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Permit D08-225 - WESTFIELD SOUTHCENTER MALL - FAST FIX - IMPROVEMENT
FAST FIX 1159 SOUThCENTER MALI. D08 -225 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: hap://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 -225 Occupant /Tenant: FAST FIX Building Address: 1129 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RETAIL Occupancy Group /Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y 21 BUILDING 0 ' CIAL DAT THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us 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 -225 Occupant /Tenant: FAST FIX Building Address: 1159 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RETAIL Occupancy Group /Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: BUILDING OFFI IAL 21 ANL si ' -4/ / THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES CitAbf Tukwila Parcel No.: 6364200010 Address: 1129 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: FAST FIX Address: 1159 SOUTHCENTER MALL , TUKWILA WA Contact Person: Name: KEITH SMITH Address: 1725 WESTLAKE AV N, STE 210 , SEATTLE WA 98109 Phone: 206 713 -4076 Contractor: Name: SWINERTON BUILDERS Address: 260 TOWNSEND ST , SAN FRANCISCO CA 94107 Phone: 415- 984 -1248 Contractor License No: SWINEB *992DR DEVELOPMENT PERMIT 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 - 225 Issue Date: 05/19/2008 Permit Expires On: 12/28/2008 Expiration Date: 12/28/2008 Value of Construction: $100,500.00 Fees Collected: $2,531.88 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 D08 -225 Printed: 07 -21 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Signature: Print Name: City &Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Ai/ . A(k / I hereby certify that I have read and governing this work will be complied ed this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. The granting of this p rmi does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the rfo ance of work. I am autlized to sign and obtain this development permit. Permit Number: D08 -225 Issue Date: 05/19/2008 Permit Expires On: 12/28/2008 Date: Rik fi Date: / — / *--O 6 This permit shall become null and void if the work }4 not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D08 -225 Printed: 07 -21 -2008 Parcel No.: 6364200010 Address: 1129 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: WESTFIELD VANILLA BOX Address: 1159 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: CitAbf Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Contact Person: Name: KEITH SMITH Address: 1725 WESTLAKE AV N, STE 210 , SEATTLE WA 98109 Phone: 206 713 -4076 Contractor: Name: SWINERTON BUILDERS Address: 260 TOWNSEND ST , SAN FRANCISCO CA 94107 Phone: 415- 984 -1248 Contractor License No: SWINEB *992DR DEVELOPMENT PERMIT 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 - 225 Issue Date: 05/19/2008 Permit Expires On: 11/15/2008 Expiration Date: 12/28/2008 Value of Construction: $100,000.00 Fees Collected: $2,471.55 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 D08 -225 Printed: 05-19 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City c,llITukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D08 -225 Issue Date: 05/19/2008 Permit Expires On: 11/15/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: The granting of this pe construction or the p Signature: Print Name: doc: IBC -10/06 oka I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. oes not presume to give aut ance of work. I am authorize LDO ((,), Date: s -" tc - � 7/ to violate or cancel the provisions of any other state or local laws regulating gn and obtain this development permit. Date: � ? (/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -225 Printed: 05-19 -2008 Parcel No.: 6364200010 Address: 1129 SOUTHCENTER MALL TUKW Suite No: Tenant: FAST FIX 1: ** *BUILDING DEPARTMENT CONDITIONS * ** S City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -225 Status: ISSUED Applied Date: 04/25/2008 Issue Date: 05/19/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: 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 -225 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: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 26: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 27: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 28: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 29: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk doc: Cond -10/06 D08 -225 Printed: 07 -21 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 30: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 31: 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) 32: 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) 33: An electrical permit from the City of Tulcwila Building Department Permit Center (206- 431 -3670) is required for this project. 34: 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. 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: 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 -225 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 give authority to violate or cancel the provision of any other work or local laws regulating construction or the p rformance of work. Signature: Print Name: doc: Cond -10/06 • 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Date: D08 -225 Printed: 07 -21 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 1129 SOUTHCENTER MALL TUKW WESTFIELD VANILLA BOX 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ei.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -225 ISSUED 04/25/2008 05/19/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: 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 -225 Printed: 05-19 -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: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 26: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 27: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (ffC 901.4) 28: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 29: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk doc: Cond -10/06 D08 -225 Printed: 05 -19 -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 Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 30: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 31: 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) 32: 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) 33: An electrical permit from the City of Tulcwila Building Department Permit Center (206 - 431 -3670) is required for this project. 34: 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. 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: 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 -225 Printed: 05-19 -2008 Signature: Print Name: J V (/3 doc: Cond -10/06 • 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. O Date: D08 -225 Printed: 05-19 -2008 Site Address: / /Al Tenant Name: Property Owners Name: Mailing Address: Name: Mailing Address: /^^ ,^,� .�j� y; E -Mail Address: 6- 1' L G. s /Y t G l vi CQ # 2 ,GENERAL CONTRACTOR INFORMA Contractorinformation forMechanical 4) for lumbin and Gas Piping 5 � (pg ) g P g �Pg 5)) ARCHITECT OF REC Company Name: Mailing Address: Contact Person: E -Mail Address: ENGINEER b F REC Company Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** �I 4- anW a6 41G 1 B' PlIW - rII'Ir i l lIMINEN1 n: :A tate Q:Wpplications\Fonns- Applications On Line n -2006 - Permit Application.doc Revised 9 -2006 bh ng Co Assessor's Tax No.: 6 "/z e, - d 0 Suite Numb Floor: l 5 New Tenant: xi Yes ❑..No CONTACT PERS o do w contact when your permitt is ready to be issue IjiTR / A Day T- lephone: City Fax Number: Company Name: P • Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Mans must be wet stamped by Architect of Record Mans must be we stamued City Day Telephone: Fax Number: eer ofRecor Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: ?40 s Z i State 4 t State State (3 Zip Zip a9 Page 1 of6 ... ,.E xistin k? InterioiRemodel Ad dition toy - � Existin stin Structure < A {� ki3 T ' '� T� r , :New . ° f P �S' � � g � Consfru pet IBC k -';� �� ^.. � .`"" Occupancy per k . IBC. ' oor o8 T -a All 2' Fl oor I ' Floors t4 *rn:ent Accessory Structure' F$i Attached Garage Det ached Garage Att { Ca rport Ietached Carpo Covered Dec , Uncovered Dec tt ` BUILDING PERMIT INFORMATION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ l '� >> Scope of Wo k (plea e prov ' e detailed i • formation): t plvin Will there be new rack storage? ❑ Yes Existing Building Valu. ion: $ No If yes, a separate permit and plan submittal will be required. rovide All Building Areas in Square Footage Below PLANNING DIVISION: Single famil 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 rovide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 31.,` Sprinklers Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materia in the building? ❑ Yes No If `yes , attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Sewer District .Tukwila El ...Sewer Use Certificate ❑ ...Total Cut ❑ ...Total Fill PUBLIC WORKS PERMIT INFORMATION - 206 -017 Scope of Work (please pro vide d ailed information): cubic yards cubic yards Q: Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised 9 -2006 bh Water District Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Proposed Activities (mark boxes that apply): El ...Right -of -way Use - Nonprofit for less than 72 hours El ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right-of-way El .. Highline ❑...ValVue ❑ .. Renton ❑ ... Sewer Availability Provided Call before you Dig: 1 800 - 424 - 5555 ❑ .. Work in Flood Zone ❑ .. Storm Drainage Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Renton El .. Seattle Septic System: El On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): El ...Civil Plans (Maximum Paper Size —22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report El ...Traffic Impact Analysis ❑ ...Bond El .. Insurance El .. Easement(s) ❑ .. Maintenance Agreement(s) El ...Hold Harmless — (SAO) El ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance El ...Sanitary Side Sewer El .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut El .. Trench Excavation El ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # El ...Temporary Water Meter Size .. 71 WO # ❑ ...Water Only Meter Size I, WO # ❑...Deduct Water Meter Size El ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ._.Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct / Thermostat 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 stm System Y Incinerator - Domestic Other Mechanical Equiprneni ,/ e I l 'Ci M. iG Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL PERMIT 'INFORMATION = 206 -431 -3670 MECHANICAL CONTRA TOR INFORMATION Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (plcase ppoyide etail information): Use: Residential: Commercial: Q:\ApplicationsWorms- Applications On Line \3 -2006 - Permit Application.doc Revised 9 -2006 bh New .... ❑ Replacement .... ❑ New .... Replacement .... ❑ U Indicate type of mechanical work being installed and the quantity below: State Zip V/14/ 6941 ire4 eke Fuel Type: Electric Gas ....E Other: Page 4 of 6 Fixture Type: 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 / Sinks Dental unit, cus I idor Shower, sin • le head trap Urinals Dishwasher, domestic, with independent drain Lavatory ( Water Closet / I Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent I Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment ) / Repair or alteration of drainage or vent piping / Medical gas piping system serving one to five inlets/outlets for specific gas Company Name: Mailing Address: • P G AS P I -- 2 -431'- 3670':' PLUMBING AND GAS PIPING CONTRACTOR INFORMATION City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ OC" () Valuation of Gas Piping work (contractor's bid price): $ n, /e Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: 7'vAgv Q:\Applications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised 9 -2006 bh Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: State Zip Sewer: Page 5 of 6 PERMLT APPLICATION NOTES Applicable to all permits in' this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE I R - J . I RIZED AGENT: Signature: Print Name: Mailing Address: Date Application Expires: 1 0 Date Application Accepted: Q:\Applications\Forms- Applications On LineU -2006 - Permit Application.doc Revised: 9 -2006 bh Day T ephone: cup e zco Date: 4 ( 4— f! 666 A � /I a State Staff Initials: tp Page 6 of 6 T1""• orrerme no RECEIPT NO: R08 -02677 Initials: JEM User ID: 1165 Payee: DAVID R. WORLEY City of Tukwila SET TRANSACTIONS: Set Member Amount 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 -143 71.88 D08 -168 618.36 D08 -169 60.00 D08 -218 71.88 D08 -219 60.00 D08 -221 60.33 /D08`- -225 3 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 RECEIPT 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 Payment Date: 07/21/2008 Total Payment: 1,745.91 -109 07/21 171:} nfi 1745,91 n.,..• arrc•rasa 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 • 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 Parcel No.: 6364200010 Permit Number: D08 -225 Address: 1129 SOUTHCENTER MALL TUICW Status: APPROVED Suite No: Applied Date: 04/25/2008 Applicant: WESTFIELD VANILLA BOX Issue Date: Receipt No.: R08 -01705 Initials: WER Payment Date: 05/19/2008 12:01 PM User ID: 1655 Balance: $0.00 Payee: DAVID WORLEY TRANSACTION LIST: Type Method Descriptio Amount tine RArAint -OR Payment Check 8047 1,641.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Total: $1,641.50 Payment Amount: $1,641.50 1,277.00 360.00 4.50 2585 05/19 9711 TOTAL 3283.00 PrintAr1! O5- 19 -2nnR RECEIPT NO: R08 -01333 Initials: JEM User ID: 1165 Payee: WESTFIELD SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www. ci. tukwila. wa. us DOS 2 :25 830.05 EL08 -466 123.00 MO8 -116 112.75 PG08 -132 29.00 TOTAL: 1,094.80 ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT • Payment Date: 04/25/2008 Total Payment: 1,094.80 SET ID: S00000 10 1 1 SET NAME: Tmp set/Initialized Activities TRANSACTION LIST: Type Method Description Amount Payment Check 06012502 1,094.80 TOTAL: 1,094.80 Account Code Current Pmts 000.345.832.00.0 123.00 000/345.830 971.80 TOTAL: 1,094.80 1648 04/25 9711 TOTAL 1094.80 Project: r r- Type of Inspection: nol 1, �, Address: It 2, M AI( Date Called: Special Instructions: Date Wanted: - 7 - Z Lf 06 a.m. p.m. Requester: Phone No: • INSPECTION RECORD Retain a copy with permit Doe ZZ S PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 INSPECTION NO. 53 .4222ved per applicable codes. Corrections required prior to approval. COMMENTS: 0 " -- ) - Ap Pae✓P4 � C -t, i 44A3( f P a1 (Date: $ 0 REINSPECT') N FEE REQUIRE I. Prior to inspection, fee must be pa at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project_ _ 4— I #" l q.- Type—of Inspection: Z l$ N w i t bV Address: ll m A - l( Date Called: Special Instructions: Date W 2_ } _ O© Requester: Phone No 120,- `79 3 - Q INSPECTION NO. INSPECTION RECORD Retain a copy with permit a PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -67(0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: 7 / z/ 4 p i $60.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: • pi a'6'._ _ .C'.- Project: l l LYe-6 41 r A A AP/ Type of Inspection: `1 i/ 'LL,iylInG j _ Date Called: // Address: f/2 f i 1, // Special Instructions: Date Wanted: / i 7b T P.m. Requester: Phone No: 11 Approved per applicable codes. 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 -3 Corrections required prior to approval. COMMENTS: TtR 'Terid r "Jai exi/1 AY/Art.0 / , — e>rc4? * P Iur R l ►.ottA,l'S 1 $60.0Q"EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project0 AV � P AV Type of Inspection: Address: ll.2-9 444-11 Date Called: Special Instructions: Date Wanted:: [9 / ,®Ae P.m. Requester: Phone No: 36D g 4.392 3 Dog -..22 - IN ECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 �\ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( -3670 LI Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: A- pt),4,h 1 — 21! P P 47 ('d vale 14 Date: /304 g El $60. 17 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai .4t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: • ,C/ V A r Ay j , Type of Inspection�' /13 Address: // 2/ iM./ Date Called: _ Special Instructions: Date Wanted: & / � 1 #7 foe a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION !p► 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 4 !n/ x.115 Pe '$ , Date: 6 1 / L 4 El $60. )Js REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: n LA= ' 1/1 r3 #x( Type of Inspection: / .0 /,7 e W i Address: ii i mu Date Called: Special Instructions: . Date Wanted: C''/O- o6 sirm p.m. Requester: i,...tA T Phone No: 2 # • ?q,-32/2 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 M Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ok Inspector: INSPECTION RECORD Retain a copy with permit 1PP 2 -25 PERMIT NO. (206)431 -3670 Date: 6 - El $60.00 REI CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: . y H £~ � 'd Address: / / S /VILA— Suite #: Contact Person: Special Instructions: Phone No.: - - -- - f t t 1!/� • .. - : 0 - -- - -_ Z - - -- - - - - -- Occuriancy• Type: OX '-t 57a ex_ , j �� / ti � .f . ,i u >.-oc- - 6mc_In-- ---e •e• r. w•o 4.• > S. I. I r• r• sr... s•.• r. ms- .n.- ..mo - - ..•r a+.•m• ... +Kt. a° -. ° _ ....v. d s• rp.rrr. .S...ee 0.s t. .... r iir Project: r 4:v Type of Inspection: Olt iv Sp) cg.. Address: / / S /VILA— Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: c+ • Hood & Duct: Monitor: Pre -Fire: „permits: . Occuriancy• Type: _eiVet F. el'' X19 `alCieSC,3�K... •`: Mr,.te - ::1+.' x W�Yc:�r..ci:aiv+i'sr!- 5`+wi' ,. 4!aie;, r`ek ! R`.w.we?Y • 5 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF.TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. Corrections required prior to approval. Inspector: imieviA A/2.- Date: 1/7 0 rs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc • 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Type of Ins ection: -re. hJeeL Address: / I xot S c _ 714.4-i. C.. Suite #: Contact Person: Special Instructions: r Phone No.: Monitor: r arc ; Pre -Fire: Permits: 4.. p . Occupancy Type: in f........ .y+.. .t.i.3. 0..y .i.:rs .- 73:.t4'.'r• • . • w•5.. L'_' 4 ' •.....ti ..... L.4 .:ti .. ..- .-.....- .1.:.''. r .... .'$'. -. _.. Project: C!t+ C. K Type of Ins ection: -re. hJeeL Address: / I xot S c _ 714.4-i. C.. Suite #: Contact Person: Special Instructions: r Phone No.: Needs Shift Inspection: fr Sprinklers: Y Are Alarm: J Hood & Duct: t./ Monitor: r arc ; Pre -Fire: Permits: 4.. p . Occupancy Type: in ..IIVSPEc ION NUMBER ti INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 - 206= 575 -4407 CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. Inspector: Date: id Hrs.: ' ." $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.DoC.. 1/13/06 n Corrections required prior to approval. T.F.D. Form F.P. 113 r COMMENTS: - Type of Inspection: • , r•A / .5iPie wit/A/tett-I Address: 11 Z1 SC Suite #: • i A-LA- • Special Instructions: -L U. ikYL - v•► plt-- Phone No.: ,.• Pre -Fire: Permits :. ,, . . . • • a• Occupancy Type: 1M Iarc'C .,.a- C.004441...,-.. - VA-A1 Ar pig e.— _ 011. . r Project: ST ct s - Type of Inspection: • , r•A / .5iPie wit/A/tett-I Address: 11 Z1 SC Suite #: • i A-LA- Contact Person: Special Instructions: ' •1 Phone No.: Needs Shif Inspection: ' ' Sprinklers: • i AreAlarm: ,1 Hood & Duct: •1 Monito'r: — ,.• Pre -Fire: Permits :. ,, . . . • • a• Occupancy Type: . lv�ii r�lh�:vi 6 • 2- INSPECTION NUMBER L CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit {Date: 7/z / O8 Word/Inspection Record Form.Doc • 1/13/06 rWyt 19 1 2, tae- PERMIT NUMBERS Corrections required prior to approval. Hrs.: rs.. 1 n $80.00 REINSPECTION FEE.REQ,UIRED You= will receive an invoice from the City of Tukwila Finance Department. Cali'to schedule a reinspection. . T.F.D. Form F.P. 113 d Project: , (iki J(A. kg 61( Sprinklers: of Inspection: /` AO 0 Address: // 0, Suite #: 5, c . L Con , e on: Special Instructions: - f . Phone No.: Needs Shift Inspecction: Sprinklers: Are Alarm: Hood & Duct: . Monitor: Pre -Fire: - f Permits: Occupancy Type: / a. COMMENTS: iYoi O 5 -t a oo c3 Boa V V _ _ . —_ 6k to r_et) Inspector: Date: $ Hrs.. a 1 INSPECTION NUMBER w og Y a Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 the City of Tukwila Finance 'Department: Canto schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS 206 - 575 -4407 n Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from T.F.D. Form F.P. 113 liMiNIMIIINIMINIUMillEillISIE September 23, 2008 City of Tukwila Building Department 6200 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 Project: Vanilla Shelves Permit Number: D08225 Address: 633 Southcenter Parkway, Space 1076 Tukwila Job Number: 08 -0444 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Epoxy grouting 2. Reinforcing steel for concrete 3. Reinforced concrete Sincerely, OTT ROSENAU & ASSOCIATES, INC. e _ Susan Rosenau -Moser Vice President Email c: Mr. Rod Okitsu OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com RECEIVED SEP 2 5 1008 COMMUNITY DEVELOPMENT OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Report Number: RC59162 Permit Number: D08225 Job Number: 08 -0444 Project: Vanilla Shelves Address: 633 Southcenter Mall Parkway, Tukwilla Inspector: Ross Bogle Description /Location: Inspected reinforcing steel and placement of concrete for pipe chase infill at north end of store. Reinforcing steel as per plans. Resteel Verified: Yes 7/2/2008 by Ross Bogle Grade: 60 Mfg: Nucor Placement Data Design n Actual ❑ Batch Weights /Cubic Yard Supplier: Bestway Cement (Ibs /type): 564# Mix Number: Fine Agg. (Ibs): 1230# Slump Spec: 4" - 5" Coarse Agg. (lbs/size): 1900# 3/4" Slag (Ibs): W/C Ratio Spec: Coarse Agg. (lbs/size): Air Spec: N/A Coarse Agg. (lbs/size): Total Yards: Fly Ash (Ibs): Placed Via: Wheelbarrow Water (Ibs or gal): 275# Consolidated: No Admixtures s eci 6 oz. WRA (P tYk Required Strength (psi): 4000 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1 -4 1:30 pm 2.00 0 gal. 5" N/A 70 °F 70 °F N/A N/A Weather: Overcast Date Samples Picked Up: Specimen Number Copies to: Client ❑ Contractor ❑ Architect Building Dept ❑ Engineer Uv Batch Plant Test Date 7/9/08 COMPRESSIVE TEST RESULTS 1 • = Discarded Tested in general accordance to: ASTMC39 p ASTMC617 ❑ ASTMC1231 Technical Responsibili Client: Okitsu Construction, Inc. Address: 1428 Whitworth Avenue S, Renton Date: 7/2/2008 7 4 x 8 12.58 8.76 43,380 3450 David Lyal, Technical Director Slump Range: -- Air % Range: -- 7/3/2008 Initial Curing Method: Excluding ASTM C31- 12.1.5 Initial Curing Temp: Excluding ASTM C31- 10.1.2 Comments REINFORCING / PLACEMENT: Conforms 5 Does Not Conform ❑ Field Age Size Area Weight Max Load Strength Fracture Type Cure (Days) (in.) (Sq.In.) (Lbs.) (Lbs.) (psi) (other than cone) This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES INC. RECEIVED Geotechnical Engineering, Construction Inspection & Materials Testing WI" 2 a 2009 Report Number: 85368 Description: Epoxy Grouting (Rebar) COMMUNITY CONSTRUCTION INSPECTION REPORT DEVELOPMENT Project: Vanilla Shelves Permit Number: D08225 Address: 633 Southcenter Mall Parkway, Tukwila Job Number. 08 -0444 Client: Okitsu Construction, Inc. Client Address: 1428 Whitworth Avenue South, Renton Inspector and Date Remarks Dusty Johnston, Ryan Estrada (trainee) 7/2/2008 Observed the cleaning of (31) %" diameter 4" deep holes into existing slab and the epoxy grouting of / diameter grade 60, dowels from Nucor. Simpson Strong Tie ET22 epoxy (expires 2/29/2009) was used according to manufacturer's directions. Work performed in Store #1076. Conforms Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: Engineer David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 85361 Description: Epoxy Grouting (Rebar) Conforms Copies to: X Client Contractor Architect X Building Dept. Engineer CONSTRUCTION INSPECTION REPORT Project Vanilla Shelves Permit Number: D08225 Address: 633 Southcenter Mall Parkway, Tukwila Job Number: 08 -0444 Client Okitsu Construction, Inc. Client Address: 1428 Whitworth Avenue South, Renton Inspector and Date Remarks Dusty Johnston Observed the cleaning of (24) 4" deep %" diameter holes and #4 slab dowels epoxy grouted into 6/25/2008 existing slab. Simpson Strong Tie ET22 epoxy (expires 2/29 /2009) was used according to manufacturer's directions. Technical Responsibility: IR�IG �1 \l IClJ JUL 2 3 2008 @QMMUNfre DEVELOPMENT David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. IGng Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888-OTTO -4-US - Fax (206) 723 -2221 Form No.: ADM!N- -63-01 (Rev 05/03) Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV3 - Location FMB -1 TITUS DTFS SIZE D 80 500 Econo `- ' APPR43 M -1 Applicant Address: 1725 WeatlakeAve. N., Suite 210 Applicant Phone: Seattle, WA 98109 MAY 16 2006 APR 2 52008 PERMIT CENTER Ci' V►f 11.krvila RI El DT Pi nit/MON Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM Sp' HP /BHP Flow Control Location of Service EF -1 GREENHZCK SP -B110 100 80 W Cv 24-1 Ktl;EIVW CITY OF TUK1MLA APPR43 `�/ WED Applicant Address: 1725 WeatlakeAve. N., Suite 210 Applicant Phone: Seattle, WA 98109 MAY 16 2006 APR 2 52008 PERMIT CENTER Ci' V►f 11.krvila Heating Equipment Schedule REVIEWED Project Address Equip. ID Brand Name Model No. Capacity Btu /h Total CFM OS '�++ J ° or ono? g� 'l Pp_ 6C n p � T FOR L r' p t to 4 Efficiency FMB -1 TITUS 3 APPR43 `�/ WED Applicant Address: 1725 WeatlakeAve. N., Suite 210 Applicant Phone: Seattle, WA 98109 MAY 16 2006 Ci' V►f 11.krvila RI El DT Pi nit/MON Project Info Project Address 1129 Southcenter Mall Date 4/7/2008 Tukwila, WA 98188 For Building Dept. Use Applicant Name: Keith L. Smith Applicant Address: 1725 WeatlakeAve. N., Suite 210 Applicant Phone: Seattle, WA 98109 Mechanical Summary MECH -SUM 2006191,shington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. Includes Plans 2006 Washington State Nonresidential Energy Code Compliance Form FILE C Drawings must contain notes requireing compliance with commissionrn irements•- Section 1416 Revised July 2007 Compliance Option Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for gel; & 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. 'If available. 2 As tested accord ng to Table 14 -1A through 14 -1G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). PO'22925 t0,g... J. 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? ❑ <70% outside air? Mechanical Summary (back) MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Form 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. <5000 cfm? Econo ncluded? Air Cooled, Constant Vol? <70% OSA Use Complex Systems (section 1430) ingle Package Unit? •ol Ca. <20,000 :tuh? otal Ca . wo economize <240,000 Btuh or 10 %? plit Syste <= 84,000 Btuh? Outd or Adjacent to utdoor of Ca <54,000 Btuh? Heating Only Reference Section 1421 Yes — Yes* Heating /Cooling or Cooling Only Yes Yes • I Reference Section 1423 Yes Yes Yes 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 2006 Washington State Nonresidential Energy Code Compliance Forms -CHK Revised July 2007 Project Address 1129 southcenter Mall 'Date 4/7/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M -2 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M -1 1412.2 Deadband control Indicate 5 degree deadband minimum 1412.3 Humidity control Indicate humidistat 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage 1412.4.2 Optimum Start Indicate optimum start controls 1412.5 Heat pump control Indicate microprocessor on thermostat schedule 1412.6 Combustion htg. Indicate modulating or staged control 1412.7 Balancing Indicate balancing features on plans 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas 1422 Thermostat interlock Indicate thermostat interlock on plans • 1423 Economizers Equipment schedule 1413 Air economizers 1413.1 Air Econo Operation Indicate 100% capability on schedule 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance 1413.3 Integrated operation Indicate capability for partial cooling 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems 1414.1 Duct sealing Indicate sealing necessary 1414.2 Duct insulation Indicate R -value of insulation on duct 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements 1416.2.1 Commissioning Provide commissioning plan 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report 1434 Separate air sys. Indicate separate systems on plans yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 - 1454) 1440 Service water htg. 1441 Elec. water heater Indicate R -10 insulation under tank 1442 Shut -off controls Indicate automatic shut -off 1443 Pipe Insulation Indicate R -value of insulation on piping 1452 Heat Pump COP Indicate minimum COP of 4.0 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool heater controls Indicate switch and 65 degree control 1454 Pool covers Indicate vapor retardant cover 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form no is circ for any question, provide explanation: Project Info Project Address 1129 Southcenter Mall Date 4/25/2008 Tukwila, WA 98188 For Building Department Use Applicant Name: Keith Smith Applicant Address: 1725 Westlake Ave. N, Suite 210 Applicant Phone: Seattle, WA 98109 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM FILE COPY 1t ®e Revised Jut), 2007 - t: ir?Sejr ' MAY 1 6 200 REVIEWED FOR CODE COMPLIANCE APPROVED "!ithC"'n RECEIVED CITY OF TUKW ILA APR 2 5 2008 PERMIT CENTER 120`b -225 Project Info Project Address 1129 Southcenter Well Date 4/25/2008 Tukwila, WA 98188 For Building Department Use 101 Applicant Name: Keith smith Applicant Address: 1725 Westlake Ave. N, Suite 210 Applicant Phone: Seattle, WA 98109 Project Description 103 ❑ New Building ❑ Addition ' Alteration -/ Plans Induded 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.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 101 L2 - RECESSED FLUORESCENT 18 32.0 576.0 103 stock room 0.50 60.0 30.0 103 L2 - RECESSED FLUORESCENT 2 32.0 64.0 104 L2 - RECESSED FLUORESCENT 2 32.0 64.0 Location (floor /room no.) Occupancy Description Allowed Watts per ft2 .. Area in ft Allowed x Area 101 retail 1.50 488.0 732.0 103 stock room 0.50 60.0 30.0 104 toilet 0.80 60.0 48.0 Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form From Table 15-1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Allowed Watts Total Proposed Watts 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. 810. 