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Permit D08-218 - WESTFIELD SOUTHCENTER MALL - OKI DOKI - IMPROVEMENT
OKI DOKI 2897 SOUTHCENTER MALL D08 -218 Design Occupant Load: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /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 -218 Occupant /Tenant: OKI DOKI Building Address: 2897 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 Sprinlder System: Provided: Y Required: Y 47 DAT 42w THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Cit#bf Tukwila Parcel No.: 6364200010 Address: 2897 SOUTHCENTER MALL TUKW Suite No: Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Tenant: Name: OKI DOKI Address: 2897 SOUTHCENTER MALL , TUKVVILA WA DEVELOPMENT PERMIT Contact Person: Name: KEITH SMITH Address: 1725 WESTLAKE AV N, STE 210 , SEATTLE WA 98109 Phone: 206 713 -076 Contractor: Name: SWINERTON BLDERS NORTHWEST INC Address: 3030 SW MOODY AV, STE 250 , PORTLAND, WA 97201 -4897 Phone: 425 283 -5278 Contractor License No: SWINEBN970J5 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 -218 Issue Date: 05/12/2008 Permit Expires On: 01/13/2009 Expiration Date: 07/19/2009 Value of Construction: $115,500.00 Fees Collected: $2,770.08 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0009 D08 -218 Printed: 07 -21 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N doc: IBC -10/06 City Tukwila Permit Center Authorized Signature: uV 'ET 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: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: N I hereby certify that I have read and eilami<ned this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. Signature: f V t/ `'` Print Name: V / 7r eAe r" Date: Date: Permit Number: D08 -218 Issue Date: 05/12/2008 Permit Expires On: 01/13/2009 Public: Non - Profit: N Public: The granting of this e t does not presume to giv - rity to violate or cancel the provisions of any other state or local laws regulating construction or th perf rmance of wg1k. I autho o sign and obtain this development permit. `7—Z / —c This permit shall become null and void if the work is not mmenced 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 insp ction. D08 -218 Printed: 07 -21 -2008 City 41 Pf Tukwila Parcel No.: 6364200010 Address: 2897 SOUTHCENTER MALL TUKW Suite No: Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Tenant: Name: WESTFIELD VANILLA BOX Address: 2897 SOUTHCENTER MALL , TUKWILA WA DEVELOPMENT PERMIT Contact Person: Name: KEITH SMITH Address: 1725 WESTLAKE AV N, STE 210 , SEATTLE WA 98109 Phone: 206 713 -076 Contractor: Name: SWINERTON BLDERS NORTHWEST INC Address: 3030 SW MOODY AV, STE 250 , PORTLAND, WA 97201 -4897 Phone: 425 283 -5278 Contractor License No: SWINEBN970J5 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 -218 Issue Date: 05/12/2008 Permit Expires On: 11/08/2008 Expiration Date: 07/19/2009 Value of Construction: $115,000.00 Fees Collected: $2,638.20 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0009 D08 -218 Printed: 05 -12 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Print Name: doc: IBC -10/06 City &Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: Water Meter: N I hereby certify that I have read and ex mired this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied wi hether 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 perfo e of work. ( I am authorize sign and obtain this development permit. AW Signature: L Date: / — v V tq- ht tab lz Permit Number: D08 -218 Issue Date: 05/12/2008 Permit Expires On: 11/08/2008 Date: K6 �2 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 - 218 Printed: 05 -12 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Parcel No.: 6364200010 Address: 2897 SOUTHCENTER MALL TUKW Suite No: Tenant: OKI DOKI Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -218 Status: ISSUED Applied Date: 04/24/2008 Issue Date: 05/12/2008 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: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the doc: Cond -10/06 D08 -218 Printed: 07 -21 -2008 following concerns: • • 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 16: 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) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: 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) 26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) doc: Cond -10/06 D08 -218 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 27: 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) 28: 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) 29: 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) 30: 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) 31: Sprinlders 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) 32: 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) 33: 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. 34: Local U.L. central station supervision is required. (City Ordinance #2051) 35: 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) 36: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: 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) 40: 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. 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 42: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed D08 -218 Printed: 07 -21 -2008 description of intended use. • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: 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 -218 Printed: 07 -21 -2008 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 ve a ority to violate or cancel the provision of any other work or local laws regulating construction or the e ormance of work. 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 ci-z-t Li D A - v-(A,-) z Date: , 7 /_- o a D08 -218 Printed: 07 -21 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 2897 SOUTHCENTER MALL TUKW WESTFTELD VANILLA BOX PERMIT CONDITIONS • Permit Number: Status: Applied Date: Issue Date: D08 -218 ISSUED 04/24/2008 05/12/2008 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: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the doc: Cond -10/06 D08 -218 Printed: 05 -12 -2008 following concerns: • • 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 16: 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) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: 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) 26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) doc: Cond -10/06 D08 -218 Printed: 05 -12 -2008 34: Local U.L. central station supervision is required. (City Ordinance #2051) 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 • 27: 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) 28: 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) 29: 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) 30: Maintain sprinlder 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) 31: 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) 32: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 33: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 35: 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) 36: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: 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) 40: 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. 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 42: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed D08 -218 Printed: 05-12 -2008 description of intended use. • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: 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 -218 Printed: 05 -12 -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: Print Name: �-- LJ ✓l r doc: Cond -10/06 D08 -218 Date: ordinances governing or local laws regulating Printed: 05-12 -2008 Site Address: v -� 7 (/ v 7!CC6I / Tenant Name: Property Owners Name: Mailing Address: Name: Mailing Address: Company Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup://www.citukwila.wa.us Contact Person: E -Mail Address: Contractor Registration Number: c co: CHIT Company Name: Mailing Address: Contact Person: E -Mail Address: 9116 INEER :OF REC CklIftvog tt Q:Wpplicationaorms- Applications On Linea -2006 - Permit Application.doc Revised 9 -2006 bh Mans must be wet stamped by Architect of Reco must be wet stamped: 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 ** 1 LOCATI King 7o Assessor's Tax No.: ('34: Tc?e - :,,'? l "44 Suite Number: 3-2-°a Floor: 2.J ` ilk City New Tenant: XT Yes ❑ ..No TPERS( owe contact hen your permit is ready to be issued WEIN, Day Telephone: /�/� '. ' 1 s i p / d9 S G . Q s / l C fi i �O V (, ✓ Fa � � s;41 'l O lg E -Mail Address: � F Number: City Day Telephone: Fax Number: RAL CONTRACTOR INFORMATI Contractorinforniationfor 'Mechanical '4 for Plumbin and Gas Piping t Mpg) g� (pg 5 Mailing Address: City Day Telephone: Fax Number: Expiration Date: State Zip '1(0 Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Page 1 of 6 BUILDING PERMIT INFORMATION 206- 431 -367 Valuation of Project (contractor's bid price): $ Scope of Wo k (plea e prov' ' e detailed i formation): t £ k' plum bifl Will there be new rack storage? ❑ Yes Existing Building Va1u. ion: $ /A 1— Lt L L K No If yes, a separate permit and plan submittal will be required. rovid Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling provide the following: Lot Area (sq ft): 4 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 ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous material in the building? ❑ Yes 2'' No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. QAApplications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9-2006 bh Page 2 of 6 . -`S i ' • Exishng ��� 'Interior Remodel F A ddition to Existng P icture �,,� �.� �� , f N f 'C h ,� � 1yew � f ., . � - 5 o f ` r §v,,. Constntct p er L` st ^t Y ZC �� .� ,IB G. � t. e o Typf ' Occupan per`' 8, °•� a IBC.. �� ill F loor , 2na Oot 4 3 ` loor M:. Floors���thru Basentent Accessory l ctnre , Attached Garag e��� Detached Garage Attached Carport ��� ,ttr Detached Carport Cowered Deck Uncovered Deck a, BUILDING PERMIT INFORMATION 206- 431 -367 Valuation of Project (contractor's bid price): $ Scope of Wo k (plea e prov' ' e detailed i formation): t £ k' plum bifl Will there be new rack storage? ❑ Yes Existing Building Va1u. ion: $ /A 1— Lt L L K No If yes, a separate permit and plan submittal will be required. rovid Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling provide the following: Lot Area (sq ft): 4 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 ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous material in the building? ❑ Yes 2'' No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. QAApplications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9-2006 bh Page 2 of 6 Unit Type: Qty Unit. Type: ` Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct 1 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 System t/Refrig/Cooling Sys Incinerator - Domestic Other Mechanical F rl �i�+Y l , fr Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Company Name: Mailing Address: Use: Residential: New .... ❑ Commercial: New .... MECAANI CAL;PERMIT INFORI1 N.- 206- 431 -3670, MECHANICAL CONTRA TOR INFORMATION 7 , Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (a f etail�d information): Q: Applications\Forms- Applications On Line3-2006 - Permit Application.doc Revised 9 -2006 bh Replacement .. -- ❑ Replacement -... ❑ Indicate type of mechanical work being installed and the quantity below: City Day Telephone: Fax Number: State Zip gf-t/ 69-n ive% aver Fuel Type: Electric Gas ....D Other: Page 4 of 6 Fixture .Type: , A . , ... ,Qty :Fixture :Type.:`; ! 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 t 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 / 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 "e' PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 000 Valuation of Gas Piping work (contractor's bid price): $ ne j /eft Scope of Work (please provide detailed information): D Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: 7'U Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Q: Wpplications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised 9 -2006 bh Sewer: Page 5 of 6 PERMIT APPLICATION NOTES Applicable to all perm><ts lit #his application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE' JL. RIZED AGENT: Signature: Print Name: n n Mailing Address: Date Application Expires: Date Application Accepted: cf--1I2 IA7ci) Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised 9 -2006 bh Day T ephone: e ttO Date: 4 OCJ /11 State Staff Initials: f 4? Page 6 of 6 T.. .. DL net RECEIPT NO: RO8 -02677 Initials: JEM Payment Date: 07/21/2008 User ID: 1165 Payee: DAVID R. WORLEY SET RECEIPT 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.tukwi/a.wa.us City of Tukwila D08 -143 71.88 D08 -168 618.36 D08 -169 60.00 D08 =2'18 71.88 D08 -219 60.00 D08 -221 60.33 D08 -225 60.33 D08 -240 71.88 M08 -081 60.00 M08 -082 60.00 M08 -083 60.00 M08 -095 71.25 M08 -112 120.00 M08 -113 60.00 M08 -114 60.00 M08 -115 60.00 M08 -116 60.00 M08 -124 60.00 TOTAL: 1,745.91 SET TRANSACTIONS: Set Member Amount. Total Payment: 1,745.91 SET ID: 0717 SET NAME: WESTFIELD REVISIONS TRANSACTION LIST: Type Method Description Amount Payment Check 1115 1,745.91 TOTAL: 1,745.91 ACCOUNT ITEM LIST: Description Account Code Current Pmts 7519 N/71 1710 TOTAL 91 AFP:CLR`Q11R BUILDING - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 000/322.100 360.40 000.322.102.00.0 669.00 000/345.830 716.51 TOTAL: 1,745.91 n..,.• avrep'resa RECEIPT NO: R08 -01558 Initials: JEM User ID: 1165 Payee: DAVID WORLEY SET ID: 052008 SET NAME: WESTFIELD VANILLA BOXES 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 -168 1,360.90 D08 -169 1,360.90 DO8,,21481 1,742.50 D08 -219 1,742.50 D08 -220 1,742.50 TOTAL: 7,949.30 TRANSACTION LIST: Type Method Description Amount Payment Check 8045 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE SET RECEIPT TOTAL: Account Code Current Pmts 000/322.100 6,846.80 000/345.830 1,080.00 000/386.904 22.50 TOTAL: 7,949.30 Payment Date: 05/12/2008 Total Payment: 7,949.30 7,949.30 7,949.30 2271 05/12 9711 TOTAL 7949.30 Parcel No.: 6364200010 Permit Number: D08 -218 Address: 2897 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 04/24/2008 Applicant: BOUTIQUE VIVID Issue Date: 05/12/2008 Receipt No.: R08 - 02550 Initials: WER Payment Date: 07/14/2008 02:22 PM User ID: 1632 Balance: $0.00 Payee: CHAD CONE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1159 60.00 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:/lwww.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Payment Amount: $60.00 4783 07/14 9711 TOTAL 180.00 doc: Receiot -06 Printed: 07 -14 -2008 RFf RPTR n RECEIPT NO: R08 -01303 Initials: JEM Payment Date: 04/24/2008 User ID: 1165 Payee: WESTFIELD SET ID: S000001008 SET NAME: 'lamp 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 , raD0 20. 895.70 EL08 -460 123.00 M08 -112 112.75 PGO8 -128 29.00 TOTAL: 1,160.45 TRANSACTION LIST: Type Method Description Amount Payment Check 06012499 1,160.45 TOTAL: 1,160.45 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT Total Payment: 1,160.45 Account Code Current Pmts 000.345.832.00.0 123.00 000/345.830 1,037.45 TOTAL: 1,160.45 1594 04/24 9711 TOTAL 1160.45 COMMEN . �J Address: E J 4 Date Called: ?etrn ` i , teie II :'a f aetezlop- titiecf Appedk.ec( e Requester: Phone No: .., N. Project: D ILS 17D I-- Type of Inspection: E► vQ Address: E J IM A ( t Date Called: Special Instructions: - Date Wanted: 7 - Z 3 - oe e Requester: Phone No: .., 10 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36y0 INSPECTION NO. Approved per applicable codes. Receipt No.: !Date: f /- G 3- 0 .00 REINSPECTION FE REQUIRED/Prior to inspection, fee must be Id at 6300 Southcenter B vd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date: Project: c i �Q i Type of Inspection: Address: 1 lisp LL. i �� Date Called: Special Instructions: Date Wanted: .1 I I / 0 � a.m. 1 p.m. Requester: Phone No: 9 rb to --c in -o-2.47 Y DO -21W INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V.• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 ?0 gl ‘ Approv ` ed per applicable codes. El Corrections required prior to approval. COMMENTS: GD Date: - / Off , ❑ $60.00 REINSPECTION FEE REO &IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. nspector: No.: !Date: Project: T of Inspection: 5 L({*N066. ° Date Called: k- DOV Am 9-7 ' A- (1 Special Instructions: Date Wanted: DQ �' C ., p.m. Requester: NN Ph No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Z Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: El $60.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid a 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project XT ,y0 Typ spection: /F�40a ��,r�,v4 Ad g 9 7 /77,51 Date Called: Special Instructions: Date � a Requester: P. e ° a 3,/8 ....‘,...12 JJ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: E /ec -h^t c / D, 4L/ leo aired ids S Sp, Aets,967674'60 c h El $6 . REINSPECTION FEE REQUIRED. Prior to inspection, fee must be p 'bat 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: I Date: Project:, `) / . Type of Inspection; .•. Address: _ , ig a Date Called: Special Instructions: Date Wanted // �/ / a. ° p s' m Requester: Phone No: 340 3 6..1 ?2- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION tr- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. Ei Corrections required rior to approval. / CO MMENTS: 6 _1...) tuck 1.-Viio / ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector:/ 0 '' (attG Date: Receipt No.: 'Date: Project: wSIT'eLa Type of In ection: ‘......) `' Address: 59 1 Date Called: t to Special Instructions: Date Wanted: COP' -• .irT., P.m. Requester: Phone No 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R (206)431 -3670 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. OMMENTS: F3-Lj �C kn -a' S ∎ c ` rte Ls "44 -s... SL-q .AI- ice..sl,r� � . �- 1` -v Inspector: r S Date: C2 J' L J O 8 r-i$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: Project: ' � .5 P /(� gD+4 Type of Inspection: \-1 , y2.91,7? //V6. Add 3 5.7 41 A/� Date Called: Special Instructions: Date Wanted: m. (� — 27 - 05 p.m. Requester: • Phone No: "760 — 3 — & 31 ia INSPECTION RECORD Retain a copy with permit ��-.2/ 4 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- INSPECTION NO. Approved per applicable codes. D Corrections required prior to approval. COMMENTS: WA kft tJ41 iitA A GAr+A4u� lA �.k Inspector: Date �r / / V EJ $60.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid a 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: 1 /' //' Type o ecti Ad 6 .-- �, 7 AM // Date Called: Special Instructions: Date W nted: a:m. e, —/ 7- q° p.m. Requester: Phone .� v 3'/6 - 63,2_ 3 td- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1,4 ..,dr . r41 4 ' 1 r t-c /I o.t Inspector: Date: 6 (7- ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: h Type ofInspection: t Ki (� v(Sit I f !/ .r.•v/ 5,434 F4 /,« 6,«24. 4) rA''tit on / >/d KS :#1 114 t r -- uctions: Special Date W nted: a Requester: Phone No: 651 z 1 + i Pojee f ‘ (a _ Type ofInspection: t Ki (� Address � 1111 ,, ` Date Called: r -- uctions: Special Date W nted: a Requester: Phone No: 651 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ns-2-te PERMIT NO. (206)431 -3670 ❑ Approved per applicable codes. El Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: ti - _ .. am. alkt - • r -A �- _ ,... ,�__ -. -.. - • Pr ect. PgA ek e� Type of Inspection: rQ.ArAl Addres : ( Date Called: Special Instructions: Date Wanted: 5 -71 -4 m. Requester: Phone No: bc8-2e, INSPECTION RECORD- - Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. C 1) , 4 F /PG #,r;eat ! r 45 rx c_ Li a!/) d' ev t/ i ,r Hof ',I' /TO Aee rn 4 )n 3 / pe e. /()//II Inspector: C Z ���`( Date: f / P $58. t1 INSPECTION FEE REQUIRED. Prior to inspection. fee must be pai at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Project: / Ai add . gO ›( nspection: Type o I / lam it- ,77, I/ Addres Date Called: Special Instructions: Date,.kant� e, C Cp, ~ p - � Requester: Phone No: 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 E1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: a ceetiq 4r .s eduke lio9;ec Inspector: Date: 5 0 $58.0 INSPECTION FEE REQUIRED. Prior o inspection. fee must be paid 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: ti � a1.15. d∎Wr7tILVAIt.ae :e, -max Project: • b I< ` oKt Sprinklers: Tyke of Ins ection: •. j r e. t Iv _ Address: 2 7 Suite #: L , Contact Person: Special Instructions: Monitor: Phone No.: Needs Shift Inspection: lf/ Sprinklers: Fire Alarm: Y Hood & Duct: g • Monitor: ,,rtly,d Pre -Fire: fv Permits: Occupancy Type: pA. _ . .ti1cYM,tlP.h:4TSn +w;.3FY° +•a': VR'd4`ir�w !N.YV_YrFY7�P� n'�A `LW Hirt INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Inspector: • ( tf ,/Loiejg COMMENTS: .w..rY:�•rt'a- ;��i -x. �t..Y •r.s•:4..a•:.