM FROM WALL EDGE STRUTS TO BE TIGHT TO CEILING GRID AND STRUCTURE ABOVE. LOCATE STRUTS ON MAIN RUNNERS. T -BAR VERTICAL SUSPENSION WIRES: #12 WIRE @ 4' -0' ON CENTER EACH WAY LOCATE ON MAIN RUNNERS. ALSO, LOCATE 8' OFF OF EACH WALL FOR BOTH MAIN AND CROSS RUNNERS, LATERAL BRACING REQUIRED (4) #12 WIRES SECURED AT 12' -0' O.C. MAX. AND 6' MAX, SPL�AYED 90° @ 45° ANGLE MAXIMUM FROM PLANE OF CEILIN H.D. T -BAR SYSTEM CROSS RUNNER MAIN RUNNER SELF-TAPPIN 1 -5/8' DRY 1 WALL SCREWS' @ 24' O.C. `. 3/4' MIN. 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 PERIMETER WIRE 3/4' DIA, RIGID METAL CONDUIT 1' DIA. RIGID METAL CONDUIT SINGLE 2 -1/2' x 20 GA. METAL STUD (MIN, 018 BACK TD C-1 / ' 20 GA. SCREWED TOBAGK ETH ER @ 2 METAL STUD 4' O.C. CEILING BRACING T -BAR) WALL ANGL TYPICAL 3 -TURNS MIN. AT WIRES, TYPICAL M 'WALL ANGLE NOT TO SCALE 2 MIN, MAX. LENGTH 8' -6' 10' -0' IN. )11'-6' 15' -0' NEW GYP. BD CEILN BY LLG.C. AT B' -O A. .F. PAINTED 8' -0" AFF ■■■ 11 MEM MEM NEW PENDANT LIGHT FIXTURE BY TENANT. (TYP.) + 14' -0" AF ■MI■■ ■ENN■ ■ ■I= EMI ■■MIA PrAMME wommi Kramarm N + 8' -0" AFF REFLECTED EILIN PLAN SCALE: 1/4' = 1' -O' i 1 /4' 0 "/ 12'-0' MAXIMUM y 4' -0' MINIMUM I T CEILING BRACING IN SEISMIC ZONES: COMPRESSION STRUTS @ 12' -0" ON CENTER EACH WAY. 3/8' MINIMUM CLEAR CROSS RUNNER OR MAIN, TYPICAL. NOTE: TIE TO_ADJACENT MAIN, AND 10 CEILING RUNNERS, PLAN SECTION SUSPENDED CEILING FINISH FLOOR NOT TO SCALE v NEW EYEBALL LIGHT FIXTURE BY TENANT. (TYP.) ■■A■■ ■�■■ ■E■■ •— ■• ••■•• ■■M■■ ■■ ■■ 111•11111111M 1111MMgra AT LIGHT FIXTURE ATTACH NO. 12 GAUGE -'411M •' • *• HANGER WIIRE WHICH SHALL BE ATTACHES TO THE GRID MEMBER WITHIN 3' OF EAC !!!!)! . • CORNER OF EACH FIXTURE, TYPICA �•� EACH LIGHT FIXTURE TO HAVE 2 NO. 12 GAUGE HANGER WIRES ATTACHED @ OPPOSITE CORNERS, FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE, ONE @ EACH END,TYP MAX, 4. LIGHT FIXTURE NOTE: LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT EA. END SUSPENDED CLG. @ LIGHT NOT TO SCALE ■ ■ ■M0 ■■M= •I>Sa■ .i u• '/ + 14' -0" AFF 0 0 0 0 0 0 II + 10' -0" AFF + 12' -4" AFF VERIFY NEW RECESSED DOWN UGHT. SEE ELECTRICAL PLANS. NEW EXIT UGHT. SEE ELECTRICAL PLANS. RECEIVED JUL 14 2008 PERMIT CENTER 2867 Southcenter Mall Tukwila, WA 98188 smith ca. 1725 westlake ave. n. suite 210 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 03.31.08 2 04.18.08 3 05.29.08 4 07.06.08 Project Number 02008018,00 Description FLOOR P L A N Scale AS NOTED Template 4 .. ; (12 0 101) Issues 6294 Computer File CW05- 2008— A3,DWG A -3 Architect Registration REGISTERED ARCHITECT KEITH L SMITH STATE OF WASHINGTON PERMIT OWNER REVISIONS ISSUE EGRESS 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 MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The means of egress illumination level shall not be Tess than L foot-candle t- candle at the walking'' level: IBC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components.. 4. Interior exit discharge elements 5. Exterior Iandings...for exit discharge doorways..: NEW REAR EXIT DOOR BY LLG.C. NEW ELECTRICAL PANEL AID PHNE BOARD BY LL G.C. V 7777 /77 7- 1 /////// / / / // 7T /—/ TT/ 7 T/7 // ///////// / / / / / / / / / /// / /.?/ / / / / / /// J1 L/1 L L/L L /_L T/7 T7/7 /////// / / / / /// / / / / /// L/1 T/7 7 /////// / / / / /// / / / / /// L /—/L L/1 / / / / / / / /// r / / / / / / / /// / / / J r / / /%/1 7 T / / / /////////.1 / / / / / / / /// / / / / / / / //J T/7 177" /// /// / / / / /// ///4'/// L/ /L U1 7 7 7/7 T / / / / / / / / /// / / / / / / / / /// / / / / / / / / /// L / —/L L/1 .L/1L FLOOR PLAN SCALE: 3/16' =1' -0' AUJM E(Si1ENAN 11 ADJACENT TENANT 128871 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal 1 end bay include add' onai plan review fees. /777/ / / / / /,I /////.1 /// MALL COMM 1 Date: /6 FILE CO 1 Permit loo. Plan review approval Is motto errors and omissions. Approvai bf does not authorize the violatI®r: of any adopted cock) or Wham. Receipt ' • of Ind ��'���� .. is • City of Tukwila BUILDING DIVISION EPARATE PERM REQUIRED FOR Toot Electrical I lumbing 6d Gas Piping City of Tukwila BU DING DIVISIO WALL PARTITION 2X4 SUSPENDED CEILING OR GWB STOCK ROOM SIDE SEE FINISH NOTES FOR FLOOR FINISH ATTACH TO STRUCTURE ABOVE SALES SIDE 2X4 SUSPENDED CEILING OR GWB SEE FINISH NOTES FOR FLOOR FINISH 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. <>WALL PARTITION 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. - •----ATTACH TO STRUCTURE ABOVE NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. 2X4 SUSPENDED CEILING OR GWB STOCK ROOM 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 S •WAL PARTITION UL NO. U465 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. •WALL PARTITION SEE FINISH NOTES FOR FLOOR FINISH TENANT SIDE NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON 8011H SIDES. 6" SLOIIILD 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 BOLTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH SIDES •WALL PARTITIO\ UL NO. U465 GWB BY LL CORRIDOR SIDE SEE FlNISH 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" O.C. PAINTABLE FIRESTOP SEALANT BOTH SIDES P3 1 NO. HU465 OUR WALL PARTITION UL 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 -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. .14-5 AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH SIDES P7 1 NO. HU465 OUR WALL PARTITIO\ UL DOOR SCHEDULE NO. 0 0 0 0 ROOM NAME FRONT ENTRY STOCK ROOM RESTROOM REAR EXIT DOOR SIZE 6' - 0" X 7' ---0" 3' -0" X 8' -O" 3' -0" X 6' -8" 3' -O" X 7'-o- 20 MIN. RATED DOOR MATERIAL ALUM /GLASS METAL METAL METAL SEE RESPONSABILITY SCHEDULE ON T1. FINISH LEGEND DOOR FINISH GLASS 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. Al-]- 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 2006 IBC 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 JC —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 FIRE EXTINGUISHERS SHOULD BE LOCATED NEAR EXITS. MOUNTING HEIGHT SHALL BE 4 FEET A.F.F. MAXIMUM. NO. P -1 P -2 P--3 P -4 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 0 -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 SEE RESPONSABILITY SCHEDULE ON T1. 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 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 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 11LE, 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. 2867 Southcenter Mall Tukwila, WA 98188 smith ca. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Registration Architect Registration REVIEWED FOR LADE COMPLIANCE APPROVED JUL 0 8 00 Of Tukwila B TIDING DIVISION Issues and Revisions No. Date 1 03.31.08 2 04.18.08 3 05.29.08 riPVISint\i NL .. It foram W r vv H a u �.,. Issues Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018,00 Description FLOOR PLAN 6294 PERMIT OWNER REVISIONS ISSUE Computer File CW05- -2008— A1.DWG Scale AS NOTED Template 4.3 (120101) A -1 KEI REGISTERED ARCHITECT STATE OF WASHINGTON By Check eiLl . I J CU 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. KLS KLS KLS / F -9 CARPET WWWWM\ CARPET TO STOCK C5 FL. TRANSITION SCALE: N.T.S. 'iii <« g g4 t___ C6 v F -1 THRESHOLD a ENTRANCE • • °•e . . 4 a 4' FL. TRANSITION SCALE: N.T.S. FINISH PLAN SCALE: 3116" =1' -0' MALL FINISH F1 F2 (i � SALES FLOOR FL. TRANSITION SCALE: N.T.S. C$ INTERIOR CONC. SLAB ti Oo 0 0 �.o:: t o • Q `I STOCKROOM TO EXIT FL. TRANSITION SCALE: N.T.S. n F2 EXTERIOR CONC. SLAB THRESHOLD 0 IEWED l "OK COD ,. COMPL AN A PROVED JU,. 0 8 ?NB 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 AM11C0 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 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 IER 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. clty Of TukwiI 8 TWIN • DIMS 2867 Southcenter Mall Tukwila, WA 98188 with cc 1725 westlake ave. n. suite 210 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 03.31.08 2 04.18.08 3 05.29.08 Project Number 02008018,00 Description FLOOR PLAN Computer File CW05- 2008— A2,DWG Scale AS NOTED Template 4.3 (120101) A -2 Architect Registration KEI REGISTERED ARCHi.TECT STATE OF WASHINGTON 6294 Issues By Check PERMIT OWNER REVISIONS ISSUE JUN 13 1ULti PERMIT CENTER Project Name WESTFIELD SOUTHCENTER MALL All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. KLS KLS KLS NEW 2X4 SUSPENDED CEILING AT 12' -O'. STOCK CEILING TILES BY G.C. NEW EXIT LIGHT BY LLG.C. SEE ELECTRICAL PLANS. NEW GYP. BD CFI N LLG.C. AT 8 -O PAINTED BY .F. SCALE: NTS NEW PENDANT LIGHT FIXTURE BY TENANT. (TYP.) • id= 12 IM! 8'-0" AFF a CEILING BRACING DETAIL + 14' -0" AF ■■■ + 8' -0" AFF REFLECTED CEILIN SCALE: 1/4' =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. Illy■■ I�II� ■■ ■M >IIIIL ■lily■■ ■INy■■ ■l■y■■ STEEL WIRES (4) DIAGONAL CP 45 (1) VERTICAL PLAN N RUNNER 131 ■ •y ■■ ■ ■y ■■ _ NEW EYEBALL LIGHT FIXTURE BY TENANT. (TYP.) ■■Tully•■ ■■y■■ CROSS TEE MAIN RUNNER n ■I1■■• ■I ■y■■ ■1 ■■■• y2 EMT TIGHT TO STRUCTURE ABOVE LIGHT TRACK WITH HEADS 2 X 4 FIXTURE PRISPATIC 2 X 2 FIXTURE PARABOLIC 0 RECESSED DOWN LIGHT MECHANICAL CONTRACTORS 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. 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 5 /32" HOLE FOR Ys" BOLT & LOCK NUT AFTER CEILING IS LEVELED. 