704.0 Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised Ju'.:__ Project Address 1129 Southcentar Nail 'Date 4/25/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Decal — e - • 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 1514 Max. watts Indicate watts for each exit sign 131 LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts. watts per fixture no 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts. watts per fixture MOTORS (Section 1511) yes I 1511 IElec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency M_2 TRANSFORMERS (Section 1540) yes I 1540 (Transformers 'Indicate size and efficiency 1 E_2 I 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: r Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us ❑ Response to Incomplete Letter # Er Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 11 (1 i V aN l (14 &)C Project Address: /124 S € hi c' e- i k- /kg (/ •tA (L), /&. I WA- Contact Person: m4-KC / e PFk , /C Phone Number G - 92 — 6 7/ Summary of Revision: �+ See- n 4 rr 7 / i � ✓e. re-d; stray, s .6"P' Sheet Number(s): 14 / A "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on CC D in • • Plan Check/Permit Number: Di.) s- .2 a5 lapplicationsVomu- applications on line\revision submittal Created: 8 -13 -2004 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TuKtjp An 0 9 2009 PERMIT CENTER smith Co. May 9, 2008 Allen Johannessen City of Tukwila Building Department Tukwila, WA RE: CORRECTION LETTER #1 Development Application Number D08 -225 Westfield Vanilla Space — 1 129 Southcenter Mall Dear Allen, • • Below is the responses to your correction letter dated May I, 2008. I. Page A-1 door references outdated building codes a. Revised see sheet A- I 2. Wall partition P -6 shows drywall 6" down, show clear space. a. Detail revised indicating 6" clear at top of wall 3. Show 2" wall angle on sheet A -3 a. Added additional detail indicating the 2" wall angle Architecture I Design I Planning I Retail If you require any further information, please don't hesitate to phone me at (206) - 713 -4076. Regards, Keith L. Smith, AIA principal 1725 w e s t l a k e avenue north s u i t e 2 1 0 Seattle, Washington 98109 206.838.5485 p 206.464.0700 f May 6, 2008 Keith Smith 1725 Westlake Avenue N, Suite 210 Seattle, WA 98109 RE: CORRECTION LETTER #1 Development Application Number D08 -225 Westfield - Vanilla Box— 1129 Southcenter Mall Dear Mr. Smith, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206133 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl ll,Q,d -lQ¢ File No. D08 -225 wer • City of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center \Correction Letters\2008\D08 -225 Correction Ltr #I.DOC • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 I Building Division Review Memo • • Date: May 1, 2008 Project Name: Westfield Vanilla Box Permit #: D08 -225 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Page 1 -A door notes reference outdated building codes. Please revise notes including any other code notes and design specification to reference compliance with the current 2006 International Building Codes. 2. The wall partition P -6 shows drywall to be held down 6 inches. The intent is to hold the drywall down to provide a 6 inch "clear space" therefore providing for proper air plenum circulation between each tenant space. The track shown on the plan protrudes with in that 6 inch clear space therefore reducing that space to less than 3 inches. Please show the clears space with out the wall plate obstruction. 3. On the suspended ceiling detail on sheet A -3 show a 2 inch wall enclosure angle. (ASCE Standards 9.6.2.6.2.2.) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -225 PROJECT NAME: FAST FIX SITE ADDRESS: 1129 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # DATE: 7 -14 -08 Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: moo 400 Bui g'Division Fire Prevention Public Works ERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ( P1/1- 1 A TUES /THURS ROUTING: Please Route 17 Structural Review Required APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Structural Incomplete n V_C1 I VA_ 141'0 Planning Division El Permit Coordinator No further Review Required DUE DATE: 8 -14-08 DUE DATE: 7-17-08 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVIEWER'S INITIALS: DATE: Approved V Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -225 DATE: 05 -09 -08 PROJECT NAME: WESTFIELD VANILLA BOX SITE ADDRESS: 1129 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTM 11 ivision 6i3-0e0 .4)-n„(,_ B +i • g Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documentshouting slip.doc 2 -28-02 • PERMIT COORD COPY 41 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete El CI Planning Division Permit Coordinator DUE DATE: 05-13-08 Not Applicable ❑ Permit Center .Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: No further Review Required DATE: DUE DATE: 06-10-08 Not Approved (attach comments) ❑ DATE: t _ Permit Center Use Only . CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: }; �j7�:ti :S :•y: ••r r fa- . r r 4'17`.1` ACTIVITY NUMBER: D08 -225 DATE: 04 -25 -08 PROJECT NAME: WESTFIELD VANILLA BOX SITE ADDRESS: 1129 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bui di DI Ision ‘14-c 5 t Pilblic Works Complete Comments: TUES/THURS ROU ING: . Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: •PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP �I Fire Prevention Structural Incomplete n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-01 -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: 05 -29-08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Fr Notation: REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator ❑ Permit Center Use Only CORRECTION LETTER MAILED: 6 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 4/ REVISION NO. ` DATE RECEIVED STAFF INITIALS ISSUED STAFF INITIALS DATE STAFF INITIALS 01 1 WO Summary of Revision: A 012 A5- Summary of Revision: (J Tb - i fl i* Ply Iv tveftia -. 6-1 1 r.--.1-, 9A (..■ � f QL q4 (M.- Received by: �{-.G ( J -'-c REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION , NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: 11 , PERMIT NO REVISION LOG (please print) (please print) (please print) (please print) (please print) POEli 25 SITE ADDRESS: t ccot, (( ORIGINAL ISSUE DATE: (1 1 1 q r •k•1� • • 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. Date: 77 4 Plan ChecWPermit Number: DI.) (- ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ie4.5 7 / a( j c ( 'ir er/ ill e.4 � "e% L/' / ,' //� & X J Project Address: /12j, VO � c 7 ' / ' � C �- + te 1114 11 Contact Person: f 72eLru'det. �•� 0/..a ; cari Phone Number: e/ 1-' ---qD 2- 8,2-3 Summary of Revision: 07472d e Va n ,'l /4_ f? x A ' > x7zc r /o l7 c/465/e..4., /7v /'e/- e.GJJ" e s S 04-74? I s4 �C / ✓ /4 I o tu ' V Re . / w C.. e-r 11 iv re o /Gc.s l i y �i 7 1 4e. e e_s ,s ti . �J Vl/arlc b e- � ohe 6 n.' /!mac /fix % r �k 4'X re-.5 /46 e : Luuc . 655 c ate: /7 le /,4 17 .7_,A2e_reAtese. Sheet Number(s): •—1, / / 3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on lepplicationslforms- applications on Iine\revision submittal Created: 8 -13 -2004 • • Sev Steven M. Mullet, Mayor Steve Lancaster, Director RCEfVE® CITY OF T'UKrgm A IJUL 14 2005 'ci;wi l CENTS. April 24, 2008 Mr. Robert Benedicto Building Official City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 Ctry 7 IL4 RE: Request for Overtime Plan Review APR 2 5 2008 Westfield Vanilla Box, #1129 Southcenter Mall, Tukwila, WA 98188 aERMIrCENTEk 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. Sincerel Eri Barth Title Cc: Tenant file Josh Kimmel Southcenter Field Tenant Coordination rstfleld 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 ` '3i 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 or valve, >1.6 GPF 8 4 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 P7t or Type Property!. treat Address City • tjV d- 4',4"/ Owner's Name Subdivision Name Subdiv. # !� l Building Name �L7 / i T/ C t? yx f � ! ✓[a, 1/ Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 = RCE Lot # Block # (if applicable) Owner's Phone Number (with Area Code) - 6 2 -- 7/ Property Contact Phone Number (with Area Code) Owner's Mailing Address 633 h�1�jC's' , r'ZL� /v A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes A B RCE Was building on Sanitary Sewer? ❑ Yes fit.No Was Sewer connected before 2/1/90? ❑ Yes CtA`tD 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 /Proce : Estimated Waste later Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) RCE DOI- 2X 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 Co%mcil at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this informatio and any deviation will require resubmission of co ted data for determination of a revised capacity charge. Signature of Owner /Representative �� , ALAN. Date Print Name of Owner /Representative I t 171=ll /i■ License Information License SWINEB *992DR Licensee Name SWINERTON BUILDERS Licensee Type CONSTRUCTION CONTRACTOR UBI 409013296 Ind. Ins. Account Id CHIEF FINANCIAL OFFICER Business Type CORPORATION Address 1 260 TOWNSEND ST Address 2 City SAN FRANCISCO County OUT OF STATE State CA Zip 941071790 Phone 4159841248 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/19/2001 Expiration Date 12/28/2008 Suspend Date Separation Date Parent Company Previous License SWINEW *336J4 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date GILLETE, JAMES R CHIEF EXECUTIVE OFFICER 03/19/2001 BRINKHOFF, RANDALL DEAN CHIEF FINANCIAL OFFICER 08/05/2005 SUNDGREN, DONALD ERIC PRESIDENT 08/05/2005 CHAPMAN, JOHN BRYAN SECRETARY 08/05/2005 GRAY, LYN M SECRETARY 12/15/2002 Look Up a Contractor, Electrician or Plumber License Detail S Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Page 1 of 4 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SWINEB *992DR 05/19/2008 PROJECT GENERAL NOTES 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING. 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: A. TO COLUMN CENTER LINE / B. TO FINISH FACE OF CMU OR GWB. _ J 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN: 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 SLAB, UNLESS NOTED OTHERWISE. 7 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 NOT FOR LOCATION OF WATER RESISTANT GWB. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROQKIS, WAREWASH AND WET AREAS. 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 13. PROVIDE ONE TYPE 5E- 2A -10BC FIRE EXTINGUISHER PER 3,00 SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. 14. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NONRATE PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED PARTITIONS. 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE AND /OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP MATERIAL. 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS LISTED, UNO. 18. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. 19. MODIFY THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. 20. SPRINKLER HEADS MOUNTED IN HARD (GWB) CEILINGS TO BE FULLY RECESSED WITH WHITE CAPS. 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER RATING CRITERIA. 22. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED. 23. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS. 24. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND CASEWORK. FOR ADDITIONAL ABBREVIATIONS SEE OTHER DESIGN DISCIPLINES ACOUS. ADJ A.F.F. ALUM ANOD. APPROX. BD. B.F.F. BLDG. BLK. BLK'G. BM. BOT. BTWN. CB C.G. C.I. C.I.P. C.L. CLR. CLG. CMU COL. CONC. CONT. CONSTR. CONTR. C.T. DBL DIM. DTL. D.F. D.S. DWG. EA. E.F.S. E.I.F.S. ACOUSTICAL ADJUSTABLE, ADJACENT ABOVE FINISHED FLOOR (SLAB) ALUMINUM ANODIZED APPROXIMATE BOARD BELOW FINISHED FLOOR (SLAB) BUILDING BLOCK BLOCKING BEAM BOTTOM BETWEEN CATCH BASIN CORNER GUARD CAST IRON CAST IN PLACE CENTER LINE CLEAR CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS CONSTRUCTION CONTRACTOR CERAMIC TILE DOUBLE DIMENSION DETAIL DRINKING FOUNTAIN DOWNSPOUT DRAWING EACH EXTERIOR FINISH SYSTEM EXTERIOR INSULATION AND FINISH SYSTEM ELEV. ELEC. ENCL. EQ. EXH. EXIST. EXP. EXT. F.D. FDN. FF FHS FL. F.I.O. FIN. F.R.P.P. PANEL(S) FRT. FTG. GA. GALV. G.G. GWB H.B. H.C. H.M. HORIZ. H.P. HT. HTR. HVAC IBC INSUL. INT. JT. /JTS. ELEVATION ELECTRICAL ENCLOSURE EQUAL EXHAUST EXISTING EXPANSION EXTERIOR FLOOR DRAIN FOUNDATION FACTORY FINISH FLAT HEAD SCREW FLOOR FURNISHED AND INSTALLED BY OWNER FINISH FIBER REINFORCED PLASTIC ADDRESS: FIRE RETARDANT TREATED FOOTING GAUGE GALVANIZED GENERAL CONTRACTOR GYPSUM WALLBOARD, GYPSUM BOARD HOSE BIBB HANDICAPPED HOLLOW METAL HORIZONTAL HIGH POINT HEIGHT HEATER HEATING, VENTILATION, AND AIR CONDITIONING INTERNATIONAL BUILDING CODE INSULATION INTERIOR JOINT, JOINTS C IRUCTION TYPE OCCUPANCY GROUP APPLICABLE CODES: NUMBER OF EMPLOYEES OCCUPANCY SQ. FOOTAGE TOTAL OCCUPANT LOAD ROPOSE USE: BUILDING: ON SITE: NO WORK 1129S ' L. LAM. L.F. LIQ. L.P. LT.WT. MAS. MAX. M.B.S. MECH. MFG. MFR. M.H. MIN. M.I.P. MISC. M.O. M.R. MULL. MTD. MTG. MTL. N.I.C. NOM. N.T.S. O.A. O.C. ON CENTER O.D. OVERFLOW DRAIN O.H. OVERHEAD OP'G OPENING OPP. OPPOSITE PTN. PARTITION PERP. PERPENDICULAR PL. PLATE, PROPERTY LINE PLAS.LAM. PLASTIC LAMINATE PLYWD. PLYWOOD PLBG. PLUMBING PNL. PANEL, PANELING PROJECT DATA LONG, LENGTH LAMINATE, LAMINATED LINEAR FOOT, LINEAL FOOT LIQUID LOW POINT LIGHT WEIGHT MASONRY MAXIMUM METAL BUILDING SUPPLIER MECHANICAL MANUFACTURING MANUFACTURER MANHOLE MINIMUM METAL INSULATTED PANEL MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MULLION MOUNTED MOUNTING METAL NOT IN CONTRACT NOMINAL NOT TO SCALE OVERALL 1129 SOUTHCENTER MALL TUKWILA1f�J84S8 288 - ' f XISTING/ NEW CONSTRUCTION TYPE: TYPE II -B UNPROTECTED NONCOMBUSTIBLE PRIMARY OCCUPANCY: M- MERCHANTILE INCIDENTAL OCCUPANCY: GROUP S1 2006 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2006 NATIONAL ELECTRIC CODE WITH WASHINGTON STATE AMENDMENTS CHAPER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER - FREE DESIGN INCLUDING ICC /ANSI A117.1 - 2003 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE 2006 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ALL LOCAL ORDINANCES HAVING JURISDICTION NA 602 SQ. FT. S1 - STOCK 135 SF /300= 1 M - SALES 467 SF /30 = 16 17 MERCHANTILE- RETAIL n SEPARATE SUBMITTALS FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. SCOPE OF WORK THE WORK INCLUDES, BUT NOT LIMITED TO INTERIOR TENANT IMPROVEMENTS AND FINISHES, ITEMS FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR AND ITEMS FURNISHED AND INSTALLED BY THE OWNER WITH FINAL CONNECTIONS BY THE CONTRACTOR. THE WORK ALSO INCLUDES, BUT NOT LIMITED TO, INTERIOR AND STOREFRONT SIGNAGE, HVAC SYSTEMS, ENERGY MANAGEMENT SYSTEMS, PLUMBING AND ELECTRICAL/LIGHTING SYSTEMS. ARCHITECTURAL ABBREVIATIONS PR. PROJ. PRV P.T. Q.T. QTR. R R.C. R.C.P. R.D. R.L. REC'D. REFRIG. REINF. REQ'D. R.O. SCHED. S.C. SHT. SIM. S.I.O. S.I.V. S.O.I.C. SQ. S.S. SST STD. STL. STRUCT. SUSP. SYS. T T.O.J. T.O.M. T.O.P. PAIR PROJECT PRESSURE REDUCING VALVE PRESSURE TREATED QUARRY TILE QUARTER RADIUS REFRIGERATION CONTRACTOR REFLECTED CEILING PLAN ROOF DRAIN ROOF LEADER RECEIVED REFRIGERATION REINFORCING REQUIRED ROUGH OPENING SCHEDULE SOLID CORE SHEET SIMILAR SUPPLIED AND INSTALLED BY OWNER SUPPLIED AND INSTALLED BY VENDOR SUPPLIED BY OWNER INSTALLED BY CONTRACTOR SQUARE SERVICE SINK, SANITARY SEWER STAINLESS STEEL STANDARD STEEL STRUCTURE, STRUCTURAL SUSPENDED SYSTEM TREAD, TOP TOP OF JOIST TOP OF MASONRY TOP OF PARAPET ARCHITECT: MECHANICAL & PLUMBING: ELECTRICAL: MALL MECHANICAL & ELECTRICAL ENGINEERS: TENANT COORDINATION MALL MANAGEMENT T.O.S. T.O.W. T &B TEL. TEMP. TYP. UTIL. U.B.C. U.N.O. V.C.T. VERT. V.LF. W/ W/O WD. WDW. WHS. W.P. W.R. WT. W.W.F. Y.D. JRED Engineering, Inc. 5608 Charlesworth Dearborn Hts., MI 48127 313- 565 -5580 t 313 - 565 -9818 f JRED Engineering, Inc. 5608 Charlesworth Dearborn Hts., MI 48127 313 - 565 -5580 t 313- 565 -9818 f TOP OF STEEL TOP OF WALL TOP AND BOTTOM TELEPHONE TEMPERED GLASS TYPICAL UTILITY UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD WITH WITHOUT WOOD WINDOW WELDED HEAD STUD WATERPROOF WATER RESISTANT WEIGHT WELDED WIRE FABRIC YARD DRAIN FAST FIX UTHCENTER MALL, TUKWILA, WA 98188' P ROJECT DIRECTORY smith co. LLC 1725 westlake avenue n. suite 210 Seattle, WA 98109 t: 206.383.54850 f: 206.464.0700 PROJECT MANAGER: Keith Smith 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 SYMBOLS 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. ALL CABLING AND WIRES TO BE CONCEALED. AUDIO WILL NOT BE PERMITTED. SNEEZE GUARDS TO BE BUTT JOINTED, FRAMELESS, NO VERTICAL SUPPORTS WITH SQUARE EDGE DETAIL /UV BONDING ALL LIGHTING REQUIREMENT TO BE INSTALLED WITHIN FLOATING RETAIL. LIGHTING TO BE SURFACE MOUNTED TO COUNTER DURING FABRICATION. 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. 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. FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2 ". TENANTS WITH HIGH WATER USAGE SHALL PROVIDE AND INSTALL A DOMESTIC WATER SUB - METER. TENANTS SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE. WATER PIPING SHALL BE TYPE 'L' HARD COPPER TUBE ABOVE GRADE AND TYPE 'K' SOFT COPPER TUBE BELOW GRADE. WATER HEATERS SHALL BE ELECTRIC. FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO INSTALL AN EARTHQUAKE VALVE. TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL /TELEPHONE BASED ON THE FOLLOWING: A 277 / 488 VOLT , THREE - PHASE, FOUR WIRE, 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOATING FOOD KIOSKS: 200A (208Y / 120V) -(2) 3" CONDUIT. ELECTRICAL SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH LANDLORDS CRITERIA AS OUTLINED IN THE DESIGN MANUAL. 10. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER. DETAIL DETAIL IDENTIFICATION CUT LINE - DEFINES THE . 3 \, DETAILED ELEMENT ( A8.01 -SHEET WHERE DRAWN WALL SECTION - DETAIL IDENTIFICATION T ES 2 DECU _T - ELEMENT THE A7.01) SHEET WHERE DRAWN BUILDING SECTION DETAIL IDENTIFICATION 6 -3.01 . SHEET WHERE DRAWN EXTERIOR ELEVATION ----- DETAIL IDENTIFICATION 8 A3.& - SHEET WHERE DRAWN INTERIOR ELEVATION 5 - DETAIL IDENTIFICATION 6,-5.03 6� - - SHEET WHERE DRAWN 7 n L r 4 LANDtORD NOTES TRUE NORTH INDICATOR DOOR MARK DOOR CODE - REFER TO (2580-) SCHEDULE WINDOW, RELITE OR LOUVER MARK - WINDOW NUMBER - REFER TO SCHEDULE \ EQUIPMENT MARK - EQUIPMENT ( ` 24 `S NUMBER - REFER \__i TO SCHEDULE ROOM MARK ROOM -- ROOM NAME 100 -�� ROOM NUMBER 2 COLUMN GRIDS SITE PLAN I E n❑ 0 o ❑ o❑ o 0 .. �> ARCHITECTURAL SYMBOLS NORTH ARROW 11:1; ARROW - PROJECT NORTH \ 4., - REVISION CLOUD 50' -0" A.F.F. WORK, CONTROL OR DATUM POINT // SLOPE DOWN 1/8" PER FOOT PROPERTY LINE sossem ® ® mirism INN NM FENCE x x x - __-_.-__- -__ x WALL TYPE MARK WALL TYPE - NOTE FUTURE RETAIL JCPenney BREAKLINE SCALE: N.T.S. SLOPE DIRECTION WITH DATUM MARK SPRINKLER MAIN PROJECT LOCATION Space 1415 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 ELECTRICAL E -1 ELECTRICAL POWER/LIGHTING PLANS E -2 ELECTRICAL PANEL SCHEDULES E -3 ELECTRICAL SPECIFICATIONS MECHANICAL M -1 MECHANICAL PLANS M -2 MECHANICAL SCHEDULES M -3 MECHANICAL SPECIFICATIONS PLUMBING -- P -1 - ---- PLUMBING PLAN NOTES AND SCHEDULES SHEET A - 1.1 The path of egress shall show sufficient illumination of 1 foot - candle at the walking surface leading to the exit discharge doorways PROJECT SITE S 176TH ST \ ITEM S.I.O OR N.I.C. NEW CONSTRUCTION - SHOWN SOLID EXISTING CONSTRUCTION TO REMAIN - SHOWN LIGHT BACKGROUND EXISTING CONSTRUCTION TO BE REMOVED - SHOWN DASHED 0 FE FIRE EXTINGUISHER \ \ 0 DRAWING INDEX V,ICIN-I'TY MA l�a J -1 C m z 4 MATERIALS •° GYPSUM BOARD ITEM S.O.I.0 • J CONCRETE �Iu n OR S.I.C. a =ii =u EARTH GRAVEL CMU OR BRICK • PLYWOOD • RIGID INSULATION OM BATT INSULATION ICI WOOD MEMBER WOOD BLOCKING garrco FINISHED WOOD ACOUSTICAL TILE • STEEL ALUMINUM E.I.F.S. SOUND INSULATION 405 S 180TH ST c ) 1129 Southcenter Mall Tukwila, WA 98188 smith c*. 1725 westlake ave. n. suite 210 seat washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ FILE COPY Permit No. Plar review approval is subject to errors and cm!icn3. Approval of construction documents does not authorize the violation of dopted axle or o . Receipt O approved Fie! oI and , I�; . i s ■ ; edged: Consultant REVISIO(�S No ci anges shall b ode to the scope o': work without prior approval P pProval of P . , a Building Division. NOTE: nd m ly i n c lude additional l plan plan submittal R A review fees. Consultant Registration Issues and Revisions No. Date Date: 1 03.31.08 2 05.08.08 3 05.29.08 4 06.23.08 RECEIVED JUL 14 LUUU PERMIT CENTEh City of Tukwila BUILDING DIVISION r% fl ncv Project Number 02006088.00 Computer File CW05- 2008- T1.DWG Scale AS NOTED Template 4.3 (120101) T -1 KtVitWtD FOR CODE COMPLIANCE APPROVED JUL 18 11 08 BUILDING DIVISION 6294 Of Tukwila Architect Registration REGISTERED ARCHITECT A 19* 4 aMiel , KEITH L. SMITH STATE OF WASHINGTON Issues By Check PERMIT KLS PERMIT CORRECTIONS KLS ISSUE KLS REVISION BY TENANT KLS OinAl 01'01 NU. I Project Name WESTFIELD SOUTHCENTER MALL Description GENERAL INFORMATION 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. ADJACENT TENAI*T 1017 7' -6 SCALE: 1/4" = 1'--On I _ - I I I I 1 I 1 I I RE ��CCJJ 1 � 1 1 4 \ � .. - I I i 1 1 I I I I 7 � i /'\ � �>> L` - - - - 7' -6" 11' -7" , Ii CA LI 34' -0" FIXTURE PLIN' 26' -6" ADJACENT TENANT 1119 ADJACENT TENANT 15-64" 4 MALL COMMON 00 E\ifiSION ID 7 - 2 6 1129 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seethe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 03.31.08 PERv1IT KLS 2 05.08.08 PERMIT CORRECTIONS KLS 3 05.29.08 ISSUE KLS 4 06.23.08 REVISION BY TENANT KLS Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description FIXTURE PLAN Computer File CW05- 2008 — A1-1.DWG Scale Template AS NOTED A- I. CODE APPROVED COMPLIANC 1 a zoos �y pfTukwila BUILDDIG DIVISION 6294 Architect Registration — REGISTERED ARCHITECT - ATZAANC C alMie KEITH L. SMITH STATE OF WASHINGTON Issues By Check SE CEP) CU g.riN OF TUK ILA it I n 711118 CreERAII oval 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. REFLECTED CEILING LEGEND E - EXISTING FIXTURE R - RELOCATED FIXTURE N - NEW FIXTURE lia ® EXIT SIGN - CEILING MOUNTED x A/C SUPPLY GRILLE LIGHT TRACK WITH HEADS 9...P EMERGENCY LIGHT - CEILING MOUNTED / RETURN AIR GRILLE 2 X 4 FIXTURE PRISPATIC ,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. N) ZD NEW EXIT LIGHT BY L.L.G.C. SEE ELECTRICAL PLANS. a 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: SCREW ALL LIGHT FIXTURES TO T -BAR PROVIDE #12 SLACK WIRES ATTACHED TO EA, FIXTURE AT TWO OPPOSING CORNERS CEILI \G (I-BAR) PERIMETER WIRE 'FF9 qig01" 0 4' STRUT SIZE 3/4' DIA. RIGID METAL CONDUIT 1' DIA. RIGID METAL CONDUIT SINGLE 2 -1/2' x 20 GA, METAL STUD (MIN. =0.18 BACK TO BACK 2 -1/2'x 20 GA, METAL STUD SCREWED TOGETHER @ 24' D,C, BRACT \G MAIN RUNNER SELF - TAPPIN 1 -5/8" DRY WALL SCREWS \ @ 24' O.C. WALL ANGLE TYPICAL 3 -TURNS MIN. AT WIRES, TYPICAL NOT TO SCALE 3/4' MIN. 