�: y.- 4.- .rw+e�= =A'�.. •.... .. • Approved per applicable codes. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 a/S PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 113 Project: tg o , - b RI Tye of Inspection: �' td `AL . • Address: d g9 7 Suite #: 5 . C - itit.41,L Contact Person: Occupancy Type: Special Instructions: Phone No.: • Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: tloe!!'i.sX -'e 6 '.lir'�'Z!•.?+tF, Inspector: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 2 - ApProved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 Date: '7)/ u)1-9113_ _ 02_ S -3, PERMIT NUMBERS 444 Andover Parr - It East, Tukwila r . Wa. 98188 206- 575 =4407 Corrections required prior to approval. COMMENTS: oe 0" } • t' • r . r .. ? : 1 _ . ' • k • Hrs.. t $80.00 REINSPEC'TION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reipspection. T.F.D. Form F.P. 113 Project: Do k 1 Type of Inspection: fq ecii F vie 1 / P-5..e rA ie erson: Address: a.8 c -) s.c A44.1 i Suite #: Conta P &1'< G 4 ill, Special Instructions: Phone No.: d - 4 3 1 ua.m. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: ' Pre-Fire: Permits: Occupancy Type: - .1 • p. 3 INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word/Inspection Record Forfn.DOC 1/13/06 . :7• PERMIT NUMBERS Corrections required prior to approval. fl $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 P.P,113 COMMENTS: OD FA o et vt,c # ad otiz 4i-ors � iiIL,i r T0,-4 coy, e.„1 E et. ),tk Ok . ,s c. iirvij . Aft . Fr.t„. 0 • s .• _ :..• - Inspector: 4i 1 Date: Hrs.: \k) a. Project: f�"' x � Type of Insp coon: j i Dgo i caueg. Address: q' `] $. C... Suite #: -LL.., Contact Person: . S ecial Instructions: .. Monitor: Phone Needs Shift Inspection: Sprinklers: Fire Alarm: .." ' Hood & Duct: • Monitor: Pre -'Fire: Permits: Occupancy Type: r • • • INSPECTION NUMBER } ` PERMIT NUMBERS 444 Andover Park East, Tukwila,Wa. 9818 8 206- 575 -4407 pproved per applicable codes. 'COMMENTS: � -" d /b b a 63© Cmv-e62. ef,:v Date: 06g REINSPEON EE REQUIRED. You ain h kw ila Finance • Department Call to schedu a will reinspection•receive invoice from . Inspector: f . 5- Hrs.: c Word /Inspection Record Form.Doc 1/13/06 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT` • • OSP Corrections required prior to approval. T.F.D. Form F.P. 113 Project: viN a lt.,w4 SoC Type of Inspection: Fire Alarm: Address: Vb l 5.c. M iarw Suite #: *tact Person: 0 - W .- 5' Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Corrections required prior to approval. COMMENTS: Vv t) SruikiLP 5 Inspector: • W f I Date: • , / l � jacti Hrs.: rs.. • • $50:00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project Info Project Address 2897 Southcenter mall Date 4/4/2008 Tukwila, WA 98188 For Building Department Use Applicant Name: Keith Smith Applicant Address: 1725 Westlake Ave. N, Suite 210 Applicant Phone: Seattle, WA 98109 Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form FILE COPY Revised July 2007 CITY RECEIVED ILA APR 2 4 2008 PERMIT CENTER Project Info Project Address 2897 Southcenter Mall Date 4/4/2008 Tukwila, WA 9e188 For Building Department Use 101 Applicant Name: Keith Smith Applicant Address: 1725 Westlake Ave. N, Suite 210 Applicant Phone: Seattle, WA 98109 Project Description 2211.0 ❑ New Building ❑ Addition 1 Alteration ✓ Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive 0 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 Li - CANOPY MTD. LINEAR FLUORESCENT retail 1.50 1474.0 2211.0 103 10 stock room 0.50 150.0 75.0 104 96.0 toilet 0.80 60.0 48.0 96.0 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 2334.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 101 Li - CANOPY MTD. LINEAR FLUORESCENT 12 96.0 1152.0 101 12 - RECESSED FLUORESCENT 10 26.0 260.0 103 L1 - CANOPY MTD. LINEAR FLUORESCENT 1 96.0 96.0 104 Ll - CANOPY MTD. LINEAR FLUORESCENT 3 96.0 288.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1796.0 Interior Lighting Summary 006 Washington State Nonresidential Energy Code Compliance F LTG -INT 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 1 -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: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Q ualification Checklist Note: It 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 Fi (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b reflector ) P ) or louvers, c) 5-60 watt T - 1, T - 2, T T - 5, T - 8 lamps, and d) hard - wired elec- tronic dimming ballasts. Screw - in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Interior Lighting Summary (back) 006 Washington State Nonresidential Energy Code Compliance Fortes LTG -INT TABLE 15 -1 Unit Liahtina Power Allowance (LPA Footnotes for Table 15 -1 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2006 Washington State Nonresidential Energy Code Compliance Form Lighting Power Allowance Adjustments LTG -LPA 2006 Washington State Nonresidential Energy Code Compliance Forms Adjusted Lighting Power Allowances (Interior) " From Table 15 -1 based on exceptions listed in footnotes Revised July 2007 Project Address 12897 Southcenter Mall 'Date 4/4/2008 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Location (floor /room no.) 101 103 Occupancy Description SALES STOCK ROOM Allowed Watts per ft 1.50 0.50 Ceiling Height for this room 12.0 feet 12.0 feet Ceiling Height limit for this exception" 12 feet 12 feet Adjusted LPA Watts per ft 1.50 0.50 Lighting, Motor, 2006 Washington State Nonresidential and Transformer Energy Code Compliance Forms Permit Plans Checklist LTG -CHK Revised July 2007 Project Address 2897 Southcenter Mall jDate 4/4/2008 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 Energy Code. Applicability (yes, no, n.a.) I 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 'Max. watts 'Indicate watts for each exit sign 1 131 LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture 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 1 1511 'Elec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I M _2 I TRANSFORMERS (Section 1540) yes I 1540 'Transformers 'Indicate size and efficiency IE_2 1 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: Project Info Project Address 2897 Southcenter Mall Date 4/4/2008 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 RIM copy Permit rmit Noe Revised July 2007 • RECEIVED CITY OF TUKWILA APR 2 4 2008 PERMIT CENTER Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM Sp' HP /BHP Flow Control Location of Service EF -1 GREENHECK SP -B110 100 80 80 W Cv M -1 M -i 1725 westlakeAve. N., Suite 210 Applicant Phone: 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 -1 TITUS DTFS SIZE D 80 500 Econo M -i 1725 westlakeAve. N., Suite 210 Applicant Phone: 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 -1 TITUS 3 Applicant Name: Keith L. Smith Applicant Address: 1725 westlakeAve. N., Suite 210 Applicant Phone: Seattle, WA 98109 Project Info Project Address 2897 Southcanter Mali Date 4/4/2008 Tukwila, WA 98188 For Building Dept. Use Applicant Name: Keith L. Smith Applicant Address: 1725 westlakeAve. N., Suite 210 Applicant Phone: Seattle, WA 98109 Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Project Description Briefly describe mechanical system type and features. 0 Indudes Plans Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 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. tlf available. 2 As tested accord ng to Table 14-1A through 14-1G. 9 If required. ' COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 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% Mechanical Summary (back) MECH -SUM 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. START ) Heating Only 2006 Washington State Nonresidential Energy Code Compliance Form Reference Section 1421 Simple System Allowed (section 1420) No otal Ca . wo economize <240,000 Btuh or 10 %? Heating /Cooling or Cooling Only Yes 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. Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 2897 Southcenter Mall 'Date 4/4/2008 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 I Section Component Information Required Location I on Plans Building Department I 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 I yes Mechanical Completed and attached. Equipment schedule with types, !Summary Form !input/output, efficiency, cfm, hp, economizer l l 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 circles Tor any question, provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (85 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (85 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or altemate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (8,826 Btu /h) or less may be controlled by readily accessible manual off-hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stones in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1438. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, Flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 248- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (85 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (85 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or altemate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (8,826 Btu /h) or less may be controlled by readily accessible manual off-hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stones in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1438. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, Flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 248- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying • three or more stories in he ge706 Washington State Nonresidential Eher §9 O® illYtl reF6 Rhequipment, or ,1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum with Section 1412.4.1. start controls shall be designed to automatically adjust the start time of an HVAC Once outside air ducts meet the above listed requirements, any runs within system each day to bring the space to desired occupied temperature levels conditioned space shall comply with Table 14 -5 requirements. immediately before scheduled occupancy. The control algorithm shall, as a Other ducts and plenums shall be thermally insulated per Table 14 -5. minimum, be a function of the difference between space temperature and occupied Exceptions: setpoint and the amount of time prior to scheduled occupancy. 1. Within the HVAC equipment. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- 2. Exhaust air ducts not subject to condensation. up, and defrost conditions. These controls shall anticipate need for heat and use 3. Exposed ductwork within a zone that serves that zone. compression heating as the first stage of heat. Controls shall indicate when 1415 Piping Systems supplemental heating is being used through visual means (e.g., LED indicators). 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment Exception: Piping installed within unitary HVAC equipment. with a capacity over 225,000 Btu /h shall have modulating or staged combustion Water pipes outside the conditioned space shall be insulated in accordance with control. 000 Washington State Plumbing Code (WAC 51 -26) EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1416 Completion Requirements (Refer to NREC Section 1416 and the Building 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have Commissioning Guidelines, published by the Building Commissioning Association, a means for balancing, including but not limited to, dampers, temperature and for complete text and guidelines for building completion and commissioning pressure test connections and balancing valves. requirements.) • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -218 PROJECT NAME: OKI DOKI SITE ADDRESS: 2897 SOUTHCENTER MALL Original Plan Submittal DATE: 7 -15 -08 Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: Bui ivis`on ubli Wor s Documents/routing slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: 0700 07- V( Fire Prevention Structural ETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete �1 Incomplete n Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n �I? - - Planning Division Permit Coordinator n DUE DATE: 7-17-08 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUT NG: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 8-14 -08 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Buil.ing ii ision Public Works ❑ Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -218 DATE: 06 -25 -08 PROJECT NAME: WESTFIELD VANILLA BOX SITE ADDRESS: 2897 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued 'a 'VD poric Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: / Planning Division Permit Coordinator DUE DATE: 06-26-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DATE: n DUE DATE: 07-24-08 Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -218 DATE: 04 -24 -08 PROJECT NAME: WESTFIELD VANILLA BOX SITE ADDRESS: 2897 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ob r✓ ul l g Division 4- Pit blic Works Y Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP F re Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: 511 ,,tic. L4"6 revention DUE DATE: 04-29-08 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: DUE DATE: 0527 -08 Approved ❑ Approved with Conditions Not Approved (attach comments) C Notation: REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 at ( 1/0$ 0- P l lq I n Pi6rL Summary of Revision: bJ - 0 , 4 - 11/111 , 6 Ptarl-1 (.. t7 KV t PC'it, ( ,loaf,- P v j t f `pit cf Received by: C,h0.2 C. ovt e_ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS MEW , Tp FiMMIIIMM Summary of Revision: Summary of Revision::(, , Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS MEW , Tp FiMMIIIMM Summary of Revision: -_ Summary of Revision::(, , Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS MEW , Tp FiMMIIIMM Summary of Revision: Summary of Revision::(, , Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS MEW , Tp FiMMIIIMM Summary of Revision: Summary of Revision::(, , Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS MEW , Tp FiMMIIIMM Summary of Revision::(, , Received by: U( l ,q-lie- 1,,.)6 1 4-) PROJECT NAME: Wegf KAY SITE ADDRESS: 2111- SC AMl . REVISION LOG • PERMIT NO: ORIGINAL ISSUE DATE: & (please print) (please print) (please print) (please print) (please print) Date: 7/d/765 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 4100 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. ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 0' Revision # 2. after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 6k/ 2Dlld (farm, L4JP,STr' de{ l/ I, i' //l4 & X) Project Address: ..zgl 7 VO c 147 CI-- , r iA / Contact Person: Ma...,v -i %et Pe -etot; cars Phone Number: 81 ---4,2 D 2 - - 8,23 Summary of Revision: eh4.,vi e 1` oX. 74) Tee- x re- - Pia n e. 4.- fv reee f- pe. i P4'x f z..- [W oof: Re �I C e; l,' Pk-in rev,1.5 J r'e /c.i- / 71 /` 144 e e 4_ . V 1 / o r l < / v b e � e h e L I / n; 84 / x 6 ( . %co- r4. -,1 syp/ x1-14 rse_,5 L46 e.: Gv , ev, dk c / 4 e.s ....__ r. / 6 7 .. a te: -/4 4 Y6 / Lr4 h 4 � Sheet Number(s): -/, / ,, A- ,3 "Cloud" or highlight all areas of revision includindate of revis Received at the City of Tukwila Permit Center by: "Entered in Permits Plus on 14 t �-( X \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 • Plan Check/Permit Number: DD 8" - .24y Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED cry c` JUL 15 2008 PE; L.r4 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 • Date: ,o� 5 /.e.7 Plan Check/Permit Number: DD ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # I Revision # / after Permit is Issued Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. RECEIVED CITY Y rsr TI flew', A /JUN 2 5 2008 PERMIT CENTER ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: )e ( ' a _U V4, /1Q /SOW Project Address: o_,, h- /h.-1 // Contact Person: rn44—c ?7I Phone Number: Summary of Revision: / 7 - - C s� ss Pe7 5 74' Y• fee- 4 -/-/ / 'X,�. �J /V e= Aa s t9 /4-,.,. cri 4'/ / rev, , L A Ye i42,.7 1 ei_.); --/ S er ?e-e r(, / y� ; <7 skY° Re-e) s� sT�r - e , -0 L T--A-Z (J Sheet Number(s): / ` 1 A -/. 4-1-1 4 / 4 -2 A-3 /} - y "Cloud" or highlight all areas of revision includ date o } revision f Received at the City of Tukwila Permit Center by: IAN g Entered in Permits Plus on 0(q5= lit \applications\forms- applications on linelrevision submittal Created: 8 -13 -2004 Rwicwi• .2dG Ca7J April 24, 2008 Mr. Robert Benedicto Building Official City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 RE: Request for Overtime Plan Review Westfield Vanilla Box, #2897 Southcenter Mall, Tukwila, WA 98188 Dear Mr. Benedicto: To expedite the plan review process, please use this letter as my formal request to utilize the overtime plan review procedure at the City of Tukwila. I understand that the cost of this service is 1.5 times the standard hourly rate and I will be billed for a minimum of four hours. I agree to review and respond to any and all plan comments in an expeditious manner in order to keep the plan review process moving quickly. I will assume all payment for the overtime plan review. Said cost will be accumulated during the plan review process and when the plans are approved, the City of Tukwila will require that the overtime cost be paid on or before the building permit and approved plans are picked up. I request that this overtime review process be initiated immediately for this set of plans only. Sincerely Erik ¥ Barth Title Cc: Tenant file Josh Kimmel Southcenter Field Tenant Coordination • • estReld Westfield, LLC 633 Southcenter Mall Trailer #3 Seattle. WA 98188 Telephone (206) 802 -6010 Facsimile (206) 246 -7043 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 i "2-- Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 r 4' Water closet, tank or valve, >1.6 GPF 8 4 f La 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 Prope yjreetrA.dress City VV -s - e- d V a..,-1 Owner's Name t State ZIP 114 y Subdivision Name Subdiv. # Block # Building Name SD ! -r 4-11 ©-n ! !.7 Jt't4 I (if applicable) Owners Phone Number (with Area Code) ( 2L ) 2_ --tea 7 Property Contact Phone Number (with Area Code) Owner's Mailing -t- Address L33 3 3 So is � itee ✓, l-�'-r ! r 1 & 3 r ttik LL Lei . L.P) A- t s A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = �� 20 (% Signature of Owner /Representative Lot # CE For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # j �ZD _0 G /.6 Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? 0 Yes _ Was building on Sanitary Sewer? ❑ Yes PAC) Was Sewer connected before 2/1/90? ❑ Yes [ I.4 o 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 /Proces Estimated W9 ewater Discharge: � Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equiva0Et jvED (add A & B) CITY OF TUKWI A APR 2LiN PERMIT CENTER A B oeer 0 , RCE Date RCE I s 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 correq . I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corected data for determination of a revised capacity charge. 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 f rd/ Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank w valve, >1.6 GPF 8 4 / Ul 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 Prope City Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name SO /4 `I t'_.ri 6sv A (4 (, (it applicable) Owner's Phone Number (with Area Code) ( 4. ) o 2.. -�v Property Contact Phone Number (with Area Code Owner's Mailing Address 433 So it' tce_,,, L - r - r& i± 3 To Residential Customer Equiv fixture units equal Total No. of Fixture Units 20 Signature of Owner /Representative State l(4 & F'xture Units snt (RCE) RCE CE ZIP A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # 3 LZD "d r' J Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any •' molitlons of pre - existing building on this property. Credit for a dem tion may be given under some circumstances. Demolition of • i - existing building? ❑ Yes 11 14 Was buildin • • n Sanitary Sewer? ❑ Yes i Was Sew before 2/1/90? ❑Yes "VC Sewer •;:connect date: Type ` building demolished? Re ; i est to apply demolition credit to multiple buildings? ❑ Yes ❑ No . Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Proces Estimated W�water Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE C. Total Residential Customer Equiva NED (add A & B) CITY OF TUKWIL.A APR 2 4 2008 PERMIT CENTER A B Total Discharge (gal /day) _ 187 (� '. RCE ( . 