4--12 GA. SPLAY WIRES. + 14' -O" AF 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' —O" OF EACH WALL. BRACE POINT ON MAIN RUNNER NOT TO EXCEED 2" DISTANCE FROM CROSS RUNNER. X 0 0 0 0 0 0 0 0 + 10' -0" AFF A/C SUPPLY GRILLE RETURN AIR GRILLE + 12' -4" AFF NEW RECESSED DOWN LIGHT. SEE ELECTRICAL PLANS. NEW EXIT LIGHT. SEE ELECTRICAL PLANS. EXHAUST FAN / LIGHT COMBO CONTRACTOR'S NOTE MAIN RUNNER — NO. 12 GA LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF THE FIXTURE, SPLAY WIRES AS SHOWN AND FASTEN TO SLAB ABOVE. VERIFY LIGHTING NSTALLATION DETAIL SCALE: NTS ® EXIT SIGN — CEILING MOUNTED EMERGENCY LIGHT — CEILING MOUNTED CROSS TEES 4' STRIP LIGHT WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF WORK, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AF TER COMMENCEMENT OF CONSTRUCTION. CONNLC 12 NO. 12 GA. I-IX IURE SUPPORT WIRES AT DIAGONAL CORNERS OF EACH FIXTURE, THREE FULL WRAPS MINIMUM. RECESSED FLUORESCENT FIXTURE 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. EVIEWED CO E COMPLIANC PPROVED J L 0 8 2008 City o f Tukwila SUILDIN ._DMSI N E - EXISTING FIXTURE R - RELOCATED FIXTURE N - NEW FIXTURE 2867 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 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 03.31.08 2 04.18.08 3 05.29.08 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) 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 Architect Registration KE REGISTERED ARCHi.TECT STATE OF WASHINGTON 6294 Issues By Check PERMIT OWNER REVISIONS ISSUE KLS KLS KLS RECENSD Jl� 3 TICS PERMIT CENThR 7 NIP 2 IllllllllIIMIll -� LEASE LINE a 4" STOREFRONT PLAN SCALE: 1/4' UGHT COVE FASCIA FINISH SPEC TO MATCH SIGN BAND BACKING PROVIDE " PLYWD BACKING FOR TENANT FINISH T.B.D. 1C-71" INTERIOR ELEVATION 7' -O" EXISTING MALL BULKHEAD SIGN BAND FINISH BY TENANT OVER j" PLYWD. SIGNAGE BY TENANT NEW STOREFRONT GLAZING AND DOORS CS TENANT SPACE 19' -3" i" STOREFRONT GLASS STOREFRONT NEUTRAL PIER SCALE 1 -1/2' = 1'-O 3/4" CLEAR BRUSH ALUM REVEAL ON SIDES BETWEEN TENANT AND L.L. FINISH () COMMON MALL LEASE LINE TENANT SPACE � ., , v f i i i i i i i i i i i i Air �,i JJ I EXTENT OF FINISHED CEILING ABOVE DEMISING WALL METAL FRAMING BY LANDLORD FINISH BY TENANT 3/4" BLACK ALUMINUM REVEAL TYP. LEASE LINE PAINTED r GYPSUM BOARD WITH 12" HIGH STONE BASE OVER METAL FRAMING BY LANDLORD i" STONE ASSEMBLY BY LANDLORD DROPPED SOFFIT WHERE REQUIRED. HOLD TO 10' MIN & 12' MAX. COORDINATE IN FIELD WITH LL REP. EXISTING MALL BULKHEAD AND STRUCTURE (BY LANDLORD) /7 \ \ NEW STOREFRONT GLAZING AND DOORS SIGNAGE AND FINISH BACKING BY TENANT STOREFRONT SECTION SCALE: 1/4" =1' -0' r r A 4 MN ,3' -0" MIN. rn EXISTING MALL BULKHEAD AND STRUCTURE (BY LANDLORD) 0 I r7 \ `\ NEW STOREFRONT GLAZING STOREFRONT SECTION SCALE 1/4' = 1' - C — REVIEWED FOR — CODE COMPLIANCE APPROVED JUL 0 8 2008 City Of Tukwila B ILDING DIVISION LIGHTCOVE FRAMING AND FINISH BY TENANT. FINISH TO MATCH STOREFRONT MATERIAL. VERIFY WITH LL REP. 2867 Southcenter Mall Tukwila, WA 98188 smith 1725 westlake ave. n. suite 210 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 03.31.08 2 04.18.08 3 05.29.08 Project Number 02008018.00 Scale AS NOTED Template 4.3 (120101) A -4 KEI REGISTERED ARCHITECT STATE OF WASHINGTON 6294 Issues By Check PERMIT OWNER REVISIONS ISSUE Architect Registration RECEIVED jUN 72 PERMIT ( P TER Project Name WESTFIELD SOUTHCENTER MALL Description ELEVATI ❑NS /SECTIONS Computer File CW05- 2008— A4,DWG All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. KLS KLS KLS RESTROOAI PLANS AND DETAILS H.C. RESTROOM PLAN SCALE 1/2" = 1' -0" RESTROOM NOTES 1. GRAB BARS 1-1/4"-1-1/2" ---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. 30" X 36" MIRROR LEVER CONTROLS 0 a X X TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES WAINSCOAT \ WAINSCOAT SCALE 1 /2" = 1' -0" COVED SANITARY TEMPERATURE SHIELDING BASE ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. SCALE 1/2" = 1 -0" GRAB BAR GWB (PAINTED ) ON 1/2" PLY -WD SHEATHING ON THIS WALL ONLY 3' -0" H.C. RESTROOM ELEV. 1 • 4 af RESTROOM ACCESSORIES SCHEDULE MARK DESCRIPTION FURN /INST. REMARKS FINISH LAVATORY AND FAUCET WATER CLOSET GRAB BARS PAPER TOWEL DISPENSER TOILET PAPER DISPENSER MIRROR TOILET SEAT COVER DISPENSER SOAP DISPENSER DOOR SIGNS EXHAUST FAN C.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. 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 WHITE /CHROME WHITE STAINLESS STEEL TEXTURED GRIP PLASTIC ACRYLIC PLASTIC ACRYLIC STAINLESS STEEL FRAME PLASTIC CLEAR ACRYLIC BLACK WITH WHITE LETTERING WHITE c SEAT C DISP. c.,a w 3 c0 tJQaL. HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTAI I FO 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. (UNISEX REST ROOM) TOILET SIGNAGE Q0 UNISEX 0 00 Em cn� 3"•1 —D" GRAB BAR, INSTALL PER MANI.JFACTURER 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 AClUAL SZE OVER co 0 H.C. RESTROOM ELEV. �� SCALE 1 /2" = 1' -0" COVED SANITARY BASE GWB (PAINTED) WAINSCOAT -- H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" CODE � COMPLIANCE APPROVED JUL 0 8 2008 L NGMSISION . �p _ 2867 Southcenter Mall Tukwila, WA 98188 smith cc 1725 westlake ave. n. suite 210 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 2 Issues and Revisions No. Date 1 03.31.08 2 04.18.08 3 05.29.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02006088.00 Description ENLARGED TOILET PLAN Computer File CW05- 2008-- A5.DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. 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 -5 6294 Architect Registration Issues By Check PERMIT OWNER REVISIONS ISSUE KLS KLS KLS RECEIVED 41Yli 1 S n05 PEFRMITEF J GWB (PAINTED) 3' -4 LEVER CONTROLS / 1' -0" 3' -6" / 4 29" MIN. WAINSCOAT C7 Jjj r r 1 - 1 /2 DIA. GRAB BARS ° d- °p ♦ C 0 TOILET PAPER DISP. 0 � t � RESTROOAI PLANS AND DETAILS H.C. RESTROOM PLAN SCALE 1/2" = 1' -0" RESTROOM NOTES 1. GRAB BARS 1-1/4"-1-1/2" ---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. 30" X 36" MIRROR LEVER CONTROLS 0 a X X TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES WAINSCOAT \ WAINSCOAT SCALE 1 /2" = 1' -0" COVED SANITARY TEMPERATURE SHIELDING BASE ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. SCALE 1/2" = 1 -0" GRAB BAR GWB (PAINTED ) ON 1/2" PLY -WD SHEATHING ON THIS WALL ONLY 3' -0" H.C. RESTROOM ELEV. 1 • 4 af RESTROOM ACCESSORIES SCHEDULE MARK DESCRIPTION FURN /INST. REMARKS FINISH LAVATORY AND FAUCET WATER CLOSET GRAB BARS PAPER TOWEL DISPENSER TOILET PAPER DISPENSER MIRROR TOILET SEAT COVER DISPENSER SOAP DISPENSER DOOR SIGNS EXHAUST FAN C.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. 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 WHITE /CHROME WHITE STAINLESS STEEL TEXTURED GRIP PLASTIC ACRYLIC PLASTIC ACRYLIC STAINLESS STEEL FRAME PLASTIC CLEAR ACRYLIC BLACK WITH WHITE LETTERING WHITE c SEAT C DISP. c.,a w 3 c0 tJQaL. HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTAI I FO 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. (UNISEX REST ROOM) TOILET SIGNAGE Q0 UNISEX 0 00 Em cn� 3"•1 —D" GRAB BAR, INSTALL PER MANI.JFACTURER 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 AClUAL SZE OVER co 0 H.C. RESTROOM ELEV. �� SCALE 1 /2" = 1' -0" COVED SANITARY BASE GWB (PAINTED) WAINSCOAT -- H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" CODE � COMPLIANCE APPROVED JUL 0 8 2008 L NGMSISION . �p _ 2867 Southcenter Mall Tukwila, WA 98188 smith cc 1725 westlake ave. n. suite 210 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 2 Issues and Revisions No. Date 1 03.31.08 2 04.18.08 3 05.29.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02006088.00 Description ENLARGED TOILET PLAN Computer File CW05- 2008-- A5.DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. 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 -5 6294 Architect Registration Issues By Check PERMIT OWNER REVISIONS ISSUE KLS KLS KLS RECEIVED 41Yli 1 S n05 PEFRMITEF J GWB (PAINTED) LEVER CONTROLS °n 29" MIN. Jjj r r RESTROOAI PLANS AND DETAILS H.C. RESTROOM PLAN SCALE 1/2" = 1' -0" RESTROOM NOTES 1. GRAB BARS 1-1/4"-1-1/2" ---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. 30" X 36" MIRROR LEVER CONTROLS 0 a X X TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES WAINSCOAT \ WAINSCOAT SCALE 1 /2" = 1' -0" COVED SANITARY TEMPERATURE SHIELDING BASE ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. SCALE 1/2" = 1 -0" GRAB BAR GWB (PAINTED ) ON 1/2" PLY -WD SHEATHING ON THIS WALL ONLY 3' -0" H.C. RESTROOM ELEV. 1 • 4 af RESTROOM ACCESSORIES SCHEDULE MARK DESCRIPTION FURN /INST. REMARKS FINISH LAVATORY AND FAUCET WATER CLOSET GRAB BARS PAPER TOWEL DISPENSER TOILET PAPER DISPENSER MIRROR TOILET SEAT COVER DISPENSER SOAP DISPENSER DOOR SIGNS EXHAUST FAN C.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. 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 WHITE /CHROME WHITE STAINLESS STEEL TEXTURED GRIP PLASTIC ACRYLIC PLASTIC ACRYLIC STAINLESS STEEL FRAME PLASTIC CLEAR ACRYLIC BLACK WITH WHITE LETTERING WHITE c SEAT C DISP. c.,a w 3 c0 tJQaL. HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTAI I FO 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. (UNISEX REST ROOM) TOILET SIGNAGE Q0 UNISEX 0 00 Em cn� 3"•1 —D" GRAB BAR, INSTALL PER MANI.JFACTURER 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 AClUAL SZE OVER co 0 H.C. RESTROOM ELEV. �� SCALE 1 /2" = 1' -0" COVED SANITARY BASE GWB (PAINTED) WAINSCOAT -- H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" CODE � COMPLIANCE APPROVED JUL 0 8 2008 L NGMSISION . �p _ 2867 Southcenter Mall Tukwila, WA 98188 smith cc 1725 westlake ave. n. suite 210 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 2 Issues and Revisions No. Date 1 03.31.08 2 04.18.08 3 05.29.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02006088.00 Description ENLARGED TOILET PLAN Computer File CW05- 2008-- A5.DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. 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 -5 6294 Architect Registration Issues By Check PERMIT OWNER REVISIONS ISSUE KLS KLS KLS RECEIVED 41Yli 1 S n05 PEFRMITEF co H T SCALE: 1 -1 /2 " =1' -0" N (- (7 SCALE: 1/4"=1'-0" 1 LIGHT TOWEL BAR 2X CONT F.R.T. WOOD BLOCKING AT BACK 1 1/4" THK. MAPLE PLANK BENCH FOUR EQ. PIECES FINISH Li 24" EASE EDGE, DO NOT ROUND HC BENCH r 16 BOBRICK OR EQUAL B2116 FIT. RM. PEG TYP. /.} SCALE: 1/4 "=1' -0" 2X2 MAPLE SUPPORT 2 "x2 "X1/4" STL ANGLE ATTACHED TO EACH SIDE WALL; PROVIDE BLK'G IN WALLS COUNTER SUNK SCREWS TO 2x2 STOP. (2) AT EACH END. PAINT SCREW HEADS TO MATCH WALL 1/2" MDF. PAINT TO MATCH WALL 2x2 ACCESS PANEL STOP. TO EACH SIDE WALL; PROVIDE BLOCKING IN WALLS WALL BASE FINISH FLOOR 17 TYP. HC ONLY 36X68 TYP. HARDWARE: SCHLAGE OR EQUAL LEVER HANDLE PRIVACY LOCK US26D H 1 \C PV J SCALE: 1/4"=1'-0" FIT. RM. PEG F MIRROR LIGHT SC PANEL DOOR 30X68 SCALE: 1 /4 " =1' -0" , I /'" T \\H -)A1 SCALE: 1/4 " =1 — - I -. 