'WALL ,, ANGLE 2 " MIN. MAX. LENGTH 8' -6' 1o -o IN. ) 11' -6' 15' -0" SCALE: 1/4" = 1' - 0� 4' -O" NEW RECESED DOWN LIGHT. —\ SEE ELECTRICAL PLANS. 26' -6" REFLECTED CEILING PLAN /4 0'/ 12' 0' MAXIMUM j 4 4'-0 MINIMUM 1 CEILING BRACT \G IN SEISMIC ZONES: COMPRESSION STRUTS @ 12'- -0" ON CENTER EACH WAY. 3/8" MINIMUM CLEAR CROSS RUNNER OR MAIN, TYPICAL. NOTE: TIE TO ADJACENT WALL, TO CEILING MAIN AND TO CROSS RUNNERS, PLAN SECTION SUSPENDED CEILING FINISH FLOOR NOT TO SCALE 2 3^ 4 i + 11' —D" AFF NEW EXIT LIGHT. SEE ELECTRICAL PLANS. VERIFY NEW RECESSED DOWN LIGHT. SEE ELECTRICAL PLANS. AT LIGHT FIXTURE ATTACH NO, 12 GAUGE HANGER WIIRE WHICH ,i4044•44, d: ❖. +. �►��►ti.• SHALL BE ATTACHE pp °o �• :�o` : ❖: ❖S' ❖.: • S ''�►. TO THE GRID MEMBER � °:�•;• ° ��� �• ❖• ... 'doh+►► � e' � �� WITHIN 3" OF EAC �_�: ®�� ►I�o � � 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 SUSPE MAX. NOTE: LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT EA. END \DED CG. © LIGHT NOT TO SCALE 1129 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 fi ksmith @smithco.org http : / /www.smithco.org / Consultant KtV it\NED FOR 000E COMPLIANCE APPROVE � g 2 @8 City Of Tukwila BUILD% DVISIGN .. Consultant Registration Issues and Revisions No. Date 1 03.31.08 2 05.08.08 3 05.29.08 4 06.23.08 Project Number 02008018.00 Description FLOOR PLAN 6294 PERMIT PERv1IT CORRECTIONS ISSUE REVISION BY TENANT ECENE ,�Hi f S 393 A cy i 1 or { '.. , •►ct.rrP . UL 3 4 Loin Project Name WESTFIELD SOUTHCENTER MALL Computer File CW05- 2008-- A3,DWG Scale AS NOTED Template 4. i (120101) A -3 Architect Registration REGISTERED ARCHITECT , E T SMITH STATE OF WASHINGTON Issues By Check PERMIT CEI TE:k All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. KLS KLS KLS KLS W S E D SOU C . ® SEPARATE PERMIT Re be l m ade to the scope No chan9eS Shall ro of tn {prior apP . of w o Di viso submittal la B requ� e a neW p• w fees ; Re w nal Ian rune �� d may inclu a d dttto p REQUIRED FOR: . echanit;al 1129 SOUT Electrical V wA 98188 C NTER MALL 1 iumbing UKWILA 7 Gas Piping C • k i i PROJECT GENERAL NOTES PROJECT DATA PROJECT DIRECTORY BuL�NG DIVISI D RAWING INDEX LANDLORD NOTES 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 f7ARA INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. TENANT SHALL MAKE AlOcpm ® CONNECTIONS TO THE UTILITY SERVICES PROVIDED. APPROVAL 7. FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2 ". TENANTS WITH t#1,Gljl�jRED 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 SHALL BE ELECTRIC HEATERS S ELECTRIC. TUBE BELOW GRADE. WATER H 8. FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO INSTALL AN EARTHQUAKE VALVE. • TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL /TELEPHONE BASED ON THE FOLLOWING: A 277 / 488 VOLT , THREE - PHASE, FOUR WIRE, 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOATING FOOD KIOSKS: 200A (208Y / 120V) -(2) 3" CONDUIT. ELECTRICAL SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH LANDLORDS CRITERIA AS OUTLINED IN THE DESIGN MANUAL. 10. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER. ARCHITECTURAL T -1 GENERAL INFORMATION A -1 CONSTRUCTION PLAN A -2 FLOOR FINISH PLAN A -3 REFLECTED CEILING PLAN A-4 INTERIOR ELEVATIONS /SECTIONS A -5 ENLARGED TOILET PLAN /ELEVATIONS 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 PLUMBING PLAN NOTES AND SCHEDULES 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 -1OBC 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 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER FULLY RECESSED WITH WHITE CAPS. 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: 1129 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 608 SQ. FT. OCCUPANT LOAD = 21 TOTAL SQ. FEET 608 SQ. FT. PROPOSE USE: MERCHANTILE- RETAIL ARCHITECT: smith co. LLC 1725 westlake avenue n. suite 210 Seattle, WA 98109 t: 206.383.54850 f: 206.464.0700 PROJECT MANAGER: Keith Smith MECHANICAL & JRED Engineering, Inc. PLUMBING: 5608 Charlesworth Dearborn Hts., MI 48127 313- 565 -5580 t 313- 565 -9818 f ELECTRICAL: JRED Engineering, Inc. 5608 Charlesworth Dearborn Hts., MI 48127 313- 565 -5580 t 313 - 565 -9818 f MALL MONTROSS & ASSOCIATES, A.P.C. MECHANICAL & 2081 BUSINESS CENTER DRIVE, SUITE 218 ELECTRICAL IRVINE, CA 92612 ENGINEERS: (949) 553 -9005 T (949) 553 -9007 F CONTACT: PAUL TERNSTROM TENANT WESTFIELD CORPORATION COORDINATION TENANT COORDINATION - SOUTHCENTER 14TH FLOOR, 1161 WILSHIRE BLVD. LOS ANGELES, CA 90025 (310) 478 -4456 T (310) 575 -5991 F Josh Kimmel (310.893.4761 MALL WESTFIELD SOUTHCENTER MANAGEMENT 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 (206) 246 -0423 T SITE PLAN ' VICINITY MAP NORDSTROM , • / FUTURE RETAIL v j r Di � � 1 IfEn SEPARATE SUBMITTALS r macy§ I ,. - ° ❑ s -I 0 0 - ❑ ❑ o 0 a 0 0 FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. o 0 0 . o o-- rf., _ ❑ 0 D - 1j. ff I , III """ i PROJI LOCH Space' L_H__, I I L F �v...._._ SCOPE OF WORK IL 111111W I 4 _AO TT 0 • N . - o ° - ° 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 / >4 - IV A ` 9„ ���� _ \ �� -- I .� I I -" d r • _ SCALE: _�' - _ _ - -.� 0 • • ,< ■� r AI _- T - = - . ilk gl• 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 (SLAB) ) 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) 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 BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.G.T. VINYL COMPOSITION TILE BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL BM. BEAM FHS FLAT 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 WOW. WINDOW C.I. CAST IRON F.R.P.P_ FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WHS. WELDED HEAD STUD C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT CLR. CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR WT. WEIGHT CLG. CEILING GA. GAUGE • MTG. MOUNTING S.I.O. SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL 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 I - - PROJECT NORTH IT EM S.LO MATERIALS ► REVISION CLOUD OR N.I.C. DETAIL DETAIL IDENTIFICATION CUT LINE - DEFINES THE 3 DETAILED ELEMENT ARROW - - - _ - 4J , �� �� AND DELTA I `..'. GYPSUM BOARD e -.. � ,. A8.01 SHEET WHERE D RAWN WALL SECTION DETAIL IDENTIFICATION CUT LINE - DEFINES THE DETAILED ELEMENT A7.01 SHEET WHERE DRAWN BUILDING SECTION DETAIL IDENTIFICATION 6 A3.01 SHEET WHERE DRAWN EXTERIOR ELEVATION DETAIL IDENTIFICATION I 8 TRUE NORTH INDICATOR 50 DOOR MARK ' " A.F.F. WORK, CONTROL [7.7. CONCRETE ITEM S.O.I.0 u =u =u IDLE- S.I.C. IC , EARTH OR S.I.C. OR DATUM POINT DOOR CODE - y -1141 GRAVEL REFER TO 2580A SCHEDULE SLOPE DIRECTION CMU OR BRICK SLOPE DOWN WITH DATUM MARK NEW CONSTRUCTION - SHOWN SOLID M WINDOW, RELITE OR 1/8" PER FOOT LOUVER MARK WINDOW SPRINKLER MAIN NUMBER - REFER PLYWOOD = RIGID INSULATION Mg GATT INSULATION TO SCHEDULE - > f WOOD MEMBER EXISTING EQUIPMENT MARK PROPERTY LINE - SHOWN CONSTRUCTION TO REMAIN LIGHT BACKGROUND WOOD BLOCKING / � EQUIPMENT J(0 FINISHED WOOD • = Es ® = = ® ® NUMBER - REFER TO SCHEDULE FENCE 111111111k ACOUSTICAL TILE V / STEEL - x - x - x - x - x - x - x x ROOM MARK ROOM -- ROOM NAME EXISTING CONSTRUCTION TO BE ® ALUMINUM A 3.02 SHEET WHERE DRAWN 100 ROOM NUMBER BREAKLINE REMOVED - SHOWN DASHED E.I.F.S. - - - INTERIOR ELEVATION COLUMN GRIDS WALL TYPE MARK DETAIL IDENTIFICATION - - - SOUND INSULATION 5.03 6� •x WALL TYPE FE FIRE EXTINGUISHER 7 SHEET WHERE DRAWN 1129 Southcenter Mall Tukwila, WA 98188 206.838.5485 p 206.713.4076 m 206.464.0700 f 1725 westlake ave. n. suite 210 seattle, washington 98109 ksmith @smithco.org http: / /www.smithco.org/ Consultant FILE COPY Permit No, Consultant Registration revleW approval � l�bjed to dit000rsiemovdedgenot Approval of construction doh the violation of any adopted code or 01 Piar apprpved Co pts and : A B . A - By D ate: City of Tukwila BUILDING DIVISION REGISTERED ARCH6TECT KEI STATE OF WASHINGTON . ‘i- Si t - _ py 1 100 M C . ?, Zisicns Date Issues By Check 1 03.31.08 Project Name 6294 PERMIT KLS WESTFIELD SOUTHCENTER MALL Project Number 02006088.00 Description GENERAL INFORMATION Computer File CW05- 2008 -T1 .DWG Scale AS NOTED T -1 Architect Registration RECEIVED A 4 ASR 2 5 2008 PERMIT CENTER 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. 11c. WALL PARTITION DOOR SCHEDULE SEE RESPONSABILITY SCHEDULE ON Ti. FINISH LEGEND 431310 SEE RESPONSABILITY SCHEDULE ON Ti. ATTACH TO NO. ROOM NAME DOOR SIZE DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH HARDWARE GROUP NOTES NO. MATERIAL MANUFACTURER SPECIFICATIONS P -1 PAINT BENJAMIN MOORE BEIGE - #967 FLAT EGGSHELL STRUCTURE ABOVE SALES SIDE I I,== 2X4 SUSPENDED 7 CEILING OR GWB -, _. " GWB BY LL TRACK (SLP-TRK OR EQ.)" ATTACH TO STRUCTURE ABOVE k K � 3 5/8 20 GAGE METAL FRONT ENTRY 6'-0" X 7 -0 " ALUM /GLASS GLASS ALUM. ANOD. ALUM. O. 4, 5, 6, 7 P -2 PAINT BENJAMIN MOORE BEIGE - #967 SEMI -GLOSS P -3 PAINT BENJAMIN MOORE BLUE - #2067 --60 FLAT EGG SHELL 2X4 SUSPENDED CEILING OR GWB 3 - . � -,;.,w 2X4 SUSPENDED CEILING OR GWB STOCK ROOM 3' -0" X 8' -0" METAL P -2 METAL P-2 0 1, Z 5, 6 , P -4 PAINT BENJAMIN MOORE BEIGE - #967 SATIN LOW LUSTRE ;, F s F -1 CARPET PATCRAFT SCHOOL DAZE COLOR /LUNCH MONEY - SALES 1 s g N �• r� " I 5/8 20 GAGE METAL STUDS AT 16" O.C. WITH n ONE LAYER 5/8" GYPSUM METAL v 1 BOARD. 3 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH 5 3 5/8" 20 GAGE METAL _ / STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM .F. BOARD TO 6" ABOVE STUDS AT 16" O.C. WITH ONE LAYER 5/8 ? 5/8" GYPSUM BOARD. RESTROOM �� 3 -0 X 6 P 2 METAL P 2 BO 1, 2, 5, 6, F -2 SEALED CONCRETE BY GC F -3 CERAMIC TILE DAL TILE T.B.D. ONE LAYER 5/8" GYPSUM n FINISHED CEILING.. 