1 , l Date Pursuant to King County Code 2184, 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 corre • . I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of cor ected data f.r determination of a revised capacity charge. RCE License Information License SWINEBN970J5 Licensee Name SWINERTON BLDERS NORTHWEST INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601689462 Ind. Ins. Account Id CHIEF FINANCIAL OFFICER Business Type CORPORATION Address 1 3180 - 139TH AVE SE, STE 250 Address 2 City BELLEVUE County KING State WA Zip 98005 Phone 4159841248 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/25/2003 Expiration Date 7/19/2009 Suspend Date Separation Date Parent Company Previous License SWINEW *336J4 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date MARKS, GORDON W CHIEF FINANCIAL OFFICER 10/04/2005 BRINKHOFF, RANDALL D CHIEF FINANCIAL OFFICER 02/15/2005 KUFFNER, CHARLES P PRESIDENT 10/04/2005 MURPHY, SHERIANN SECRETARY 03/07/2007 RAFFERTY, GARY J VICE PRESIDENT 06/30/2006 MORRIS - TYNDALL, LUCILLE M VICE PRESIDENT 10/04/2005 Look Up a Contractor, ElectriOn 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 httns:// fortress .wa.eov /1ni/bbin /nrinter.asnx ?License= SWINEBN970J5 05/12/2008 A 2897 Southcenter Mall Tukwila, WA 98188 smith ci. 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 pear review €pproval is subbect to en= and omissions. Approval of construction dints does not authorize the violation of : optedcodeor • 1f= I . RBCeipt of approved Fief F ` and • T.! { } a !ed.. By Date : , � JZ 1 � � City of Tukwila BUILDING DIVISION Consultant Registration CODE COVIPIAANCE APP ROVE Issues and Revisions No. Date 1 03.31.08 2 04.15.08 3 05.28.08 4 06.15.08 5 07.06.08 RECENED JUL 142G PERMIT CENTEF FILE COPY Permit Noe 0 REVISIONS o changes shall be made to the scope aat.n k - without prior approval of Tukwil - Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. PREVISION NO._7 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) 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. T -1 KEITH L. SMITH STATE OF WASHINGTON Issues 6294 r PERMIT PERMIT CORRECTIONS ISSUE CONSTRUCTION SET EGRESS Architect Registration REGISTERED ARCHITECT By Check KLS KLS KLS KLS KLS 0 K -: A D , _ 1 l 2897-\ UT CENT R MALL UKWILA WA 98188/ t■__ __, ." r " PROJECT GENERAL NOTES '�__ -- - - "- LA RD NOTES DRAWING INDEX PROJECT DATA PROJECT DIRECTORY 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING. 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. ADDRESS: 2897 SOUTHCENTER MALL _ TUKWILA, WA -------- -� N\// ` �\ CONSTRU N TYPE EXISTI G/ NEW CONSTRUCTION TYPE: ` 1 ARCHITECT: MECHANICAL PLUMBING: EL MALL MECHANICAL ELECTRICAL ENGINEERS: TENANT COORDINATION MANAG MANAGEMENT smith co. LLC 1725 westlake avenue n. suite 210 Seattle, WA 98109 t: 206383.54850 f: 206.464.0700 PROJECT MANAGER: Keith Smith & JRED Engineering, Inc. 5608 Charlesworth Dearborn Hts., MI 48127 313 - 565 - 5580 t 313- 565 -9$18 f CTRICAL: JRED Engineering, Inc. nc. g 9 ' 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 I, �` \' s ,I � : , �,t 1 ( \ = t :; 1. ILLUMINATED SIGNAGE SHOULD BE CONTROLLED BY TIME CLOCK, LIGHT LEAKS FROM CASEWORK NOT PERMITTED. LANDLORD MUST APPROVE, IN WRITING, ALL PROPOSED SIGNAGE PRIOR TO INSTALLATION. 2. ALL CABLING AND WIRES TO BE CONCEALED. AUDIO WILL NOT BE PERMITTED. 3. SNEEZE GUARDS TO BE BUTT JOINTED, FRAMELESS, NO VERTICAL SUPPORTS WITH SQUARE EDGE DETAIL /UV BONDING 4. ALL LIGHTING REQUIREMENT TO BE INSTALLED WITHIN FLOATING RETAIL. LIGHTING TO BE SURFACE MOUNTED TO COUNTER DURING FABRICATION. 5. TENANT MUST INSTALL LANDLORD APPROVED LATEX- RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE MEMBRANE MUST LAP UP PERIMETER WALLS UNDERNEATH THE COVED BASE TO MIN. HT. OF 12 "AFF. AND UNDER THE COVED BASE OF THE DISPLAY CABINETRY INSIDE OF THE RETAIL SPACE. 6. ALL MECHANICAL & PLUMBING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED, BRACED AND INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. TENANT SHALL MAKE ALL NNECTIONS TO THE UTILITY SERVICES PROVIDED. �� 7. FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2 . TENANTS WITH HIGH WATER USAGE SHALL PROVIDE AND INSTALL A DOMESTIC WATER SUB- METER. TENANTS SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE. WATER PIPING SHALL BE TYPE 'L' HARD COPPER TUBE ABOVE GRADE AND TYPE 'K' SOFT COPPER TUBE BELOW GRADE. WATER HEATERS SHALL BE ELECTRIC. 8. FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO INSTALL AN EARTHQUAKE VALVE. • TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL /TELEPHONE BASED ON THE FOLLOWING: A 277 / KIOSKS: 200A (208Y / 120V) -(2) 3" 488 VOLT , THREE - PHASE, FOUR WIRE CONDUIT. ELECTRICAL SYSTEM SHALL BE DESIGNED IN 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOATING FOOD ACCORDANCE WITH LANDLORDS CRITERIA AS OUTLINED IN THE DESIGN MANUAL. 10. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER. ARCHITECTURAL T -1 GENERAL INFORMATION A -1 CONSTRUCTION PLAN A -1.1 FIXTURE PLAN A-2 FLOOR FINISH PLAN A -3 REFLECTED CEILING PLAN A-4 INTERIOR ELEVATIONS /SECTIONS A -5 ENLARGED TOILET PLAN /ELEVATIONS ELECTRICAL E -1 ELECTRICAL POWER/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 „-- PLAN NOTES AND SCHEDULES `.,/ _-----_,, \ ; \- ---_.� \� ` �� . at- candle at the walking surface leading to the exit discharge doorways 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 UNLESS NOTED OTHERWISE. 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS COLUMNS INDICATED. 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE LOCATION OF WATER RESISTANT GWB. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET RO 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 APPLICABLE JURISDICTION. 13. PROVIDE ONE TYPE 5E- 2A -10BC FIRE EXTINGUISHER PER 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 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 BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH S B, 7 OR \ ON ( TOR OR '-, I�V1S, ' O 3,00 E, BE \ TYPE II -B UNPROTECTED NONCOMBUSTIBLE V OCCUPANCY GROUP PRIMARY OCCUPANCY: M- MERCHANTILE INCIDENTAL OCCUPANCY: GROUP S1 APPLICABLE CODES: 2006 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2006 NATIONAL ELECTRIC CODE WITH WASHINGTON STATE AMENDMENTS CHAFER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER- FREE DESIGN INCLUDING ICC /ANSI A117.1 - 2003 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE 2006 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ALL LOCAL ORDINANCES HAVING JURISDICTION NUMBER OF EMPLOYEES NA OCCUPANCY SQ. FOOTAGE 831 SQ. FT. __- S1 - STOCK 380 SF /300= 2 / M - SALES 1324 SF /30 = 45 TOTAL OCCUPANT LOAD 47 r / PROPOSE USE: MERCHANTILE- RETAIL ■ /" \ 4_- \_____J'` ,-/\. �__--7 ' ■ SITE PLAN PROJECT LOCATION Space 2200 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. SEPARATE SUBMITTALS f macyS � mervyrrs FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. - -- •-•• -2 - SCOPE OF WORK NORDSTROM - r - JCPenney , BUILDING: THE WORK INCLUDES, BUT NOT LIMITED TO INTERIOR TENANT IMPROVEMENTS AND FINISHES, ITEMS FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR AND ITEMS FURNISHED AND INSTALLED BY THE OWNER WITH FINAL CONNECTIONS BY THE CONTRACTOR. THE WORK ALSO INCLUDES, BUT NOT LIMITED TO INTERIOR AND STOREFRONT SIGNAGE, HVAC SYSTEMS, ENERGY MANAGEMENT SYSTEMS, PLUMBING AND ELECTRICAL/LIGHTING SYSTEMS. ON SITE: NO WORK NO Iu + m I ° - 6 A IL IP h i I I - s "� lihi ' 1 $ =� oft mti� ` : �` - - d fJ� % I - I -f / p 1 �-0 _ . s �i, � 1 h a reciii �° MIMI i -Y r / � �� ��` Air � r- N.T.S. FOR ADDITIONAL ABBREVIATIONS ARCHITECTURAL ABBREVIATIONS SEE OTHER DESIGN DISCIPLINES ARCHITECTURAL SYMBOLS ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT T.O.W. TOP OF WALL A.F.F. ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS APPROX. APPROXIMATE EXIST. EXISTING LT.WT. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS UTIL. UTILITY B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.G.P. REFLECTED CEILING PLAN U.N.Q. UNLESS NOTED OTHERWISE BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE BLKG. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER RECD. RECEIVED V.I.F. VERIFY IN FIELD BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION W/ WITH BTWN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED WD. WOOD C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WDW. WINDOW C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WHS. WELDED HEAD STUD C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT CLR. CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR WT. WEIGHT CLG. CEILING GA. GAUGE MTG. MOUNTING S.I.O. SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP. SUSPENDED DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F,S• EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY FINISH SYSTEM JT. /JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SYMBOLS NORTH ARROW - ITEM 5.10 REVISION CLOUD OR N.I.C. D ETAIL ,� IDENTIFICATION , CUT LINE - DEFINES THE \ ARROW �-- 3 - DETAILED ELEMENT • -- ` ; \ AND DELTA 2 , A GYPSUM BOARD TRUE NORTH \A8,01 x - - SHEET WHERE DRAWN DOOR WALL SECTION z IDENTIFICATION (2580A) 2 \ CUT LINE - DEFINES THE DETAILED ELEMENT WINDOW, 1 A7.01 _ LOUVER \• -- �.- - SHEET WHERE DRAWN ` BUILDING SECTION \ -- - --- DETAIL IDENTIFICATION . g EQUIPMENT _ __ INDICATOR ° CONCRETE MARK DOOR CODE - REFER TO ' A.F.F. WORK, CONTROL _ _ . ITEM S.O.I.0 ��!� =!� OR S.I.C. .�� ����� EARTH OR DATUM POINT GRAVEL ra = SCHEDULE � , SLOPE DOWN SLOPE DIRECTION A CMU OR BRICK WITH DATUM MARK NEW CONSTRUCTION - SHOWN SOLID RECITE OR 11$" PER FOOT MARK WA PLYWOOD RIGID INSULATION / SPRINKLER MAIN NUMBER - REFER \ NM BATT INSULATION TO SCHEDULE .,,,e / EXISTING MARK PROPERTY LINE - SHOWN WOOD MEMBER CONSTRUCTION TO REMAIN LIGHT BACKGROUND WOOD BLOCKING A3.01 ____ -- SHEET WHERE DRAWN (24 EXTERIOR ELEVATION - -_- DETAIL IDENTIFICATION ROOM 4 8 ROOM EQUIPMENT '"°'"'°'� ® ® (NUMBER - REFER TO SCHEDULE FENCE ( I FINISHED WOOD / ilita ACOUSTICAL TILE i . %///� MARK x x x x x x x x- STEEL - ROOM NAME EXISTING CONSTRUCTION TO BE D , ALUMINUM \A3.02 � �_- SHEET WHERE DRAWN 100 BREAKLINE REMOVED - SHOWN DASHED - RO N UMBER � E.I.F.S. \ /- INTERIOR ELEVATION 5 - - - - -- DETAIL IDENTIFICATION 15.03 6 -- SH EET WHERE DRAWN 7 1 / COLUMN GRIDS WALL -�� .. B \ _ - TYPE MARK - WALL TYPE ` FE X,' X--- -- NOTE ® SOUND INSULATION FIRE EXTINGUISHER A 2897 Southcenter Mall Tukwila, WA 98188 smith ci. 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 pear review €pproval is subbect to en= and omissions. Approval of construction dints does not authorize the violation of : optedcodeor • 1f= I . RBCeipt of approved Fief F ` and • T.! { } a !ed.. By Date : , � JZ 1 � � City of Tukwila BUILDING DIVISION Consultant Registration CODE COVIPIAANCE APP ROVE Issues and Revisions No. Date 1 03.31.08 2 04.15.08 3 05.28.08 4 06.15.08 5 07.06.08 RECENED JUL 142G PERMIT CENTEF FILE COPY Permit Noe 0 REVISIONS o changes shall be made to the scope aat.n k - without prior approval of Tukwil - Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. PREVISION NO._7 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) 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. T -1 KEITH L. SMITH STATE OF WASHINGTON Issues 6294 r PERMIT PERMIT CORRECTIONS ISSUE CONSTRUCTION SET EGRESS Architect Registration REGISTERED ARCHITECT By Check KLS KLS KLS KLS KLS /// / / / / / / / / / / / / / /// / / / / / / / / '/ 1 I / /, / / / / ! / ! / / / / / / / / / / / / / / / / ! / / / / / / / / / / / / / / / / / / / / / / / / / / / ! / / / / / / / ! /• / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /I ! / / !! / / /! /!! /!!! // /! FIXTURE PLAN SCALE: 1/4" = 1-0" / 7777 7 7 7 - 7 - / — / — / — / — / — / — / - 7 7 7 7777777 / /////////// / / / / / / /!!!!!! / / / / / / /, / / / / / / /// /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / ! / / / / / �� / � / / / ! ! / / / / / ! / / / / / / / / / / / / / ! �/ T 0( / / / / / / ! / / / / / / / / ! / / / / / / / / / / / / ,/ / / / / / i / / / / / / / / / / / / ' .' / 1 1 I I I u I , ,, / ,, ''LL 1 _� 7 c7 -7 cri _7 -� / ! /7/ / _ 1 1 1 // 1, / L. _T- _I I_- _I L_._ _A I - _I 1 / ; ' / / / / / / / / / / / / / / / / �/i / / / , / / / u u / /' / / /': ! /!!!!!! /! /,, / /!, / / / 7177TTTTTT r / / / / / / / / / / / / / / / / / / / / / / / / / / i, / / / / / / CzL/ // /z /111i1221_LL L / / / / / // / / / / /// 777 r T7 r T1 ! ,'!!! /i / /// �V /' / / i / � // I- - 7 I/ _r_ 1 _L 1 21 % Z_.. L / II II II L1 FIXTURE LEGEND GARMENT RACK 4-WAY TIERED TABLE ROUNDER W /SHELVES TIERED ROUND TABLES 2897 Southcenter Mall Tukwila, WA 98188 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206/13.4076 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 04.15.08 3 05.28.08 4 06.15.08 5 07.06.08 Project Number 02008018.00 Description FIXTURE PLAN Scale Template AS NOTED 4 120101) Architect Registration REGISTERED ARCHITECT Issues By Check PERMIT PERMIT CORRECTIONS ISSUE CONSTRUCTION SET EGRESS Computer File CW05- 2008 - A1-1,DWG K LS K LS KLS KLS KLS Project Name WESTFIELD SOUTHCENTER MALL All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. lic. E - EXISTING FIXTURE REFLECTED CEILING LEGEND R - RELOCATED FIXTURE N - NEW FIXTURE X A/C SUPPLY GRILLE ® EXIT SIGN - CEILING MOUNTED • LIGHT TRACK WITH HEADS ,/ RETURN AIR GRILLE 9..? EMERGENCY LIGHT - CEILING MOUNTED 2 X 4 FIXTURE PRISPATIC ,d EXHAUST FAN / LIGHT COMBO • L 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. ■■.IlEM. •1U••l ■■■■■■ ■.. ■ ■■ ■ENNE NEMER MINENEM INEME .BEN MMEN EMMEN ■■M■■ EMMEN ■.NN■■ NEW DOOR BUZZER ABOVE STOCK CEILING TILES BY G.C. NEW GYP. BD CEILING BY L.L.G.C. AT 8' -O" A.F.F. PAINTED NEW EXIT LIGHT BY L.L.G.C. SEE ELECTRICAL PLANS. NEW 2X4 SUSPENDED CEILING AT 12' -0 ". REFLECTED CEILING PLAN SCALE: 1/4'' 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. FROM WALLS AND SPLAYED 90° @ 45° ANGLE MAXIMUM FROM PLANE OF CEILIN H.D. T-BAR SYSTEM CROSS RUNNER MAIN RUNNER SELF - TAPPIN 1- -5/8° DRY WALL SCREWS' @ 24' O.C. 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 CEILI \G BRACING T -BAR) WALL ANGLE TYPICAL 3 -TURNS MIN, AT WIRES, TYPICAL 1' DIA. RIGID METAL CONDUIT SINGLE 2 -1/2' x 20 GA. METAL STUD (MIN. 0.18 BACK TO BACK 2 -1/2' 20 GA, METAL STUD SCREWED TOGETHER @ 24' O.C. MAX. LENGTH 8' -6' 10 -0 IN, )11' -6' 15' -0' NOT TO SCALE 3/4' MIN. 1 'WALL ANGLE 2" MIN, NEW 2X4 FLUSH PARABOLIC LIGHT FIXTURES BY L.L.G.C. (TYP.) —2,— r 0 4 ,P' 0 "f 12' -0' MAXIMUM 4' -0" MINIMUM I CEILI \G 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 C Td L CROSS RUNNERS, PLAN SECTION SUSPENDED CEILING FINISH FLOOR NOT TO SCALE AT LIGHT FIXTURE ATTACH NO, 12 GAUGE HANGER WIIRE WHICH SHALL BE ATTACHE::: TO THE GRID MEMBER WITHIN 3' OF EAC CORNER OF EACH FIXTURE, TYPICA EACH LIGHT FIXTURE TO HAVE 2 NO. 12 GAUGE HANGER WIRES ATTACHED @ OPPOSITE CORNERS, FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE, ONE @ EACH END,TYP 4 PO •• •• •• V v x NOTE: LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT EA. END LIGHT FIXTURE SU SP E\ Th • MAX. ED CLG. © LIGHT NOT TO SCALE NEW RECESSED DOWN LIGHT. SEE ELECTRICAL PLANS. NEW EXIT LIGHT. SEE ELECTRICAL PLANS. 2897 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 n�sult P glerration Cape ftiR S-01 0. , ZDDD Issues and Revisions No. Date 1 03.31.08 2 04.15.08 3 05.28.08 4 06.15.08 5 07.06.08 Scale AS NOTED hV KEITH L SMITH STATE OF WASHINGTON Issues Project Number 02008018,00 Description FLOOR PLAN Template 4. (120101) A -3 6294 Computer File CW05- 2008—A3,DWG Architect Registration REGISTERED ARCHITECT PERv1IT PERMIT CORRECTIONS ISSUE CONSTRUCTION SET EGRESS p� of 1 Via. By Check 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. 11c and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. KLS KLS KLS KLS KLS W IS D 0 I` C N R MA L _ IMPROV NAN M N v REVIEWS® F ®R CODE COMPLIANCE APPROVED JUL 01 2008 2897 SOU CENT UKWILA, WA 98188 _ R MALL, . PROJECT GENERAL NOTES PROJECT DATA PROJECT DIRECTORY LANDLORD NOTES City OfTukwil. BUILDIN DIVIS DRAWING INDEX N ARCHITECTURAL T -1 GENERACINFORMATION A -1 CONSTRUCTION FLAN A -1.1 FIXTURE PLAN A -2 FLOOR FINISH PLAN A -3 REFLECTED CEILING PLAN 4 -4 INTERIOR ELEVATIONS /SECTIONS A -S -- ` \, ENLA R GED TOILET PLAN/ELEVATIONS ` _ r _. ELECTRICAL - E -1 ELECTRICAL POWER/LIGHTING E -2 ELECTRICAL PANEL SCHEDULES E -3 ELECTRICAL SPECI MECHANICAL M -2 MECHANICAL SPECIFICATIONS M -3 MECHANICAL SPECIFICATIONS PLUMBING M -1 MECHANICAL PLANS nmsion P -1 J..2WMLPLAN NOTES AND RElJISiONS ND Ch�r1!GS Shali bG� 171FI�e' of woo PLANS SCHEDULES t0 the S[`nnc 1. ILLUMINATED SIGNAGE SHOULD BE CONTROLLED BY TIME CLOCK, LIGHT LEAKS FROM CASEWORK NOT PERMITTED. LANDLORD MUST APPROVE, IN WRITING, ALL PROPOSED SIGNAGE PRIOR TO INSTALLATION. 2. ALL CABLING AND WIRES TO BE CONCEALED. AUDIO WILL NOT BE PERMITTED. 3. SNEEZE GUARDS TO BE BUTT JOINTED, FRAMELESS, NO VERTICAL SUPPORTS WITH SQUARE EDGE ( DETAIL /UV BONDING 4. ALL LIGHTING REQUIREMENT TO BE INSTALLED WITHIN FLOATING RETAIL. LIGHTING TO BE SURFACE MOUNTED TO COUNTER DURING FABRICATION. 5. TENANT MUST INSTALL LANDLORD APPROVED LATEX- RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE MEMBRANE MUST LAP UP PERIMETER WALLS UNDERNEATH THE COVED BASE TO MIN. HT. OF 12 "AFF. AND UNDER THE COVED BASE OF THE DISPLAY CABINETRY INSIDE OF THE RETAIL SPACE. 6. ALL MECHANICAL & PLUMBING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED, BRACED AND INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. TENANT SHALL MAKE ALL CONNECTIONS TO THE UTILITY SERVICES PROVIDED. 7• FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2 ". TENANTS WITH HIGH WATER USAGE SHALL PROVIDE AND INSTALL A DOMESTIC WATER SUB - METER. TENANTS SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE. WATER PIPING SHALL BE TYPE 'L' HARD COPPER TUBE ABOVE GRADE AND TYPE 'K' SOFT COPPER TUBE BELOW GRADE. WATER HEATERS SHALL BE ELECTRIC. 8 . FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO INSTALL AN EARTHQUAKE VALVE. • TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL /TELEPHONE BASED ON THE FOLLOWING: A 277 / 488 VOLT , THREE - PHASE, FOUR WIRE, 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOATING FOOD KIOSKS: 200A (208Y / 120V) -(2) 3" CONDUIT. ELECTRICAL SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH LANDLORDS CRITERIA AS OUTLINED IN THE DESIGN MANUAL. 10. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER. 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING. 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: A. TO COLUMN CENTER LINE B. TO FINISH FACE OF CMU OR GWB. 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY ARCHITECT OF UNEXPECTED CONDITIONS. 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR COLUMNS INDICATED. 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR LOCATION OF WATER RESISTANT GWB. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROOMS, WAREWASH AND WET AREAS. 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 13. PROVIDE ONE TYPE 5E- 2A -10BC FIRE EXTINGUISHER PER 3,000 SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. 14. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NONRATED, PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED PARTITIONS. 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE AND /OR ACOUSTICAL 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 WITW WHITE CAPS. 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER RATING CRITERIA. 22. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED. 23. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS. 24. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND CASEWORK. ADDRESS: 2897 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 CONSTRUCTION TYPE EXISTING/ NEW CONSTRUCTION TYPE: TYPE II -B UNPROTECTED NONCOMBUSTIBLE OCCUPANCY GROUP PRIMARY OCCUPANCY: M- COVERED MALL INCIDENTAL OCCUPANCY: GROUP A3 & GROUP B APPLICABLE CODES: 2006INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2006 NATIONAL ELECTRIC CODE WITH WASHINGTON STATE AMENDMENTS CHAPER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER- FREE DESIGN INCLUDING ICC /ANSI A117.1 - 2003 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE 2006 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ALL LOCAL ORDINANCES HAVING JURISDICTION NUMBER OF EMPLOYEES NA OCCUPANCY SQ. FOOTAGE 1684 SQ. FT. OCCUPANT LOAD = 57 TOTAL SQ. FEET 1684 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 -9$18 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 MALL WESTFIELD SOUTHCENTER MANAGEMENT 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 (206) 246 -0423 T SITE PLAN VICINITY MAP PROJECT \, LOCATION \ Space 2200 • • SOUTHCENTER PKY SEPARATE SUBMITTALS n mervyns macy5 \ r \\ FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. \ - NORDSTROM �= SCOPE OF WORK - - - -- -- - -- -.� - JCPenney r BUILDING: THE WORK INCLUDES, BUT NOT LIMITED TO INTERIOR TENANT IMPROVEMENTS AND FINISHES ITEMS FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR AND ITEMS FURNISHED AND INSTALLED BY THE OWNER WITH FINAL CONNECTIONS BY THE CONTRACTOR. THE WORK ALSO INCLUDES, BUT NOT LIMITED TO, INTERIOR AND STOREFRONT SIGNAGE, HVAC SYSTEMS, ENERGY MANAGEMENT SYSTEMS, PLUMBING AND ELECTRICAULIGHTING SYSTEMS. NO ON SITE: WORK SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing -, L_I Gas Piping rj ,, �.f Tukwila T� , li3 ; `�� 11,"!,."