1 /P. WAL SCALE: 1 -1/2"-1' 0" LIGHT MIRROR MIRROR .L TOWEL BAR BOBRICK OR EQUAL B674 -24 111Z16 TYP. NOTE: PROVIDE BLOCKING BEHIND MIRRORS, TYP. 17 TYP. LIGHT \ \j \ v SCALE: 1/4 " =1' -0" MIRROR "1 0 ix MDF PAINT SAME AS WALL COLOR 1/4" REVEAL PAINT SAME COLOR AS WALL 5/8" GWB — PAINT F - 1 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" NOTE: PROVIDE BLOCKING BEHIND MIRRORS, TYP. v TOWEL BAR BOBRICK B674 --24 HC BENCH O SCALE: 1 -1 /2 " =1 '--0" Li CD cn L.L.I SDL SCALE: 1 -1 /2 " =1' -0" ALL WOOD BLK'G. SHALL BE F.R.T. SCALE: 1 -1 /2 " =1' -0" I EQUAL EQUAL r • NOTIFY ARCHITECT IF DIMENSION IS LESS THAN 6" METAL PLATE FOR PEG SHOWN, TOWEL BAR SIM. 5/8" GWB 1/2" PLYWOOD BLOCKING SECURE TO STUDS. RECESS SURFACE TO ALLOW STL,. PLATE TO BE FLUSH W/ GWB. PEG BOBRIC 2116 OR EQUAL MIRROR BY GC TOWEL BAR SIM. 3/4" PLYWD. BY GC SINGLE FLUOR. LAMP SECURE TO STUDS. AT SIDES ONLY 2X FRAME BY GC BLOCKING BY GC Li 0 m U Cl- L C7 C � REVIEWED FOR I CODE COMPLIANCE APPROVED JUL 08 2008 `I City Of Tukwila B ILD EMO 2867 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 05.05.08 Project Name Project Number Description Computer File Scale WESTFIELD SOUTHCENTER MALL 02006088.00 ENLARGED FIT PLAN /DETAILS CW05- 2008— A6.DWG AS NOTED Issues Template 4 (120101) A -6 REGISTERED ARCHITECT KEI STATE OF WASHINGTON 6294 PERMIT BLDG. COM v1ENTS PERMIT CORR. OWNER REVISIONS Architect Registration By Check flECEIVED .� �411 dU KLS KLS KLS KLS 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. lic. 1 0/ s T D SOUT 0 N T R L SEPARATE PERMIT REQUIRED FOR: eMechanical ('Electrical ."' REVISIO N S 'lumbing N G as Piping e made t o the scope City of Tukwila of work without prior aPProva) o f Tukwila MALL Building U ILDING DIVISION NOTE: Revisions will r 9 D ivision . i and may • include add,tio UKWILA WA 98188 re feeS 7 tonal plan PROJECT GENERAL NOTES PROJECT DATA PROJECT DIRECTORY LANDLORD NOTES DRAWING INDEX 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING. 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: A. TO COLUMN CENTER LINE B. TO FINISH FACE OF CMU OR GWB. 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY ARCHITECT OF UNEXPECTED CONDITIONS. 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR COLUMNS INDICATED. 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR LOCATION OF WATER RESISTANT GWB. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROOMS, WAREWASH AND WET AREAS. 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 13. PROVIDE ONE TYPE 5E- 2A -10BC FIRE EXTINGUISHER PER 3,000 SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. 14. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NONRATED, PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED PARTITIONS. 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE AND/ ACOUSTICAL MATERIAL. ISOLATION OF SPACES WITH APPROPRIATE 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS LISTED, UNO. 18. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. 19. MODIFY THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. 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 ADDRESS: 2867 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: 2006 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2006 NATIONAL ELECTRIC CODE WITH WASHINGTON STATE AMENDMENTS CHAPER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER - FREE DESIGN INCLUDING ICC /ANSI A117.1 - 2003 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE 2006 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ALL LOCAL ORDINANCES HAVING JURISDICTION NUMBER OF EMPLOYEES NA OCCUPANCY SQ. FOOTAGE 3877 SQ. FT. OCCUPANT LOAD = 129 TOTAL SQ. FEET 3877 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 & JRED Engineering, Inc. PLUMBING: 5608 Charlesworth Dearborn Hts., MI 48127 313- 565 -5580 t ' � ' �, 313 -565 -9818 f ELECTRICAL: JRED Engineering, Inc. 5608 Charlesworth Dearborn Hts., MI 48127 313- 565 -5580 t 313 -565 -9818 f 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 AL fri I; / 140 1 CONNECTIONS TO THE UTILITY SERVICES PROVIDED.I�ICV� r ., 7. FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2 ". TENANTS WITH HIGH�U D WATER USAGE SHALL PROVIDE AND INSTALL A DOMESTIC WATER SUB - METER. TENANTS SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE. WATER PIPING SHALL BE TYPE'L' HARD COPPER TUBE ABOVE GRADE AND TYPE 'K' SOFT COPPER TUBE BELOW GRADE. WATER HEATERS SHALL BE ELECTRIC. 8. FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO INSTALL AN EARTHQUAKE VALVE. • TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL /TELEPHONE BASED ON THE FOLLOWING: A 277 / 488 VOLT , THREE - PHASE, FOUR WIRE, 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOATING FOOD KIOSKS: 200A (208Y / 120V) -(2) 3" CONDUIT. ELECTRICAL SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH LANDLORDS CRITERIA AS OUTLINED IN THE DESIGN MANUAL. 10. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER. ARCHITECTURAL T -1 GENERAL INFORMATION A -1 CONSTRUCTION PLAN A -2 FLOOR FINISH PLAN A -3 REFLECTED CEILING PLAN A-4 INTERIOR ELEVATIONS /SECTIONS A -5 ENLARGED TOILET PLAN /ELEVATIONS A -6 ENLARGED FIT ROOM PLAN /ELEVATIONS ELECTRICAL E -1 ELECTRICAL POWER/LIGHTING PLANS E -2 ELECTRICAL PANEL SCHEDULES E -3 ELECTRICAL SPECIFICATIONS 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 Space 2230 ,navy�rs SEPARATE SUBMITTALS R10CyS FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. IP NORDSTROM SCOPE OF WORK 0 d- Ali 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 . �� s ub -� ® ,� .+ _ 1 III 1 ! • � I ,, e ♦� m� ` �x� y_ ;I A - .•. u sus ` o 0 � r �' � � /4 . _ IL - *; . �� - �. 'L-i�rCASEWORK. "" 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.D.S. TOP OF STEEL ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT T.Q.W. TOP OF WALL A.F.F. ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS APPROX. APPROXIMATE EXIST. EXISTING LT.WT. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS UTIL. UTILITY B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWISE BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER RECD. RECEIVED V.I.F. VERIFY IN FIELD DOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION W/ WITH BTWN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED WD. WOOD C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING 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 C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL D.H. OVERHEAD SST STAINLESS STEEL DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP. SUSPENDED DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY FINISH SYSTEM JT. /JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SYMBOLS NORTH ARROW PROJECT NORTH I ITEM S.LO MATERIALS REVISION CLOUD OR N.I.C. DETAIL DETAIL IDENTIFICATION CUT LINE - DEFINES THE di ` ARROW �� AND DELTA - DETAILED ELEMENT - `` A8.01 e. SHEET WHERE DRAWN DOOR WALL SECTION DETAIL IDENTIFICATION 2580A CUT LINE - DEFINES THE DETAILED ELEMENT WINDOW, A7.01 LOUVER `� SHEET WHERE DRAWN BUILDING SECTION DETAIL IDENTIFICATION 6 E QUIPMENT A3.01 SHEET WHERE DRAWN 0 EXTERIOR ELEVATION DETAIL IDENTIFICATION ROOM 8 ROOM - GYPSUM BOARD © TRUE NORTH INDICATOR MARK 50 ' -0 " A.F.F. WORK, CONTROL .. ': a CONCRETE ITEM S.O.I.0 OR S.I.C. '!u!!iiil EARTH • y .• ; , x�� GRAVEL = CMU OR BRICK OR DATUM POINT DOOR CODE - REFER TO SCHEDULE SLOPE DOWN SLOPE DIRECTION WITH DATUM MARK NEW CONSTRUCTION - SHOWN SOLID ® PLYWOOD RECITE OR 1/8" PER FOOT MARK RIGID INSULATION WINDOW SPRINKLER MAIN NUMBER - REFER MA GATT INSULATION TO SCHEDULE / CONSTRUCTION TO REMAIN LIGHT BACKGROUND >-< WOOD MEMBER MARK EXISTING PROPERTY LINE - SHOWN WOOD BLOCKING �� EQUIPMENT 05A FINISHED WOOD NUMBER - REFER TO SCHEDULE FENCE - -x -x -x x x x 11111111111 ACOUSTICAL TILE /// STEEL x x MARK - ROOM NAME EXISTING CONSTRUCTION TO BE 'Z ALUMINUM A3.02 SHEET WHERE DRAWN 100 ROOM NUMBER BREAKLINE n REMOVED -SHOWN DASHED INTERIOR ELEVATION DETAIL IDENTIFICATION v _ _ COLUMN GRIDS WALL TYPE MARK - E.I.F.S. SOUND INSULATION FIRE EXTINGUISHER ' 5.03 6� WALL TYPE 0 FE SHEET WHERE DRAWN B x 7 ; NO TE 2867 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 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 Permit No. ti..002: Plar review approval is subject to errors and omissions. Approval of construction docUmenb3 does not authorize the violation of a dopted code or old.:. *. Recipt o' approved Fief C and conditi 1 =lodged: Consultant Registration ,EvIEWED FOR DE COMPLIANCE APPROVED MAY 2 2 ' 08 City Of Tukwila Issues and Revisions No. Date City of Tukwiia BUILDING DIVISION 6294 03.31.08 PERVIT KLS 04.18.08 OWNER REVISIONS KLS iikils;i0Laril wr • w . 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) T -1 Architect Registration KEI REGISTERED ARCHITECT STATE OF WASHINGTON Issues By Check RECEIVED CITY OF TUKWILA APR 2 9 2008 nr:D a r ('I T C D tl tl_i mdt7dtl d 'i./IMY 0 h `. 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 BY LLG.C. NEW RESTROOM FIXTURES BY LL G.C. NEW ELECTRICAL PANEL AND PHNE BOARD BY L.L. G.C. STOCKROOM 103 SERVICE CORRIDOR I I \ 32 CLEAR SALES AREA 1 101 1 a FLOOR PLAN SCALE: 3/16" =1' -0" 6 6' -64" 11430 ADJACENT TENANT 128871 1 MALL C0MMpN 1 00 1 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 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 ON ONE SIDE. RESTROOM SIDE SEE FINISH NOTES FOR FLOOR FINISH STOCK ROOM SIDE NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. 2X4 SUSPENDED CEIUNG 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. <>WALL PARTITION 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. ATTACH TO STRUCTURE ABOVE NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. 2X4 SUSPENDED CEILING OR GWB STOCK ROOM 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 S OWALL PARTITION SEE FINISH NOTES FOR FLOOR FINISH TENANT SIDE 6" SLO f I I ED TRACK (SLP -TRK OR EQ.) ATTACH TO STRUCTURE ABOVE HOLD GWB DOWN FOR VENTILATION RETURN NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. 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 P5 WA LU465 L PARTITION UL NO. P6 UL NO. WALL U465 PARTITION GWB BY LL CORRIDOR SIDE SEE FINISH NOTES FOR FLOOR FINISH 6" SLO I I I LID 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" O.C. PAINTABLE FIRESTOP SEALANT BOTH SIDES P3 1 NO. U465 HOUR WALL PARTITION UL 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 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 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 P7 NO. U46 UL 1 HOUR WALL PARTITION DOOR SCHEDULE SEE RESPONSABILITY SCHEDULE ON T1. NO. 0 0 0 ROOM NAME FRONT ENTRY STOCK ROOM RESTROOM REAR EXIT DOOR SIZE 6' -0" X 7' -0" 3' -0" X 8' -O" 3' -0" X 6' -8" 3' -0" X 7' -0" 20 MIN. RATED DOOR MATERIAL ALUM /GLASS METAL METAL METAL DOOR FINISH GLASS P2 P -2 FRAME MATERIAL ALUM. METAL METAL METAL FRAME FINISH ANOD. ALUM. 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 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. SALES TO CORRIDOR DOOR TO HAVE A DORMA DOOR CLOSER WITH MODEL #0C-DSTHO "HOLD OPEN ARM' B. LL.G.