1 STOCK ROOM SIDE I ;. I 4 I SEE FINISH NOTES ,• FOR FLOOR FINISH _ g SECURE BOTTOM TRACK I TO CONCRETE SLAB I'' USING POWER DRIVEN FASTENERS MIN. .145 1. AT 18" O.C. Is SEE FINISH NOTES FLOOR FINISH BOARD ON ONE SIDE. c I RESTROOM SIDE 1 - 1 I SEE FINISH NOTES FOR FLOOR FINISH I SECURE BOTTON TRACK TO CONCRETE SLAB 1 USING POWER DRIVEN I - FASTENERS MIN. I AT 18" O.C. STOCK ROOM SIDE F -4 VINYL COMPOSITE TILE ARMSTRONG #51899 COOL WHITE # e. CORRIDOR SIDE - SEE FINISH NOTES FOR FLOOR FINISH 5 TENANT SIDE SECURE BOTTON TRACK r* TO CONCRETE SLAB USING POWER DRIVEN -. FASTENERS MIN. .145 =) AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH r SIDES F -5 MALL TILE MALL TILE PER SOUTHCENTER SPECIFICATIONS F -6 EXISTING TO REMAIN B -1 COVE BASE JOHNSONITE #86 - HUNTER GREEN - SALES AND OFFICE ONLY B -2 " 6 " VINYL COVE BASE ARMSTRONG #68 - PALE GRAY - STOCK, COORIDOR, RESTROOM J � ,, �, NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH / MUST BE SCREWED TOP SIDES. / / / / / / / ��� NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. '� NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH /,�, / MUST BE SCREWED TOP SIDES. B -3 6 TILE BASE DAL TILE T.B.D. DOOR HARDWARE CL -1 GYP. BD. CEILING NEW PAINTED GYP. BD. CL -2 SUSPENDED ACT NEW P1 WALL PARTITION P2 WALL PARTITION P3 1 HOUR WALL PARTITION UL NO. U465 ENTRY PUSH /PULL HARDWAREE W/ LOCKSET, CLOSER WC-1 FRP PANELS STRUCTOGLAS WHITE (TO 48" A.F.F. WITH TRIMS, NO EXPOSED FASTENERS.) INTERIOR FINISH MATERIALS SHALL BE CLASS A OR CLASS B PER NFPA 101, 24 -3.3, 1997 EDITION. /.------..„ PRIVACY LEVER HARDWARE (BRUSHED CHROME) NEW LOCK. KICK PLATES ON BOTH SIDES. DOOR NOT - ATTACH F I I 6 " SL011ItD TRACK (SLP -TRK OR EQ) ATTACH TO STRUCTURE ABOVE HOLD GWB DOWN FOR VFNTI LA 11 N RETURN o TENANT SIDE " C PANIC BAR HARDWARE WITH ALARM AND CLOSER 1. NEW DOOR SU:' ED, I TALLED AND FINISHED BY L.L.G.C. 2. A EW DOOR OPENINGS ARE NONBEARING OR NON -SHEAR WALLS. ERVICE DOOR BUZZER WITH BUZZER STATIONS ABOVE CEILING AT CASHWRAP AND OFFICE. 4. EXIT DOORS SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE PER 2006 IBC INSTALL WALL DOOR STOPS AT HEIGHT OF DOOR KNOB AT ALL DOORS TTiAT SWING INTO OR OUT TOWARD A WALL. 5. INSTALL DOOR SILENCERS. 6 NOT USED 7. SALES TO CORRIDOR DOOR TO HAVE A DORMA DOOR CLOSER WITH MODEL #DC -DSTHO "HOLD OPEN ARM" 8, L.L.G.C. TO INSTALL A WIDE ANGEL PEEP HOLE. C ®R R ANY DOOR NOT CONFORMING TO THIS PLAN OR CODE SHALL BE UPGRADED AS REQUIRED PER ALL CODES. LTR# SWING AND FORCE TO OPEN DOORS SHALL MEET THE REQUIREMENTS OF THE IBC 2006 SELF CLOSING DEVICES SHALL MEET THE REQUIREMENTS OF THE IBC 2006 PANIC HARDWARE SHALL BE PROVIDED FOR ALL EXIT DOORS PER THE REQUIREMENTS OF IBC 2006 T I , N r L I TO STRUCTURE ABOVE \ I 3 5/8" 20 g " 6" SLOII�LD TRACK (SLP -TRK OR EQ.) ATTACH TO STRUCTURE ABOVE R HOLD GWB DOWN FOR K VENTILATION RETURN 3 5 8 20 GAGE METAL / „ 2X4 SUSPENDED \ , I I CEILING OR GWB ® L NOT��J GENERAL NOTES ` Tom • STOCK ROOM SIDE a _ . . ., GAGE METAL 1 • T.G.C. TO COVER WINDOWS WITH PLAIN PAPER UNTIL THE END OF CONSTRUCTION. WINDOWS MUST THEN BE CLEANED AFTER REMOVAL AND ANY TAPE ADHESIVE REMOVED. PAPER TO BE REMOVED AND WINDOWS TO BE CLEANED PRIOR TO TURNOVER 2. T.G.C. TO VERIFY DOORS IN THE MEANS OF EGRESS SYSTEM TO BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3. INTERIOR WALL AND CEILING FINISH MATERIALS IN MERCANTILE OCCUPANCIES SHALL BE CLASS A OR CLASS B PER NFPA 101, 24 -3.3, 1997 EDITION. 4, T.G.C. SHALL PROVIDE SUFFICIENT NUMBER OF 2A1OBC FIRE EXTINGUISHERS SO THAT A FIRE EXTINGUISHER CAN BE REACHED WITHIN 75 FEET OF NORMAL TRAVEL FROM ANY POINT IN THE BUILDING. PLEASE TAKE INTO CONSIDERATION THAT FIRE EXTINGUISHERS SHOULD BE LOCATED NEAR EXITS. MOUNTING HEIGHT SHALL BE 4 FEET A.F.F. MAXIMUM. S 3 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH " 6" 20 GAGE METAL a STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM v BOARD. - � 6 20 ' tGE METAL 1 DS AT ." e.'. WITH ONE LAYER 5/8" GYPSUM BOARD. �: u STUDS AT 16" O.C. WITH � 5 ONE LAYER 5 8" GYPSUM n / BOARD. ONE LAYER 5/8 GYPSUM STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON ONE SIDE. RESTROO M SIDE SEE FINISH NOTES FOR FLOOR FINISH I I = I I TENANT SIDE a I SECURE BOTTON TRACK TO CONCRETE SLAB 1 USING POWER DRIVEN I: FASTENERS MIN..145 I AT 18" O.C. PAINTABLE • FRESTOP SEALANT BOTH SIDES BOARD ON ONE SIDE. _ _ r: I . I SECURE BOTTON TRACK CORRIDOR SIDE I I r U SING POWER DRIVEN I WER ASTENERS MIN. .145 .I I AT 18" O.C. PAINTABLE SEE FINISH NOTES FIRESTOP SEALANT BOTH FOR FLOOR FINISH i S '1 I I I SEE FINISH NOTES FOR FLOOR FINISH t SECURE BOTTON TRACK I TO CONCRETE SLAB USING POWER DRIVEN I `~ FASTENERS MIN. I ; AT 18 O.C. PAINTABLE I. FIRESTOP SEALANT BOTH SIDES NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH MUST BE SCREWED TOP SIDES. NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH MUST BE SCREWED TOP SIDES. P5 WALL PARTITION UL NO. U465 P6 WALL PARTITION UL NO. U465 P HOUR WALL PARTITION UL NO. U465 ADJACENT TENANT 1017 NEW ELECTRICAL PANEL AND PHNE BOARD BY L.L. G.C. E T EP NEW RESTROOM FIXTURES BY L.L. G.C. s P2 STOCKROOM 103 P -1� -41 L a FLOOR PLAN SCALE: 1/4" = 1' -O NEW DEMISING — WALL BY L.L. G.C. ADJACENT TENANT 1119 SALES AREA NEW DEMISING — WALL BY L.L. G.C. ADJACENT TENANT 1139 NEW STOREFRONT EY G.C. MALL COMMON 00 I - 1 - 1 ■ 6.84-26 REVIEWED fOR CODE PROVED Ot IR1G 01510 BUILD - Issues and Revisions 1129 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 Architect Registration No. Date Project Number 02008018.00 Description FLOOR PLAN KEI REGISTERED ARCHITECT STATE OF WASHINGTON 6294 Issues By Check 1 03.31.08 PERMIT KLS 2 05.08.08 PERMIT CORRECTIONS KLS Project Name WESTFIELD SOUTHCENTER MALL Computer File CW05- 2008— A1,DWtECEIvED CITY OF TUKWiLA Scale AS NOTED MAY 092t108 PERMIT CENTER Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. 11c and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. FLOOR FINISH NOTES AM11C0 FLOOR CLEANING PREPARE BRAVO SOLUTION AS PER THE INSTRUCTIONS NOTED ON THE BOTTLE. FOLLOW ALL SAFETY INSTRUCTIONS. PARTICULARLY NOTING THAT A FLOOR CAN BECOME SLIPPERY DURING THE STRIPPING PROCESS. APPLY PLENTY OF BRAVO SOLUTION OVER A MANAGEABLE AREA. ALLOW 5 -10 MINUTES CONTACT TIME. EITHER MACHINE SCRUB WITH BLUE 3M PAD OR AGITATE SOLUTION WITH MOP. DO NOT ALLOW SLURRY TO DRY ON FLOOR. EITHER REMOVE SLURRY WITH WET VACUUM MACHINE OR MOP AND BUCKET. RINSE FLOOR TWICE WITH CLEAN WATER. ALLOW TO DRY APPLICTION OF CAREFREE COMPLETE SEALER LOAD MOP WITH CAREFREE COMPLETE SEALER (DO NOT USE THE SAME MOP USED TO APPLY STRIPPING.) APPLY A THIN EVEN COAT WITH OVERLAPPING PASSES. ALLOW TO DRY APPROX. 30 MINUTES. APPLY SECOND COAT AT 90 DEGREE TO FIRST. ALLOW TO DRY APPROX. 30 MINUTES. DO NOT BUFF FOR 24 HOURS. AFTER INSTALLATION NOTES AM11C0 MUST BE COVERED WITH HEAVY PAPER AFTER BEING STRIPPED, BUFFED AND WAXED. (DO NOT USE HEAVY TAPE LIKE DUCT TAPE) USE MASKING TAPE. T.G.C. TO WAX VCT IN STOCK ROOM AND TOILET ROOM W/ GENERIC WAX PRIOR TO TURNOVER. F -4 F -2 CARPET TO STOCK 5 FL. TRANSITION SCALE: N.T.S. 4 4 C6 F -1 THRESHOLD v v SCALE: N.T.S. MALL FINISH a ENTRANCE FL. TRANSITION a 4 4 a O a FINISH PLAN SCALE: 1/4" = 1-0' F 3 / CARPET ifAmmummmo SALES FLOOR FL. TRANSITION SCALE: N.T.S. Ca F -1 EXTERIOR CONC. SLAB THRESHOLD 0 0 3 2 O O INTERIOR CONC. SLAB F -4 STOCKROOM TO EXIT FL. TRANSITION SCALE: N.T.S. 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. Dos w7,0 1129 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 P L A N Scale AS NOTED Template 4.3 (120101) WESTFIELD SOUTHCENTER MALL Computer File CW05- 2008— A2,DWG All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ile and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. A -2 PERMIT Architect Registration REGISTERED ARCHITECT KEI •I STATE OF WASHINGTON 6294 CITY ECEIVED A R ; 5 ZUUS PERMIT CENTER By Check KLS H,D. T -BAR SYSTEM CROSS RUNNER T NEW ACT CEILING BY G.C. A 12' -0" A.F.F. PAINTED NEW EXIT LIGHT BY L.L.G.C. SEE ELECTRICAL PLANS. IN SEISMIC ZONES: COMPRESSION POST @ 12' ON CENTER EACH WAY IN THE FIELD AND 6' MAXIMUM FROM WALL EDGE STRUTS TO BE TIGHT TO CEILING GRID AND STRUCTURE ABOVE, LOCATE STRUTS ON MAIN RUNNERS, T -BAR VERTICAL SUSPENSION WIRES: #12 WIRE @ 4' -O' ON CENTER EACH WAY LOCATE ON MAIN RUNNERS. ALSO, LOCATE 8' OFF OF EACH WALL FOR BOTH MAIN AND CROSS RUNNERS. LATERAL BRACING REQUIRED (4) #12 WIRES SECURED AT 12' -0' O.C, MAX. AND 6' MAX, FROM WALLS AND SPLAYED 90° @ 45° ANGLE MAXIMUM FRO PLANE OF CEILIN R STRUT SIZE SELF - TAPPIN 1 -5/8' DRY WALL SCREWS\ @ 24' O.C. \, PERIMETER WIRE E E T -BAR SYSTEM MAIN RUNNERS SHALL BE RESTRAINED W /POP RIVET PER SYSTEM MANUFACTURERS RECOMMENDATIONS NOTE: SCREW ALL LIGHT FIXTURES 1' DIA, RIGID METAL CONDUIT TO T -BAR PROVIDE #12 SLACK WIRES ATTACHED TO EA. FIXTURE AT TWO OPPOSING CORNERS CEILING BRACING 3/4' DIA, RIGID METAL CONDUIT 0 0 MAIN RUNNER WALL ANGL \ TYPICAL 3 -TURNS MIN. AT WIRES, TYPICAL SINGLE 2 -1/2' x 20 GA. METAL STUD (MIN, =0,18 IN BACK TO BACK 2 -1/2'x 20 GA. METAL STUD SCREWED TOGETHER R 24' D.C. NEW GYP. BD CEILING BY G.C. AT 8' -O" A.F.F. PAINTED REFLECTED CEILING PLAN SCALE: 1/4" = 1' -O MAX. LENGTH 8' -6' 10'--0 11' -6' 15' -0' OT TO SCALE 3/4' MIN. WALL ANGLE u MIN. NEW ACT CEILING BY G.C. AT 12' -O" A.F.F. PAINTED NEW RECESSED DOWN LIGHT. SEE ELECTRICAL PLANS. 2 -o MAXIMUM 4' -O' MINIMUM 1 NEW GYP. BD CEILING BY G.C. AT 13' -7" A.F.F. PAINTED �d — FINISH FLOOR v _ v CEILING BRACING NOT TO SCALE • 0 0 0 REFLECTED CEILING L: GEND LIGHT TRACK WITH HEADS 2 X 4 FIXTURE PRISPATIC 2 X 2 FIXTURE PARABOLIC 0 RECESSED DOWN LIGHT MECHANICAL CONTRACTOR'S NOTE CEILING MOUNTED MECHANICAL EQUIPMENT TO REMAIN. G.C. TO RELOCATE SUPPLY AND RETURN DIFFUSERS AS NECESSARY PER NEW WALL LAYOUT. G.C. TO VERIFY THAT THE LOCATION OF THE EXISTING EQUIPMENT DOES NOT INTERFERE WITH NEW CONSTRUCTION. IN SEISMIC ZONES: COMPRESSION STRUTS @ 12' -0' ON CENTER EACH WAY, 3/8' MINIMUM CLEAR CROSS RUNNER OR MAIN, TYPICAL. NOTE: TIE TO ADJACENT WALL, TO aILING RUNNERS CROSS PLAN SECTION SUSPENDED CEILING NEW RECESSED DOWN LIGHT. SEE ELECTRICAL PLANS. NEW EXIT LIGHT. SEE ELECTRICAL PLANS. x RETURN AIR GRILLE A/C SUPPLY GRILLE EXHAUST FAN / LIGHT COMBO CONTRACTOR'S NOTE AT LIGHT FIXTURE ��,. a •,• • •,•,.•,• a •,• a •,• a •,• • •,• a •, a a !• • • `tea: a•�'�' •raiiiiiiiiiiiii•i•iiii• iii •ii!.•i•ii.•iiiii!riiii•iiiii AT H NO H WIIRE WH *:•:: ❖3:- : *, :•,� :•3:• 333:•:- 3 : * : ❖: ❖ :•3: ❖:: ❖: *:•3:•3:• ❖A::•3 :•33: v.�aa•a•.�!•aa••�a�.�••a4•• *�. �• a as ❖a ❖. ❖a * a • aa ' a • a • a� • a k a ❖a SHALL BE ATTACHE TO THE GRID MEMBER :=:=:= 3::%=::*:= a= := := := :•'= '= := := := := := : = : =:= :' <� "': :' :':::' :':::':: +. ................ WITHIN OF EAC '.• a*.❖.•.*.❖ .•.- .•o. ❖.•.:.�.,.,.,.,.,.,.;.; ..,.,.,.,.,.,., .a•,•aa•,•;,•,•a•,•,•,• 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 @ EACH END,TYP ONE . MAX, 40•••••••"0„ LIGHT FIXTURE NOTE: LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT EA, END SUSPENDED CLG. @ LIGHT NOT TO SCALE ® EXIT SIGN — CEILING MOUNTED 4' STRIP LIGHT CODE. COW:0CE. \ 014 E - EXISTING FIXTURE R - RELOCATED FIXTURE N - NEW FIXTURE EMERGENCY LIGHT — CEILING MOUNTED 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. 