! t :; : a �� ;g � r -_w i ' . 1 . ynN 1 1: lb h r I = . �''' �. - I i ° 1 1 e ® ° � - - ,J, > 11 ` � © � �.� I i a . . 'q tel � j : , .a \ II a © i n; I '. 4� � • ' Cr" ►. { - °" , � ,I . : • - ..� r _ _ _ Y SCALE: N.T.S. FOR ADDITIONAL ABBREVIATIONS ARCHITECTURAL ABBREVIATIONS SEE OTHER DESIGN DISCIPLINES ARCHITECTURAL SYMBOLS SYMBOLS NORTH ARROW r 1 ITEM 510 • PROJECT NORTH 1 5. 1.0 MATERIALS - REVISION CLOUD OR N.I.C. ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT T.O.W. TOP OF WALL A.F.F. ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS APPROX. APPROXIMATE EXIST. EXISTING LT.WT. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS UTIL. UTILITY B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWISE BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER RECD. RECEIVED V.I.F. VERIFY IN FIELD BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION W/ WITH BTWN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED WO. 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.LC. SUPPLIED BY OWNER INSTALLED CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP. SUSPENDED DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY FINISH SYSTEM JTTS. JOINT, JOINTS PNL. PANEL, PANELING T.D.P. TOP OF PARAPET JJ DETAIL IDENTIFICATION DETAIL \--- CUT LINE - DEFINES THE DETAILED ELEMENT , 3 ' ARROW I AND DELTA �... `! , ] GYPSUM BOARD , A8.01 ._ ' SHEET WHERE DRAWN DOOR W ALL SECTION - DETAIL IDENTIFICATION (2 580 A ) \ CUT LINE - DEFINES THE - DETAILED ELEMENT 2 L WINDOW, �-- TRUE NORTH � - �--� �.� �� INDICATOR ' " MARK 50 A.F.F. WORK, CONTROL iii - ::....1 CONCRETE ITEM S.O.LC OR S.I.C. SC ! ��`iTirii � 1 EARTH , - DOOR CODE - OR DATUM POINT _ ati GRAVEL REFER TO - - SCHEDULE SLOPE DIRECTION / A CMU OR BRICK NEW CONSTRUCTION - SHOWN SOLID %; SLOPE DOWN WITH DATUM MARK r.. ... - -- - ZL RELITE OR `?. 1/8" PER FOOT --"' MARK PLYWOOD I RIGID INSULATION , A7.01 \� LOUVER SHEET WHERE DRAWN BUILDING SECTION 1A, -, DETAIL IDENTIFICATION 6 EQUIPMENT A3.01 - SHEET WHERE DRAWN '` EXTERIOR ELEVATION ,4 - DETAIL IDENTIFICATION ROOM - 4 8 ROOM - - - - ��_ - -- � A3.02 SHEET WHERE DRAWN 100 _ - WINDOW j - SPRINKLER MAIN 1 NUMBER - REFER TO SCHEDULE �� GATT INSULATION - EXISTING MARK -- PROPERTY LINE - SHOWN >< WOOD MEMBER CONSTRUCTION TO REMAIN LIGHT BACKGROUND WOOD BLOCKING - EQUIPMENT �r s Im misiorri e mu 1 NUMBER - REFER TO SCHEDULE FENCE MARK _ � - ROOM NAME EXISTING �'� . , BREAKLINE B __• AKLI - REMOVED J( T77 II l�l II& 7� CONSTRUCTION TO BE SHOWN DASHED FINISHED WOOD ACOUSTICAL TILE STEEL ALUMINUM , [ -- i r� INTERIOR ELEVATION ( 5 DETAIL IDENTIFICATION (5.03 6 � - ROOM NUMBER 2 / COLUMN GRIDS WALL ) ` _ _ _ _.- _____ -_ \ - - - � TYPE MARK I - WALL TYPE x--. 1 • 1 -) FE - E.LF.S. ( - - - - - - I ® SOUND INSULATION FIRE EXTINGUISHER SHEET WHERE DRAWN ( B , 7 X- NOTE 2897 Southcenter Mall Tukwila, WA 98188 smith e*. 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 t C`_ , Permit No. _. . 2t 6 review approval oval is sub to errors and or °SStOTIS. k.pprav ' of construction documents does not authorize the violation of any adopted code or ordinance. Remipt o' approved Field Copy d conditions is a .n ed ed: No. Date By Date: Consultant Registration Issues and Revisions /t yefic City of Tukwila BUILDING DIVISION Project Number 02006088.00 Scale AS NOTED Issues Template 4 (12I) I I i 1) T -1 6294 Architect Registration k%tk e%V KEITH L SMITH STATE OF WASHINGTON 1 03.31.08 PERMIT KLS 2 04.15.08 PERMIT CORRECTIONS KLS 3 05.28.08 ISSUE KLS 4 06.15.08 CONSTRUCTION SET KLS RECEIVED CITY OF TUKWILA JUN 25 0008 REGISTERED ARCHITECT PERMIT CENTER Project Name WESTFIELD SOUTHCENTER MALL Description GENERAL INFORMATION Computer File CW05 --- 2008- T1.DWG By Check R I ON 1\10 a 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. WALL PARTITION DOOR SCHEDULE SEE RESPONSABILITY SCHEDULE ON Ti. FINISH LEGEND ® SEE RESPONSABILITY SCHEDULE ON Ti. ATTACH TO STRUCTURE ABOVE SALES SIDE 2X4 SUSPENDED CEIUNG OR GWB NO. ROOM NAME DOOR SIZE DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH HARDWARE GROUP NOTES NO. MATERIAL MANUFACTURER SPECIFICATIONS P -1 PAINT DUNN EDWARDS DE6389 FALLEN ROCK GWB BY 11 �� CORRIDOR SIDE SEE FINISH NOTES FOR FLOOR FINISH I 1 1 �� 6" SLOTTTED TRACK (SLP -TRK OR EQ.) ATTACH TO STRUCTURE ABOVE � 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 AT FASTENERS O . MIN. AT 18" PAINTABLE . PAINTABLE FIRESTOP SEALANT BOTH SIDES 1 FRONT ENTRY 6' -0" X 7 -0 ALUM /GLASS GLASS ALUM. ANOD. ALUM. © 4, 5, 6 P -2 PAINT DUNN EDWARDS DEC765 BONE P -3 PAINT DUNN EDWARDS DEC740 SANDCASTLE 2X4 SUSPENDED CEILING OR GWB — �. \ 2X4 SUSPENDED /CEILING OR GWB" 2 O STOCK ROOM 3' -0" X 8' -0" METAL P -2 METAL P -2 OA 1, 2, 5, 6, P 4 PAINT DUNN EDWARDS DEA112 EXUBERANT ORANGE P -5 PAINT DUNN EDWARDS DEC794 SALINA SPRINGS STOCK ROOM SIDE SEE FINISH NOTES FOR FLOOR FINISH 4 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 " " 5/8 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD. I SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN..145 - AT 18" O.C. SEE FINISH NOTES 1 FOR FLOOR FINISH 1 i T� 3 5 8 20 GAGE METAL / " STUDS AT 16 D.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. STOCK ROOM SIDE 4 3 0 RESTROOM " 3 - D X 6' - 8 " METAL = 2 METAL ® 1, 2, 5, 6, P - 6 PAINT DUNN EDWARDS DEC5522 PALM FROND (P P - 7 PAINT DUNN EDWARDS DEC791 CLOUD i 4 O REAR EXIT 3' -0" X 7' - 20 MIN. RATED METAL P -2 METAL P -2 C 0 3, 4, 5, 6, 9 P--8 PAINT DUNN EDWARDS DE6042 BEAR IN MIND P -9 PAINT DUNN EDWARDS DEW383 COOL DECEMBER DOOR HARDWARE F -1 MARBLE TILE DAL TILE M417 EMPERADOR LIGHT 18X18 0 ENTRY PUSH /PULL HARDWARES W/ LOCKSET, CLOSER F - 2 CARPET INTERFACE FLOR VENNER 5036 POPLAR 19.69X19.69 •i /// 2/' 1 NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH k . ; % ; ;/, ' MUST BE SCREWED TOP SIDES. %' ; i, i !% NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH k, 4 : ;W,% MUST BE SCREWED TOP SIDES. , 2 , .' // / 4° NOTE: ALL STEEL STUDS AND BOTTOM ON B011-I `t. %iii/ // MUST BE SCREWED TOP SIDES. F -3 MARBLE TILE DAL TILE M417 EMPERADOR DARK 18X18 ® PRIVACY LEVER HARDWARE (BRUSHED CHROME) NEW LOCK. KICK PLATES ON 601H SIDES. F -4 CARPET INTERFACE FLOR 1ST AVENUE 8144 TAUPE 19.69X19.69 F -5 QURTZ TILE DAL TILE NQ -13 BLACK SUEDE 24X24 ' F ' I WALL PARTITION \ P 2 WALL PARTITIO\ -i 1 HOUR WALL PARTITION UL NO. U465 ® PANIC BAR HARDWARE WITH ALARM AND CLOSER F -6 CARPET INTERFACE FLOR FLATIRON 2ND AVENUE 8161 WOOSTER 19.69X19.69 F -7 QURTZ TILE DAL TILE NQ -50 CULTURED PEARLS 24X24 DOOR NOTES F -8 CARPET INTERFACE FLOR URBANSCAPES COLLECTION NEW URBAN SEAL 8238 19.69X19.69 F -9 CONCRETE EXISTING CLEAN AND SEAL - I' I-- _ 1,, 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 ALL DOORS THAT DOOR STOPS AT HEIGHT OF ODOR KNOB AT T SWING INTO OR OUT TOWARD A WALL 6. INSTALL DOOR SILENCERS. 7. SALES TO CORRIDOR DOOR TO HAVE A DORMA DOOR CLOSER WITH MODEL pC - DS1H0 "HOLD OPEN ARM" B. LLG.C. TO INSTALL A WIDE ANGEL PEEP HOLE. F - 10 MALL TILE BY MALL CONFIRM MTH MALL - "F-----ATTACH TO STRUCTURE ABOVE �a \ — 6" SLOT I TED TRACK (SLP-TRK OR EQ.) — ATTACH TO STRUCTURE ABOVE HOLD STRUCTURE DOWN FOR GWB I• VENTILATION RETURN TENANT SIDE I 6 20 GAGE METAL STUDS AT 16" O.C. WIN ONE LAYER 5/8" GYPSUM BOARD. SECURE BOTTON TRACK TO CONCRETE SLAB i • USING POWER DRIVEN `< FASTENERS MIN..145 FIRESTOP 18" O.C. PAINTABLE SIDES SEALANNT T B BOOE TH SIDD ES 1 �� „ 6 SLOIIIED TRACK (SLP -TRK OR EQ.) ATTACH TO STRUCTURE ABOVE HOLD GWB DOWN FOR VENTILATION RETURN 5/8" 20 GAGE METAL I �3 5 / F -11 VCT MOHAWK CH17 ANTIQUE WHITE 12X12 � . 2X4 SUSPENDED CEIUNG OR GWB h G - 1 GROUT POLYBLEND #95 SABLE BROWN STOCK ROOM SIDE TENANT SIDE T �... -- - - ,I G - 2 GROUT POLYBLEND #386 OYSTER GRAY 3 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON ONE SIDE. CORRIDOR SIDE SEE FINISH NOTES FOR FLOOR FINISH - ._ 6" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD. :_ SECURE BOTTON TRACK TO CONCRETE SLAB USING FASTENERS C M M AST . A AT T 1 188" " O.C. PAINTABLE .1 INTABINTAB LE FIRESTOP SEALANT BOTH 1 S SEE FINISH NOTES FOR FLOOR FINISH ! - -� STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD. G -3 GROUT POLYBLEND #60 CHARCOAL 3 5/8" 20 GAGE METAL G -4 GROUT POLYBLEND #11 SNOW WHITE STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON ONE SIDE. RESTROOM SIDE SEE FINISH NOTES FOR FLOOR FINISH TENANT SIDE SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH SI GENERAL NOTES B -1 6" TILE BASE DAL TILE MATCH WITH ADJACENT TILE, SEE FINISHES ABOVE B -2 4" RUBBER BASE ROPPE MATCH ADJACENT CARPET, CONFIRM WITH ARCHITECT 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 SPECIA KNOWLEDGE OR EFFORT. 3. INTERIOR WALL AND CEILING FINISH MATERIALS IN MERCANTILE OCCUPANCIES SHALL BE CLASS A OR CLASS B PER NFPA 101, 24 -3.3, 1997 EDITION. 4. T.G.C. SHALL PROVIDE SUFFICIENT NUMBER OF 2A1OBC FIRE EXTINGUISHERS SO THAT A FIRE EXTINGUISHER CAN BE REACHED WITHIN 75 FEET OF NORMAL TRAVEL FROM ANY POINT IN THE BUILDING. PLEASE TAKE INTO CONSIDERATION THAT ARE EXTINGUISHERS SHOULD BE LOCATED NEAR EXITS. MOUNTING HEIGHT SHALL BE 4 FEET A.F.F. MAXIMUM. CL - 1 GYP. BD. CEILING NEW PAINTED GYP. BD. P - 9 % 41 NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH 6 ://''''/% / te. MUST BE SCREWED TOP SIDES. ;% ' i NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH / •; MUST BE SCREWED TOP SIDES. „; NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH ;// % ,� MUST BE SCREWED TOP SIDES. CL -2 SUSPENDED ACT NEW PAINTED P -9 WC - 1 FRP PANELS STRUCTOGLAS WHITE (TO 48" A.F.F. WITH TRIMS, NO EXPOSED FASTENERS.) L' � ' WALL PARTITION UL NO. U465 "nn WALL PARTITION UL NO. U465 F' 7 1 HOUR WALL PARTITION UL NO. 1)465 INTERIOR FINISH MATERIALS SHALL BE CLASS A OR CLASS B PER NFPA 101, 24 -3.3, 1997 EDITION. • NEW REAR EXIT DOOR BY LLG.C. SERVICE CORRIDOR 1 , FR ESTik0 OM FL \ ... _. NEW ELECTRICAL PANEL AND PHNE BOARD BY L.L. G.C. NEW RESTROOM FIXTURES BY L.L. G.C. CORRIDOR 102 STOCKROOM 103 NEW DEMISING WALE G.C. "BYZ:C FLOOR PLAN SCALE: 1/4' = 1' -0" 16'-- ADJACENT TENANT 2210 SALES AREA 101 MALL COMMON 00 7' NEW G.C. STOREFRONT 16 -3 4 J BY t _ REVIEWED F OR — CODE COMPLIANCE APPROVED JUL 01 2008 City Of Tukwila B ILDING DMSION MALL COMMO oo 2897 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 Issues and Revisions No. Date 1 03.31.08 2 04.15.08 3 05.28.08 4 06.15.08 Issues Project Number 02008018.00 Description FLOOR P L A N Computer File CW05- 2008— A1,DWG Scale AS NOTED Template 1 • ' (1 i_I 101) A -1 6294 Architect Registration REGISTERED ARCHITECT 4 KEITH L. SMITH STATE OF WASHINGTON PERMIT PERv1IT CORRECTIONS ISSUE CONSTRUCTION SET RECEIVED CITY OF TUK ILA 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. 11c and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. KLS KLS KLS KLS 7 XTLJRE -P-LA SCALE: 1/4" = 1' -0" / _J 7 • __ll____li____L_ _-- -_L.. 7 7- 7 - 7 T ' / / / / // / PATH O EGRES: i c � � J� i SALES AREA 101 -T 11 / , q / / % /, / FIXTURE LEGEND GARMENT RACK 4 -WAY TIERED TABLE ROUNDER -- WALL STANDARDS L J 2 -WAY W /SHELVES TIERED ROUND TABLES 2897 Southcenter Mall Tukwila, WA 98188 sm i t h 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 04.15.08 3 05.28.08 4 06.15.08 Issues Project Number 02008018.00 6294 Project Name WESTFIELD SOUTHCENTER MALL Description FIXTURE PLAN Scale Template AS NOTED (1211101) A -1 -1 Architect Registration REGISTERED ARCHITECT KEITH L SMITH STATE OF WASHINGTON PERMIT KLS PERV1IT CORRECTIONS KLS ISSUE KLS CONSTRUCTION SET KLS RECEIVED CITY OF TUKWILA JUN 2 5 20D8 PERMIT CENTER Computer File CW05- 2008 — A1-1,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 whatsoeverr ith riff permission of smith co. Ilc. By Check —F-4 ,—CARPET —— /AMMUMM T CARPET TO STOCK FL. TRANSITION SCALE: N.T.S. 1 F I THRESHOLD a .3 a MALL v J ENTRANCE C6 FL. TRANSITION SCALE: N.T.S. FINISH PLAN SCALE: 1/4" = 1-0° CARPE INommmomm SALES FLOOR FL. TRANSITION SCALE= N.T.S. - -- — F I LX ILRIOR l CONC. SLAB THRESHOLD —. a iNTEF,I, - CON( SLAB F -4- STOCKROOM TO EXIT c8 FL. TRANSITION SCALE: N.T.S. CODE COMPLIANCE APPROVED JUL 0 1 2008 City 0f Tukwila ' BUILDING DIVISION 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 AMTICO FLOOR CLEANING PREPARE BRAVO SOLUTION AS PER THE INSTRUCTIONS NOTED ON THE BOTTLE. FOLLOW ALL SAFETY INSTRUCTIONS. PARTICULARLY NOTING THAT A FLOOR CAN BECOME SLIPPERY DURING THE STRIPPING PROCESS. APPLY PLENTY OF BRAVO SOLUTION OVER A MANAGEABLE AREA. ALLOW 5 -10 MINUTES CONTACT TIME. EITHER MACHINE SCRUB WITH BLUE 3M PAD OR AGITATE SOLUTION WITH MOP. DO NOT ALLOW SLURRY TO DRY ON FLOOR. EITHER REMOVE SLURRY WITH WET VACUUM MACHINE OR MOP AND BUCKET. RINSE FLOOR TWICE WITH CLEAN WATER. ALLOW TO DRY APPLICTION OF CAREFREE COMPLETE SEALER LOAD MOP WITH CAREFREE COMPLETE SEALER (DO NOT USE THE SAME MOP USED TO APPLY STRIPPING.) APPLY A THIN EVEN COAT WITH OVERLAPPING PASSES. ALLOW TO DRY APPROX. 30 MINUTES. APPLY SECOND COAT AT 90 DEGREE TO FIRST. ALLOW TO DRY APPROX. 30 MINUTES. DO NOT BUFF FOR 24 HOURS. AFTER INSTALLATION NOTES 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. 2897 Southcenter Mall Tukwila, WA 98188 math c.. 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 04.15.08 3 05.28.08 4 06.15.08 Scale AS NOTED Template 4 . 1 KEITH L SMITH STATE OF WASHINGTON Issues Project Number 02008018,00 Description FLOOR P L A N Computer File CW05- 2008— A2,DWG ;21)101 A -2 6294 Architect Registration REGISTERED ARCHITECT PERMIT KLS PERMIT CORRECTIONS KLS ISSUE KLS CONSTRUCTION SET KLS CITY OF TUKINILA JUN 7 5 2008 Project Name WESTFIELD SOUTHCENTER MALL All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. By Check REFLECTED CEILING LEGEND R - RELOCATED D FIXTURE N - NEW FIXTURE HEADS x A/C SUPPLY GRILLE ® EXIT SIGN - CEILING MOUNTED .-A -IT- LIGHT TRACK WITH 9 . 4 ' EMERGENCY LIGHT - CEILING MOUNTED / RETURN AIR GRILLE 2 X 4 FIXTURE PRISPATIC ,d EXHAUST FAN / LIGHT COMBO 2 X 2 FIXTURE PARABOLIC '' 4' STRIP LIGHT 0 RECESSED DOWN LIGHT MECHANICAL CONTRACTOR'S NOTE CONTRACTOR'S NOTE CEIUNG MOUNTED MECHANICAL EQUIPMENT TO REMAIN. G.C. TO RELOCATE SUPPLY AND RETURN DIFFUSERS AS NECESSARY PER NEW WALL LAYOUT. G.C. TO VERIFY THAT THE LOCATION OF THE EXISTING EQUIPMENT DOES NOT INTERFERE WITH NEW CONSTRUCTION. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF WORK, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. NEW GYP. BD CEILING BY L.L.G.C. AT 8' -O" A.F.F. PAINTED NEW DOOR BUZZER ABOVE STOCK CEILING TILES BY G.C. NEW EXIT LIGHT BY L.L.G.C. SEE ELECTRICAL PLANS. NEW 2X4 SUSPENDED CEILING AT 2' -0 ". REFLECTED CEILING PLAN SCALE 1/4' -1' -0' 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. FROM WALLS AND SPLAYED 90° @ 45° ANGLE MAXIMUM FRO PLANE OF CEILIN H.D. T -BAR SYSTEM CROSS RUNNER T -BAR SYSTEM MAIN RUNNERS SHALL BE RESTRAINED W /POP RIVET PER SYSTEM MANUFACTURERS RECOMMENDATIONS NOTE; STRUT SIZE MAX. LENGTH 3/4' DIA. RIGID METAL CONDUIT 8' -6' SCREW ALL LIGHT FIXTURES 1' DIA. RIGID METAL CONDUIT 10' -0' TO T -BAR PROVIDE #12 SLACK SINGLE 2 -1/2' x 20 GA. METAL STUD (MIN, =0.18 IN,)11' -6" WIRES ATTACHED TO EA. BACK TO BACK 2 -1/2'x 20 GA. METAL STUD 15' -0' FIXTURE AT TWO OPPOSING SCREWED TOGETHER @ 24' O.C. CORNERS CEILING BRACI\ T -BAR) MAIN RUNNER SELF - TAPPIN 1 -5/8' DRY I, WALL SCREWS @ 24' O.C. PERIMETER WIRE G ■ WALL ANGLE TYPICAL 3 -TURNS MIN. AT WIRES, TYPICAL 3/4 \\ MIN. 'WALL %' ANGLE 2 „ MIN, NOT TO SCALE NEW 2X4 FLUSH PARABOLIC LIGHT FIXTURES BY L.L.G.C. (TYP.) 0 B B a /4' O' /_ 12' -0' MAXIMUM j, I 4 MINIMUM CEILI \G BRACI IN SEISMIC ZONES; COMPRESSION STRUTS @ 12' -0' ON CENTER EACH WAY, 3/8' MINIMUM CLEAR CROSS RUNNER OR MAIN, TYPICAL. NOTE; TIE LTO TO M ' AN TO CROSS RUNNERS, PLAN SECTION SUSPENDED CEILING FINISH FLOOR \ 0 NOT TO SCALE 0 0 0 0 AT LIGHT FIXTURE ATTACH NO, 12 GAUGE HANGER WIIEE WHICH SHALL BE ATTACHE TO THE GRID MEMBER WITHIN 3' OF EACI'; CORNER OF EACH FIXTURE, TYPICAL::: EACH LIGHT FIXTURE TO HAVE 2 NO 12 GAUGE HANGER WIRES ATTACHED @ OPPOSITE CORNERS, FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE, ONE @ EACH END,TYP LIGHT FIXTURE NOTE; LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT EA. END SUSPEk 9E9 CLG. © LIGHT NOT TO SCALE 0 0 0 NEW RECESS l7 DOWN LIGHT. SEE ELECT CAL PLANS. NEW EXIT LIG . SEE ELECTRICAL P S. RtVitW1D FOR _._. CODE COMPLIANCE APPROVED JUL 01 2008 City Of Tukwila B ILDING pmsioN 2897 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 04.15.08 3 05, 28.08 4 06.15.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018,00 Description FLOOR PLAN Computer File CW05- 2008— A3,DWG Scale AS NOTED Issues Template 4 (1 I) I (.) 1 ) A -3 6294 Architect Registration REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON PERMIT KLS PERMIT CORRECTIONS KLS ISSUE KLS CONSTRUCTION SET KLS RECEIVED CITY OF TUKWLA JUN 2 5 2008 PERMIT CENTER By Check All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. J I � 1_ J / / \ _ o\ \ NEW STOREFRONT GLAZING ® Ilo4 AND DOORS C5 TENANT 6 i" STOREFRONT GLASS z COMMON MALL NEW STOREFRONT GLAZING AND DOORS EXISTING MALL BULKHEAD AND STRUCTURE (BY LANDLORD) A TENANT SPACE STOREFRONT NEUTRAL PIER SCALE: 1 -1/2A = 1' - 0' SIGNAGE AND FINISH BACKING BY TENANT STOREFRONT SECTION SCALE: 1/4! = T -0" EXTENT OF FINISHED CEILING ABOVE DEMISING WALL METAL FRAMING BY LANDLORD FINISH BY TENANT LEASE LINE 3/4" BLACK ALUMINUM REVEAL TYP. PAINTED r GYPSUM BOARD WITH 12" HIGH STONE BASE OVER METAL FRAMING BY LANDLORD " STONE ASSEMBLY BY LANDLORD DROPPED SOFFIT WHERE REQUIRED. HOLD TO 10' MIN & 12' MAX. COORDINATE IN FIELD WITH LL REP. 3 INTERIOR ELEVATION SCALE: 1/4' =1' -0' 3' -0" MIN. I , 4 EXISTING MALL BULKHEAD AN STRUCTURE (BY LANDLORD) \ \ NEW STOREFRONT GLAZING LIGHTCOVE FRAMING AND FINISH BY TENANT. FINISH TO MATCH STOREFRONT MATERIAL. VERIFY WITH LL REP. STOREFRONT SECTION SCALE: 114' = 1' -0' LEASE LINE NEW STOREFRONT GLAZING 3/4" METAL REVEAL TOP PND SIDES \ \ SEM 2 7 , -9 1„ STOREFRONT PLAN SC LE: 1/4' -1' -0" LIGHT COVE FASCIA S.S. 20 GA. LEASE LINE SIGN BAND OVER i" P4YWD. SIGNAGE BY TENANT 3/4" METAL REVEAL TOP AND SIDES INTERIOR ELEVATION SCALE: 1/4w =1' -0' ---irEW147-E5 -FOR CODE AP PROVED COMPLIAN JUL 01 2008 2897 Southcenter Mall Tukwila, WA 98188 saith 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 04.15.08 3 05.28.08 4 05.15.08 Project Number 02008018.00 Scale AS NOTED Template 4 Issues 2 i) I (:I 1 ) A -4 6294 Architect Registration REGISTERED ARCHITECT tik- KEITH L. SMITH STATE OF WASHINGTON PERMIT PERMIT CORRECTIONS ISSUE CONSTRUCTION SET Project Name WESTFIELD SOUTHCENTER MALL Description ELEVATIONS /SECTIONS Computer File CW05- 2008— A4.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. KLS KLS KLS KLS S i i D s 0 u C E N R.. m A SEPARATE PERM REQUIRED FOR: IT _ IMPROV REVISIONS echanical N ... • M Electrical NAN M �l cha n�aes shall be mad to a h al or Plumbing without pr ior apP J\ of work . Gas Piping Tukwila Building Division. NOTE: Revisions wila require a submittal fees. City of Tukwila ' plan review I a nd may include , BUILDING DIVISION PROJECT GENERAL NOTES PROJECT DATA PROJECT DIRECTORY LANDLORD NOTES DRAWING INDEX 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING. 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: A. TO COLUMN CENTER LINE B. TO FINISH FACE OF CMU OR GWB. 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY ARCHITECT OF UNEXPECTED CONDITIONS. 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR COLUMNS INDICATED. 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR LOCATION OF WATER RESISTANT GWB. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROOMS, WAREWASH AND WET AREAS. 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 13. PROVIDE ONE TYPE 5E- 2A -10BC FIRE EXTINGUISHER PER 3,000 SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. 14. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NONRATED, PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED PARTITIONS. 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE AND /OR ACOUSTICAL 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. ADDRESS: 2897 SOUTHCENTER MALL TUKWILAILA, , W WA 98188 -2888 CONSTRUCTION TYPE EXISTING/ NEW CONSTRUCTION TYPE: TYPE II -B UNPROTECTED NONCOMBUSTIBLE OCCUPANCY GROUP PRIMARY OCCUPANCY: M- COVERED MALL INCIDENTAL OCCUPANCY: GROUP A3 & GROUP B APPLICABLE CODES: 2006INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2006 NATIONAL ELECTRIC CODE WITH WASHINGTON STATE AMENDMENTS CHAPER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER- FREE DESIGN INCLUDING ICC /ANSI A117.1 - 2003 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE 2006 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ALL LOCAL ORDINANCES HAVING JURISDICTION NUMBER OF EMPLOYEES NA OCCUPANCY SQ. FOOTAGE 1684 SQ. FT. OCCUPANT LOAD = 57 TOTAL SQ. FEET 1684 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 D earborn Hts., MI 4$127 313-565-5580 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 MALL WESTFIELD SOUTHCENTER MANAGEMENT 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 (206) 246 -0423 T op os ... 