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 114 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 CEIUNG 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 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 FIRE EXTINGUISHERS SHOULD BE LOCATED NEAR EXITS. MOUNTING HEIGHT SHALL BE 4 FEET A.F.F. MAXIMUM. FINISH LEGEND SEE RESPONSABILITY SCHEDULE ON Ti. 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 FLATIRON 2ND AVENUE 8161 WOOSTER 19.69X19.69 NQ -50 CULTURED PEARLS 24X24 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 11LE CARPET CONCRETE MALL 11LE 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 11LE 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 LIGHT 18X18 VENNER 5036 POPLAR 19.69X19.69 M417 EMPERADOR DARK 18X18 1ST AVENUE 8144 TAUPE 19.69X19.69 NQ -13 BLACK SUEDE 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. 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. 2867 Southcenter Mall Tukwila, WA 98188 smith c o• 1725 westlake ave. n. suite 210 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 03.31.08 2 04.18.08 Project Name Issues Project Number 02008018.00 Description FLOOR P L A N Scale AS NOTED Template 4.3 (120101) 6294 PERv11T OWNER REVISIONS Architect Registration RECEIVED CITY OF T:I IL ; PERMIT CENTER WESTFIELD SOUTHCENTER MALL Computer File CW05- 2008— A1,DWG 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. A -1 KLS KLS •.-- F 9 CARPET � HM? ?? MMUM CARPET TO STOCK C5 FL. TRANSITION SCALE: N.T.S. d 4 F -1 THRESHOLD d 4 d ENTRANCE FL. TRANSITION SCALE: N.T.S. a FINISH PLAN SCALE: 3116" = 1'--O" MALL FINISH r 4 d F1 F -2 SALES FLOOR d FL. TRANSITION SCALE N.T.S. C INTERIOR CONC. SLAB 0 0 SCALE: N.T.S. 32 1„ d o 0 0 F -2 EXTERIOR CONC. SLAB THRESHOLD O FL. TRANSITION 0 STOCKROOM TO EXIT CONTRACTOR'S NOTE WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF WORK, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. FLOOR FINISH NOTES AMT1C0 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 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 IER INSTALLATION NOTES AMTICO 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. MP LI A CE AN 2 2867 Southcenter Mall Tukwila, WA 98188 with co. 1725 westlake ave. n. suite 210 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 03.31.08 2 04.18.08 Project Name Issues Project Number 02008018.00 Description FLOOR PLAN Computer File CW05- 2008— A2,DWG Scale AS NOTED Template 4.3 (120101) A -2 Architect Registration PERMIT OWNER REVISIONS RECEIVED GIlY ii..1K iirA APR 2 9 2008 PERMIT CENTER 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. IIc. KLS KLS / LEASE LINE a STOREFRONT PLAN SCALE 1/4" = 1' - GWB WALL PAINT P -4 LIGHT COVE FASCIA S.S. 20 GA. INTERIOR ELEVATION SCALE: 114" =1' -O" +15' - 0" AFF .r +14' - 1" AFF STOREFRONT HEAD SECTION SCALE: 1 -1/2" =1' -0' 8' --114' GWB SOFFIT PAINT P -1 SIGNAGE BY TENANT C5 TENANT SPACE $" STOREFRONT GLASS COIv vON MALL LEASE LINE 3/4" METAL REVEAL TOP TENANT SPACE STOREFRONT NEUTRAL PIER SCALE: 1--1/2a =1' -O" EXTENT OF FINISHED CEILING ABOVE DEMISING WALL METAL FRAMING BY LANDLORD FINISH BY TENANT LEASE LINE 3/4" BLACK ALUMINUM REVEAL TYP. PAINTED 8" GYPSUM BOARD WITH 12" HIGH STONE BASE OVER METAL FRAMING BY LANDLORD i" STONE ASSEMBLY BY LANDLORD 3 LIGHT COVE FASCIA BEYOND LIGHT COVE FASCIA BEYOND NEW STOREFRONT GLAZING AND DOORS t TILE BULKHEADW /TENANT SIGNAGE NEW STOREFRONT GLAZING LINE OF MALL CEILING - REVIEWED Folk— ("ODE COMPLIANCE APPROVED Mg e STOREFRONT SECTION SCALE: 1/4" = 1' -0' LINE OF MALL CEILING STOREFRONT SECTION SCALE: 1/4A =1' -O' 2867 Southcenter Mall Tukwila, WA 98188 smith ce 1725 westlake ave. n. suite 210 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 03.31.08 2 04.18.08 Issues RECEIVED CITY OF TUKWILA KEI REGISTERED ARCHWECT STATE OF WASHINGTON Project Number 02008018,00 6294 PERMIT OWNER REVISIONS APR 2 9 2008 EERM7 CFNTFR Project Name WESTFIELD SOUTHCENTER MALL Description ELEVATI ❑NS /SECTI ❑NS Computer File CW05- 2008— A4,DWG Scale AS NOTED Template 4.3 (120101) A -4 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. 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 44 44 AND SIDES I / / /, , . , . ; / I J . %, / / / ; , . / , . / „l -,til i . / \\ . / / , • 1 . /\ / / / . \ / a O ® NEW STOREFRONT GLAZING AND DOORS ■ / LEASE LINE a STOREFRONT PLAN SCALE 1/4" = 1' - GWB WALL PAINT P -4 LIGHT COVE FASCIA S.S. 20 GA. INTERIOR ELEVATION SCALE: 114" =1' -O" +15' - 0" AFF .r +14' - 1" AFF STOREFRONT HEAD SECTION SCALE: 1 -1/2" =1' -0' 8' --114' GWB SOFFIT PAINT P -1 SIGNAGE BY TENANT C5 TENANT SPACE $" STOREFRONT GLASS COIv vON MALL LEASE LINE 3/4" METAL REVEAL TOP TENANT SPACE STOREFRONT NEUTRAL PIER SCALE: 1--1/2a =1' -O" EXTENT OF FINISHED CEILING ABOVE DEMISING WALL METAL FRAMING BY LANDLORD FINISH BY TENANT LEASE LINE 3/4" BLACK ALUMINUM REVEAL TYP. PAINTED 8" GYPSUM BOARD WITH 12" HIGH STONE BASE OVER METAL FRAMING BY LANDLORD i" STONE ASSEMBLY BY LANDLORD 3 LIGHT COVE FASCIA BEYOND LIGHT COVE FASCIA BEYOND NEW STOREFRONT GLAZING AND DOORS t TILE BULKHEADW /TENANT SIGNAGE NEW STOREFRONT GLAZING LINE OF MALL CEILING - REVIEWED Folk— ("ODE COMPLIANCE APPROVED Mg e STOREFRONT SECTION SCALE: 1/4" = 1' -0' LINE OF MALL CEILING STOREFRONT SECTION SCALE: 1/4A =1' -O' 2867 Southcenter Mall Tukwila, WA 98188 smith ce 1725 westlake ave. n. suite 210 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 03.31.08 2 04.18.08 Issues RECEIVED CITY OF TUKWILA KEI REGISTERED ARCHWECT STATE OF WASHINGTON Project Number 02008018,00 6294 PERMIT OWNER REVISIONS APR 2 9 2008 EERM7 CFNTFR Project Name WESTFIELD SOUTHCENTER MALL Description ELEVATI ❑NS /SECTI ❑NS Computer File CW05- 2008— A4,DWG Scale AS NOTED Template 4.3 (120101) A -4 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. 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 ti GWB (PAINTED) LEVER CONTROLS 1' -0" 3' -6" I J f WAINSCOAT K 'NM „6Z X1 1-1/2" DIA. GRAB BARS ° r r C RESTROOA PLANS AND DETAILS N 11110 0 • 3' -0" toiIet 1 —H EI9HT HAND CA LEV 1 0 4 • N . mmlq Ldp " A H.C. RESTROOM PLAN SCALE 1/2" = V-0" -0" RESTROOM NOTES IBLE 0 0 • 1 • J = ■ � toilet X 10 4 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. CO r. CO c WAINSCOAT 30" X 36" MIRROR LEVER CONTROLS 0 X TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES COVED SANITARY BASE SOAP \DISP. 2 SCALE 1/2" = 1'- 0" v WAINSCOAT H.C. RESTROOM ELEV. SCALE 1/2" = l'-0" TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. GRAB BAR GWB (PAINTED ) ON 1/2" PLY –WD SHEATHING ON THIS WALL ONLY 3 -0" 6" SEAT COVER DISP. c0 CA CA CS) 1' -6" 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. a (UNISEX REST ROOM) TOILET SIGNAGE 3" = 1' -0" 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 co 0 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 FURN /INST, G.C. / G.C. G.C. / G.C. G.C. / C.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. DOOR SIGNS EXHAUST FAN 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 H.C. RESTROOM ELEV. \ SCALE 1/2" = V-0" COVED SANITARY BASE GWB (PAINTED) WAINSCOAT — SCALE 1/2" = 1' -0" 'plo•E• Lk) H.C. RESTROOM ELEV. Consultant REVIEWED FRS CODE COMPLIAP APPROVED MAY 2 :' 2009 Cif Of Tukwila 2867 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Registration HAN ACC LEVE AT Issues and Revisions No. Date 1 03.31.08 2 04.18.08 Project Number Description 02006088.00 Scale AS NOTED Template 4.3 (120101) A -5 6294 Issues By Check PERMIT OWNER REVISIONS Architect Registration CITY OF TUKW ILA APR 2 0 21U116 tl�t9ituii eLiN RER Project Name WESTFIELD SOUTHCENTER MALL ENLARGED TOILET PLAN Computer File CW05- 2008— A5.DWG All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. KLS KLS GWB (PAINTED) 3 4" ,A______„ 4 1' -0" 3' -6" o f WAINSCOAT 1-1/2" DIA. GRAB BARS ° I 00 / ` U V J TOILET PAPER DISP. ' m r Is r C RESTROOA PLANS AND DETAILS N 11110 0 • 3' -0" toiIet 1 —H EI9HT HAND CA LEV 1 0 4 • N . mmlq Ldp " A H.C. RESTROOM PLAN SCALE 1/2" = V-0" -0" RESTROOM NOTES IBLE 0 0 • 1 • J = ■ � toilet X 10 4 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. CO r. CO c WAINSCOAT 30" X 36" MIRROR LEVER CONTROLS 0 X TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES COVED SANITARY BASE SOAP \DISP. 2 SCALE 1/2" = 1'- 0" v WAINSCOAT H.C. RESTROOM ELEV. SCALE 1/2" = l'-0" TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. GRAB BAR GWB (PAINTED ) ON 1/2" PLY –WD SHEATHING ON THIS WALL ONLY 3 -0" 6" SEAT COVER DISP. c0 CA CA CS) 1' -6" 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. a (UNISEX REST ROOM) TOILET SIGNAGE 3" = 1' -0" 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 co 0 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 FURN /INST, G.C. / G.C. G.C. / G.C. G.C. / C.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. DOOR SIGNS EXHAUST FAN 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 H.C. RESTROOM ELEV. \ SCALE 1/2" = V-0" COVED SANITARY BASE GWB (PAINTED) WAINSCOAT — SCALE 1/2" = 1' -0" 'plo•E• Lk) H.C. RESTROOM ELEV. Consultant REVIEWED FRS CODE COMPLIAP APPROVED MAY 2 :' 2009 Cif Of Tukwila 2867 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Registration HAN ACC LEVE AT Issues and Revisions No. Date 1 03.31.08 2 04.18.08 Project Number Description 02006088.00 Scale AS NOTED Template 4.3 (120101) A -5 6294 Issues By Check PERMIT OWNER REVISIONS Architect Registration CITY OF TUKW ILA APR 2 0 21U116 tl�t9ituii eLiN RER Project Name WESTFIELD SOUTHCENTER MALL ENLARGED TOILET PLAN Computer File CW05- 2008— A5.DWG All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. KLS KLS 1b HC OCA SCALE: 1 -1 /2 " -1 ' -0" ' Li SCALE: 1 -1 /2"=1 --D 14" \G F. `J c sy: l_i \G Rv SCALE: 1/4"=1'-0" METAL PLATE FOR PEG SHOWN, TOWEL BAR SIM. 5/8" GWB 1/2" PLYWOOD BLOCKING SECURE TO STUDS. RECESS SURFACE TO ALLOW STL. PLATE TO BE FLUSH W/ GWB. TAPPED PEG (NICKEL IN FITTING ROOM, CAST IRON AT SALES) F.O.I.C. THREADED STUD TO TO RECEIVE PEG 4 "x4 "x1 /16" STEEL PLATE BOLT TO PLYWOOD, F.O.I.C. 0\ DE FIT. RM. PEG HC BENCH A C L 2X CONT F.R.T. WOOD BLOCKING AT BACK 1 -1/4" THK. MAPLE PLANK BENCH FOUR EQ. PIECES FINISH Li 24" EASE EDGE, DO NOT ROUND 2X2 MAPLE SUPPORT 2"x2"X1/4" STL ANGLE ATTACHED TO EACH SIDE WALL; PROVIDE BLK'G IN WALLS COUNTER SUNK SCREWS TO 2x2 STOP. (2) AT EACH END. PAINT SCREW HEADS TO MATCH WALL 1/2" MDF. PAINT TO MATCH WALL 2x2 ACCESS PANEL STOP. TO EACH SIDE WALL; PROVIDE BLOCKING IN WALLS WALL BASE FINISH FLOOR L FI TTI \ G R SCALE: 1 /4"=1'-0" V \__} SCALE: 1 -1 ALL WOOD BL 'K'G. SHALL BE F.R.T. 15 �5 SCALE: 1/4 " =1' -0" MCR NOTE: PROVIDE BLOCKING BEHIND MIRRORS, TYP. FITTI\G RV LIGHT MIRROR MIRROR 2 ' =1' -Q EQUAL NOTIFY ARCHITECT IF DIMENSION IS LESS THAN 6" PSG LOCAT SCALE: 1 -1 /2 " =1' -0" MIRROR BY GC TOWEL BAR SIM. 3/4" PLYWD. BY GC SINGLE FLUOR. LAMP SECURE TO STUDS. AT SIDES ONLY 2X FRAME BY GC BLOCKING BY GC EQUAL L. C) w . U L CD 1 0\ DE RROR FITTI \G RV SCALE: 1 /4 " =1' -0" A TOWEL BAR HC BENCH LIGHT TOWEL BAR 1 C - 7F TTI\G R SCALE: 1/4 " =1' -0" 0 VISTIB„ SCALE: 1 /4"=1'-0" LC) r) ir7 TOWEL BAR 1" A--15 TYP. (n r FIT. RM. PEG 0 0 SIDE —LIT MIRROR TOWEL FITTING RM PEG DTL. 9/A -20 TYP FITTING RM PEG DTL. 9/A -20 TYP. SIDE —LIT MIRROR SIDE —LII M1khUk FITTING RM PEG DTL. 9/A -20 TYP. TOWEL BAR FLOOR DOOR STOP HC BENCH SEE DTL. 4/A -20 FI TTI \ G RV SCALE: 1/4"=1'-0" arm SCALE: 1/2"=1'-0" pob ar 28 LIGHT MIRROR FITT \G RV SCALE: 1/4"=1'-0" / / NOTE: = ITTI \G R SCALE: 1 /4 "- 1'--0" CO PROVIDE BLOCKING BEHIND MIRRORS, TYP. V - REVIEWED CODE COMPLIANCE APPROVED MXi 2 2Cf19 cit/ Of Tukwga • 2867 Southcenter Mall Tukwila, WA 98188 with co. 1725 westlake ave. n. suite 210 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 03.31.08 2 04.18.08 Project Name Project Number Description Scale AS NOTED Issues 02006088.00 Template 4.3 (120101) A -6 REGISTERED ARCHITECT ....A A . �. KEI STATE OF WASHINGTON 6294 PERMIT OWNER REVISIONS WESTFIELD SOUTHCENTER MALL ENLARGED FIT PLAN /DETAILS Computer File CW05- 2008— A6.DWG Architect Registration RECEs ., L- D cr!- Y OFTUKAll A APR 2 9 2008 By Check 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. KLS KLS • , „0 - ,L ,,, / // /// /// / '/ 1b HC OCA SCALE: 1 -1 /2 " -1 ' -0" ' Li SCALE: 1 -1 /2"=1 --D 14" \G F. `J c sy: l_i \G Rv SCALE: 1/4"=1'-0" METAL PLATE FOR PEG SHOWN, TOWEL BAR SIM. 5/8" GWB 1/2" PLYWOOD BLOCKING SECURE TO STUDS. RECESS SURFACE TO ALLOW STL. PLATE TO BE FLUSH W/ GWB. TAPPED PEG (NICKEL IN FITTING ROOM, CAST IRON AT SALES) F.O.I.C. THREADED STUD TO TO RECEIVE PEG 4 "x4 "x1 /16" STEEL PLATE BOLT TO PLYWOOD, F.O.I.C. 0\ DE FIT. RM. PEG HC BENCH A C L 2X CONT F.R.T. WOOD BLOCKING AT BACK 1 -1/4" THK. MAPLE PLANK BENCH FOUR EQ. PIECES FINISH Li 24" EASE EDGE, DO NOT ROUND 2X2 MAPLE SUPPORT 2"x2"X1/4" STL ANGLE ATTACHED TO EACH SIDE WALL; PROVIDE BLK'G IN WALLS COUNTER SUNK SCREWS TO 2x2 STOP. (2) AT EACH END. PAINT SCREW HEADS TO MATCH WALL 1/2" MDF. PAINT TO MATCH WALL 2x2 ACCESS PANEL STOP. TO EACH SIDE WALL; PROVIDE BLOCKING IN WALLS WALL BASE FINISH FLOOR L FI TTI \ G R SCALE: 1 /4"=1'-0" V \__} SCALE: 1 -1 ALL WOOD BL 'K'G. SHALL BE F.R.T. 15 �5 SCALE: 1/4 " =1' -0" MCR NOTE: PROVIDE BLOCKING BEHIND MIRRORS, TYP. FITTI\G RV LIGHT MIRROR MIRROR 2 ' =1' -Q EQUAL NOTIFY ARCHITECT IF DIMENSION IS LESS THAN 6" PSG LOCAT SCALE: 1 -1 /2 " =1' -0" MIRROR BY GC TOWEL BAR SIM. 3/4" PLYWD. BY GC SINGLE FLUOR. LAMP SECURE TO STUDS. AT SIDES ONLY 2X FRAME BY GC BLOCKING BY GC EQUAL L. C) w . U L CD 1 0\ DE RROR FITTI \G RV SCALE: 1 /4 " =1' -0" A TOWEL BAR HC BENCH LIGHT TOWEL BAR 1 C - 7F TTI\G R SCALE: 1/4 " =1' -0" 0 VISTIB„ SCALE: 1 /4"=1'-0" LC) r) ir7 TOWEL BAR 1" A--15 TYP. (n r FIT. RM. PEG 0 0 SIDE —LIT MIRROR TOWEL FITTING RM PEG DTL. 9/A -20 TYP FITTING RM PEG DTL. 9/A -20 TYP. SIDE —LIT MIRROR SIDE —LII M1khUk FITTING RM PEG DTL. 9/A -20 TYP. TOWEL BAR FLOOR DOOR STOP HC BENCH SEE DTL. 4/A -20 FI TTI \ G RV SCALE: 1/4"=1'-0" arm SCALE: 1/2"=1'-0" pob ar 28 LIGHT MIRROR FITT \G RV SCALE: 1/4"=1'-0" / / NOTE: = ITTI \G R SCALE: 1 /4 "- 1'--0" CO PROVIDE BLOCKING BEHIND MIRRORS, TYP. V - REVIEWED CODE COMPLIANCE APPROVED MXi 2 2Cf19 cit/ Of Tukwga • 2867 Southcenter Mall Tukwila, WA 98188 with co. 1725 westlake ave. n. suite 210 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 03.31.08 2 04.18.08 Project Name Project Number Description Scale AS NOTED Issues 02006088.00 Template 4.3 (120101) A -6 REGISTERED ARCHITECT ....A A . �. KEI STATE OF WASHINGTON 6294 PERMIT OWNER REVISIONS WESTFIELD SOUTHCENTER MALL ENLARGED FIT PLAN /DETAILS Computer File CW05- 2008— A6.DWG Architect Registration RECEs ., L- D cr!- Y OFTUKAll A APR 2 9 2008 By Check 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. KLS KLS FLOOR PLAN NOTES BY SYMBOL • 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. ✓ 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.E.C. LIGHT FIXTURE SCHEDULE PLAN MANUFACTURER MODEL # DESCRIPTION MARK A COOPER /METALUX 2GA332Al20VEB82 2'x4' LAY -IN FLUORESCENT, T8 ENERGY SAVING B UTHONIA 8W1AZ INCANDESCENT RECESSED DOWNUGHT, 8 60 WATTS C COOPER /METALUX GA232Al2DVEB81 1'x4' LAY -IN FLUORESCENT, T8 ENERGY SAVING X7 DUAL -LIGHT LXURWELED UTEFORM COLLECTION EXIT LIGHTS /BATTERY BACKUP X2 SURELITES CC7 EMERGENCY LIGHTING /BULBS INCLUDED HUBBELL CSI221W SINGLE POLE HEAVY DUTY TOGGLE SWITCH. 20A 120 -277V -WHITE el INFRARED AND UTILIZE AS ADAPTIVE HUBBELL ATP1277W MICROPROCESSOR TO SELF ADJUST TIME DELAY AND SENSITIVITY os2 ULTRASONIC AND UTILIZE AS ADAPTIVE HUBBELL ATU1277RRW MICROPROCESSOR TO SELF ADJUST TIME DELAY AND SENSITIVITY 8 28 rff iffA L.. 11/13 wlz SCALE: 1/4" = 1'--0" 0 1 0 0 38 1 1 !/f Z/ . a.// fr/f ffi�f //// 111 : : : ; , , , , , 4 MIME ■M= ■■ ■■■ ■.u.. ■■1® •I ELECTRICAL /LIGHTING PLAN ® PROVIDE AND INSTALL NEW 60 AMP NEMA PANEL TO NEW ROOF TOP UNIT ON ROOF. O PROVIDE AND INSTALL NEW DISCONNECT WATER HEATER ABOVE CEILING. VERIFY L © PROVIDE AND INSTALL NEW DISCONNECT STOREFRONT SIGN PER N.E.C. ELECTRICAL /POWER PLAN ME 11 ■I . I ■1EN• ®M■■■ 3R DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM VERIFY LOCATION IN FIELD. AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO NEW OCA11ON IN FIELD. AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO 34 � ■■ ■■ ■MMA.■ ■I■■■■ ■E ■■■ ■I■■■■■ ■I• ■■ / / / / % / / / / // / % % O / % / /OO D OO / / G / / % 0 0 D / / / d / / / / / / / / / G / / / / / / % % / O / % / / O / / / f / f / f % % % % / % % % % % / f % % % % % / /O % f / % MUNE NM MR'S 2867 Southcenter Mall Tukwila, WA 98188 1725 westlake ave. n. suite 210 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 03.31.08 2 04.18.08 Architect Registration 'KEIT11 r_ 'WITH lb STATE OF WASHINGTON Issues By Check PERMIT OWNER REVISIONS RECEIVED CITY OF TUK` IL APR 2 9 2008 PERMIT CFNTFR? Project Name WESTFIELD SOUTHCENTER MALL Project Number 08008018,00 Description POWER /LIGHTING PLAN Computer File CW05- 8008— E1,DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. Frj r, APPROVAL Emem REQUIRED KLS KLS PA \ E L R I S i R D A G R A V RISER DIAGRAvI GENERAL NOTES FLOOR REM EXISTING CONDITIONS AND PRIOR TO BIDDING AND I WATTS F ---- - 1 ® O - — _I® //�� WIRE WATTS DESCRIPTION CKT ]� t TENANT'S GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL COPPER CONDUCTORS. 2. VERIFY ALL EXISTING CONDITIONS IN FIELD. ALL UPGRADES REQUIRED BY CODES, LANDLORD OR TENANT SHALL BE BY TENANT AT TENANTS EXPENSE. 3. ALL WIRING SHALL BE IN CONDUIT E.M.T. OR RIGID. FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTION, MAX LENGTH 6 FEET. NO BX, ROMEX, ARMORED CABLE, ETC ALLOWED. 277/480V 3 PH, 4 WIRE ELECTRICAL SERVICE EXIT /NIGHT LIGHTING C/ C0 12 VERIFY REQUIREMENTS INSTALLATION. RISER DIAGRAv NOTES BY SYMBOL -- O L 1 _ EXISTING ELECTRICAL DISTRIBUTION SYSTEM(S) I FOR OTHER TENANTS L J -- © I I I I I TENANT 2 O PROVIDE AND INSTALL (4) #1/O THWN CU, (1) #6 GROUND IN 2" CONDUIT FOR TENANT SERVICE. O PROVIDE AND INSTALL METER PER LOCAL UTILITY AND LOCAL AUTHORITY RECOMMENDATIONS. V PROVIDE AND INSTALL 200 AMP DISCONNECT FUSED AT 125 AMPS FOR TENANT SERVICE. VERIFY LOCATION IN FIELD. ® PROVIDE AND INSTALL (4) #1 /O THWN CU, (1) # GROUND IN LANDLORD PROVIDED 2" CONDUIT. ® PROVIDE AND INSTALL (4) #1/O THWN CU, (1) #6 GROUND IN 2" CONDUIT FOR PANEL 'H'. © PROVIDE AND INSTALL (3) #10 THWN CU, (1) #8 GROUND IN 3/4" CONDUIT FOR RTU -1 ON ROOF. ® PROVIDE AND INSTALL (3) #10 THWN CU, (1) #8 GROUND IN 3/4" CONDUIT FOR RTU - ON ROOF. ® PROVIDE AND INSTALL 30 AMP DISCONNECT FOR RTU -1 ON ROOF. VERIFY LOCATION IN FIELD. ® PROVIDE AND INSTALL 30 AMP DISCONNECT FOR RT11-2 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) #3/0 THWN CU, (1) #6 GROUND IN 2" CONDUIT FOR PANEL 'A'. 14 PROVIDE AND INSTALL 24 HR, 7 DAY 11MECLOCK FOR SHOW WINDOW AND SIGNAGE. PROVIDE NEW AS REQUIRED J NEW 'H' PANEL NEW PANEL B' — __ -- X -- -- EXISTING LANDLORD WIREWAY SPACE ® 0 3 12 LANDLORD — -- -- PROVIDE AND INSTALL GROUND TO BUILDING STEEL PER N.E.C. \—W PA \— L B Service: 120/208 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 200 Amp Main Circuit Breaker 200 Total Watts: 34,174 NEMA 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE WATTS DESCRIPTION CKT REM 6 1 EXIT /NIGHT LIGHTING 450 12 1/20 X -- -- -- SPACE 2 20,030 3 3 SPACE — __ -- X -- -- -- SPACE 4 5 3 5 SPACE — -- -- 1.7 X VAV 2 -- SPACE 6 X 3 7 SPACE — -- -- X -- -- -- SPACE 8 — 3 9 SPACE — -- -- X -- -- --- SPACE 10 11 WATER HEATER 750 12 2/20 X X -- -- -- SPACE 12 13 750 X -- -- -- SPACE 14 — 2 15 SIGN 1200 12 1/20 X -- -- -- SPACE 16 — SPACE 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 3133 X 1/20 12 1000 GENERAL RECEPTACLES 40 41 3133 X -- -- — SPACE 42 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. ELECTRICAL LOA3 S„ v VARY • • • 120 VOLT CIRCUIT REFER TO RISER DIAGRAM FOR TIMECLOCK AND CONTACTORS LANDLORD SPECIFICATIONS TC OVERRIDE SWITCHES Q:D L____1 TIME CLOCK LIGHT SWITCHING DETAIL NOT TO SCALE SIGN LIGHTS (515) GENERAL LIGHTS (B3) • OFFICE LIGHTS (B5) OFFICE LIGHTS (B7) RECEPTION LIGHTS (B Dos --,v4.0 2867 Southcenter Mall Tukwila, WA 98188 smith eio. 1725 westlake ave. n. suite 210 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 03.31.08 PERV1IT KLS 2 04.18.08 OWNER REVISIONS KLS 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. 