2 1 4 0 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 THE DISPLAY CABINETRY INSIDE OF THE RETAIL SPACE. 6 . ALL MECHANICAL & PLUMBING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED, . BRACED AND SF�?ARATE INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. TENANT SHALL MAKE ALLPERmrr alum CONNECTIONS TO THE UTILITY SERVICES PROVIDED. APPROVAL 7. FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2 "_ TENANTS WITH HIe14QUIRED 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 IN GENERAL -1 GE L FORMATION T T -1 G IN ON PLAN A-2 FLOOR FINISH PLAN A -3 REFLECTED CEILING PLAN A-4 INTERIOR ELEVATIONS /SECTIONS A ENLARGED TOILET PLAN /ELEVATIONS ELECTRICAL E -1 ELECTRICAL POWER/LIGHTING PLANS -2 ELECTRICAL PANEL SCHEDULES -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 1245 ..r.'.s SEPARATE SUBMITTALS mQCy --- FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. 1 SOUTHCENTER PKY NORDSTROM r SCOPE OF WORK '� � •ICPenney BUILDING: THE WORK INCLUDES, BUT NOT LIMITED TO INTERIOR TENANT IMPROVEMENTS AND FINISHES, ITEMS FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR AND ITEMS FURNISHED AND INSTALLED BY THE OWNER WITH FINAL CONNECTIONS BY THE CONTRACTOR. THE WORK ALSO INCLUDES, BUT NOT LIMITED TO, INTERIOR AND STOREFRONT SIGNAGE, HVAC SYSTEMS, ENERGY MANAGEMENT SYSTEMS, PLUMBING AND ELECTRICAL/LIGHTING SYSTEMS. ON SITE: NO WORK �� ��� I � I� ,- -� © , ■*��� I� I . ��� I I II • - = r i l �I'�� ��� r �� _ * 131 �,. ilk •� • •, ;,. %. 4tr! _el 7/ , 81 1 r_ 'I, "y 1 :;;✓ A NYTha j o ' .� Wi `• I A.-W V ,' FOR ADDITIONAL ABBREVIATIONS ARCHITECTURAL ABBREVIATIONS SEE OTHER DESIGN DISCIPLINES ARCHITECTURAL SYMBOLS ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROD. PROJECT T.O.W. TOP OF WALL A.F.F. ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS APPROX. APPROXIMATE EXIST. EXISTING LT.WT. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS UTIL. UTILITY B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWISE BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER RECD. RECEIVED V.I.F. VERIFY IN FIELD BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION W/ WITH BTWN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT CB CATCH BASIN BY OWNER M.I.P. METAL INSULATfED PANEL REQ'D. REQUIRED WD. WOOD C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WDW. WINDOW C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WHS. WELDED HEAD STUD C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT CLR. CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR WT. WEIGHT CLG. CEILING GA. GAUGE MTG. MOUNTING S.I.O. SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP. SUSPENDED DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY FINISH SYSTEM JT. /JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SYMBOLS NORTH ARROW ITEM S.I.O MATERIALS DETAIL DETAIL IDENTIFICATION CUT LINE - DEFINES THE • DETAILED ELEMENT A8.01 ,. SHEET WHERE DRAWN DOOR WALL SECTION DETAIL IDENTIFICATION 2580A CUT LINE - DEFINES THE DETAILED ELEMENT WINDOW, A7.01 LOUVER � WHERE DRAWN BUILDING SECTION DETAIL IDENTIFICATION 6 EQUIPMENT A3.01 SHEET WHERE DRAWN EXTERIOR ELEVATION DETAIL IDENTIFICATION ROOM 8 ROOM PROJECT NORTH I 1 OR N.I.C. REVISION CLOUD i ARROW �� L _ _ _ _ J AND DELTA ::',•;- GYPSUM BOARD © TRUE NORTH INDICATOR MARK 50' - 0" A.F.F. WORK, CONTROL [..:: A CONCRETE ITEM S.O.I.0 OR S.I.C. -- 1 1 ° _i, - i, -i, EARTH GRAVEL CMU OR BRICK PLYWOOD RIGID INSULATION GATT INSULATION WOOD MEMBER WOOD BLOCKING FINISHED WOOD ACOUSTICAL TILE STEEL ALUMINUM * y -r1 . - . OR DATUM POINT DOOR CODE - REFER TO SCHEDULE SLOPE DOWN SLOPE DIRECTION WITH DATUM MARK NEW CONSTRUCTION - SHOWN SOLID �A, RECITE OR 1/8 .1 PER FOOT MARK __ WINDOW SPRINKLER MAIN NUMBER - REFER MA! TO SCHEDULE ..... EXISTING CONSTRUCTION TO REMAIN MARK PROPERTY LINE - SHOWN LI GHT BACKGROUND O M EQUIPMENT ara s - ■ s s NUMBER - REFER TO SCHEDULE r FENCE ® fA MARK x x x x x x x x ROOM NAME EXISTING CONSTRUCTION TO BE //, BREAKLINE 1 100 n REMOVED - SHOWN DASHED A3.02 SHEET WHERE DRAWN [ NUMBER 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 - NOTE REVIEWED FOR CODE APPROVED MA Y - X 2008 B IL 0f Tukwila ING DM ION 2897 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 FILE CI Permit No Mar review approval is subject to errors and omissions. Approval of construction documents does not adze the violation of any adopted code or ordinance. Receipt of approved Fi Copy ditions is added . . By Date: Consultant Registration Issues and Revisions No. Date 1 03.31.08 Project Name Cily of Tukwila irr)Ne ! Scale AS NOTED Issues Project Number 02006088.00 Template 4.3 (120101) T -1 6294 Description GENERAL INFORMATION Computer File CW05- 2008 -T1 .DWG Architect Registration REGISTERED ARCH6TECT KEI TATE OF WASHINGTON rn 2 Lt l uuO PERMIT CENTER WESTFIELD SOUTHCENTER MALL By Check PERMIT KLS RECEIVED CITYO F - r 01 /1 ACii n CITY OF MIE _ ��_ y 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. NEW REAR EXIT DOOR BY L.L.G.C. SERVICE CORRIDOR NEW ELECTRICAL PANEL AND PHNE BOARD BY L.L. G.C. NEW DEMISING — WALL BY L.L. G.C. NEW RESTROOM — FIXTURES BY L.L. G.C. CORRIDOR STOCKROOM 103 FLOOR PLAN SCALE: 1/4° = 1' -0' ADJACENT TENANT SALES AREA 101 MALL COMMON NEW G.C. REFRONII MALL COMMON WALL PARTITION DOOR SCHEDULE SEE RESPONSABILITY SCHEDULE ON Ti. FINISH LEGEND ® SEE RESPONSABILITY SCHEDULE ON Ti. ROOM DOOR DOOR DOOR FRAME FRAME HARDWARE NO. MATERIAL MANUFACTURER SPECIFICATIONS ATTACH TO NO. NAME SIZE MATERIAL FINISH MATERIAL FINISH GROUP NOTES STRUCTURE ABOVE I I 6" SLOTTTED TRACK P -1 PAINT BENJAMIN MOORS BEIGE - #967 FLAT EGGSHELL SALES SIDE SLP -TRK OR EQ.) P -2 PAINT BENJAMIN MOORS BEIGE - #967 SEMI -GLOSS 2X4 SUSPENDED 2X4 SUSPENDED 2X4 SUSPENDED FRONT ENTRY 6' -0" X 7' -0" ALUM /GLASS GLASS ALUM. ANOD. ALUM. CO 4, 5, 6, 7 A ► H P -3 PAINT BENJAMIN MOORS BLUE - #2067-60 FLAT EGG SHELL F = �? STRUCTURE ABOVE CEILING OR GWB I I CEILING OR GWB CEILING OR GWB GWB BY LL VE N11LA11 N RETURN O STOCK ROOM 3' -O" X 8' -O" METAL P-2 METAL (P ) AO SON 1, 2, 5, 6, P -4 PAINT BENJAMIN MOORS BEIGE - #967 SON LOW LUSTRE 3 5/8" 20 GAGE METAL 3 5/8" 20 GAGE METAL 3 5/8" 20 GAGE METAL F -1 CARPET PATCRAFT SCHOOL DAZE COLOR /LUNCH MONEY SALES ° STUDS AT 16 O.C. WITH STUDS AT 16" O.C. WITH • " O.C. WITH 3 5/8" 20 GAGE METAL F -2 SEALED CONCRETE BY GC ONE LAYER 5/8" GYPSUM STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM ONE LAYER /8" GYPSU n O3 RESTROOM 3' -0" X 6' -8" METAL P -2 METAL P =2 BO 1, 2, 5, 6, 1 BOARD. i' J BOARD TO 6" ABOVE BOARD. FINISHED CEILING.. F -3 CERAMIC TILE DAL 11LE T.B.D. ONE LAYER 5/8" GYPSUM SECURE BOTTON TRACK BOARD ON ONE SIDE. TENANT SIDE STOCK ROOM SIDE 3' -O" X 7' -O" 20 MIN. METAL P -2 METAL TO CONCRETE SLAB SECURE BOTTON TRACK SECURE BOTTON TRACK REAR EXIT 3 4, 5, F -4 VINYL COMPOSITE TILE ARMSTRONG #51899 COOL WHITE a 4 P -2 C TO CONCRETE SLAB TO CONCRETE SLAB 6, 7, 9 FASTENERS RI145 RESTROOM SIDE I I FASTEN RS RI145 CORRIDOR SIDE I I. FASTEN RE RI 45 RATED F -6 EXISTING TO REMAIN MALL TILE PER SOUTHCENTER SPECIFICATIONS AT 18" 0.C• • ' r AT 18" O.C. r AT 18" D.C. PAINTABLE SEE FINISH NOTES SEE FINISH NOTES SEE FINISH NOTES STOCK ROOM SIDE SEE FINISH NOTES FIRESTOP SEALANT BOTH B -1 COVE BASE JOHNSONITE #86 - HUNTER GREEN - SALES AND OFFICE ONLY r FOR FLOOR FINISH x FOR FLOOR FINISH FOR FLOOR FINISH FOR FLOOR FINISH SIDES B -2 6" VINYL COVE BASE ARMSTRONG #68 - PALE GRAY -- STOCK, COORIDOR, RESTROOM NOTE: ALL STEEL STUDS MUST BE SCREWED TOP NOTE: ALL STEEL STUDS MUST BE SCREWED TOP NOTE: ALL STEEL STUDS MUST BE SCREWED TOP B -3 6 TILE BASE DAL 11LE T.B.D. AND BOTTOM ON BOTH SIDES. AND BOTTOM ON BOTH SIDES. AND BOTTOM ON BOTH SIDES. DOOR HARDWARE CL -1 GYP. BD. CEILING NEW PAINTED GYP. BD. CL -2 SUSPENDED ACT NEW <>WALL PARTITION P WALL R TI TI 0 \ 0.1 HOUR WALL PARTITION WC -1 FRP PANELS STRUCTOGLAS WHITE (TO 48" A.F.F. WITH TRIMS, NO EXPOSED FASTENERS.) �O UL NO. U465 AO ENTRY PUSH /PULL HARDWARES W/ LOCKSET, CLOSER t f ff c/ INTERIOR FINISH MATERIALS SHALL BE CLASS A OR CLASS B PER NFPA 101, 24 -3.3, 1997 EDITION. w- © PRIVACY LEVER HARDWARE (BRUSHED CHROME) NEW LOCK. KICK PLATES ON DOOR NOTES --F-----ATTACH BOTH SIDES. ATTACH TO � 6" SLOTTTED TRACK 1. NEW DOOR SUPPLIED, INSTALLED AND FINISHED BY L.L.G.C. . 1 I STRUCTURE ABOVE (SLP -TRK OR EQ.) j I I ' 6" SLOTTTED TRACK © PANIC BAR HARDWARE WITH ALARM AND CLOSER 2X4 SUSPENDED I I STRUCTURE ABOVE / (SLP -TRK OR EQ.) 2. ALL NEW DOOR OPENINGS ARE NONBEARING OR NON -SHEAR WALLS. CEILING OR GWB HOLD GWB DOWN FOR I I ATTACH TO I VENTILATION RETURN STRUCTURE ABOVE HOLD GWB DOWN FOR GENERAL NOTES 3. SERVICE DOOR BUZZER WITH BUZZER STATIONS ABOVE CEILING AT CASHWRAP AND OFFICE. \ STOCK ROOM SIDE TENANT SIDE TENANT SIDE — • I I VENTILATION RETURN 1. T.G.C. TO COVER WINDOWS WITH PLAIN PAPER UNTIL THE END OF CONSTRUCTION. WINDOWS MUST THEN BE CLEANED AFTER 4. EXIT DOORS SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE PER NFPA 101 LIFE 6 20 GAGE METAL 6" 20 GAGE METAL — 3 5/8" 20 GAGE METAL SAFETY CODE 1997 EDITION CHAPTER 5- 2.1.5.1 *. STUDS AT 16" O.C. WITH REMOVAL AND ANY TAPE ADHESIVE REMOVED. PAPER TO BE REMOVED AND WINDOWS TO BE CLEANED PRIOR TO TURNOVER STUDS AT 16" O.C. WITH STUDS AT 16" O.C. WITH 3 5/8" 20 GAGE METAL �} ONE LAYER 5/8" GYPSUM 5. INSTALL WALL DOOR STOPS AT HEIGHT OF DOOR KNOB AT ALL DOORS THAT SWING INTO OR OUT TOWARD A WALL. STUDS AT 16" O.C. WITH BOAR BOARD. LAYER 5/8" GYPSUM n k ONE LAYER 5/8" GYPSUM T.G.C. TO VERIFY DOORS IN THE MEANS OF EGRESS SYSTEM TO BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY 3 5/8" 20 GAGE METAL u BOARD. 5/8" GYPSUM 2. SPECIAL KNOWLEDGE OR EFFORT. ONE LAYER 5 STUDS A T 16" 0.C. NTH TENANT SIDE 6. INSTALL DOOR SILENCERS. BOARD ON ONE SIDE. ` ,� SECURE BOTTON TRACK ONE LAYER 5/8 GYPSUM SECURE BOTTON TRACK TO CONCRETE SLAB BOARD ON ONE SIDE. SECURE BOTTON TRACK INTERIOR WALL AND CEILING FINISH MATERIALS IN MERCANTILE OCCUPANCIES SHALL BE CLASS A OR CLASS B PER NFPA 101, TO CONCRETE SLAB 7. NOT USED _ TO CONCRETE SLAB USING POWER DRIVEN USING POWER DRIVEN 3. 24 -3.3, 1997 EDITION. CORRIDOR SIDE USING POWER DRIVEN I I FASTENERS MIN. .145 =- I FASTENERS MIN. .145 8. SALES TO CORRIDOR DOOR TO HAVE A DORMA DOOR CLOSER WITH MODEL C -DSTHO "HOLD OPEN ARM" - ° FASTENERS MIN. .145 AT 18 O.C. PAINTABLE RESTROOM SIDE _> T.G.C. SHALL PROVIDE SUFFICIENT NUMBER OF 2A1OBC FIRE EXTINGUISHERS SO THAT A FIRE EXTINGUISHER CAN BE REACHED � - s• .. AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH AT 18 O.C. PAINTABLE 4. WITHIN 75 FEET OF NORMAL TRAVEL FROM ANY POINT IN THE BUILDING. PLEASE TAKE INTO CONSIDERATION THAT FIRE SEE FINISH NOTES FIRESTOP SEALANT BOTH SEE FINISH NOTES 3. SIDES SEE FINISH NOTES FIRESTOP SEALANT BOTH EXTINGUISHERS SHOULD BE LOCATED NEAR EXITS. MOUNTING HEIGHT SHALL BE 4 FEET A.F.F. MAXIMUM. 9. L.L.G.C. TO INSTALL A WIDE ANGEL PEEP HOLE. FOR FLOOR FINISH i S FOR FLOOR FINISH FOR FLOOR FINISH SIDES i %/ X i % / IV » ANY DOOR NOT CONFORMING TO THIS PLAN OR CODE SHALL BE UPGRADED AS REQUIRED PER ALL CODES. NOTE: ALL STEEL STUDS MUST BE SCREWED TOP NOTE: ALL STEEL STUDS MUST BE SCREWED TOP NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. AND BOTTOM ON BOTH SIDES. AND BOTTOM ON BOTH SIDES. SW�VG A , FORCE TO R DOORS SH EET THE R F�r 11 MENTS OF - 4.7n A 101 LIFE S PE' CODE 1997 EDITION CHAPTER 5- .1.4. EL CLOSIN DEVISES SHAL EE THE REQ EME . .S OF TH FPA 1 LIFE 5 [�fY COD 97 CSR 5- j.1.s= PAN HARD ARE 5 LL B - ROVID FOR L EXIT PER THE RE REM TS OF NFPA 101 LIFE SAFETY CODE <>WALL P6 P PARTITION WALL PARTITION 01 HOUR WALL PARTITIO\ is `DITION-2 • UL NO U465 UL NO. U465 UL NO. U465 WTI l I With `1Dotp SoeS 2897 Southcenter Mall Tukwila, WA 98188 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f Consultant Consultant Registration Architect Registration REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 5 2008 Issues and Revisions No. Date City Of Tukwila BUILDING DIVISION Project Number 02008018,00 Description FLOOR PLAN Scale AS NOTED Template 4.3 (120101) REGISTERED ARCHLTECT Issues By Check �KEI fl1 L. - SMITH ■ STATE OF WASHINGTON 1 03.31.08 PERVIIT KLS 2 04.15.08 PERMIT CORRECTIONS KLS Computer File CW05- 2008— A1.DWG RECEiVEC CiTY OF iUKWILA ANR 2 0100 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. Ilo 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 wh without the written permission of smith co. Ilc. 1 1 NEW REAR EXIT DOOR BY L.L.G.C. SERVICE CORRIDOR NEW ELECTRICAL PANEL AND PHNE BOARD BY L.L. G.C. NEW DEMISING — WALL BY L.L. G.C. NEW RESTROOM — FIXTURES BY L.L. G.C. CORRIDOR STOCKROOM 103 FLOOR PLAN SCALE: 1/4° = 1' -0' ADJACENT TENANT SALES AREA 101 MALL COMMON NEW G.C. REFRONII MALL COMMON WALL PARTITION DOOR SCHEDULE SEE RESPONSABILITY SCHEDULE ON Ti. FINISH LEGEND ® SEE RESPONSABILITY SCHEDULE ON Ti. ROOM DOOR DOOR DOOR FRAME FRAME HARDWARE NO. MATERIAL MANUFACTURER SPECIFICATIONS ATTACH TO NO. NAME SIZE MATERIAL FINISH MATERIAL FINISH GROUP NOTES STRUCTURE ABOVE I I 6" SLOTTTED TRACK P -1 PAINT BENJAMIN MOORS BEIGE - #967 FLAT EGGSHELL SALES SIDE SLP -TRK OR EQ.) P -2 PAINT BENJAMIN MOORS BEIGE - #967 SEMI -GLOSS 2X4 SUSPENDED 2X4 SUSPENDED 2X4 SUSPENDED FRONT ENTRY 6' -0" X 7' -0" ALUM /GLASS GLASS ALUM. ANOD. ALUM. CO 4, 5, 6, 7 A ► H P -3 PAINT BENJAMIN MOORS BLUE - #2067-60 FLAT EGG SHELL F = �? STRUCTURE ABOVE CEILING OR GWB I I CEILING OR GWB CEILING OR GWB GWB BY LL VE N11LA11 N RETURN O STOCK ROOM 3' -O" X 8' -O" METAL P-2 METAL (P ) AO SON 1, 2, 5, 6, P -4 PAINT BENJAMIN MOORS BEIGE - #967 SON LOW LUSTRE 3 5/8" 20 GAGE METAL 3 5/8" 20 GAGE METAL 3 5/8" 20 GAGE METAL F -1 CARPET PATCRAFT SCHOOL DAZE COLOR /LUNCH MONEY SALES ° STUDS AT 16 O.C. WITH STUDS AT 16" O.C. WITH • " O.C. WITH 3 5/8" 20 GAGE METAL F -2 SEALED CONCRETE BY GC ONE LAYER 5/8" GYPSUM STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM ONE LAYER /8" GYPSU n O3 RESTROOM 3' -0" X 6' -8" METAL P -2 METAL P =2 BO 1, 2, 5, 6, 1 BOARD. i' J BOARD TO 6" ABOVE BOARD. FINISHED CEILING.. F -3 CERAMIC TILE DAL 11LE T.B.D. ONE LAYER 5/8" GYPSUM SECURE BOTTON TRACK BOARD ON ONE SIDE. TENANT SIDE STOCK ROOM SIDE 3' -O" X 7' -O" 20 MIN. METAL P -2 METAL TO CONCRETE SLAB SECURE BOTTON TRACK SECURE BOTTON TRACK REAR EXIT 3 4, 5, F -4 VINYL COMPOSITE TILE ARMSTRONG #51899 COOL WHITE a 4 P -2 C TO CONCRETE SLAB TO CONCRETE SLAB 6, 7, 9 FASTENERS RI145 RESTROOM SIDE I I FASTEN RS RI145 CORRIDOR SIDE I I. FASTEN RE RI 45 RATED F -6 EXISTING TO REMAIN MALL TILE PER SOUTHCENTER SPECIFICATIONS AT 18" 0.C• • ' r AT 18" O.C. r AT 18" D.C. PAINTABLE SEE FINISH NOTES SEE FINISH NOTES SEE FINISH NOTES STOCK ROOM SIDE SEE FINISH NOTES FIRESTOP SEALANT BOTH B -1 COVE BASE JOHNSONITE #86 - HUNTER GREEN - SALES AND OFFICE ONLY r FOR FLOOR FINISH x FOR FLOOR FINISH FOR FLOOR FINISH FOR FLOOR FINISH SIDES B -2 6" VINYL COVE BASE ARMSTRONG #68 - PALE GRAY -- STOCK, COORIDOR, RESTROOM NOTE: ALL STEEL STUDS MUST BE SCREWED TOP NOTE: ALL STEEL STUDS MUST BE SCREWED TOP NOTE: ALL STEEL STUDS MUST BE SCREWED TOP B -3 6 TILE BASE DAL 11LE T.B.D. AND BOTTOM ON BOTH SIDES. AND BOTTOM ON BOTH SIDES. AND BOTTOM ON BOTH SIDES. DOOR HARDWARE CL -1 GYP. BD. CEILING NEW PAINTED GYP. BD. CL -2 SUSPENDED ACT NEW <>WALL PARTITION P WALL R TI TI 0 \ 0.1 HOUR WALL PARTITION WC -1 FRP PANELS STRUCTOGLAS WHITE (TO 48" A.F.F. WITH TRIMS, NO EXPOSED FASTENERS.) �O UL NO. U465 AO ENTRY PUSH /PULL HARDWARES W/ LOCKSET, CLOSER t f ff c/ INTERIOR FINISH MATERIALS SHALL BE CLASS A OR CLASS B PER NFPA 101, 24 -3.3, 1997 EDITION. w- © PRIVACY LEVER HARDWARE (BRUSHED CHROME) NEW LOCK. KICK PLATES ON DOOR NOTES --F-----ATTACH BOTH SIDES. ATTACH TO � 6" SLOTTTED TRACK 1. NEW DOOR SUPPLIED, INSTALLED AND FINISHED BY L.L.G.C. . 1 I STRUCTURE ABOVE (SLP -TRK OR EQ.) j I I ' 6" SLOTTTED TRACK © PANIC BAR HARDWARE WITH ALARM AND CLOSER 2X4 SUSPENDED I I STRUCTURE ABOVE / (SLP -TRK OR EQ.) 2. ALL NEW DOOR OPENINGS ARE NONBEARING OR NON -SHEAR WALLS. CEILING OR GWB HOLD GWB DOWN FOR I I ATTACH TO I VENTILATION RETURN STRUCTURE ABOVE HOLD GWB DOWN FOR GENERAL NOTES 3. SERVICE DOOR BUZZER WITH BUZZER STATIONS ABOVE CEILING AT CASHWRAP AND OFFICE. \ STOCK ROOM SIDE TENANT SIDE TENANT SIDE — • I I VENTILATION RETURN 1. T.G.C. TO COVER WINDOWS WITH PLAIN PAPER UNTIL THE END OF CONSTRUCTION. WINDOWS MUST THEN BE CLEANED AFTER 4. EXIT DOORS SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE PER NFPA 101 LIFE 6 20 GAGE METAL 6" 20 GAGE METAL — 3 5/8" 20 GAGE METAL SAFETY CODE 1997 EDITION CHAPTER 5- 2.1.5.1 *. STUDS AT 16" O.C. WITH REMOVAL AND ANY TAPE ADHESIVE REMOVED. PAPER TO BE REMOVED AND WINDOWS TO BE CLEANED PRIOR TO TURNOVER STUDS AT 16" O.C. WITH STUDS AT 16" O.C. WITH 3 5/8" 20 GAGE METAL �} ONE LAYER 5/8" GYPSUM 5. INSTALL WALL DOOR STOPS AT HEIGHT OF DOOR KNOB AT ALL DOORS THAT SWING INTO OR OUT TOWARD A WALL. STUDS AT 16" O.C. WITH BOAR BOARD. LAYER 5/8" GYPSUM n k ONE LAYER 5/8" GYPSUM T.G.C. TO VERIFY DOORS IN THE MEANS OF EGRESS SYSTEM TO BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY 3 5/8" 20 GAGE METAL u BOARD. 5/8" GYPSUM 2. SPECIAL KNOWLEDGE OR EFFORT. ONE LAYER 5 STUDS A T 16" 0.C. NTH TENANT SIDE 6. INSTALL DOOR SILENCERS. BOARD ON ONE SIDE. ` ,� SECURE BOTTON TRACK ONE LAYER 5/8 GYPSUM SECURE BOTTON TRACK TO CONCRETE SLAB BOARD ON ONE SIDE. SECURE BOTTON TRACK INTERIOR WALL AND CEILING FINISH MATERIALS IN MERCANTILE OCCUPANCIES SHALL BE CLASS A OR CLASS B PER NFPA 101, TO CONCRETE SLAB 7. NOT USED _ TO CONCRETE SLAB USING POWER DRIVEN USING POWER DRIVEN 3. 24 -3.3, 1997 EDITION. CORRIDOR SIDE USING POWER DRIVEN I I FASTENERS MIN. .145 =- I FASTENERS MIN. .145 8. SALES TO CORRIDOR DOOR TO HAVE A DORMA DOOR CLOSER WITH MODEL C -DSTHO "HOLD OPEN ARM" - ° FASTENERS MIN. .145 AT 18 O.C. PAINTABLE RESTROOM SIDE _> T.G.C. SHALL PROVIDE SUFFICIENT NUMBER OF 2A1OBC FIRE EXTINGUISHERS SO THAT A FIRE EXTINGUISHER CAN BE REACHED � - s• .. AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH AT 18 O.C. PAINTABLE 4. WITHIN 75 FEET OF NORMAL TRAVEL FROM ANY POINT IN THE BUILDING. PLEASE TAKE INTO CONSIDERATION THAT FIRE SEE FINISH NOTES FIRESTOP SEALANT BOTH SEE FINISH NOTES 3. SIDES SEE FINISH NOTES FIRESTOP SEALANT BOTH EXTINGUISHERS SHOULD BE LOCATED NEAR EXITS. MOUNTING HEIGHT SHALL BE 4 FEET A.F.F. MAXIMUM. 9. L.L.G.C. TO INSTALL A WIDE ANGEL PEEP HOLE. FOR FLOOR FINISH i S FOR FLOOR FINISH FOR FLOOR FINISH SIDES i %/ X i % / IV » ANY DOOR NOT CONFORMING TO THIS PLAN OR CODE SHALL BE UPGRADED AS REQUIRED PER ALL CODES. NOTE: ALL STEEL STUDS MUST BE SCREWED TOP NOTE: ALL STEEL STUDS MUST BE SCREWED TOP NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. AND BOTTOM ON BOTH SIDES. AND BOTTOM ON BOTH SIDES. SW�VG A , FORCE TO R DOORS SH EET THE R F�r 11 MENTS OF - 4.7n A 101 LIFE S PE' CODE 1997 EDITION CHAPTER 5- .1.4. EL CLOSIN DEVISES SHAL EE THE REQ EME . .S OF TH FPA 1 LIFE 5 [�fY COD 97 CSR 5- j.1.s= PAN HARD ARE 5 LL B - ROVID FOR L EXIT PER THE RE REM TS OF NFPA 101 LIFE SAFETY CODE <>WALL P6 P PARTITION WALL PARTITION 01 HOUR WALL PARTITIO\ is `DITION-2 • UL NO U465 UL NO. U465 UL NO. U465 WTI l I With `1Dotp SoeS 2897 Southcenter Mall Tukwila, WA 98188 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f Consultant Consultant Registration Architect Registration REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 5 2008 Issues and Revisions No. Date City Of Tukwila BUILDING DIVISION Project Number 02008018,00 Description FLOOR PLAN Scale AS NOTED Template 4.3 (120101) REGISTERED ARCHLTECT Issues By Check �KEI fl1 L. - SMITH ■ STATE OF WASHINGTON 1 03.31.08 PERVIIT KLS 2 04.15.08 PERMIT CORRECTIONS KLS Computer File CW05- 2008— A1.DWG RECEiVEC CiTY OF iUKWILA ANR 2 0100 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. Ilo 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 wh without the written permission of smith co. Ilc. F -4 CARPET rl - P 011llyl 81!(11!7 llfllll CARPET TO STOCK 5 FL. TRANSITION SCALE: N.T.S. C6 F -1 THRESHOLD C1 FINISH PLAN SCALE: 1/4" =1-0" MALL FINISH SCALE: N.T.S. . • ENTRANCE FL. TRANSITION F3 CARPET 1 117! 111U!l1111711l1111171 SALES FLOOR FL. TRANSITION SCALE: N.T.S. F1 C8 EXTERIOR CONC. SLAB THRESHOLD 3 ' SCALE: N.T.S. INTERIOR — CONC. SLAB F -4 STOCKROOM TO EXIT FL. TRANSITION DC21S 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 AMTICO FLOOR CLEANING PREPARE BRAVO SOLUTION AS PER THE INSTRUCTIONS NOTED ON THE BOTTLE. FOLLOW ALL SAFETY INSTRUCTIONS. PARTICULARLY NOTING THAT A FLOOR CAN BECOME SLIPPERY DURING THE STRIPPING PROCESS. APPLY PLENTY OF BRAVO SOLUTION OVER A MANAGEABLE AREA. ALLOW 5 -10 MINUTES CONTACT 11ME. EITHER MACHINE SCRUB WITH BLUE 3M PAD OR AGITATE SOLUTION WITH MOP. DO NOT ALLOW SLURRY TO DRY ON FLOOR. EITHER REMOVE SLURRY WITH WET VACUUM MACHINE OR MOP AND BUCKET. RINSE FLOOR TWICE WITH CLEAN WATER. ALLOW TO DRY APPL1C110N OF CAREFREE COMPLETE SEALER LOAD MOP WITH CAREFREE COMPLETE SEALER (DO NOT USE THE SAME MOP USED TO APPLY STRIPPING.) APPLY A THIN EVEN COAT WITH OVERLAPPING PASSES. ALLOW TO DRY APPROX. 