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. f �.:pi1t wyc i.c ?OARE Issues E -2 KEI REGISTERED ARCH4TECT STATE OF WASHINGTON 6294 By Check RECEIVED CITY OF T LIKViiiLA APR 2 g ZUU8 PERMIT CENTER \EW PA \EL — CONNECTED KW 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 120 1 VAV 1 2500 10 3/20 X 1 1/0 20,030 TRANSFORMER 2 208 4 3 2500 X 3/125 19,150 4 4 1.2 5 2500 120 X 17,165 6 1.25 1.7 7 VAV 2 2500 10 3/20 X -- -- -- SPACE 8 35.5 KW = 98 6 AMPS 0 120/208 SERVICE 4 9 2500 X -- -- — SPACE 10 11 2500 X -- -- --- SPACE 12 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 LOA3 S„ v VARY • • • 120 VOLT CIRCUIT REFER TO RISER DIAGRAM FOR TIMECLOCK AND CONTACTORS LANDLORD SPECIFICATIONS TC OVERRIDE SWITCHES Q:D L____1 TIME CLOCK LIGHT SWITCHING DETAIL NOT TO SCALE SIGN LIGHTS (515) GENERAL LIGHTS (B3) • OFFICE LIGHTS (B5) OFFICE LIGHTS (B7) RECEPTION LIGHTS (B Dos --,v4.0 2867 Southcenter Mall Tukwila, WA 98188 smith eio. 1725 westlake ave. n. suite 210 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 03.31.08 PERV1IT KLS 2 04.18.08 OWNER REVISIONS KLS 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. 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. f �.:pi1t wyc i.c ?OARE Issues E -2 KEI REGISTERED ARCH4TECT STATE OF WASHINGTON 6294 By Check RECEIVED CITY OF T LIKViiiLA APR 2 g ZUU8 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 9.4 + .25 OF LARGEST LOAD 11.9 208 3 TOTALS: 34.1 35.5 KW = 98 6 AMPS 0 120/208 SERVICE ELECTRICAL LOA3 S„ v VARY • • • 120 VOLT CIRCUIT REFER TO RISER DIAGRAM FOR TIMECLOCK AND CONTACTORS LANDLORD SPECIFICATIONS TC OVERRIDE SWITCHES Q:D L____1 TIME CLOCK LIGHT SWITCHING DETAIL NOT TO SCALE SIGN LIGHTS (515) GENERAL LIGHTS (B3) • OFFICE LIGHTS (B5) OFFICE LIGHTS (B7) RECEPTION LIGHTS (B Dos --,v4.0 2867 Southcenter Mall Tukwila, WA 98188 smith eio. 1725 westlake ave. n. suite 210 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 03.31.08 PERV1IT KLS 2 04.18.08 OWNER REVISIONS KLS 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. 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. f �.:pi1t wyc i.c ?OARE Issues E -2 KEI REGISTERED ARCH4TECT STATE OF WASHINGTON 6294 By Check RECEIVED CITY OF T LIKViiiLA APR 2 g ZUU8 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 15 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: t OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS (05H). 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, 15 INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON, OR NEAR THE CONSTRUCTION SITE. 1.05 DRAWINGS AND SPECIFICATIONS: ALL DRAWINGS AND ALL DIVISIONS OF THESE SPECIFICATIONS SHALL BE CONSIDERED AS A WHOLE AND WORK OF THIS DIVISION SHOW ANYWHERE THEREIN SHALL BE FURNISHED UNDER THIS DIVISION. DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT AND WIRING. MOST DIRECT ROUTING OF CONDUITS AND WIRING 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 15 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 15 PERMITTED, AND ANY RE- DESIGN EFFORT I5 THEREBY NECESSITATED, THE REQUIRED RE- DESIGN SHALL BE AT THE CONTRACTOR'S EXPENSE. 1.10 COORDINATION: COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH-IN AND CONNECTION FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRED ELECTRICAL CONNECTIONS. INFORM CONTRACTORS OF OTHER TRADES THAT REQUIRE ACCESS TO AND CLEARANCES AROUND ELECTRICAL EQUIPMENT TO MAINTAIN SERVICE ABILITY AND CODE COMPLIANCE. VERIFY EQUIPMENT DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION. CHECK ACTUAL JOB CONDITIONS BEFORE FABRICATING WORK. REPORT NECESSARY CHANGES IN TIME TO PREVENT NEEDLESS WORK. CHANGES OR ADDITIONS, SUBJECT TO ADDITIONAL COMPENSATION, WHICH ARE MADE WITHOUT WRITTEN AUTHORIZATION AND AN AGREED PRICE, SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE. 1.11 CUTTING AND PATCHING: ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISION 15 INCLUDED HEREIN. COORDINATION WITH GENERAL CONTRACTOR AND OTHER TRADES I5 IMPERATIVE. CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR AND THE ADDED EXPENSE OF ADJUSTING FOR IMPROPER HOLES, SUPPORTS, ETC. 1.12 ACCEPTANCE DEMONSTRATION: UPON COMPLETION OF THE WORK, AT A TIME TO BE DESIGNATED BY THE OWNER, THE CONTRACTOR SHALL DEMONSTRATE FOR OWNER THE OPERATION OF THE ELECTRICAL INSTALLATION, INCLUDING ANY AND ALL SPECIAL ITEMS INSTALLED BY HIM OR INSTALLED UNDER HIS SUPERVISION. PROPERTY SET AUTOMATIC TIME SWITCHES TO PERFORM SWITCHING OPERATIONS IN ACCORDANCE WITH SCHEDULES PROVIDED BY THE OWNER'S REPRESENTATIVE, AND DEMONSTRATE (USING THE MANUFACTURER'S OPERATING INSTRUCTIONS) HOW TO OVERRIDE AND /OR TEST TIME SWITCHES PROGRAMMING. 1.13 RECORD DRAWINGS, EQUIPMENT DATA: MAINTAIN ONE SET OF CLEAN WORKING DRAWINGS AT THE JOB SITE AND ENTER DAILY SUCH AS -BUILT INFORMATION AS FEEDER AND SERVICE ROUTES, PULL BOX LOCATIONS AND CHANGES IN LAYOUT OR ARRANGEMENT WHICH OCCUR DURING CONSTRUCTION. DELIVER COMPLETED DRAWINGS TO THE OWNER. DELIVER TO THE OWNER'S REPRESENTATIVE THREE COPIES OF DATA SHEETS OR OTHER CURRENT MANUFACTURERS PUBLICATIONS FOR EACH ITEM OF ELECTRICAL EQUIPMENT FURNISHED FOR THE PROJECT INCLUDING AT LEAST THESE DATA: 1. TECHNICAL DESCRIPTION AND REPLACEABLE PARTS LIST. 2. PHYSICAL DESCRIPTION AND INSTALLATION INSTRUCTIONS. 3. USER'S MANUAL AND OPERATING INSTRUCTIONS. 4. MANUFACTURER'S WARRANTY. 1.14 CLEANUP RID THE PREMISES OF SCRAP MATERIALS, TRASH AND DEBRIS BOTH DURING CONSTRUCTION AND AT COMPLETION OF THE PROJECT. LEAVE THE BUILDING AND SURROUNDING AREA IN A CLEAN AND ORDERLY CONDITION. 1.15 GUARANTEE: GUARANTEE THE INSTALLATION FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER DATE OF CERTIFICATION OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS DEVELOPING DURING THIS PERIOD, WITHOUT CHANGE. 1.16 TEMPORARY SERVICES: PROVIDE ADEQUATE AND SAFE TEMPORARY ELECTRICAL POWER AND LIGHTING THROUGHOUT THE CONSTRUCTION AND FINISHING OF THE PREMISES FOR BENEFICIAL OCCUPANCY. IN ADDITION TO SPECIAL OR UNUSUAL REQUIREMENTS, PROVIDE AT LEAST THESE ITEMS: 1. THREE 20 -AMP CIRCUITS FOR CONSTRUCTION POWER TOOLS. PROVIDE 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 UNDERWRITER'S LABORATORIES LABEL. MATERIALS THAT ARE NOT COVERED BY UL TESTING STANDARDS SHALL BE TESTED AND APPROVED BY AN INDEPENDENT TESTING LABORATORY OR A GOVERNMENTAL AGENCY. MATERIAL NOT IN ACCORDANCE WITH THESE SPECIFICATIONS MAY BE REJECTED EITHER BEFORE OR AFTER INSTALLATION. 2.02 CONDUITS AND OTHER RACEWAYS: A. RIGID STEEL: HOT- DIPPED GALVANIZED. B. INTERMEDIATE METAL CONDUIT (IMC): HOT- DIPPED GALVANIZED C. ELECTRICAL METALLIC TUBING (EMT): ELECTRO- GALVANIZED. D. WIREWAY CODE GAUGE STEEL, WITH KNOCKOUTS AND HINGED COVER, CORROSION RESISTANT GRAY BAKED ENAMEL FINISH. E. PROVIDE FITTINGS AND ACCESSORIES APPROVED FOR THE PURPOSE EQUAL IN ALL RESPECTS TO THE CONDUIT OR RACEWAY. EMT CONNECTORS AND, COUPLINGS SHALL BE STEEL SETSCREW TYPE INDOORS AND STEEL COMPRESSION TYPE IN WET LOCATIONS AND OUTDOORS. 2.03 WIRES AND CABLES: A. FOR POWER AND LIGHTING SYSTEM 600V OR LESS: 1. CONDUCTOR: MINIMUM SIZE #12 . A. #12 AND #10 AWG SOLID COPPER. B. #8 AWG AND LARGER SHALL BE STRANDED COPPER. 2. INSULATION TYPE: A. #12 TO #1 AWG: THWN FOR WET OR UNDERGROUND AND THWN FOR DRY LOCATIONS. B. #10 THROUGH #4/0 AWG: XHHW (55 MILS), C. #250 MCM AND LARGER XHHW (65 MILS). D. GROUNDING WIRE: TW. B. FOR SIGNAL AND COMMUNICATIONS CIRCUIT: 1. SPECIAL CABLES SHALL BE AS SPECIFIED ON DRAWINGS. 2. CONDUCTORS FOR GENERAL USE SHALL BE STRANDED COPPER CONDUCTOR, #16 AWG MINIMUM, WITH THWN INSULATION FOR UNDERGROUND OR WET LOCATIONS AND THHN INSULATION FOR DRY LOCATIONS. C. ACCEPTABLE PRODUCTS GENERAL ELECTRIC, ANACONDA, OKONITE, PARANITE OR TRIANGLE PRODUCTS CONFORMING OR EXCEEDING APPLICABLE IPCEA STANDARDS. 2.04 OUTLET BOXES, JUNCTION AND PULL BOXES: A. OUTLET BOXES: 4" SQUARE X 1 - 1/2" DEEP (OR LARGER) GALVANIZED SHEET STEEL KO -TYPE WITH PLASTER RING AND COVER FOR GENERAL INTERIOR USE AND CAST METAL TYPE FS OR 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 15 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 LEMON # 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. 120/2D8 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 15 SHOWN, IT APPLIES TO ALL FIXTURES IN THAT ROOM OR AREA. FOR EXACT FIXTURE COUNT AND LOCATION REFER TO REFLECTED CEILING PLAN. D. WIRE I -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 CONFLICTS WITH OWNER BEFORE SUBMITTING BID. C. ALL HOME RUNS TO PANELBOARDS ARE INDICATED AS STARTING FROM THE OUTLET NEAREST THE PANEL AND CONTINUING IN THE GENERAL DIRECTION OF THAT PANEL, CONTINUE SUCH CIRCUITS TO THE PANEL AS THOUGH THE ROUTES WERE COMPLETELY INDICATED. TERMINATE HOMERUNS OF SIGNAL, ALARM, AND COMMUNICATION SYSTEMS IN A SIMILAR MANNER. D. AVOID CUTTING AND BORING HOLES THROUGH STRUCTURE OR STRUCTURAL MEMBERS WHEREVER POSSIBLE. OBTAIN PRIOR APPROVAL OF OWNER AND CONFORM TO ALL STRUCTURAL REQUIREMENTS WHEN CUTTING OR BORING THE STRUCTURE IS NECESSARY AND PERMITTED. E. FURNISH AND INSTALL ALL NECESSARY HARDWARE, HANGERS, BLOCKING, BRACKETS, BRACING, RUNNERS, ETC. REQUIRED FOR EQUIPMENT SPECIFIED UNDER THIS SECTION. F. PROVIDE NECESSARY BACKING REQUIRED TO INSURE RIGID MOUNTING OF OUTLET BOXES. 3.02 WIRING METHODS: A, NO 'ROMEX' OR 'BX' 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 E IBLE 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 CLIPS ONLY IF ACCEPTABLE TO LOCAL CODE. ONLY ONE CONDUIT IS PERMITTED TO BE ATTACHED TO ANY CEILING SUPPORT WIRE. HANG SUCH CONDUIT 50 AS NOT TO AFFECT LEVEL OF CEILING. 3. AVOID ATTACHING CONDUIT TO FAN PLENUMS. WHEN IT 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 PENETRATION 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 15 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 15 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 I5 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 US-• 2867 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 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 03.31.08 2 04.18.08 Project Number 02008018.00 Scale AS NOTED Template 4.3 (120101) f; - pkIs l:t /, • V'AL. Issues E -3 REGISTERED ARCHITECT KO STATE OF WASHINGTON 6294 PERMIT OWNER REVISIONS Computer File CW05- 2008- ES.DWG Architect Registration RECEIVED CITY OF T1 1 +I(SMLA APR 2 9 " H Project Name WESTFIELD SOUTHCENTER MALL By Check KLS KLS Description ELECTRICAL SPECIFICATIONS 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. PROVIDE AND INSTALL NEW DUCT SMOKE DETECTOR IN SA /RA DUCT AS REQUIRED BY LOCAL CODE TO PROVIDE FAN SHUTDOWN SHEET METAL NOTES 1 r 1 %f//� H300 O 1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL INTENT OF THE WORK. PROVIDE 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, 2. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER TRADES, VERIFY ALL CLEARANCES PRIOR TO THE FABRICATI ❑N OF ANY WORK, 3, DUCTWORK SHALL NOT BE LOCATED OVER ELECTRICAL EQUIPMENT /PANELS. PROVIDE REQUIRED CLEARANCE IN FRONT OF ELECTRICAL EQUIPMENT. DUCTWORK SHALL NOT INTERFERE WITH ELECTRICAL EQUIPMENT CLEARANCE, 4, THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS SUPPORTING STEEL, ETC, FOR THE PROPER INSTALLATI ❑N OF ALL MECHANICAL SYSTEMS, 5. COORDINATE FLOOR, WALL, ROOF PENETRATIONS, LOUVER SIZES, PAD LOCATIONS, ETC, WITH ARCHITECTURAL TRADES. 6, THE CONTRACTOR SHALL REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF GRILLES, REGISTERS, AND DIFFUSERS. 7, INSTALL MANUAL VOLUME DAMPERS AT ALL SUPPLY AIR BRANCH DUCTS TO THE DIFFUSER, BRANCH RETURN AIR DUCT, EXHAUST AIR DUCT, AND OTHER L❑CATI ❑NS AS SHOWN ON PLANS. 8, PROVIDE FLEXIBLE CONNECTION AT DIFFUSER NECK. ALL FLEXIBLE DUCT SHALL BE INSULATED AND LIMITED TO 5' -0" IN LENGTH. 9.DUCTED EXHAUST AND RETURN GRILLES SHALL BE HARD CONNECTED, 10,COORDINATE AND PR ❑VIDE ACCESS DOORS IN HARD CEILING AREAS FOR ACCESS TO TERMINAL UNITS, BALANCING DAMPERS, TERMINAL UNIT HEATING C ❑IL PIPING, ETC. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 11. CONTRACTORS SHALL VERIFY THERE ARE NO COMBUSTIBLES IN THE RETURN AIR PLENUM, IF COMBUSTIBLES ARE PRESENT CONTRACTOR SHALL COORDINATE WITH ARCHITECT /ENGINEER /OWNER'S REPRESENTATIVE COURSE OF ACTION (HARD DUCT RETURN SYSTEM OR ELIMINATE C ❑MBUSTIBLES -- FIREPROOF, WRAP, ETC.) 12,ALL SHEET METAL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSI ❑NS. I e O X X,DUCT MAIN MECHANICAL PLAN M 2 4x12 B -5 50 SCALE:1 /4" _ H1 ECHANICAL NOTES 1. DUCT LINING IS NOT ALLOWED a iir 2. ALL SUPPLY AIR DUCTWORK SHALL BE WRAPPED WITH 1' INSULATION TO MATCH EXISTING, 3. PROVIDE AND INSTALL FIRE DAMPERS WHERE DUCTS PENETRATE RATED C❑NSTRUCTI ❑N. ALL DUCTS PENETRATING SHAFTS (SMOKE BARRIERS) SHALL HAVE C❑MBINATI ❑N FIRE /SMOKE DAMPERS ACTIVATION 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 INSTALLATI ❑N OF THE SYSTEM. 5. PR ❑VIDE BALANCING DAMPERS IN ALL BRANCH DUCTWORK AS REQUIRED FOR PROPER BALANCING OF THE SYSTEM. 6, THE ENTIRE C❑NSTRUCTI ❑N 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 C ❑ORDINATE INSTALLATION OF HIS WORK WITH ALL OTHER TRADES TO AV ❑ID CONFLICTS AND INTERFERENCES DURING C❑NSTRUCTI ❑N. 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 PRIOR TO ANY EQUIPMENT PURCHASE, 10,TESTING & BALANCING - ENGAGE THE SERVICES OF AN INDEPENDENT CERTIFIED TEST AND BALANCE AGENCY THAT SPECIALIZED IN AND WHO'S BUSINESS IS LIMITED TO THE TESTING AND BALANCING OF HVAC SYSTEMS AND HYDR ❑NIC SYSTEMS. THE AGENCY SELECTED SHALL BE CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB), AGENCY SHALL SUBMIT A COMPLETE REPORT BASED ON SMACNA "BALANCING AND ADJUSTMENT MANUAL', THE HVAC SYSTEM SHALL BE TESTED AND BALANCED TO DEMONSTRATE THAT SPECIFIED CAPACITY AND PROPER CONTROL FUNCTIONING HAS BEEN ATTAINED. 11.START - UP FOR ALL EQUIPMENT SHALL BE CONDUCTED BY EACH MANUFACTURER'S START -UP REPRESENTATIVE, INCLUDE FINAL REPORT AND CERTIFICATE. PR ❑VIDE OWNER'S MANUAL AND TRAINING FOR MAINTENANCE PERSONNEL FOR EACH TYPE OF EQUIPMENT, 12,ALL EQUIPMENT AND C❑MBUSTI ❑N VENT TERMINATI ❑N ETC, SHALL BE INSTALLED PER MANUFACTURERS REC❑MMENDATI ❑NS. VERIFY AND LOCATE EQUIPMENT BASED ON MANUFACTURERS RECOMMENDED CLEARANCES. 13,C ❑NTRACT ❑R SHALL PROVIDE RETURN AIR TRANSFER DUCTWORK FOR ALL ROOMS WITH WALLS FROM FINISHED FLOOR TO BOTTOM OF DECK. COORDINATE WALL L❑CATI ❑NS WITH ARCHITECTURAL TRADES. 16x10 GENERAL NOTES 1. CONTRACTORS SHALL PR ❑VIDE EQUIPMENT AND SPECIALTIES INDICATED HERE -IN TO PROVIDE A COMPLETE AND WORKING SYSTEM. 2. CONTRACTORS SHALL COMPLY WITH ALL LAWS, LOCAL ORDINANCES AND CODES OF THE STATE, FEDERAL AGENCIES AND MUNICIPALITY. CONTRACTORS SHALL SECURE AND PAY FOR ALL NECESSARY FEES AND PERMITS REQUIRED IN THE PERFORMANCE OF HIS WORK, ALL CUTTING AND PATCHING FOR NEW WORK SHALL BE DONE BY THIS CONTRACTOR WITH THE APPROVAL OF THE OWNER'S REPRESENTATIVE, 3. CONTRACTOR SHALL VISIT THE SITE AND CHECK THE EXISTING C❑NDITI ❑NS BEFORE SUBMISSI ❑N 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 D❑CUMENTATI ❑N IS UNCLEAR OR INCOMPLETE TO THE CONTRACTOR HE SHALL S❑ STATE IN WRITING TO THE OWNER'S REPRESENTATIVE /ENGINEER AND REQUEST CLARIFICATI ❑N ON THOSE ITEMS REQUIRING CLARIFICATI ❑N, IF NO SUCH STATEMENT IS MADE IT SHALL BE PRESUMED THAT THE CONTRACTOR FULLY UNDERSTANDS THE INTENT OF A FUNCTION OF THE SYSTEM DESCRIBED, 5, ANY CLAIMS FOR ADDITIONAL SERVICES BASED UPON UNDERSTANDING OF THE SYSTEMS WILL NOT BE ALLOWED, CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO CONVEY THE SCOPE OF WORK AND GENERAL ARRANGEMENT OF EQUIPMENT. D❑ NOT SCALE DRAWINGS, 6. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES, CONTRACTOR SHALL SECURE FINAL OCCUPANCY INSPECTION AND SUBMIT CERTIFICATES TO THE OWNER'S REPRESENTATIVE, CONTRACTOR SHALL FURNISH THE OWNER WITH A WRITTEN GUARANTEE TO CORRECT ALL IMPERFECTIONS 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 PROVIDE, 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 FUNCTI ❑N IN ITS INTENDED USE. 8. CONTRACTOR SHALL SUBMIT SUBMITTALS FOR ALL EQUIPMENT AND MATERIALS FOR REVIEW PRIOR TO PURCHASE, 9, AFTER INSTALLATION IS COMPLETE, CONTRACTOR SHALL BE RESPONSIBLE FOR STARTUP, INSPECTORS' APPROVAL AND CLEAN UP. f RG -1 x Q THERMOSTAT -'- r'i DUCT FLEX CONTROLS NOTE SD -11 24'x24" SUPPLY DIFFUSER RG -1: 24'x24' RETURN GRILLE Ill CEILING MOUNTED INLINE EXHAUST FAN, FMB CONTROLS SHALL MATCH MALL CONTROLS SYSTEM. CONTROLS CONTRACTOR SHALL TIE -INTO EXISTING CONTROLS FOR OPERATION. 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. 1)6a -z40 14' MO /4f f E` °lfiR t 2867 Southcenter Mall Tukwila, WA 98188 smith c*. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.orgl Consultant Consultant Registration Issues and Revisions No. Date 1 03.31.08 2 04.18.08 Issues Project Number 02008018.00 Scale AS NOTED Template 4.3 (120101) M -1 REGISTERED ARCHITECT KEI 1 STATE OF WASHINGTON 6294 PERMIT OWNER REVISIONS Description MECHANICAL PLAN Computer File CW05- 2008— M1,DWG Architect Registration RECEIVED CITY OF i Di��rililA APR 2 9 Mid 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 FAN POWERED VARIABLE AIR VOLUME BOX SCHEDULE MARK FMB -1 FMB -2 FMB -3 FMB -4 FMB -5 INLET SIZE 6 "0 8 "0 10 "0 12 "0 14 "0 PRIMARY AIR CFM RANGE: MINIMUM 80 145 230 325 450 MAXIMUM 500 900 1400 2000 3000 DESIGN PRIMARY AIR FLOW (MAXIMUM COOLING CFM) SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN MINIMUM DESIGN PRIMARY AIR INLET S.P. (in. w.g.) 0.5" 0.5" 0.5" 0.5" 0.5" FAN DESIGN AIR FLOW (CFM) 300 500 700 950 1500 MINIMUM DOWNSTREAM S.P. (in. w.g.) (FAN S.P.) 0.5" 0.5" 0.5" 0.5" 0.5" NC DISCHARGE @ PRIMARY AIR 0 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 ARCHITECT'S 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 500 (50) OTHERWISE NOTED MIN. STOP @ ()% OF DESIGN PRIMARY AIR CFM a¢a¢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. 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. 45" CLINCH COLLAR OR ROUND SPIN -IN FITTING CONNECTION WITH MANUAL VOLUME DAMPER AND LOCKING QUADRANT. (SEE PLAN) RECTANGULAR SUPPLY DUCT CEILING NOT TO SCALE TRANSITION TO ROUND OR ROUND DUCT SAME AS DIFFUSER NECK UNLESS NOTED OTHERWISE. (SEE PLAN) MAX. 5' -0" LONG (EXTENDED) ROUND FLEXIBLE DUCT CONNECTION SAME AS DIFFUSER NECK DIA. (1 -90° BEND. MAX.) CEILING DI FFUSER (SEE PLAN) STANDARD DIFFUSER AND DUCT CONNECTION DETAIL MANUAL AIR VOLUME DAMPER W/ LOCKING QUADRANT (TYPICAL) TRANSITION TO ROUND W HEN REQUIRED (SEE PLAN) Wag CLAMP (TYP) I1 2867 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 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 03.31.08 2 04.18.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number Description Computer File 02006088.00 Scale AS NOTED Issues CW05- 2008- T1.DWG Template 4.3 (120101) M -2 Architect Registration REGISTERED „, ARCHITECT KEI STATE OF WASHINGTON 6294 PERV1IT OWNER REVISIONS RECEIe,/4D GITY OF TiirilfiLA GENERAL INFORMATION APR 2 Y 2008 By Check 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. KLS 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 I 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 BETTER IN AT ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY CLIENT'S PROJECT MANAGER OR ENGINEER THROUGH SHOP DRAWING SUBMITTAL PROCESS FOR ACCEPTANCE PRIOR TO EQUIPMENT BEING ORDERED. IF THE MECHANICAL CONTRACTOR WISHES TO SUBMIT ON ALTERNATE EQUIPMENT, THE CONTRACTOR SHALL SUPPLY CUT SHEETS DESCRIBING DIMENSIONAL DATA, UNITS OPERATING WEIGHTS AND ELECTRICAL CHARACTERISTICS TO THE ENGINEER. IN ADDITION, CONTRACTOR WILL SUPPLY ENGINEER WITH COMPUTER GENERATED PERFORMANCE DATA FROM CONTRACTORS EQUIPMENT REPRESENTATIVE FOR ALTERNATE EQUIPMENT. PERFORMANCE DATA SHALL BE CALCULATED FROM DESIGN CONDITIONS LISTED ON THE EQUIPMENT SCHEDULES. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ADDITIONAL COSTS INCURRED BY OTHER CONTRACTORS AS A RESULT OF USING EQUIPMENT NOT SPECIFIED OR SCHEDULED. EXAMPLES WOULD BE LARGER WIRE OR CIRCUIT BREAKER SIZES OR ADDITIONAL STRUCTURAL SUPPORT. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTS EXPENSE. 15020 DEMOLITION: A. REMOVE ALL PIPING, DUCTWORK AND EQUIPMENT NOT BEING REUSED. PIPING AND ACCESSORIES ASSOCIATED WITH EQUIPMENT BEING REMOVED, BUT NOT NECESSARILY NOTED ON DRAWINGS, SHALL ALSO BE REMOVED. B. EQUIPMENT AND MATERIALS BEING REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER. THE OWNER SHALL INDICATE WHICH ITEMS IF ANY ARE TO BE RETAINED. ITEMS TO BE SALVAGED SHALL BE MOVED TO A STORAGE AREA THAT 15 DESIGNATED BY THE OWNER. ALL OTHER MATERIALS AND EQUIPMENT, NOT WANTED BY THE OWNER, SHALL BE REMOVED FROM THE SITE AND BE PROPERLY DISPOSED OF. C. WHERE EXISTING WALLS, FLOORS OR OTHER PORTIONS OF THE BUILDING REQUIRE PATCHING AFTER REMOVAL OF MATERIAL OR EQUIPMENT, THE PATCHING SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR. D. NO ASBESTOS WORK OF ANY NATURE SHALL BE PERFORMED BY THE CONTRACTOR PURSUANT TO THIS CONTRACT. IF DURING THE CONSTRUCTION OF THIS PROJECT, WORK INVOLVING ASBESTOS IS SUSPECTED OR ENCOUNTERED, PROMPTLY NOTIFY THE OWNER, AND THE OWNER, WITH HIS OWN FORCES OR BY SEPARATE CONTRACT SHALL BE RESPONSIBLE FOR COMPLETE REMOVAL AND DISPOSITION OF THE ASBESTOS. IF THE CONTRACTOR CLAIMS THAT DELAY AND ADDITIONAL COST 15 INVOLVED BECAUSE OF THIS ACTION, HE SHALL MAKE CLAIM AS PROVIDED ELSEWHERE IN THE CONTRACT DOCUMENTS. 