30 MINUTES. APPLY SECOND COAT AT 90 DEGREE TO FIRST. ALLOW TO DRY APPROX. 30 MINUTES. DO NOT BUFF FOR 24 HOURS. AFTER INSTALLATION NOTES 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. REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 5 2008 City Of Tukwila BUILDING DIVISION 2897 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.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 03.31.08 Project Name Issues Project Number 02008018,00 Description FLOOR PLAN Scale AS NOTED Template 4.3 (120101) A -2 REGISTERED ARCHITECT KEI STATE OF WASHINGTON 6294 Computer File CW05- 2008— A2,DWG Architect Registration PERMIT KLS F?PC9VED CITY OF TUKWN1LA APK 2 4 2008 By Check PEP 'TIT C c!"IT - 9 WESTFIELD SOUTHCENTER MALL All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. E — EXISTING FIXTURE REFLECTED CEILING LEGEND • R — RELOCATED FIXTURE N — NEW FIXTURE =Ir TRACK WITH HEADS X A/C SUPPLY GRILLE ® EXIT SIGN — CEILING MOUNTED -- LIGHT / RETURN AIR GRILLE 96 4 EMERGENCY LIGHT — CEILING MOUNTED 2 X 4 FIXTURE PRISPATIC ,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. 1U■ ISM 1■■ ■■ p NEW DOOR BUZZER ABOVE STOCK CEILING TILES BY G.C. NEW GYP. BD CEILING BY L.LG.C. AT 8' —O" A.F.F. PAINTED NEW EXIT LIGHT BY L.L.G.C. SEE ELECTRICAL PLANS. NEW 2X4 SUSPENDED CEIUNG AT 12' —O ". REFLECTED CEILING PLAN SCALE: 1/4' - 1' - ASCE STANDARD for Suspended Ceilings 9.6.2.6.2.2 Seismic Design Categories D, E, & F. The width of the perimeter supporting closure angle shall be not less than 20 -irk. SUSPENSION ASSEMBLY SUPPORTED FROM SLAB WITH POWDER DRIVEN PINS. DEPTH OF PINS NOT TO PENETRATE DEEPER THAN 3/4" INTO SLAB, TYP. BOTTOM OF STRUCTURE ABOVE. CEILING BRACING DETAIL SCALE NTS STEEL WIRES (4) DIAGONAL 45 (1) VERTICAL N RUNNER CROSS TEE MAIN RUNNER WIRING BRACING DETAIL SCALE: NTS NEW 2X4 FLUSH PARABOLIC LIGHT FIXTURES BY L.L.G.C. (TYP.) Y" EMT TIGHT TO STRUCTURE ABOVE 12 GA. VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED @ EACH SEISMIC RESTRAINT, 12' —D" O.C. EACH WAY. 3 /4 " EMT NOTCH OVER MAIN RUNNER DRILL /2" HOLE FOR Ys" BOLT & LOCK NUT AFTER CEILING IS LEVELED. 4 -12 GA. SPLAY WIRES. NOTES: 1. AREA OF CEILING SUPPORTED NOT TO EXCEED 144 SQ. FT. 2. MAXIMUM BRACE SPACING NOT TO EXCEED 12' —O ". 3. FIRST BRACING POINT WITHIN 4' —O" OF EACH WALL. 4. BRACE POINT ON MAIN RUNNER NOT TO EXCEED 2" DISTANCE FROM CROSS RUNNER. a •iif•s —NO. 12 GA LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF THE FIXTURE, SPLAY WIRES AS SHOWN AND FASTEN TO SLAB ABOVE. MAIN RUNNER LIGHTING NSTALLATION DETAIL SCALE: NTS 0 0 CONNECI 2 NO. 12 GA. FIX IURL SUPPORT WIRES AT DIAGONAL CORNERS OF EACH FIXTURE, THREE FULL WRAPS MINIMUM. RECESSED FLUORESCENT FIXTURE CROSS TEES NEW EXIT LIGHT. SEE ELECTRICAL PLANS. 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. City Of Tukwila SUILDIN DIVISION MAY e 5 2006 2897 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 NEW RECESSED DOWN LIGHT. SEE ELECTRICAL PLANS. ksmith@smithco.org http: / /www.smithco.org/ Consultant Consultant Registration REVIEWED FOR CODE COMPLIANCE ,APPROVED Issues and Revisions No. Date 1 03.31.08 Issues Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description FLOOR PLAN Scale AS NOTED Template 4.3 (120101) A -3 Architect Registration REGISTERED ARCHITECT KEI STATE OF WASHINGTON 6294 Computer File CW05- -2008-- A3,DWG APR 2 4 2008 By Check PERMIT KLS RFGE1 \!EC CITY OF TUKWILA PPPti uT 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. C2 4 LEASE LINE LIGHT COVE FASCIA S.S. 20 GA. Y 7'-0" 9" INTERIOR ELEVATION SCALE: vn• - ro• STOREFRONT PLAN SCALE: 1/4' STOREFRONT HEAD SECTION SCALE: 1 -1/2' -1' -0' 5" 7 , _04" LEASE UNE e TILE SIGN BAND OVER PLYWD. Aft SIGNAGE BY TENANT n 3/4" METAL REVEAL TOP TENANT SPACE "" STOREFRONT GLASS STOREFRONT NEUTRAL PIER SCALE: 1 -1/2' =1' -0' / COMMON MALL TENANT SPACE LINE OF MALL CEILING LIGHT COVE FASCIA BEYOND NEW STOREFRONT GLAZING EXTENT OF FINISHED CEILING ABOVE LEASE LINE DEMISING WALL METAL FRAMING BY LANDLORD FINISH BY TENANT 3/4" BLACK ALUMINUM REVEAL TYP. PAINTED I" GYPSUM BOARD WITH 12" HIGH STONE BASE OVER METAL FRAMING BY LANDLORD 1" STONE ASSEMBLY BY LANDLORD STOREFRONT SECTION SCALE: va• - r-o• LIGHT COVE FASCIA BEYOND \ . NEW STOREFRONT GLAZING AND DOORS LINE OF MALL CEILING TILE BULKHEADW /TENANT SIGNAGE STOREFRONT SECTION REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 5 2008 City Of Tukwila BUILDING DIVI ION 2897 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 Project Name Issues PERMIT Project Number 02008018.00 Scale AS NOTED Template 4.3 (120101) A REGISTERED ARCHITECT KEI "I STATE OF WASHINGTON 6294 Architect Registration RECEi ED r•I %r OF y'IUtR'le�d11 A V•e � I 1 r.a ti.a 'r'ri J 4 2006 PERMIT CENTER WESTFIELD SOUTHCENTER MALL Description ELEVATIONS /SECTIONS Computer File CW05- 2008— A4.DWG By Check KLS All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. A4 A4 14ND SIDES 1 I i I I I i ____. i � I 1 Ii J __ 3 I I I /./. //'/ /-z/ / il oh o ® ® NEW STOREFRONT GLAZING AND DOORS C2 4 LEASE LINE LIGHT COVE FASCIA S.S. 20 GA. Y 7'-0" 9" INTERIOR ELEVATION SCALE: vn• - ro• STOREFRONT PLAN SCALE: 1/4' STOREFRONT HEAD SECTION SCALE: 1 -1/2' -1' -0' 5" 7 , _04" LEASE UNE e TILE SIGN BAND OVER PLYWD. Aft SIGNAGE BY TENANT n 3/4" METAL REVEAL TOP TENANT SPACE "" STOREFRONT GLASS STOREFRONT NEUTRAL PIER SCALE: 1 -1/2' =1' -0' / COMMON MALL TENANT SPACE LINE OF MALL CEILING LIGHT COVE FASCIA BEYOND NEW STOREFRONT GLAZING EXTENT OF FINISHED CEILING ABOVE LEASE LINE DEMISING WALL METAL FRAMING BY LANDLORD FINISH BY TENANT 3/4" BLACK ALUMINUM REVEAL TYP. PAINTED I" GYPSUM BOARD WITH 12" HIGH STONE BASE OVER METAL FRAMING BY LANDLORD 1" STONE ASSEMBLY BY LANDLORD STOREFRONT SECTION SCALE: va• - r-o• LIGHT COVE FASCIA BEYOND \ . NEW STOREFRONT GLAZING AND DOORS LINE OF MALL CEILING TILE BULKHEADW /TENANT SIGNAGE STOREFRONT SECTION REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 5 2008 City Of Tukwila BUILDING DIVI ION 2897 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 Project Name Issues PERMIT Project Number 02008018.00 Scale AS NOTED Template 4.3 (120101) A REGISTERED ARCHITECT KEI "I STATE OF WASHINGTON 6294 Architect Registration RECEi ED r•I %r OF y'IUtR'le�d11 A V•e � I 1 r.a ti.a 'r'ri J 4 2006 PERMIT CENTER WESTFIELD SOUTHCENTER MALL Description ELEVATIONS /SECTIONS Computer File CW05- 2008— A4.DWG By Check KLS All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. r7 r r r , RESTROOM VD DETAILS SCALE 1/2" = 1' -0" H.C. RESTROOM PLAN 1. GRAB BARS 1-1/4"-1-1/2" DIAMETER MOUNTED 1-1/2" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. 2. FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE. 3. PROVIDE 5" COVED SANITARY BASE. 4. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 5. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT, AND VENTED TO THE OUTSIDE. 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER — RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND LOCAL HANDICAPPED CODE. 8. PROVIDE A 4' -0" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. 9. HOT WATER TANK CALL —OUT SEE 2.02. SEAT COVER • DISP. I N) r7 N I 6" GWB (PAINTED ) ON 1/2" PLY —WD SHEATHING ON THIS WALL ONLY 1' ---6" 3' -0" • SCALE 1/2" — 1'-0" GRAB BAR WAINSCOAT H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. j SOAP DISP WAINSCOAT COVED SANITARY BASE 30" X 36" MIRROR LEVER CONTROLS TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES r. O COVED SANITARY BASE KLIEL HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR ' ASI' PLAQUE TYPE ACRYLIC HMTH 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 1 1 /4" — GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS SEE ACCESSIBILITY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS SECURE TO BACKING PER MANUFACTURER REQUIREMENTS, TYPICAL. SCHEDULED WALL, TYPICAL. 1 -1 /2" GRAB BAR DETAIL AClUAL SEE RESTROOM ACCESSORIES SCHEDULE MARK DESCRIPTION LAVATORY AND FAUCET WATER CLOSET GRAB BARS PAPER TOWEL DISPENSER TOILET PAPER DISPENSER MIRROR TOILET SEAT COVER DISPENSER SOAP DISPENSER DOOR SIGNS EXHAUST FAN FURN /INST. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.G. / G. G.C. % G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. REMARKS HANDICAPPED ACCESSIBLE HANDICAPPED ACCESSIBLE 36" REAR / 42" SIDE 1-1/2" DIA. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT 30" X 36" HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT MOUNT ON MIRROR FACE HANDICAPPED ACCESSIBLE SIGNAGE DIRECT WIRE TO LIGHT SWITCH FINISH WHITE /CHROME WHITE STAINLESS STEEL TEXTURED GRIP PLASTIC ACRYLIC PLASTIC ACRYLIC STAINLESS STEEL FRAME PLASTIC CLEAR ACRYLIC BLACK WITH WHITE LEI IERING WHITE H.C. RESTROOM ELEV. SCALE 1 /2" = 1' —O" HANDICAPPED o ACCESSIBLE 1 LEVER HANDLES- AT 36 " -42" A.F.F. RESTROOM NOTES H.C. RESTROOM ELEV. SCALE 1 /2" = 1 ' —O" 21� GWB (PAINTED) WAINSCOAT 2897 Southcenter Mall Tukwila, WA 98188 matt 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 Re • istration REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 5 2008 City Of Tukwila BUILDIN DIVI'- ION Issues and Revisions No. Date 1 03.31.08 Project Number 02006088.00 Computer File CW05--- 2008— A5.DWG Scale AS NOTED Template 4.3 (120101) A -5 REGISTERED ARCHITECT KEI STATE OF WASHINGTON 6294 Architect Registration Issues By Check PERMIT KLS RECEIVED CM - OF T UKVVILA I -1 K 2 q Z008 PERMIT CENTER Project Name WESTFIELD SOUTHCENTER MALL Description ENLARGED TOILET PLAN All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. , „a —,s GWB (PAINTED) 3' -4" LEVER CONTROLS 3' -6" 1' -0" WAINSCOAT , o------\- i G � J i r♦ 1 - 1/2 " DIA. GRAB BARS U C 0 at 1' r TOILET PAPER DISP. z PO c H �� ♦ r r7 r r r , RESTROOM VD DETAILS SCALE 1/2" = 1' -0" H.C. RESTROOM PLAN 1. GRAB BARS 1-1/4"-1-1/2" DIAMETER MOUNTED 1-1/2" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. 2. FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE. 3. PROVIDE 5" COVED SANITARY BASE. 4. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 5. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT, AND VENTED TO THE OUTSIDE. 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER — RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND LOCAL HANDICAPPED CODE. 8. PROVIDE A 4' -0" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. 9. HOT WATER TANK CALL —OUT SEE 2.02. SEAT COVER • DISP. I N) r7 N I 6" GWB (PAINTED ) ON 1/2" PLY —WD SHEATHING ON THIS WALL ONLY 1' ---6" 3' -0" • SCALE 1/2" — 1'-0" GRAB BAR WAINSCOAT H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. j SOAP DISP WAINSCOAT COVED SANITARY BASE 30" X 36" MIRROR LEVER CONTROLS TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES r. O COVED SANITARY BASE KLIEL HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR ' ASI' PLAQUE TYPE ACRYLIC HMTH 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 1 1 /4" — GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS SEE ACCESSIBILITY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS SECURE TO BACKING PER MANUFACTURER REQUIREMENTS, TYPICAL. SCHEDULED WALL, TYPICAL. 1 -1 /2" GRAB BAR DETAIL AClUAL SEE RESTROOM ACCESSORIES SCHEDULE MARK DESCRIPTION LAVATORY AND FAUCET WATER CLOSET GRAB BARS PAPER TOWEL DISPENSER TOILET PAPER DISPENSER MIRROR TOILET SEAT COVER DISPENSER SOAP DISPENSER DOOR SIGNS EXHAUST FAN FURN /INST. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.G. / G. G.C. % G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. REMARKS HANDICAPPED ACCESSIBLE HANDICAPPED ACCESSIBLE 36" REAR / 42" SIDE 1-1/2" DIA. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT 30" X 36" HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT MOUNT ON MIRROR FACE HANDICAPPED ACCESSIBLE SIGNAGE DIRECT WIRE TO LIGHT SWITCH FINISH WHITE /CHROME WHITE STAINLESS STEEL TEXTURED GRIP PLASTIC ACRYLIC PLASTIC ACRYLIC STAINLESS STEEL FRAME PLASTIC CLEAR ACRYLIC BLACK WITH WHITE LEI IERING WHITE H.C. RESTROOM ELEV. SCALE 1 /2" = 1' —O" HANDICAPPED o ACCESSIBLE 1 LEVER HANDLES- AT 36 " -42" A.F.F. RESTROOM NOTES H.C. RESTROOM ELEV. SCALE 1 /2" = 1 ' —O" 21� GWB (PAINTED) WAINSCOAT 2897 Southcenter Mall Tukwila, WA 98188 matt 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 Re • istration REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 5 2008 City Of Tukwila BUILDIN DIVI'- ION Issues and Revisions No. Date 1 03.31.08 Project Number 02006088.00 Computer File CW05--- 2008— A5.DWG Scale AS NOTED Template 4.3 (120101) A -5 REGISTERED ARCHITECT KEI STATE OF WASHINGTON 6294 Architect Registration Issues By Check PERMIT KLS RECEIVED CM - OF T UKVVILA I -1 K 2 q Z008 PERMIT CENTER Project Name WESTFIELD SOUTHCENTER MALL Description ENLARGED TOILET PLAN All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. , „a —,s GWB (PAINTED) LEVER CONTROLS l � , � , RESTROOM VD DETAILS SCALE 1/2" = 1' -0" H.C. RESTROOM PLAN 1. GRAB BARS 1-1/4"-1-1/2" DIAMETER MOUNTED 1-1/2" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. 2. FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE. 3. PROVIDE 5" COVED SANITARY BASE. 4. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 5. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT, AND VENTED TO THE OUTSIDE. 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER — RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND LOCAL HANDICAPPED CODE. 8. PROVIDE A 4' -0" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. 9. HOT WATER TANK CALL —OUT SEE 2.02. SEAT COVER • DISP. I N) r7 N I 6" GWB (PAINTED ) ON 1/2" PLY —WD SHEATHING ON THIS WALL ONLY 1' ---6" 3' -0" • SCALE 1/2" — 1'-0" GRAB BAR WAINSCOAT H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. j SOAP DISP WAINSCOAT COVED SANITARY BASE 30" X 36" MIRROR LEVER CONTROLS TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES r. O COVED SANITARY BASE KLIEL HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR ' ASI' PLAQUE TYPE ACRYLIC HMTH 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 1 1 /4" — GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS SEE ACCESSIBILITY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS SECURE TO BACKING PER MANUFACTURER REQUIREMENTS, TYPICAL. SCHEDULED WALL, TYPICAL. 1 -1 /2" GRAB BAR DETAIL AClUAL SEE RESTROOM ACCESSORIES SCHEDULE MARK DESCRIPTION LAVATORY AND FAUCET WATER CLOSET GRAB BARS PAPER TOWEL DISPENSER TOILET PAPER DISPENSER MIRROR TOILET SEAT COVER DISPENSER SOAP DISPENSER DOOR SIGNS EXHAUST FAN FURN /INST. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.G. / G. G.C. % G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. REMARKS HANDICAPPED ACCESSIBLE HANDICAPPED ACCESSIBLE 36" REAR / 42" SIDE 1-1/2" DIA. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT 30" X 36" HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT MOUNT ON MIRROR FACE HANDICAPPED ACCESSIBLE SIGNAGE DIRECT WIRE TO LIGHT SWITCH FINISH WHITE /CHROME WHITE STAINLESS STEEL TEXTURED GRIP PLASTIC ACRYLIC PLASTIC ACRYLIC STAINLESS STEEL FRAME PLASTIC CLEAR ACRYLIC BLACK WITH WHITE LEI IERING WHITE H.C. RESTROOM ELEV. SCALE 1 /2" = 1' —O" HANDICAPPED o ACCESSIBLE 1 LEVER HANDLES- AT 36 " -42" A.F.F. RESTROOM NOTES H.C. RESTROOM ELEV. SCALE 1 /2" = 1 ' —O" 21� GWB (PAINTED) WAINSCOAT 2897 Southcenter Mall Tukwila, WA 98188 matt 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 Re • istration REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 5 2008 City Of Tukwila BUILDIN DIVI'- ION Issues and Revisions No. Date 1 03.31.08 Project Number 02006088.00 Computer File CW05--- 2008— A5.DWG Scale AS NOTED Template 4.3 (120101) A -5 REGISTERED ARCHITECT KEI STATE OF WASHINGTON 6294 Architect Registration Issues By Check PERMIT KLS RECEIVED CM - OF T UKVVILA I -1 K 2 q Z008 PERMIT CENTER Project Name WESTFIELD SOUTHCENTER MALL Description ENLARGED TOILET PLAN All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. LIGHT FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL # DESCRIPTION A COOPER/METALUX 2GA332Al20VEB82 2'x4' LAY -IN FLUORESCENT, T8 ENERGY SAVING B LITHONIA BWIAZ INCANDESCENT RECESSED DOWNUGHT, 8' 60 WATTS C COOPER /METALUX GA232Al20VEB81 1'x4' LAY -IN FLUORESCENT, T8 ENERGY SAVING X1 DUAL -UGHT LXURWELED LITEFORM COLLECTION EXIT UGHTS/BATTERY BACKUP X2 SUREUTES CC7 EMERGENCY LIGHTING /BULBS INCLUDED HUBBELL CS1221W SINGLE POLE HEAVY DUTY TOGGLE SWITCH. 20A 120 -277V- -WHITE OS1 HUBBELL ATP1277W PASSIVE INFRARED AND UTIUZE AS ADAPTIVE MICROPROCESSOR TO SELF ADJUST TIME DELAY AND SENSITIVITY , HUBBELL ATU1277RRW ULTRASONIC AND UTILIZE AS ADAPTIVE MICROPROCESSOR TO SELF ADJUST TIME DELAY AND SENSITIVITY FLOOR PLAN NOTES BY SYMBOL O VERIFY MOUNTING HEIGHTS AND REQUIREMENTS PRIOR TO INSTALLATION OF ANY RECEPTACLES. O INSTALL A GROUND WIRE AND LUG TO THE BACKBOARD FOR THE PURPOSE OF PROVIDING GROUND PROTECTION FOR EQUIPMENT CONNECTED TO THE T -1 UNE. GROUND SHOULD BE RUN DIRECTLY TO THE BACKBOARD FROM A GROUND ROD LOCATED IN THE WAN ROOM, OR IF INSTALLATION OF A GROUND ROD 15 IMPRACTICABLE DUE TO LOCATION, GROUND WIRE SHALL BE RUN DIRECTLY TO THE BACKBOARD FROM THE NEAREST ELECTRICAL SUB PANEL OR TRANSFORMER GROUND LUG. GROUND WIRE SHALL BE A MINIMUM SIZE OF #8 AWG THWN. O NOT USED • PROVIDE AND INSTALL NEW 60 AMP NEMA 3R DISCONNECT AND PANEL TO NEW ROOF TOP UNIT ON ROOF. VERIFY LOCATION IN • PROVIDE AND INSTALL NEW DISCONNECT AND ALL ASSOCIATED WATER HEATER ABOVE CEILING. VERIFY LOCATION IN FIELD. ® PROVIDE AND INSTALL NEW DISCONNECT AND ALL ASSOCIATED STOREFRONT SIGN PER N.E.C. ALL ASSOCIATED ELECTRICAL FROM FIELD. ELECTRICAL FROM PANEL TO NEW ELECTRICAL FROM PANEL TO : f i 1) %%/, f/ 5�.%//%/%%%%///// rf// l%%%/ y0/////%%%// y/ y/f% %% / / //f////%/////%/1//%%% %/ %/.%///// ���O�//// /////////////////////////%////%/ �f//// y%%%/%%%///%%/ O%/ l%%/%%%%% I%//%%%// 1/ �f%/ l////%//// 1///%/% l%%/%%////%////%% l//% /l%//!/////////%//////////////% IU r =L S /////, �///// //////G %%l /%%%/, Old%/%DB// '/ %/i1T////////// / /// 1 1%/13 1 B 1717/f i iii ELECTRICAL /POWER PLAN 1 SCALE: 1 /4" = 1' -0" ////, //// O/%%///// l/%% rP% %%'/f'/'.// % / %//1/////////%/%// J' ISO SCALE: 1 /4" = 1' -0" • / 1 H 0 1 B 38 ELECTRICAL /LIGHTING PLAN 1,3,5 •■ ■ •■ B 30 // 4 ® PROVIDE AND INSTALL NEW 60 AMP NEMA 3R DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO NEW ROOF TOP UNIT ON ROOF. VERIFY LOCATION IN FIELD. 5 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. 11 411 Doa " / irrrrr rr z i i% +10' --0" AFF +10' --O" AFF /i ... iaidrA rti H • • • • • • 15 2897 Southcenter Mall Tukwila, WA 98188 mitt 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 Scale AS NOTED Issues Project Number 02008018,00 Computer File CW05- 2008— E1,DWG Template 4.3 (120101) Architect Registration REGISTERED ARCH ECT KEI •1 STATE OF WASHINGTON 6294 PERMIT KLS p CITY OF TUKVVILA AI'K 2 2008 Project Name WESTFIELD SOUTHCENTER MALL Description POWER /LIGHTING PLAN By Check All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. PERMIT AND E_••/ APPROVAL REQUIRED PA\ EL RISER 3 I A G R A V DESCRIPTION RISER DIAGRAM GENERAL NOTES WIRE 1. TENANT'S GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL COPPER CONDUCTORS. 2. VERIFY ALL EXISTING CONDITIONS IN FIELD. ALL UPGRADES REQUIRED BY CODES, LANDLORD OR TENANT SHALL BE BY TENANT AT TENANTS EXPENSE. 3. ALL WIRING SHALL BE IN CONDUIT E.M.T. OR RIGID. FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTION, MAX LENGTH 6 FEET. NO BX, ROMEX, ARMORED CABLE, ETC ALLOWED. - A B 277/480V 3 PH, 4 WIRE ELECTRICAL SERVICE WIRE 1 --1 VERIFY EXISTING CONDITIONS AND REQUIREMENTS PRIOR TO BIDDING AND INSTALLATI ON. I 0 e --- ® ® 1 — _1® 450 RISER DIAGRAM NOTES BY SYMBOL O PROVIDE AND INSTALL (4) #1 /O THWN CU, (1) #6 GROUND IN 2" CONDUIT FOR TENANT SERVICE. 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. 4 PROVIDE AND INSTALL (4) #1/0 THWN CU, (1) #6 GROUND IN LANDLORD PROVIDED 2" CONDUIT. PROVIDE AND INSTALL (4) 1 / 0 THWN CU, 1 # S (1) # 6 GROUND IN 2" CONDUIT FOR PANEL 'H'. n ' PROVIDE AND INSTALL (3) #10 THWN CU, (1) #8 GROUND IN 3/4" CONDUIT FOR RTU -1 ON ROOF, 7 PROVIDE AND INSTALL (3) #10 THWN CU, (1) #8 GROUND IN 3/4" CONDUIT FOR RTU -2 ON ROOF. ®$ PROVIDE AND INSTALL 30 AMP DISCONNECT FOR RTU -1 ON ROOF. VERIFY LOCATION IN FIELD. ® PROVIDE AND INSTALL 30 AMP DISCONNECT FOR RTU -2 ON ROOF. VERIFY LOCATION IN FIELD. 10 NOT USED 11 PROVIDE AND INSTALL (3) #1/O THWN CU, IN 1 -1/4" CONDUIT FOR TRANSFORMER. PROVIDE AND INSTALL A 75 KVA FLOOR MOUNTED TRANSFORMER. g O PROVIDE AND INSTALL (3) #3/0 THWN CU, (1) #6 GROUND IN 2" CONDUIT FOR PANEL 'A'. n 5J PROVIDE AND INSTALL 24 HR, 7 DAY TIMECLOCK FOR SHOW WINDOW AND SIGNAGE. PROVIDE NEW AS REQUIRED X e `1 I ® -- SPACE C WATER HEATER r i ' 1 . 1 i ' I NEW PANEL H' -- NEW PANEL B' __ -- 4 SPACE I EXISTING ELECTRICAL 1 1 0. I� 1 DISTRIBUTION SYSTEM(S) FOR OTHER TENANTS 1 1 SPACE 1 1 (1) L J -- EXISTING LANDLORD WIREWAY 2500 I 1 ® -- ® 6 @ FLOOR LANDLORD TENANT SPACE — -- -- PROVIDE AND INSTALL GROUND TO BUILDING STEEL PER N.E.C. \EW PA \EL B Service: 120/208 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 200 Amp Main Circuit Breaker 200 Total Watts: 34,174 NEMA 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE WATTS DESCRIPTION CKT REM 6 1 EXIT /NIGHT LIGHTING 450 12 1/20 X -- -- -- SPACE 2 WATER HEATER 3 3 SPACE — -- -- X -- -- -- SPACE 4 X 3 5 SPACE — -- -- 2500 X -- -- -- SPACE 6 — 3 7 SPACE — -- -- X -- -- -- SPACE 8 3 9 SPACE — -- -- X — -- -- SPACE 10 GENERAL LIGHTING 1250 11 WATER HEATER 750 12 2/20 — X -- -- -- SPACE 12 GENERAL LIGHTING X -- -- -- SPACE 14 — 750 16 13 2 15 SIGN 1200 12 1/20 X -- -- -- SPACE 16 REMARKS TOTAL LOAD PHASE 'A' 25,030 1 - PROVIDE GFCI BREAKER TOTAL LOAD PHASE 'B' 24,150 2 - CIRCUIT VIA TIME CLOCK TOTAL LOAD PHASE 'C 22,165 3 - CIRCUIT VIA CONTACTOR 4 - PROVIDE BREAKER AND FUSES PER EQUIPMENT TOTAL LOAD ALL PHASES 71,345 WATTS MANUFACTURERS RECOMMENDATION 86 AMPS 5 - PROVIDE H.A.C.R. BREAKER 6 - PROVIDE A LOCK -ON BREAKER NOTE: T.G.C. SHALL PROVIDE NEW BREAKERS, FEEDERS AND CONDUIT AS REQUIRED FOR NEW ELECTRICAL DEVICES. T.G.C. TO BALANCE ALL PHASES TO WITHIN 10 %. * VERIFY EXACT EXISTING CIRCUIT(S) NUMBER IN FIELD. SHOWN ON PANEL FOR LOAD PURPOSES ONLY. 17 SPACE — -- -- X — -- -- SPACE 18 19 SPACE — -- -- X — -- -- SPACE 20 21 SPACE — -- — X -- -- -- SPACE 22 23 SPACE — -- -- X -- -- -- SPACE 24 25 SPACE — -- -- X — -- -- SPACE 26 27 SPACE -- -- -- X 1/20 12 360 GFI RECEPTACLES 28 29 SPACE — -- — X 1/20 12 1500 GENERAL RECEPTACLES 30 31 SPACE — -- — X 1/20 12 1260 GENERAL RECEPTACLES 32 33 SPACE -- -- -- X 1/20 12 1080 GENERAL RECEPTACLES 34 35 SPACE — -- — X 1/20 12 1000 GENERAL RECEPTACLES 36 37 RTU -1 3133 6 3/50 X 1/20 12 1000 GENERAL RECEPTACLES 38 X 1/20 12 1000 GENERAL RECEPTACLES 40 39 3133 X -- — -- SPACE 42 41 3133 REMARKS TOTAL LOAD PHASE 'A' 11,108 1 - PROVIDE GFCI BREAKER TOTAL LOAD PHASE 'B' 11,703 2 - CIRCUIT VIA TIME CLOCK TOTAL LOAD PHASE 'C' 11,363 3 - CIRCUIT VIA CONTACTOR 4 - PROVIDE BREAKER AND FUSES PER EQUIPMENT TOTAL LOAD ALL PHASES 34,174 WATTS MANUFACTURERS RECOMMENDATION " 95 AMPS 5 - PROVIDE H.A.C.R. BREAKER 6 - PROVIDE A LOCK -ON BREAKER NOTE: T.G.C. SHALL PROVIDE NEW BREAKERS, FEEDERS AND CONDUIT AS REQUIRED FOR NEW ELECTRICAL DEVICES. T.G.C. TO BALANCE ALL PHASES TO WITHIN 10 %. * VERIFY EXACT EXISTING CIRCUIT(S) NUMBER IN FIELD. SHOWN ON PANEL FOR LOAD PURPOSES ONLY. \EW PANEL H Service: 277/480 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 200 Amp Main Circuit Breaker 125 Total Watts: 71,345 NEMA 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE WATTS DESCRIPTION CKT REM LIGHTING 1 VAV 1 2500 10 3/20 X 15.8 1/0 20,030 TRANSFORMER 2 WATER HEATER 4 3 2500 X 3/125 19,150 4 4 N/A 5 2500 SIGN X 17,165 6 120 1 7 VAV 2 2500 10 3/20 X -- — — SPACE 8 35.5 KW = 98.6 AMPS © 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. 120 VOLT CIRCUIT . REFER TO RISER DIAGRAM FOR TIMECLOCK AND CONTACTORS LANDLORD SPECIFICATIONS • CD • • ELECTRICAL LOAD SU OVERRIDE SWITCHES 'c ®4- L____1 TIME CLOCK flLIGHT SWITCHING DETAIL 2 NOT TO SCALE \AV ARY SIGN LIGHTS (B15) GENERAL LIGHTS (B3) OFFICE LIGHTS (B5) • OFFICE LIGHTS (B ® RECEPTION LIGHTS (B9) DDS -218 2897 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 Architect Registration Issues and Revisions No. Date 1 03.31.08 REGISTERED ARCHITECT KEI +I STATE OF WASHINGTON 6294 Issues By Check PERMIT KLS RECEIVED CITY OF TUKVVILH APR 2 4 2008 PERMIT CENTER Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description PANELSCHEDULES Computer File CW05- 2008 —EaDWG 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. AND APPROVAL REQUIRED 3:k E -2 LOAD TYPE CONNECTED KW FACTOR DEMAND KW VOLTAGE PH LIGHTING 4.8 1.25 6.0 120 1 RECEPTACLES 15.8 1.00 12.9 120 1 WATER HEATER 1.5 1.00 1.5 208 1 MISCELLANEOUS N/A 1.00 N/A 120 1 SIGN 1.2 1.25 1.5 120 1 SUPPLEMENTAL HVAC 1.4 1.25 + .25 OF LARGEST LOAD 1.7 11.9 120 208 1 .3 HVAC 9.4 TOTALS: 34.1 - 35.5 KW = 98.6 AMPS © 120/208 SERVICE 120 VOLT CIRCUIT . REFER TO RISER DIAGRAM FOR TIMECLOCK AND CONTACTORS LANDLORD SPECIFICATIONS • CD • • ELECTRICAL LOAD SU OVERRIDE SWITCHES 'c ®4- L____1 TIME CLOCK flLIGHT SWITCHING DETAIL 2 NOT TO SCALE \AV ARY SIGN LIGHTS (B15) GENERAL LIGHTS (B3) OFFICE LIGHTS (B5) • OFFICE LIGHTS (B ® RECEPTION LIGHTS (B9) DDS -218 2897 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 Architect Registration Issues and Revisions No. Date 1 03.31.08 REGISTERED ARCHITECT KEI +I STATE OF WASHINGTON 6294 Issues By Check PERMIT KLS RECEIVED CITY OF TUKVVILH APR 2 4 2008 PERMIT CENTER Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description PANELSCHEDULES Computer File CW05- 2008 —EaDWG 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. AND APPROVAL REQUIRED 3:k E -2 PART 1 - GENERAL 1.01 SCOPE OF WORK: FURNISH AND INSTALL ALL EQUIPMENT AND EQUIPMENT AND PROVIDE ALL LABOR, TOOLS, TRANSPORTATION, SUPERINTENDENT AND SERVICES REQUIRED AND NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND /OR SPECIFIED HEREIN. ALSO ARE INCLUDED ALL OTHER WORK AND MISCELLANEOUS ITEMS, NOT SPECIFICALLY MENTIONED BUT REASONABLY INFERRED FOR A COMPLETE INSTALLATION INCLUDING ALL ACCESSORIES AND APPURTENANCE REQUIRED FOR TESTING THE SYSTEM. IT IS THE INTENT OF THE DRAWING AND SPECIFICATIONS THAT ALL SYSTEMS BE COMPLETE AND READY FOR OPERATION. 1.02 REGULATORY REQUIREMENTS CODE COMPLIANCE IS MANDATORY. NOTHING IN THESE DRAWINGS AND SPECIFICATIONS PERMITS WORK AND NOT CONFORMING TO THESE CODES. WHERE WORK 15 SHOWN TO EXCEED MINIMUM CODE REQUIREMENTS, COMPLY WITH DRAWINGS AND SPECIFICATIONS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST RULES, CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: 1. OCCUPATIONAL SAFETY AN D HEALTH ACT STANDARDS (OSH). 2. NFPA #70; NATIONAL ELECTRIC CODE (NEC). 3. NFPA #101: LIFE SAFELY CODE. 4, STATE FIRE MARSHAL. 5. LOCAL UTILITIES COMPANIES. 6. ALL LANDLORD GENERAL REQUIREMENTS FOR MALL. 1.03 LICENSE. FEES AND PERMITS: ELECTRICAL CONTRACTOR SHALL PAY FOR ALL LICENSES, PERMITS AND INSPECTION FEES REQUIRED BY THE AUTHORITY HAVING JURISDICTION AND SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS. 1.04 SAFETY AND INDEMNITY: THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. NO ACT, SERVICE, DRAWING REVIEW OR CONSTRUCTION REVIEW BY THE OWNER, THE ENGINEERS OR THEIR CONSULTANTS, 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 DI 1.06 CONDITIONS AT SITE: TICALLY MENTIONED OR NOT. 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 15 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: t 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 IS PERMITTED, AND ANY RE- DESIGN EFFORT IS THEREBY NECESSITATED, THE REQUIRED RE- DESIGN SHALL BE AT THE CONTRACTOR'S EXPENSE. 1.10 COORDINATION: COORDINATE WORK WITH OTHER TRADES TO AVOID CONFUCT AND TO PROVIDE CORRECT ROUGH -IN AND CONNECTION FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRED ELECTRICAL CONNECTIONS. INFORM CONTRACTORS OF OTHER TRADES THAT REQUIRE ACCESS TO AND CLEARANCES AROUND ELECTRICAL EQUIPMENT TO MAINTAIN SERVICE ABILITY AND CODE COMPLIANCE. VERIFY EQUIPMENT DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION. CHECK ACTUAL JOB CONDITIONS BEFORE FABRICATING WORK. REPORT NECESSARY CHANGES IN TIME TO PREVENT NEEDLESS WORK. CHANGES OR ADDITIONS, SUBJECT TO ADDITIONAL COMPENSATION, WHICH ARE MADE WITHOUT WRITTEN AUTHORIZATION AND AN AGREED PRICE, SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE. 1.11 CUTTING AND PATCHING: ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISION IS INCLUDED HEREIN. COORDINATION WITH GENERAL CONTRACTOR AND OTHER TRADES IS IMPERATIVE. CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR AND THE ADDED EXPENSE OF ADJUSTING FOR IMPROPER HOLES, SUPPORTS, ETC. 1.12 ACCEPTANCE DEMONSTRATION: UPON COMPLETION OF THE WORK, AT A TIME TO BE DESIGNATED BY THE OWNER, THE CONTRACTOR SHALL DEMONSTRATE FOR OWNER THE OPERATION OF THE ELECTRICAL INSTALLATION, INCLUDING ANY AND ALL SPECIAL ITEMS INSTALLED BY HIM OR INSTALLED UNDER HIS SUPERVISION. PROPERTY SET AUTOMATIC 11ME SWITCHES TO PERFORM SWITCHING OPERATIONS IN ACCORDANCE WITH SCHEDULES PROVIDED BY THE OWNER'S REPRESENTATIVE, AND DEMONSTRATE (USING THE MANUFACTURER'S OPERATING INSTRUCTIONS) HOW TO OVERRIDE AND /OR TEST TIME SWITCHES PROGRAMMING. 1.13 RECORD DRAWINGS, EQUIPMENT DATA: MAINTAIN ONE SET OF CLEAN WORKING DRAWINGS AT THE JOB SITE AND ENTER DAILY SUCH AS -BUILT INFORMATION AS FEEDER AND SERVICE ROUTES, PULL BOX LOCATIONS AND CHANGES IN LAYOUT OR ARRANGEMENT WHICH OCCUR DURING CONSTRUCTION. DELIVER COMPLETED DRAWINGS TO THE OWNER. DEUVER TO THE OWNER'S REPRESENTATIVE THREE COPIES OF DATA SHEETS OR OTHER CURRENT MANUFACTURERS PUBLICATIONS FOR EACH ITEM OF ELECTRICAL EQUIPMENT FURNISHED FOR THE PROJECT INCLUDING AT LEAST THESE DATA: 1. TECHNICAL DESCRIPTION AND REPLACEABLE PARTS 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. C. ACCEPTABLE PRODUCTS GENERAL ELECTRIC, ANACONDA, OKONITE, PARANITE OR TRIANGLE PRODUCTS CONFORMING OR EXCEEDING APPLICABLE IPCEA STANDARDS. 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. 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 -313 COVERPLATE. 2.05 WIRING DEVICES AND PLATES: WIRING DEVICES AND PLATES SHALL BE HUBBELL. ARROW HART, GE OR P &S WITH HUBBELL NUMBERS USED TO SPECIFY TYPE USED. STANDARD DESIGN: A. SWITCH AND RECEPTACLES DEVICES SHALL BE IVORY EXCEPT WHEN THE DEVICE IS LOCATED ORE A PURPLE WALL, WHEN ON PURPLE WAIL DEVICE SHALL BE BLACK B. ISOLATED GROUND RECEPTACLES SHALL BE WHITE WITH ORANGE TRIANGLE AS REQUIRED PER NEC, MANUFACTURED BY LEVITON # 5362 -I0W OR APPROVED EQUAL. C. SWITCHES SHALL BE 20 AMP, 120/277 VOLT A.C. RATED SINGLE POLE SWITCHES SHALL BE #1221 AND 3 -WAY SWITCHES SHALL BE #1223. D. RECEPTACLES SHALL BE GROUNDING TYPE #5362. 2.06 CONDUIT HANGERS: FOR INDIVIDUAL CONDUIT RUNS NOT DIRECTLY FASTENED TO THE STRUCTURE, USE ROD HANGERS MANUFACTURED BY CADDY, UNISTRUT OR POWERSTRUT. FOR MULTIPLE CONDUIT RUNS, USE UNISTRUT OR POWERSTRUT TRAPEZE TYPE CONDUIT SUPPORT DESIGNED FOR MAXIMUM DEFLECTION NOT GREATER THAN 1/8" 2.07 WIRE CONNECTORS: FOR WIRE SIZES #8 AWG AND SMALLER INSULATED PRESSURE TYPE (WITH LIVE SPRING) RATED 105 DEGREES C. 600V, FOR BUILDING WIRING AND 1000W IN SIGNS OR FIXTURES, SCOTCHLOK OR IDEAL. FOR WIRE SIZE #6 AWG AND LARGER T & B OR EQUIVALENT COMPRESSION TYPE WITH 3M #33 OR PLYMOUTH "SLIPKNOT GRAY" TAPE INSULATION. 2.08 PANELBOARD: A. CONSTRUCTION: CABINETS SHALL BE OF CODE GAUGE, GALVANIZED STEEL, SURFACE OR FLUSH MOUNTED AS INDICATED. DOORS SHALL BE OF COLD - ROLLED STEEL WITH CONCEALED HINGES AND FLUSH CATCH AND LOCK. ALL PANELS SHALL BE KEYED ALIKE. PANELS LOCATED ADJACENT TO EACH OTHER SHALL HAVE IDENTICALLY SIZED ENCLOSURE AND TRIMS. MINIMUM PANEL WIDTH SHALL BE 20 ". FINISH EXPOSED PART WITH ONE COAT OF PRIMER AND ONE COAT OF LIGHT GRAY ENAMEL SUITABLE FOR OVER PAINTING IN FIELD IT DESIRED. B. BUS BARS: PROVIDE GROUND BLOCK WITH FULL COMPLEMENT OF TERMINALS IN ADDITION TO INSULATED NEUTRAL BUS. FUTURE BREAKER SPACES SHALL HAVE COMPLETE PROVISION INCLUDING BUSSES AIR CONNECTING HARDWARE. C. MANUFACTURER PANELBOARD SHALL IN GENERAL ELECTRIC TYPE AQ OR TYPE AE OR EQUIVALENT PRODUCTS OF CUTTER- HAMMER, SQUARE D, OR SIEMENS -ITE. D. CIRCUIT BREAKERS SHALL BE BOLT -ON, THERMAL - MAGNETIC, MOLDED CASE TYPE: U.L. LISTED FOR SWITCHING DUTY. BREAKERS SHALL HAVE ON OVER- CENTER TRIP FREE, TOGGLE TYPE HANDLE WITH QUICK -MAKE, QUICK -BREAK ACTION. 1. 120/208 VOLT PANELS: SHALL BE GENERAL ELECTRIC TYPE "Q" LINE, BOLT -ON TYPE, WITH MINIMUM SYMMETRICAL INTERRUPTING CAPACITY AS SHOWN. NO SERIES RATING ALLOWED. 2. PROVIDE MULTI -POLE UNITS WITH COMMON TRIP ELEMENT. 3. CIRCUIT BREAKERS USED ON "ON -OFF" CONTROL OF FLUORESCENT LIGHTING (PANELBOARD SWITCHING) SHALL BE UNDERWRITERS - LABORATORIES LISTED AND MARKED •'SWD" TO INDICATE THEIR SUITABILITY. E. IDENTIFICATION: PROVIDE SCREWED -ON (NO ADHESIVES) BAKELITE OR PHOTO-ETCHED METAWC 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 "EI_ASTO RIB" OR EQUIVALENT. 3. USE FLEXIBLE CONDUITS AT LEAST 24" LONG FOR ELECTRICAL CONNECTIONS. 4. PROVIDE GROUNDING OF EACH TRANSFORMER SECONDARY INCLUDING ALL CONDUITS. WIRES, AND CONNECTORS IN ACCORDANCE WITH NEC 250-26 AND ANY LOCAL ADDITIONAL REGULATIONS. 2.10 INDIVIDUALLY MOUNTED MOTOR CONTROLLER: A. FOR POLYPHASE MOTORS: COMBINATION MOTOR CIRCUIT PROTECTOR AND MAGNETIC STARTER, WITH 3 -LEG OVERLOAD PROTECTION. PROVIDE TWO INTERLOCK CONTACTS OF THE INTERCHANGEABLE OPEN -CLOSE TYPE. PROVIDE HAND -OFF AUTOMATIC SELECTOR SWITCH, MOTOR RUNNING PILOT LIGHT AND RESET BUTTON IN COVER. CIRCUITS 300V AND OVER SHALL BE PROVIDED WITH INDIVIDUAL 120V CONTROL TRANSFORMERS. B. STARTERS FOR FRACTIONAL HORSEPOWER 120V MOTORS SHALL BE MANUAL TYPE UNLESS SHOWN OTHERWISE, EQUIPPED WITH BUILT -IN OVERLOAD PROTECTION. C. ACCEPTABLE MANUFACTURERS GENERAL ELECTRIC SIEMENS, SQUARE D, CUTTER- HAMMER, AND ALLEN BRADLEY. 2.11 LIGHTING A. LIGHTING TO BE PROVIDED BY OWNER. SUBCONTRACTORS TO INSTALL ALL FIXTURES COMPLETE, INCLUDING LAMPS AND BALLASTS, READY FOR SERVICE. B. SUPPORTS: PROPER SUPPORTS AND MOUNTING ACCESSORIES, SUCH AS HANGERS, STEMS, YOKES, PLASTER FRAMES, ETC SHALL BE PROVIDED AS REQUIRED BY THE TYPE OF CEILING INSTALLED WHERE SWIVEL CANOPIES OR BALL ALIGNERS ARE SPECIFIED, THEY SHALL CAUSE FIXTURE TO HANG PLUMP REGARDLESS OF CEILING SLOPE. C. FIXTURE DESIGNATION: FIXTURE TYPES ARE DESIGNATED ON DRAWINGS, WHERE ONLY ONE FIXTURE DESIGNATION IS SHOWN, IT APPLIES TO ALL FIXTURES IN THAT ROOM OR AREA. FOR EXACT FIXTURE COUNT AND LOCATION REFER TO REFLECTED CEILING PLAN. D. WIRE 1 -LAMP AND 3 -LAMP FLUORESCENT FIXTURES IN TANDEM WHERE REQUIRED BY CODE. E. BALLASTS: ADVANCE, GE, OR APPROVED HIGH FREQUENCY ELECTRONIC, FULL LIGHT OUTPUT, ENERGY SAVING, CLASS "P ", HIGH POWER FACTOR. ETL CERTIFIED, SOUND RATING "A" OR AS INDICATED ON DRAWINGS. 2.12 MISCELLANEOUS MATERIALS: A: SAFETY SWITCHES: HEAVY DUTY TYPE, 600V, HORSEPOWER RATED FOR MOTORS, FUSED OR NON -FUSED AS REQUIRED. MOUNT IN ENCLOSURE WITH NEMA RATING AS REQUIRED FOR THE SPECIFIC APPLICATION GENERAL ELECTRIC, SQUARE D OR CUTLER - HAMMER. PART 3 - EXECUTION 3.01 GENERAL A. ELECTRIC SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. GOVERN EXACT ROUTING OF CABLE AND WIRING AND THE LOCATIONS OF OUTLETS BY THE STRUCTURE AND EQUIPMENT SERVED. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS. B. CONSULT ALL OTHER DRAWINGS, VERIFY SCALES AND REPORT ANY DIMENSIONS, DISCREPANCIES OR OTHER 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 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 SO AS NOT TO AFFECT LEVEL OF CEILING. 3. AVOID ATTACHING CONDUIT TO FAN PLENUMS. WHEN IT IS NECESSARY TO SUPPORT CONDUIT FROM FAN PLENUM, PROVIDE A LENGTH OF FLEXIBLE CONDUIT BETWEEN PORTION ATTACHED FAN PLENUM AND PORTION ATTACHED TO THE BUILDING TO MINIMIZE TRANSMISSION OF VIBRATION TO THE BUILDING STRUCTURE. C. CONDUIT PENETRATION: 1. PENETRATING FIRE RATED FLOOR OR WALL: INSTALL CONDUIT IN CONDUIT SLEEVE OR FRAMED OPENING. SEAL PENETRATION WITH FIRE RETARDANT SEALANT SPECIFIED HEREIN. 2. PENETRATING ROOF OR EXTERIOR WALL AVOID PENETRATING ROOF OR EXTERIOR WALL WHERE POSSIBLE. WHERE PENETRATIONS ARE NECESSARY, BUILDING WEATHERPROOF INTEGRITY MUST BE PRESERVED. 3. PENETRATING SOUND INSULATED OR AIR PLENUM WALL: INSTALL CONDUIT IN CONDUIT SLEEVE AND SEAL 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 15 APPLIED MUST BE AS SMALL AS POSSIBLE AND PROVIDED WITH ESCUTCHEONS, ONE ON EACH SIDE OF WALL. 5. PENETRATING SUSPENDED CEILING: CUT HOLE AS SMALL AS POSSIBLE TO PERMIT CONDUIT PENETRATION. PROVIDE ESCUTCHEON FOR EACH CONDUIT BELOW CEILING. 3.04 CONNECTIONS TO EQUIPMENT: A. GENERAL 1. FURNISH AND INSTALL REQUIRED POWER SUPPLY CONDUIT AND WIRING TO ALL EQUIPMENT. SEE BELOW FOR OTHER WIRING REQUIRED. 2. FURNISH AND INSTALL A DISCONNECT SWITCH IMMEDIATELY AHEAD OF AND ADJACENT TO EACH MAGNETIC MOTOR STARTER OR APPLIANCE UNLESS THE MOTOR APPLIANCE IS LOCATED ADJACENT AND WITHIN SIGHT OF THE SERVING PANELBOARD, CIRCUIT BREAKER OR SWITCH. VERIFY ALL EQUIPMENT NAMEPLATE CURRENT RATINGS PRIOR TO INSTALLATION. 3. INSTALL ALL ROUGH -N WORK FOR EQUIPMENT FROM APPROVED SHOP DRAWINGS TO SUIT THE SPECIFIC REQUIREMENTS OF THE EQUIPMENT. 4. FURNISH AND INSTALL MANUAL THERMAL PROTECTION FOR ALL MOTORS NOT INTEGRALLY EQUIPPED WITH THERMAL PROTECTION. 5. FURNISH 120 VOLT POWER TO EACH CONTROL PANEL AND TIME SWITCH REQUIRING A SOURCE OF POWER TO OPERATE. 3.05 INSULATION OF WIRES: A. PULL NO WIRE INTO ANY PORTION OF THE CONDUIT SYSTEM UNTIL ALL CONSTRUCTION WORK WHICH MIGHT DAMAGE THE WIRE HAS BEEN COMPLETED. B. INSTALL ALL WIRE CONTINUOUS FROM OUTLET TO OUTLET OR TERMINAL TO TERMINAL. SPLICES IN CABLES WHERE REQUIRED SHALL BE MADE IN HANDHOLES, PULL BOXES OR JUNCTION BOXES. MAKE BRANCH CIRCUIT SPLICES IN OUTLET BOXES WITH 8" OF CORRECTLY COLOR -CODED TAILS LEFT IN THE BOX. C. SPLICES IN WIRES AND CABLES SHALL BE MADE UTILIZING MATERIALS AND METHODS DESCRIBED HEREIN BEFORE. D. MAKE ALL GROUND, NEUTRAL AND LINE CONNECTIONS TO RECEPTACLE AND WIRING DEVICE TERMINALS AS RECOMMENDED BY MANUFACTURER. PROVIDE GROUND JUMPER FROM OUTLET BOX TO GROUND TERMINAL OF DEVICES WHEN THE DEVICE IS NOT APPROVED FOR GROUNDING THROUGH THE MOUNTING SCREWS. E. PROVIDE BRADY WIRE MARKERS WHERE NUMBER OF CONDUCTORS IN A BOX EXCEEDS FOUR. F. MEGGER- AND RECORD INSULATION RESISTANCE OF ALL 600 VOLT INSULATED CONDUCTORS SIZE #4/0 AND LARGER USING 500 VOLT MEGGER FOR ONE MINUTE. MAKE TESTS WITH CIRCUITS ISOLATED FROM SOURCE AND LOAD. 3.06 WIRE COLOR CODE: COLOR CODING SHALL BE CONTINUOUS FOR WIRE #12 THROUGH #10 AWG. PHASE CONDUCTORS #8 AND LARGER AND CONDUCTORS OF ANY SIZE IN CABLE ASSEMBLIES MAY HAVE COLORED PHASING TAPE AT TERMINATIONS. COLOR CODE WIRES AS FOLLOWS: VOLTAGE PHASE A PHASE B PHASE C NEUTRAL GROUND 120/208V BLACK RED BLUE WHITE GREEN 277/480V BROWN ORANGE YELLOW GRAY GREEN 3.07 IDENTIFICATION A. PROVIDE NAMEPLATES FAR SWITCHGEARS, PANELBOARD, AND ALL SIMILAR DEVICES. NAMEPLATES SHALL BE SCREWED (NO ADHESIVES) ENGRAVED BAKELITE OR PHOTO- ETCHED METALLIC NAMEPLATE IDENTIFICATION SHOWING PANEL DESIGNATORS, VOLTAGE AND PHASE IN MINIMUM 1/4" HIGH LETTERS. B. PROVIDE DYMO LABELS ON ALL LIGHTING SWITCHES AND CONVENIENCE AND SPECIAL PURPOSE RECEPTACLES TO SHOW PANEL AND CIRCUIT NUMBER TO WHICH THE DEVICE IS CONNECTED. C. EACH BOARD SHALL CONTAIN A METAL - FRAMED CIRCUIT DIRECTORY INSIDE COVER, WITH PLASTIC PROTECTOR. D. PANELBOARD SCHEDULE: AFTER COMPLETION OF WORK, PROVIDE TYPEWRITTEN UPDATED PANELBOARD SCHEDULES FOR ALL PANELBOARD. 3.08 GROUNDING A. ELECTRICAL SERVICE AND SEPARATELY DERIVED ALTERNATING CURRENT SYSTEMS SHALL BE GROUNDED IS ACCORDANCE WIN 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 00005i 2897 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 Project Number 02008018.00 Scale AS NOTED Template 4.3 (120101) "' PERMIT" 4ND APPP.OVAL REQUIRED E -3 REGISTERED ARCHITECT KEI ' I STATE OF WASHINGTON 6294 Computer File CW05- 2008- E3.DWG Architect Registration Issues By Check PERMIT KLS RY_WV CITY OF TUKWILA APR 2 4 2008 i r-r��orr CENTER Lid YYr9 Y Vo-YV Project Name WESTFIELD SOUTHCENTER MALL 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. SHEET METAL NOTES rAv 1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL INTENT OF THE WORK, PR ❑VIDE SHEET METAL SYSTEMS COMPLETE AND PER APPLICABLE CODES INCLUDING ALL NECESSARY OFFSETS, FITTINGS, SPECIAL RADIUS OR MITERED ELBOWS WHICH ARE REQUIRED DUE TO SPACE CONSTRAINTS OR OTHER CONDITIONS. 2. CONTRACTOR SHALL C❑❑RDINATE HIS WORK WITH THE WORK OF ALL OTHER TRADES. VERIFY ALL CLEARANCES PRI ❑R TO THE FABRICATI ❑N OF ANY WORK. 3. DUCTWORK SHALL NOT BE LOCATED OVER ELECTRICAL EQUIPMENT /PANELS. PROVIDE REQUIRED CLEARANCE IN FRONT OF ELECTRICAL EQUIPMENT. DUCTWORK SHALL NOT INTERFERE WITH ELECTRICAL EQUIPMENT CLEARANCE. 4. THE CONTRACTOR SHALL PR ❑VIDE ALL MISCELLANE ❑US SUPPORTING STEEL, ETC. FOR THE PROPER INSTALLATI ❑N OF ALL MECHANICAL SYSTEMS. 5. COORDINATE FLOOR, WALL, ROOF PENETRATIONS, LOUVER SIZES, PAD L❑CATI ❑NS, ETC. WITH ARCHITECTURAL TRADES. 6. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF GRILLES, REGISTERS, AND DIFFUSERS. 7. INSTALL MANUAL VOLUME DAMPERS AT ALL SUPPLY AIR BRANCH DUCTS TO THE DIFFUSER, BRANCH RETURN AIR DUCT, EXHAUST AIR DUCT, AND OTHER LOCATIONS AS SHOWN ON PLANS. e. PROVIDE FLEXIBLE CONNECTI ❑N AT DIFFUSER NECK, ALL FLEXIBLE DUCT SHALL BE INSULATED AND LIMITED TO 5' -0" IN LENGTH. 9. DUCTED EXHAUST AND RETURN GRILLES SHALL BE HARD CONNECTED, 10.C❑❑RDINATE AND PROVIDE ACCESS DOORS IN HARD CEILING AREAS FOR ACCESS TO TERMINAL UNITS, BALANCING DAMPERS, TERMINAL UNIT HEATING COIL PIPING, ETC, REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 12.ALL SHEET METAL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. 