15400 PLUMBING: (THE WORD CONTRACTOR IN THIS SECTION SHALL REFER TO TENANTS PLUMBING CONTRACTOR.) A. SCOPE UNLESS NOTED OTHERWISE, THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSTALLATION OF A COMPLETE AND TENANT ACCEPTABLE OPERATING PLUMBING SYSTEM HEREIN DESCRIBED INCLUDING: HOT AND COLD WATER SYSTEMS, CONNECTION TO EXISTING SANITARY SEWER SYSTEMS, PLUMBING FIXTURES, MISCELLANEOUS PLUMBING AND INSULATION. B. MATERIALS UNDERGROUND SANITARY SEWER AND VENT PIPING: BELL AND SPIGOT COST IRON WITH LEAD AND OAKUM OR NEOPRENE COMPRESSION JOINTS OR HUBLESS CAST IRON WITH TYPE MG CAST IRON COUPLINGS. STAINLESS STEEL BONDS ARE ACCEPTABLE IF COATED WITH BITUMASTIC. ABOVE GROUND SANITARY SEWER AND VENT PIPING: BELL AND SPIGOT CAST IRON WITH LEAD AND OAKUM OR NEOPRENE COMPRESSION JOINTS: OR HUBLESS CAST IRON PIPE AND JOINTING SYSTEM EXCEPT THAT TYPE MG CAST COUPLINGS SHALL BE USED FOE STOCKS MANE THAN 25 FT. HIGH. VENT PIPING MAY ALSO BE SCHEDULE 40 GALVANIZED STEEL WITH CAST IRON SCREWED DRAINAGE FITTINGS. VENT PIPING PASSING THROUGH ROOF: CAST IRON WITH NOT LESS THAN 12" PROJECTION ABOVE ROOF WITH APPROVED FROST JACKETS. WATER PIPING - TYPE L HARD COPPER WITH WROUGHT COPPER FITTINGS AND SHUT -OFF VALVE AT EACH FIXTURE. PIPING OF DISSIMILAR METALS MUST BE DIELECTRIC ALLY ISOLATED. CONDENSATE DRAIN PIPING: SAME AS WATER PIPING. PIPE HANGERS: CONFORM TO ANSI /MSS SP58, CONSTRUCT HANGERS OF CORROSION RESISTANT GALVANIZED STEEL (MICHIGAN #100), EXCEPT PROVIDE COPPER PLATED HANGERS SUPPORTING COPPER PIPING (MICHIGAN #100). SPACE HANGERS AS REQUIRED BY CODE, WITH A MINIMUM OF ONE HANGER PER PIPE JOIST. SUPPORT HANGER FROM TOP OF STRUCTURAL MEMBER. DO NOT SUPPORT FROM ROOF DECK OR OTHER EQUIPMENT. VERTICAL PIPING SHALL BE SUPPORTED WITH STANDOUT HANGERS AT EACH JOINT AND RISER CLAMPS AT FLOOR AND ROOF. SMALL PIPING (3/4" OR LESS) IN WALLS MAY BE SUPPORTED FROM METAL WASTE OR VENT PIPING USING WEJ -IT "ADJUSTABLE SPACER SYSTEM" COMPONENTS. C. TESTING TEST ALL PLUMBING PIPES AS REQUIRED BY STATE, CITY OR LOCAL CODES AND ORDINANCES. TESTS SHALL BE MADE IN THE PRESENCE OF THE PROPER INSPECTION AUTHORITIES, AUTHORIZED REPRESENTATIVE OF TENANTS ARCHITECT AND /OR THE LANDLORD'S ARCHITECT. FURNISH ALL NECESSARY TEST CERTIFICATES TO THE ARCHITECT. D. DISINFECTING WATER PIPES DISINFECT THE ENTIRE WATER SUPPLY SYSTEM, FILLING WITH A SOLUTION OF 50 PPM OF AVAILABLE CHLORINE AND ALLOW TO STAND SIX HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. E. PIPING INSULATION: EDIT FOR THICKNESS REQUIRED. INSULATE DOMESTIC HOT WATER, COLD WATER AND CONDENSATE PIPING WITH 1/2" FIBERGLASS, WITH ALL PURPOSE JACKET: SEAL ALL JOINTS. INSULATE FITTINGS WITH MITERED SEGMENTS AND VAPOR SEALS, INSULATE ALL EXPOSED WASTE AND WATER PIPING ON HANDICAP FIXTURES USING TRUBRO KIT NO. 102W WITH ACCESSORY NO. 105, OR APPROVED EQUAL. F. CUTTING AND PATCHING THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED TO INSTALL ANY PORTION OF THIS WORK. PATCH WITH NEW MATERIALS OF THE SAME TYPE THAT WAS REMOVED. REFINISH PATCHED SURFACE TO MATCH EXISTING ADJACENT SURFACES. ALL ROOF PENETRATION BY LANDLORD'S ROOF CONTRACTOR AT FIFE CONTRACTOR'S EXPENSE. G. SANITARY SEWAGE CONNECT NEW WASTE PIPING TO EXISTING SANITARY WASTE AT THE APPROXIMATE LOCATION SHOWN. VERIFY EXACT LOCATION AND INVERT ELEVATION BEFORE COMMENCING WORK. H. COLD WATER SERVICE FURNISH AND INSTALL NEW COLD WATER PIPING FROM EXISTING PIPING 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. 08 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. G.C. TO PROVIDE A COPY OF THE FIND BALANCING REPORT TO LANDLORD, TENANT, CODE OFFICIALS (IF REQUIRED) AND .3 COPIES TO THE ENGINEER. NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. H. START UP OF SYSTEMS. GUARANTEE AND INSTRUCTIONS THIS CONTRACTOR SHALL GUARANTEE AND MAINTAIN THE STABILITY OF ALL WORK AND MATERIALS FOR A PERIOD OF ONE (I) YEAR AFTER THE FINAL PAYMENT FOR COMPLETION OF THE WORK AS EVIDENCED BY FINAL APPROVAL OF TENANT'S ARCHITECT. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE- MENTIONED PERIOD MUST BE IMMEDIATELY CORRECTED BY THIS CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF TENANT'S ARCHITECT AND ENGINEERS. SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHINGS OF THE BUILDING RESULTING FROM THE ORIGINAL DETECTOR REPAIRS THERETO. TENANTS DESIGNATED OPERATING PERSONNEL SHALL BE FULLY INSTRUCTED BY THIS CONTRACTOR IN THE OPERATION OF EACH MECHANICAL SYSTEM AT THE TIME IT 15 BEING PUT IN SERVICE. ASSEMBLE IN PORTFOLIO FORM AND DELIVER TO TENANT BEFORE FINAL PAYMENT 15 MADE FOUR (4) COMBINED SETS OF SHOP DRAWINGS, MANUFACTURERS BULLETINS OR OTHER DATA AS REQUIRED COVERING THE CARE, MAINTENANCE, AND OPERATION OF EACH PIECE OF EQUIPMENT FURNISHED. I. DIFFUSERS. GRILLES AND REGISTERS FURNISH AND INSTALL: TITUS, OR APPROVED EQUAL CEILING DIFFUSERS AS SCHEDULED. IF CONTRACTOR WISHES TO SUBMIT DIFFERENT GRILLES, REGISTERS, OR DIFFUSERS, CONTRACTOR WILL SUBMIT SHOP DRAWINGS TO ENGINEER PRIOR TO PURCHASING ANY MATERIAL. L. EXHAUST SYSTEM FURNISH AND INSTALL COOK. PENN, GREENHECK OR EQUAL, CEILING EXHAUST FAN WITH BACKDRAFT DAMPERS AND DUCTWORK COMPLETE AS SHOWN ON DRAWINGS. M. INSULATION 1. ALL CONCEALED SUPPLY DUCTWORK SHALL BE EXTERNALLY INSULATED. a. MATERIAL: OWENS- CORNING OR APPROVED EQUAL 1/2" REINFORCED FOIL FACED FIBERGLASS (VAPOR SEALED) INSULATION. INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2. EXPOSED SUPPLY DUCTWORK SHALL BE ACOUSTICALLY LINED 10' -0" MINIMUM FROM ANY FAN OR SHOWN ON THE PLANS. a. ACOUSTICAL INTERNAL INSULATION SHALL BE I" OWENS - CORNING FIBERGLASS COATED DUCT LINER BOARD OR APPROVED EQUAL. DUCT SIZES SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. APPLY INSULATION WITH MANUFACTURER'S APPROVED ADHESIVES, MASTICS AND MECHANICAL FASTENERS. 3. ALL RETURN EXPOSED OR CONCEALED SHALL BE ACOUSTICALLY LINED 10' -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. 2867 Southcenter Mall Tukwila, WA 98188 Consultant Issues and Revisions No. Date 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. Frr smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Registration 1 03.31.08 2 04.18.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description MECHANICAL SPECIFICATI ❑NS Computer File CW05- 2008— M2,DWG Scale AS NOTED Template 4.3 (120101) M -3 6294 Issues By Check PERMIT OWNER REVISIONS Architect Registration REGISTERED ARCHITECT KEI . • 1 STATE OF WASHINGTON CITY n Ti A APR 2 9 2008 PERMIT CENTER KLS KLS PLUVBI \G FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL NUMBER NOTES WC AMERICAN STANDARD #2168.100 C/W SUPPLY PIPING, ANGLE VALVE, WALL FLANGE AND FLEXIBLE RISER. (ZURN ZH- 8825- CR -LK) SEAT OLSONITE #46SSTL LAV ADVANCE 7 -PS -50 STAINLESS STEEL SINK, LEVER OPERATED DRAIN K -26, S.S. BASKET K -6, ADVANCE FAUCET K -9, WH A.O. SMITH ELJF -10 1O -G.A. STORAGE CAPACITY, 3.0 INPUT, 208V. ELECTRIC WATER HEATER FD ZURN ZN- 415 -6S CAST WITH DEEP SEAL TRAP AND 6" STRAINER TP PPP INC. #PR -500 FULLY AUTOMATIC, ALL BRASS TRAP PRIMER VALVE, ACTIVATED BY A DROP IN BUILDING WATER PRESSURE, NO AJUSTMENT REQUIRED, MODEL PRIME -RITE FOR 1 TO 4 TRAPS WITH DISTRIBUTION UNIT. MUST BE INSTALLED ON A FRESH COLD WATER LINE OF 1 1/2" DIAMETER OR LESS, AS INDICATED ON DRAWINGS, OR REQUIRED BY PLUMBING CODE. WCO ZURN __ WALL CLEAN OUT -CAST IRON CLEAN OUT TEE WITH BRONZE THREADED CLEAN OUT PLUG. PLUG TO BE GAS AND WATER TIGHT. WALL ACCESS PANEL - ZURN #ZANB-1460--9 9 "x9" WALL ACCESS PANEL AND FRAME: SMOOTH NICKEL BRONZE SECURING LUGS. Ce- GENERAL PLU v1RI\ G NOTES 1. ALL PLUMBING INSTALLATIONS SHALL COMPLY WITH STATE AND LOCAL CODES. 2. PLUMBING CONTRACTOR SHALL MAKE CORRECTIONS IF WATER SUPPLY AND DRAINAGE FOR THE BUILDING ARE REVERSED. 3. INSTALL ALL THREADED CLEANOUT PLUGS WITH PIPE DOPE TO ALLOW EASY REMOVAL IN THE FUTURE. 4. IT WILL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO INSURE THAT ITEMS TO BE FURNISHED UNDER PLUMBING CONTRACT WILL HT THE SPACE AVAILABLE - PLUMBING CONTRACTOR SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPACE REQUIREMENTS, INCLUDING THOSE FOR CONNECTIONS AND SHALL FURNISH AND INSTALL SUCH SIZES AND SHAPES OF EQUIPMENT THAT ARE THE TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 5. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, FLOORS, AND ROOF WITH EACH CONTRACTOR RESPONSIBLE FOR VERIFYING LOCATION AND SIZES OF ALL OPENINGS REQUIRED UNDER HIS CONTRACT, UNLESS NOTED OTHERWISE ON THE PLANS. 6. PLUMBING CONTRACTOR SHALL PROVIDE PRESSURE REDUCING VALVE, SWEAT TYPE, 30 -60 PSIG DISCHARGE RANGE WHERE REQUIRED BY LOCAL CODES. 7. ALL PLUMBING FIXTURES SHALL BE NEATLY CAULKED WITH SILICONE COMPOUND WHERE FIXTURE MEETS WALL. 8. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL AND CONTROL CONNECTIONS TO PLUMBING EQUIPMENT WITH THE ELECTRICAL CONTRACTOR. SEE PLANS FOR LOCATIONS OF JUNCTION BOXES, DISCONNECTS, AND CIRCUIT BREAKERS (PANEL BOARDS). TYPE, SIZE AND NUMBER OF CONDUCTORS AND CONDUITS TO EQUIPMENT SHALL BE COORDINATED WITH & VERIFIED BY THE ELECTRICAL CONTRACTOR. IN CASE OF PLUMBING EQUIPMENT CONNECTION TO A CIRCUIT BREAKER, THE NUMBER AND SIZE OF CONDUCTORS AND CONDUIT SHALL CONFORM TO THE LATEST NATIONAL ELECTRICAL CODE REGULATIONS. ALL MOTOR STARTERS, SWITCHES, CONTROL DEVICES, ETC., PROVIDED BY 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. 1 ' • SCALE: N.T.S. WC TO TRAP PRIMER CONNECTION AT FD FD LAV WATER RISER DIAGRAM PROVIDE BALL VALVE. UNION 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 FD LAV EXTEND NEW 4" SS TO EXISTING SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. 1 3" FD W /TRAP PRIMER • • • • /EP /EP C PROVIDE AND INSTALL 4" V.T.R. 7 1 0 SCALE: N.T.S. > 1 WC 3" FD W /TRAP PRIMER PL SCAB n LAV wco 1 /4" C WASTE RISER DIAGRAM 0 EXTEND NEW 4' SS TO EXISTING SYSTEM, VERIF( EXACT LOCATION, FLOW AND DEPTH. G PLA DO6 -2)40 2867 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 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 03.31.08 2 04.18.08 Project Number 02008018,00 6294 PERMIT OWNER REVISIONS Project Name WESTFIELD SOUTHCENTER MALL Description PLUMBING PLAN Computer File CWO5- 2008— P1,DWG Scale AS NOTED Template 4.3 (120101) F' .4Tr FERhlfk 'WD t. z 4PC.NA& P -1 Architect Registration Issues By Check rtEGEIv D CITY OF TUKWI A APR 2 9 2008 All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Iic and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. KLS KLS tt �r� utNItK