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 COMBUSTIBLES - FIREPROOF, WRAP, ETC.) PROVIDE AND INSTALL NEW DUCT SMOKE DETECTOR IN SA /RA DUCT AS REQUIRED BY LOCAL CODE TO PROVIDE FAN SHUTDOWN / / / / / /// /// // / /// %/ // D///////////////////%%/%/////////// O%/// %//////%%/ O/ Q///%/%////////////%%%%%%////%/%//// ///�%�/%/////////% % /O %/////%/%/ X �I 1 2 :! ry� / / EGG / / / GGG /GG / / G G G GG /G / G / MECHANICAL PLAN 1 SCALE: 1 /4" - 1 -O" MECHANICAL NOTES 1. DUCT LINING IS NOT ALLOWED 2. ALL SUPPLY AIR DUCTWORK SHALL BE WRAPPED WITH 1" INSULATION TO MATCH EXISTING. 3, PR ❑VIDE AND INSTALL FIRE DAMPERS WHERE DUCTS PENETRATE RATED CONSTRUCTION. ALL DUCTS PENETRATING SHAFTS (SMOKE BARRIERS) SHALL HAVE 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 INSTALLATION OF THE SYSTEM. 5. PR ❑VIDE BALANCING DAMPERS IN ALL BRANCH DUCTWORK AS REQUIRED FOR PROPER BALANCING OF THE SYSTEM, 6. THE ENTIRE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITI ❑N OF N,F.P.A. SMACNA, THE MICHIGAN MECHANICAL CODE, LOCAL ORDINANCE, AND AUTHORITIES HAVING JURISDICTION. 7. EACH CONTRACTOR SHALL COORDINATE INSTALLATION OF HIS WORK WITH ALL OTHER TRADES TO AVOID 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. PROVIDE OWNER'S MANUAL AND TRAINING FOR MAINTENANCE PERSONNEL FOR EACH TYPE OF EQUIPMENT. 12,ALL EQUIPMENT AND COMBUSTION VENT TERMINATI ❑N ETC. SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 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 LOCATIONS WITH ARCHITECTURAL TRADES. GENERAL NOTES '///GGGG%GGGG//G/GGGG / /G//GG GG G//'/ G/////G/G//////, ////GGGG/////�//GGG/ GGG /G/ G/ G///////// O G/ G %/G/G/GG/OGGGGGGGGGGGGG 1. CONTRACTORS SHALL PR ❑VIDE EQUIPMENT AND SPECIALTIES INDICATED HERE- -IN TO PR ❑VIDE A COMPLETE AND WORKING SYSTEM. 2. CONTRACTORS SHALL COMPLY WITH ALL LAWS, LOCAL ORDINANCES AND CODES OF THE STATE, FEDERAL AGENCIES AND MUNICIPALITY, CONTRACTORS SHALL SECURE AND PAY FOR ALL NECESSARY FEES AND PERMITS REQUIRED IN THE PERFORMANCE OF HIS WORK. ALL CUTTING AND PATCHING FOR NEW WORK SHALL BE DONE BY THIS CONTRACTOR WITH THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 3. CONTRACTOR SHALL VISIT THE SITE AND CHECK THE EXISTING C❑NDITI ❑NS BEFORE SUBMISSION OF BIDS. NO ALLOWANCE SHALL BE MADE IN BEHALF OF EXTRA EXPENSES DUE TO THE FAILURE TO MAKE SUCH AN EXAMINATI ❑N. 4. CONTRACTOR SHALL PR ❑VIDE A COMPLETED OPERABLE SYSTEM AS HERE-IN DESCRIBED, IF THE DOCUMENTATI ❑N IS UNCLEAR OR INCOMPLETE TO THE CONTRACTOR HE SHALL SO STATE IN WRITING TO THE OWNER'S REPRESENTATIVE /ENGINEER AND REQUEST CLARIFICATION ON THOSE ITEMS REQUIRING CLARIFICATION. IF NO SUCH STATEMENT IS MADE IT SHALL BE PRESUMED THAT THE CONTRACTOR FULLY UNDERSTANDS THE INTENT OF A FUNCTI ❑N 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 C ❑ORDINATE 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 IMPERFECTI ❑NS IN MATERIALS AND WORKMANSHIP, WHICH MAY DEVELOP IN THE SYSTEMS INSTALLED AND UNDER NORMAL USE FOR A PERI ❑D 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 PRIOR TO BIDDING. VOLUNTARY ALTERNATES WILL NOT BE REVIEWED FOR ACCEPTANCE BY THE ENGINEER DURING THE 7 DAYS PRI ❑R TO BID DATE. 8. CONTRACTOR SHALL PR ❑VIDE, STORE, PLACE AND INSTALL ALL NECESSARY EQUIPMENT REQUIRED. ALL EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND IN SUCH A MANNER AS TO FUNCTION IN ITS INTENDED USE, 8. CONTRACTOR SHALL SUBMIT SUBMITTALS FOR ALL EQUIPMENT AND MATERIALS FOR REVIEW PRIOR TO PURCHASE. 9. AFTER INSTALLATI ❑N IS COMPLETE, CONTRACTOR SHALL BE RESPONSIBLE FOR STARTUP, INSPECT ❑RS' APPROVAL AND CLEAN UP, CONTROLS NOTE 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) x 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. SD -11 24'x24" SUPPLY DIFFUSER RG -1: 24'x24' RETURN GRILLE Q THERMOSTAT 1 DUCT FLEX 71 CEILING MOUNTED INLINE EXHAUST FAN. r obs -tz SEPARATE PERmr AND APPROVAL REQUIRED 2897 Southcenter Mali Tukwila, WA 98188 amity 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 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description MECHANICAL PLAN Computer File CW05- 2008- M1.DWG Scale Template AS NOTED 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. M -1 REGISTERED ARCHiiECT KEI ' I STATE OF WASHINGTON 6294 Architect Registration Issues By Check PERMIT KLS RECEIVED Crry nP TI IKWILA PERMIT CENTER 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 A PS =1.5" 15 20 22 26 26 REHEAT COIL: TYPE ELECTRIC ELECTRIC ELECTRIC ELECTRIC ELECTRIC KW 3.0 5.0 10.0 15.0 15.0 VOLT /PHASE 277/10 277/10 480/30 480/30 480/30 ELECTRICAL DATA: HP 1/6 1/4 1/4 1/3 1/3 VOLT /PHASE 277/10 277/10 277/10 277/10 277/10 F.L.A. 0.8 1.4 1.4 3.0 3.0 BASED ON: MANUFACTURER TITUS TITUS TITUS TITUS TITUS DTFS DTFS SIZE B DTFS SIZE C DTFS SIZE C DTFS SIZE 0 DTFS SIZE 0 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 OTHERWISE NOTED MIN. STOP @O% OF DESIGN PRIMARY AIR CFM «FAN MIXING BOXES ARE ALSO AVAILABLE IN 208 -240 VOLTS AND 277 VOLTS. THE FLA WILL CHANGE ACCORDINGLY. SEE CATALOG FOR CHANGES. »» 6. PROVIDE WITH MODULINEAR DIFFUSER PLENUM. 7. TRANSFER GRILLES ON PLANS INDICATED BY TG -1 (XX "0) SHALL BE PROVIDE WITH A RECTANGULAR TO ROUND NECK ADAPTER. 8. ALL AIR DEVICES SHALL HAVE OFF -WHITE FINISH UNLESS OTHERWISE NOTED. FAN MIXING BOX NOTES: 1. FURNISH WITH 1" THROWAWAY FILTERS, INTAKE PLENUM, HANGER RODS, AND SINGLE POINT POWER CONNECTION. 2. DESIGN PRIMARY COOLING AIR CFM MINIMUM STOP @ 33% OF DESIGN PRIMARY COOLING AIR, FOR ALL EXPOSURES OTHER THAN NORTH (USE 66% FOR NORTH). 3. PROVIDE DISCONNECTS. STARTER MOUNTED AT THE UNIT SUITABLE FOR THE MOTOR HORSEPOWER. 4. DDC BOX CONTROLLER TO BE FURNISHED BY T.C.C. TO THE BOX MANUFACTURER, TO BE INSTALLED AS FACTORY. FIELD CONTROL WIRING AND CONTROL TRANSFORMER BY T.C.C. 5. CONTRACTOR SHALL NUMBER ALL FAN MIXING BOXES, SO THAT EACH BOX HAS AN UNIQUE NUMBER. COORDINATE NUMBERING SYSTEM WITH ELECTRICAL TRADES. 6. FOR THOSE FMB BOXES, WHICH AT THIS TIME ARE NOT PROVIDED WITH THERMOSTAT LOCATIONS AND SUPPLY AIR DUCTWORK, PROVIDE 50' -0" OF CONTROL WIRING/TUBING AND THERMOSTAT COILED UP AT FMB BOX. 7. PROVIDE INLET AIR PROVING SWITCH TO PROTECT ELECTRICAL REHEAT COIL. FAN NOTES: 1. PROVIDE DISCONNECT. 2. PROVIDE THE FOLLOWING ACCESSORIES: A. DESIGNER GRILLE. B. BACKDRAFT DAMPER. C. MOUNTING BRACKETS. RECTANGULAR SUPPLY DUCT CEILING NOT TO SCALE 45" CLINCH COLLAR OR ROUND SPIN -IN FITTING CONNECTION WITH MANUAL VOLUME DAMPER AND LOCKING QUADRANT. (SEE PLAN) r � 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.) MANUAL AIR VOLUME DAMPER W/ LOCKING QUADRANT (TYPICAL) /I CEILING DIFFUSER (SEE PLAN) STANDARD DIFFUSER AND DUCT CONNECTION DETAIL TRANSITION TO ROUND WHEN REQUIRED (SEE PLAN) r � CLAMP (TYP) SFT?ARATIh PEPM1 /4ND A'PP.OVAL p: 11 ITRED 2897 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 Project Number Description 02006088.00 Computer File CW05- 2008- T1.DWG Scale AS NOTED Template 4.3 (120101) M -2 REGISTERED ARCI- W.TECT KE I STATE OF WASHINGTON 6294 Architect Registration Issues By Check PERMIT KLS Project Name WESTFIELD SOUTHCENTER MALL GENERAL INFORMATION CITY TUKWILA ANA 2 4 2008 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. MECHANICAL SPECIFICATIONS 15010: GENERAL PROVISIONS: (THE WORD "CONTRACTOR" IN THIS ACTION SHALL REFER TO TENANTS PLUMBING, FIRE SPRINKLER AND HVAC MECHANICAL CONTRACTORS). A. GENERAL 1. THE GENERAL CONDITIONS OF THE CONTRACT, CURRENT EDITION PUBLISHED IN STANDARD FORM BY AMERICAN INSTITUTE OF ARCHITECTS, SHALL BE PART OF THIS CONTRACT. 2. THE ARTICLES CONTAINED IN THIS DIVISION AND IN ARCHITECTURAL SPECIFICATIONS MAY AMEND, MODIFY, SUPERSEDE, VOID OR SUPPLEMENT THE ARTICLES OF THE GENERAL CONDITIONS NOTED IN PARAGRAPH 15010(A) ABOVE, AND SHALL TAKE PRECEDENCE OVER THE PROVISIONS OF THE GENERAL CONDITIONS IN 15010(A). 3. THIS CONTRACTOR IS REFERRED TO THE ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS AND SPECIFICATIONS WHICH ARE HEREBY MADE PART OF THE CONTRACT. 4. THIS CONTRACTOR SHALL TAKE OUT ALL NECESSARY PERMITS, LICENSES AND CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH. 5. BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES, WITH ALL CONDITIONS SURROUNDING THE WORK PRIOR TO SUBMITTING THE BID. 6. DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS UNLESS SPECIFICALLY DIMENSIONED. COORDINATE THE WORK WITH THE OTHER TRADES TO AVOID INTERFERENCE. SHOULD MECHANICAL WORK BE INSTALLED SUCH THAT IT INTERFERES WITH THE WORK OF OTHER CONTRACTORS, SUCH WORK SHALL BE REDONE AT NO ADDITIONAL COST TO TENANT. 7. AT THE COMPLETION OF THE WORK THIS CONTRACTOR SHALL REMOVE ALL RUBBISH, DIRT AND STAINS CAUSED BY HIS WORK AND SHALL THOROUGHLY CLEAN ALL MECHANICAL WORK INCLUDING EQUIPMENT, FIXTURES, DUCTWORK, PIPING, APPLIANCES, ETC. 8. THIS CONTRACTOR SHALL TOUCH UP OR REFINISH THE FACTORY FINISH OF EQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION. 9. THIS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR SUCH EQUIPMENT AND MATERIAL AS THE OWNER MAY REQUIRE FOR HIS REVIEW. THE OWNERS REVIEW MUST TAKE PLACE BEFORE CONSTRUCTION BEGINS. 10. "RECORD" DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR IF INSTALLATION DEVIATES FROM THE ORIGINAL LAYOUT. 11. MOTORS SHALL BE DESIGNED FOR SUPPLY VOLTAGES AS SCHEDULED AND SHALL COMPLY WITH AIEE AND NEMA REQUIREMENTS. PROVIDE ACROSS THE LINE STARTERS AN ALL MOTOR UNLESS NOTED OTHERWISE. MOTORS 1.0 HP AND LARGER SHALL BE HIGH EFFICIENCY. B. CODES ALL WORK SHALL CONFORM TO ALL NATIONAL, STATE, COUNTY, CITY, HEALTH AND SAFETY AND ENERGY CODES THAT APPLY, AS WELL AS WITH ALL LANDLORD CRITERIA. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED TO THE CONTRACTOR. C. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS WHERE TRADE NAMES AND MANUFACTURES ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURES CONSIDERED AS AN EQUAL OR 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 BONG REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER. THE OWNER SHALL INDICATE WHICH ITEMS IF ANY ARE TO BE RETAINED. ITEMS TO BE SALVAGED SHALL BE MOVED TO A STORAGE AREA THAT 15 DESIGNATED BY THE OWNER. ALL OTHER MATERIALS AND EQUIPMENT, NOT WANTED BY THE OWNER, SHALL BE REMOVED FROM THE SITE AND BE PROPERLY DISPOSED OF. C. WHERE EXISTING WALLS, FLOORS OR OTHER PORTIONS OF THE BUILDING REQUIRE PATCHING AFTER REMOVAL OF MATERIAL OR EQUIPMENT, THE PATCHING SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR. D. NO ASBESTOS WORK OF ANY NATURE SHALL BE PERFORMED BY THE CONTRACTOR PURSUANT TO THIS CONTRACT. IF DURING THE CONSTRUCTION OF THIS PROJECT, WORK INVOLVING ASBESTOS IS SUSPECTED OR ENCOUNTERED, PROMPTLY NOTIFY THE OWNER, AND THE OWNER, WITH HIS OWN FORCES OR BY SEPARATE CONTRACT SHALL BE RESPONSIBLE FOR COMPLETE REMOVAL AND DISPOSITION OF THE ASBESTOS. IF THE CONTRACTOR CLAIMS THAT DELAY AND ADDITIONAL COST IS INVOLVED BECAUSE OF THIS ACTION, HE SHALL MAKE CLAIM AS PROVIDED ELSEWHERE IN THE CONTRACT DOCUMENTS. 15400 PLUMBING: (THE WORD CONTRACTOR IN THIS SECTION SHALL REFER TO TENANTS PLUMBING CONTRACTOR.) A. SCOPE UNLESS NOTED OTHERWISE, THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSTALLATION OF A COMPLETE AND TENANT ACCEPTABLE OPERATING PLUMBING SYSTEM HEREIN DESCRIBED INCLUDING: HOT AND COLD WATER SYSTEMS, CONNECTION TO EXISTING SANITARY SEWER SYSTEMS, PLUMBING FIXTURES, MISCELLANEOUS PLUMBING AND INSULATION. B. MATERIALS UNDERGROUND SANITARY SEWER AND VENT PIPING: BELL AND SPIGOT COST IRON WITH LEAD AND OAKUM OR NEOPRENE COMPRESSION JOINTS OR HUBLESS CAST IRON WITH TYPE MG CAST IRON COUPLINGS. STAINLESS STEEL BONDS ARE ACCEPTABLE IF COATED WITH BITUMASIIC. ABOVE GROUND SANITARY SEWER AND VENT PIPING: BELL AND SPIGOT CAST IRON WITH LEAD AND OAKUM OR NEOPRENE COMPRESSION JOINTS: OR HUBLESS CAST IRON PIPE AND JOINTING SYSTEM EXCEPT THAT TYPE MG CAST COUPLINGS SHALL BE USED FOE STOCKS MANE THAN 25 FT. HIGH. VENT PIPING MAY ALSO BE SCHEDULE 40 GALVANIZED STEEL WITH CAST IRON SCREWED DRAINAGE FITTINGS. VENT PIPING PASSING THROUGH ROOF: CAST IRON WITH NOT LESS THAN 12" PROJECTION ABOVE ROOF WITH APPROVED FROST JACKETS. WATER PIPING — TYPE L HARD COPPER WITH WROUGHT COPPER FITTINGS AND SHUT —OFF VALVE AT EACH FIXTURE. PIPING OF DISSIMILAR METALS MUST BE DIELECTRIC ALLY ISOLATED. CONDENSATE DRAIN PIPING: SAME AS WATER PIPING. PIPE HANGERS: CONFORM TO ANSI /MSS SP58. CONSTRUCT HANGERS OF CORROSION RESISTANT GALVANIZED STEEL (MICHIGAN #100), EXCEPT PROVIDE COPPER PLATED HANGERS SUPPORTING COPPER PIPING (MICHIGAN #100). SPACE HANGERS AS REQUIRED BY CODE, WITH A MINIMUM OF ONE HANGER PER PIPE JOIST. SUPPORT HANGER FROM TOP OF STRUCTURAL MEMBER. DO NOT SUPPORT FROM ROOF DECK OR OTHER EQUIPMENT. VERTICAL PIPING SHALL BE SUPPORTED WITH STANDOUT HANGERS AT EACH JOINT AND RISER CLAMPS AT FLOOR AND ROOF. SMALL PIPING (3/4" OR LESS) IN WALLS MAY BE SUPPORTED FROM METAL WASTE OR VENT PIPING USING WEJ —IT "ADJUSTABLE SPACER SYSTEM" COMPONENTS. C. TESTING TEST ALL PLUMBING PIPES AS REQUIRED BY STATE, CITY OR LOCAL CODES AND ORDINANCES. TESTS SHALL BE MADE IN THE PRESENCE OF THE PROPER INSPECTION AUTHORITIES, AUTHORIZED REPRESENTATIVE OF TENANTS ARCHITECT AND /OR THE LANDLORD'S ARCHITECT. FURNISH ALL NECESSARY TEST CERTIFICATES TO THE ARCHITECT. D. DISINFECTING WATER PIPES DISINFECT THE ENTIRE WATER SUPPLY SYSTEM, FILLING WITH A SOLUTION OF 50 PPM OF AVAILABLE CHLORINE AND ALLOW TO STAND SIX HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. E. PIPING INSULATION: EDIT FOR THICKNESS REQUIRED. INSULATE DOMESTIC HOT WATER, COLD WATER AND CONDENSATE PIPING WITH 1/2" FIBERGLASS, WITH ALL PURPOSE JACKET: SEAL ALL JOINTS. INSULATE FITTINGS WITH MITERED SEGMENTS AND VAPOR SEALS, INSULATE ALL EXPOSED WASTE AND WATER PIPING ON HANDICAP FIXTURES USING TRUBRO KIT NO. 102W WITH ACCESSORY NO. 105, OR APPROVED EQUAL. F. CUTTING AND PATCHING THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED TO INSTALL ANY PORTION OF THIS WORK. PATCH WITH NEW MATERIALS OF THE SAME TYPE THAT WAS REMOVED. REFINISH PATCHED SURFACE TO MATCH EXISTING ADJACENT SURFACES. ALL ROOF PENETRATION BY LANDLORD'S ROOF CONTRACTOR AT FIFE CONTRACTOR'S EXPENSE. G. SANITARY SEWAGE CONNECT NEW WASTE PIPING TO EXISTING SANITARY WASTE AT THE APPROXIMATE LOCATION SHOWN. VERIFY EXACT LOCATION AND INVERT ELEVATION BEFORE COMMENCING WORK. H. COLD WATER SERVICE FURNISH AND INSTALL NEW COLD WATER PIPING FROM EXISTING PIPING TO, AND INCLUDING CONNECTION TO, NEW PLUMBING FIXTURES AND HOT WATER HEATER AS SHOWN ON PLANS. 1. 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 PWM8ING ACCESSORIES BACKFLOW PREVENTER: FURNISH AND INSTALL WATTS SERIES 7, OR APPROVED EQUAL BACKFLOW PREVENTER WHERE SHOWN ON DRAWING. 15030 FIRE SPRINKLERS: A. SYSTEMS THE FIRE SPRINKLER SYSTEM AND HEAD LOCATIONS SHALL BE PER TENANTS FIXTURES, PARTITIONS, SOFFITS, DROPS, CEILING HEIGHTS, ETC. SPRINKLER SYSTEM TO INCLUDE DROPS, HEADS AND FACILITIES FOR PROPER DRAINAGE. DESIGN WET SPRINKLER SYSTEM FOR ORDINARY HAZARD GROUP 2 PER LATEST EDITION OF NFPA 13. THE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED BY A LICENSED FIRE PROTECTION CONTRACTOR IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD, LANDLORD'S FIRE INSURANCE UNDERWRITER, AND ALL GOVERNMENTAL AGENCIES AND AUTHORITIES HAVING JURISDICTION OVER THE PREMISES. COMPREHENSIVE SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE APPROVAL BY THE OWNER LANDLORD. LANDLORDS FIRE INSURANCE UNDERWRITER, AND THE FIRE RATING INSPECTION BUREAU (FACTORY MUTUAL). SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL FIRE MARSHALL'S OFFICE AND RECEIVE THEIR APPROVAL BEFORE ANY INSTALLATION CAN BEGIN. APPROVED DRAWINGS MUST BE AT THE JOB SITE DURING CONSTRUCTION. 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 ST1EEL. HANGERS SHALL BE AS REQUIRED BY NFPA 13. UPON COMPLETION OF THE SYSTEM AND ON POSSESSION OF PREMISES, SUBMIT A WRITTEN CERTIFICATE TO LANDLORD FROM THE UNDERWRITER STATING THAT THE SYSTEM WAS INSPECTED AND APPROVED. 15040 HEATING, VENTING AND AIR CONDITIONING: (THE WORD CONTRACTOR IN THIS SECTION SHALL REFER TO TENANT MECHANICAL CONTRACTOR). A. SCOPE UNLESS STATED OTHERWISE, THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSULATION OF A COMPLETE AND TENANT ACCEPTABLE OPERATING HEATING AND AIR CONDITIONING SYSTEM HEREIN DESCRIBED, AND AS SHOWN ON PLANS. THE SPACE IN GENERAL SHALL BE HEATED AND COOLED BY MEANS OF A PACKAGED ROOFTOP AIR CONDITIONING UNIT(S) WITH GAS HEAT AND UTILIZING A DX COIL AND PACKAGED AIR COOLED CONDENSING COMPRESSING UNIT(S) FOR COOLING. B. ROOFTOP AIR CONDITIONING UNIT(S) PROVIDE CARRIER, TRANE, OR APPROVED EQUAL ROOFTOP AIR CONDITIONING UNIT(S) AS SCHEDULED ON THE DRAWINGS. UNIT(S) SHALL BE COMPLETE WITH BELT— DRIVEN FAN, ADJUSTABLE DRIVE, INTERNALLY INSULATED HOUSING, DIRECT EXPANSION COOLING COIL, GAS HEAT, COMPRESSOR, AIR COATED CONDENSER, DRIP PAN, FILTER SECTION WITH THROWAWAY PLEATED FILTERS, INTERNAL VIBRATION ISOLATORS, AND 14" HIGH ROOF CURB. FURNISH UNIT(S) WITH ADDITIONAL ACCESSORIES AS SCHEDULED ON THE DRAWINGS. VERIFY OPERATING VOLTAGE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING. C. CONTROLS PROVIDE ALL CONTROLS, WIRING, SENSORS, RELAYS. ETC. FOR A COMPLETE OPERATING SYSTEM THAT IS COMPATIBLE WITH INSTALLED EQUIPMENT ARID ALL LANDLORD REQUIREMENTS, INCLUDING EMERGENCY SHUTDOWN OF HVAC EQUIPMENT, UNLESS NOTED OTHERWISE. PROVIDE MULTI- -STAGE HEAT /COOLED PROGRAMMABLE THERMOSTAT COMPATIBLE WITH INSTALLED EQUIPMENT AND LANDLORDS SYSTEM. THERMOSTAT SHALL BE HONEYWELL T -7300 OR EQUIVALENT PRODUCT FURNISHED BY THE MANUFACTURER OF THE INSTALLED EQUIPMENT. THERMOSTAT SHALL BE MOUNTED 5' -6" ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE ON THE DRAWINGS. D. SEQUENCE OF OPERATION OCCUPIED HOURS: SUPPLY FAN SHALL OPERATE CONTINUOUSLY AND THE OUTSIDE AIR DAMPER SHALL BE OPEN TO THE MINIMUM POSITION. DX COIL OR GAS SHALL CYCLE TO MAINTAIN SPACE TEMPERATURE SETPOINT. UNOCCUPIED HOURS: OUTSIDE AIR DAMPER SHALL BE CLOSED. SUPPLY FAN AND CONDENSING UNIT OR ELECTRIC HEATING SHALL CYCLE TO MAINTAIN SPACE TEMPERATURE SETPOINT. ECONOMIZER MODE: DIFFERENTIAL ENTHALPY CONTROLLED ECONOMIZER SHALL ACTIVATE WHENEVER THE OUTSIDE AIR ENTHALPY 15 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 "8" 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 IS BEING PUT IN SERVICE. ASSEMBLE IN PORTFOLIO FORM AND DELIVER TO TENANT BEFORE FINAL PAYMENT IS MADE FOUR (4) COMBINED SETS OF SHOP DRAWINGS, MANUFACTURERS BULLETINS OR OTHER DATA AS REQUIRED COVERING THE CARE, MAINTENANCE, AND OPERATION OF EACH PIECE OF EQUIPMENT FURNISHED. I. DIFFUSERS. GRILLES AND REGISTERS FURNISH AND INSTALL: 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 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. 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. 2897 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 REGISTERED ARCHITECT KEI I STATE OF WASHINGTON 6294 Architect Registration Issues By Check PERMIT KLS RECEIVED CITY OF TUKWILA APR 2 4 7008 PERMIT CFNITPIP 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) 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. SFPARAT1F. PER AND APPROVAL REQUIRED M -3 PLUN BIND 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 -65 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. GENERAL PLUMBING NOTES t ALL PLUMBING INSTALLATIONS SHALL COMPLY WITH STATE AND LOCAL CODES. 2. PLUMBING CONTRACTOR SHALL MAKE CORRECTIONS IF WATER SUPPLY AND DRAINAGE FOR THE BUILDING ARE REVERSED. 3. INSTALL ALL THREADED CLEANOUT PLUGS WITH PIPE DOPE TO ALLOW EASY REMOVAL IN THE FUTURE. 4. IT WILL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO INSURE THAT ITEMS TO BE FURNISHED UNDER PLUMBING CONTRACT WILL FIT THE SPACE AVAILABLE — PLUMBING CONTRACTOR SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPACE REQUIREMENTS, INCLUDING THOSE FOR CONNECTIONS AND SHALL FURNISH AND INSTALL SUCH SIZES AND SHAPES OF EQUIPMENT THAT ARE THE TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 5. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, FLOORS, AND ROOF WITH EACH CONTRACTOR RESPONSIBLE FOR 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. SCALE: N.T.S. WC TO TRAP PRIMER CONNECTION AT FD F] LAV WATER RISER DIAGRAM PROVIDE BALL VALVE. N— 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. EXTEND NEW 4" SS TO EXISTING SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. 4 ," SCALE: N.T.S. wco 3" FD W /TRAP PRIMER EXTEND NEW 4" SS TO EXISTING SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. PLUMBING PLAN SCALE: 1 /4" = 1 -0" r—PROVIDE AND INSTALL JIL 4" V.T.R. I I LAV WASTE RISER DIAGRAM rA p f 0 rj###d##/##7/1J # 2897 Southcenter Mall Tukwila, WA 98188 mita 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.smithca.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 03.31.08 Project Number 02008018.00 Description PLUMBING PLAN Computer File CW05- -2008- -P1,DWG Scale AS NOTED Template 4.3 (120101) PrPM17 /AND A77^ OVAL fL-ZLiIRED Architect Registration REGISTERED ARCH•ECT KEI ' 1 STATE OF WASHINGTON 6294 Issues By Check PERMIT KLS titGtiVaD ciTY OF TUKWILA APR 2 4 2008 PL.RNVII I 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. rr,6i, inr A