1129 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 2 05.08.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description FLOOR PLAN Computer File CW05- 2008— A3,DWG RE E , Scale Issues KEI REGISTERED ARCHidECT STATE OF WASHINGTON 6294 Architect Registration By Check PERMIT KLS PERMIT CORRECTIONS KLS CITY OF TUKWILA AS NOTED MAY 0 9 2008 PERMIT GETTER Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. 11c and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. A -3 C4 II STOREFRONT HEAD SECTION SCALE; 1-1/2' =1' -0' 7 LIGHT CO GA. LEASE LINE FASCIA S.S. 20 INTERIOR ELEVATION / TILE SIGN BAND OVER " PLYWD. SIGNAGE BY TENANT LEASE LINE 3/4" METAL REVEAL TOP AND SIDES NEW STOREFRONT BUTT " TEMPERED GLAZING AND DOORS TENANT SPACE , STOREFRONT GLASS COMMON MALL STOREFRONT NEUTRAL PIER SCALE: 1 -1/2' -1' -0' EXTENT OF FINISHED CEILING ABOVE DEMISING WALL METAL FRAMING BY LANDLORD TENANT SPACE LEASE LINE LIGHT COVE FASCIA BEYOND \ FINISH BY TENANT 3/4" BLACK ALUMINUM REVEAL TYP. PAINTED " GYPSUM BOARD WITH 12" HIGH STONE BASE OVER - METAL FRAMING BY LANDLORD 4" STONE ASSEMBLY BY LANDLORD \ NEW STOREFRONT GLAZING LINE LAZING LINE OF MALL CEILING STOREFRONT SECTION 6 LIGHT COVE FASCIA BEYOND r \ 11LE BULKHEADW /TENANT \SIGNAGE \ \ NEW STOREFRONT GLAZING AND DOORS LINE OF MALL CEILING STOREFRONT SECTION SCALE 1/4 • - b 1129 Southcenter Mall Tukwila, WA 98188 1725 westlake ave. n. suite 210 scathe, washington 98109 206.838.5485 p 206.713A076 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 Template 4.3 (120101) 44 REGISTERED ARCHbTECT KEI ` +I STATE OF WASHINGTON Computer File CW05- 2008— A4,DWG Architect Registration Issues By Check PERMIT KLS RECEIVED CITY OF TUKWILA APR 2 5 2008 PERMIT CENTER TER Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description ELEVATI ❑NS /SECTI ❑NS 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. RES TROC RESTROOM PLANS AND DETAILS 3' -0 H.C. RESTROOM PLAN A SCALE 1/2" = 1' -0" RESTROOM NOTES 36 " -42" A.F.F. LEVER HANDLES AT HANDICAPPED ACCESSIBLE HEIGHT 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. „ ‚ 4 GWB (PAINTED ) ON 1/2" PLY —WD SHEATHING ON THIS WALL ONLY 1' -6" 3' -0" 1 TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" SCALE 1/2" = 1' -0" _,- SOAP j/ � DISP. / / n H.C. RESTROOM ELEV. WAINSCOAT COVED SANITARY BASE 30" X 36" MIRROR LEVER CONTROLS TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES X Q O NOTE HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR o ASI" PLAQUE TYPE ACRYLIC WITH SUBSURFACE GRAPHICS TEXT: SC901 ' WHITE ". FIELD SC905 "BLUE" 114 THICK, SURFACE APPLIED TO , CENTER SYMBOL ON DOOR, 60 ABOVE FINISHED FLOOR. (UNISEX REST ROOM) TOILET SIGNAGE y O Q 0 16, UNISEX 0 0 wt. 3" = 1' -Q' 1 1/4" — GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS SEE 'ACCESSIBILITY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS SECURE TO BACKING PER MANUFACTURER REQUIREMENTS, TYPICAL. SCHEDULED WALL, TYPICAL 1 -1/2" GRAB BAR DETAIL ACTUAL SIZE COVED SANITARY BASE 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 H.C. RESTROOM ELEV. 3 0 SCALE 1/2" — 1' -0" FURN /INST. REMARKS G.C. / G.C. HANDICAPPED ACCESSIBLE G.C. / G.C. HANDICAPPED ACCESSIBLE G.C. / G.C. 36" REAR / 42" SIDE 1-1/2" DIA. G.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT G.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT G.C. / G.C. C.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT G.C. / G.C. MOUNT ON MIRROR FACE G.C. / G.C. HANDICAPPED ACCESSIBLE SIGNAGE G.C. / G.C. DIRECT WIRE TO LIGHT SWITCH co 30" X 36" HANDICAPPED MOUNTING HEIGHT GWB (PAINTED) WAINSCOAT SCALE 1/2" = 1' -0" 1)0 725 FINISH WHITE /CHROME WHITE STAINLESS STEEL TEXTURED GRIP PLASTIC ACRYLIC PLASTIC ACRYLIC STAINLESS STEEL FRAME PLASTIC CLEAR ACRYLIC BLACK WITH WHITE LETTERING WHITE H.C. RESTROOM ELEV. coo- COivi'i-"`LIPNCE APPR Cs P or TuloNlla BUILOG 1129 Southcenter Mall Tukwila, WA 98188 sIIita ce. 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 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02006088.00 Description ENLARGED TOILET PLAN Computer File CW05- 2008— A5.DWG Scale AS NOTED Issues Template 4.3 (120101) A -5 PERv1IT 6294 Architect Registration REGISTERED ARCI1iiECT KEI • I STATE OF WASHINGTON RECEIVED ' o TuKWILA APR 2 5 Z008 PERMIT CENTER 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. „0 -,8 GWB (PAINTED) 3' -4" 3'--6" 1' -0" WAINSCOAT g co L r r J T. Q ° 1 - 1 /2" DIA. GRAB BARS r r TOILET PAPER .1- DISP. z To 0 C �� ♦ r RES TROC RESTROOM PLANS AND DETAILS 3' -0 H.C. RESTROOM PLAN A SCALE 1/2" = 1' -0" RESTROOM NOTES 36 " -42" A.F.F. LEVER HANDLES AT HANDICAPPED ACCESSIBLE HEIGHT 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. „ ‚ 4 GWB (PAINTED ) ON 1/2" PLY —WD SHEATHING ON THIS WALL ONLY 1' -6" 3' -0" 1 TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" SCALE 1/2" = 1' -0" _,- SOAP j/ � DISP. / / n H.C. RESTROOM ELEV. WAINSCOAT COVED SANITARY BASE 30" X 36" MIRROR LEVER CONTROLS TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES X Q O NOTE HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR o ASI" PLAQUE TYPE ACRYLIC WITH SUBSURFACE GRAPHICS TEXT: SC901 ' WHITE ". FIELD SC905 "BLUE" 114 THICK, SURFACE APPLIED TO , CENTER SYMBOL ON DOOR, 60 ABOVE FINISHED FLOOR. (UNISEX REST ROOM) TOILET SIGNAGE y O Q 0 16, UNISEX 0 0 wt. 3" = 1' -Q' 1 1/4" — GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS SEE 'ACCESSIBILITY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS SECURE TO BACKING PER MANUFACTURER REQUIREMENTS, TYPICAL. SCHEDULED WALL, TYPICAL 1 -1/2" GRAB BAR DETAIL ACTUAL SIZE COVED SANITARY BASE 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 H.C. RESTROOM ELEV. 3 0 SCALE 1/2" — 1' -0" FURN /INST. REMARKS G.C. / G.C. HANDICAPPED ACCESSIBLE G.C. / G.C. HANDICAPPED ACCESSIBLE G.C. / G.C. 36" REAR / 42" SIDE 1-1/2" DIA. G.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT G.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT G.C. / G.C. C.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT G.C. / G.C. MOUNT ON MIRROR FACE G.C. / G.C. HANDICAPPED ACCESSIBLE SIGNAGE G.C. / G.C. DIRECT WIRE TO LIGHT SWITCH co 30" X 36" HANDICAPPED MOUNTING HEIGHT GWB (PAINTED) WAINSCOAT SCALE 1/2" = 1' -0" 1)0 725 FINISH WHITE /CHROME WHITE STAINLESS STEEL TEXTURED GRIP PLASTIC ACRYLIC PLASTIC ACRYLIC STAINLESS STEEL FRAME PLASTIC CLEAR ACRYLIC BLACK WITH WHITE LETTERING WHITE H.C. RESTROOM ELEV. coo- COivi'i-"`LIPNCE APPR Cs P or TuloNlla BUILOG 1129 Southcenter Mall Tukwila, WA 98188 sIIita ce. 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 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02006088.00 Description ENLARGED TOILET PLAN Computer File CW05- 2008— A5.DWG Scale AS NOTED Issues Template 4.3 (120101) A -5 PERv1IT 6294 Architect Registration REGISTERED ARCI1iiECT KEI • I STATE OF WASHINGTON RECEIVED ' o TuKWILA APR 2 5 Z008 PERMIT CENTER 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. „0 -,8 GWB (PAINTED) LEVER CONTROLS g is r r RES TROC RESTROOM PLANS AND DETAILS 3' -0 H.C. RESTROOM PLAN A SCALE 1/2" = 1' -0" RESTROOM NOTES 36 " -42" A.F.F. LEVER HANDLES AT HANDICAPPED ACCESSIBLE HEIGHT 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. „ ‚ 4 GWB (PAINTED ) ON 1/2" PLY —WD SHEATHING ON THIS WALL ONLY 1' -6" 3' -0" 1 TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" SCALE 1/2" = 1' -0" _,- SOAP j/ � DISP. / / n H.C. RESTROOM ELEV. WAINSCOAT COVED SANITARY BASE 30" X 36" MIRROR LEVER CONTROLS TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES X Q O NOTE HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR o ASI" PLAQUE TYPE ACRYLIC WITH SUBSURFACE GRAPHICS TEXT: SC901 ' WHITE ". FIELD SC905 "BLUE" 114 THICK, SURFACE APPLIED TO , CENTER SYMBOL ON DOOR, 60 ABOVE FINISHED FLOOR. (UNISEX REST ROOM) TOILET SIGNAGE y O Q 0 16, UNISEX 0 0 wt. 3" = 1' -Q' 1 1/4" — GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS SEE 'ACCESSIBILITY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS SECURE TO BACKING PER MANUFACTURER REQUIREMENTS, TYPICAL. SCHEDULED WALL, TYPICAL 1 -1/2" GRAB BAR DETAIL ACTUAL SIZE COVED SANITARY BASE 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 H.C. RESTROOM ELEV. 3 0 SCALE 1/2" — 1' -0" FURN /INST. REMARKS G.C. / G.C. HANDICAPPED ACCESSIBLE G.C. / G.C. HANDICAPPED ACCESSIBLE G.C. / G.C. 36" REAR / 42" SIDE 1-1/2" DIA. G.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT G.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT G.C. / G.C. C.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT G.C. / G.C. MOUNT ON MIRROR FACE G.C. / G.C. HANDICAPPED ACCESSIBLE SIGNAGE G.C. / G.C. DIRECT WIRE TO LIGHT SWITCH co 30" X 36" HANDICAPPED MOUNTING HEIGHT GWB (PAINTED) WAINSCOAT SCALE 1/2" = 1' -0" 1)0 725 FINISH WHITE /CHROME WHITE STAINLESS STEEL TEXTURED GRIP PLASTIC ACRYLIC PLASTIC ACRYLIC STAINLESS STEEL FRAME PLASTIC CLEAR ACRYLIC BLACK WITH WHITE LETTERING WHITE H.C. RESTROOM ELEV. coo- COivi'i-"`LIPNCE APPR Cs P or TuloNlla BUILOG 1129 Southcenter Mall Tukwila, WA 98188 sIIita ce. 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 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02006088.00 Description ENLARGED TOILET PLAN Computer File CW05- 2008— A5.DWG Scale AS NOTED Issues Template 4.3 (120101) A -5 PERv1IT 6294 Architect Registration REGISTERED ARCI1iiECT KEI • I STATE OF WASHINGTON RECEIVED ' o TuKWILA APR 2 5 Z008 PERMIT CENTER 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. LIGHT FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL # DESCRIPTION A COOPER /METALUX 2GA332Al20VEB82 2'x4' LAY -IN FLUORESCENT. TB ENERGY SAVING B UTHONIA 8W1AZ INCANDESCENT RECESSED DOWNUGHT, 8" 60 WATTS C COOPER /METALUX GA232Al20VEB81 1'x4' LAY -IN FLUORESCENT. TB ENERGY SAVING X1 DUAL -LIGHT LXURWELED UTEFORM COLLECTION EXIT LIGHTS /BATTERY BACKUP X2 SUREUTES CC7 EMERGENCY LIGHTING /BULBS INCLUDED HUBBELL CS1221W SINGLE POLE HEAVY DUTY TOGGLE SWITCH. 20A 120 -277V -WHITE pg1 $ HUBBELL ATP1277W PASSIVE INFRARED AND UTILIZE AS ADAPTIVE MICROPROCESSOR TO SELF ADJUST TIME DELAY AND SENSITIVITY $ FISE HUBBELL ATU1277RRW ULTRASONIC AND UTILIZE AS ADAPTIVE MICROPROCESSOR TO SELF ADJUST TIME DELAY AND SENSITIVITY FLOOR PLAN NOTES BY SYMBOL O VERIFY MOUNTING HEIGHTS AND REQUIREMENTS PRIOR TO INSTALLATION OF ANY RECEPTACLES. O INSTALL A GROUND WIRE AND LUG TO THE BACKBOARD FOR THE PURPOSE OF PROVIDING GROUND PROTECTION FOR EQUIPMENT CONNECTED TO THE T -1 LINE. GROUND SHOULD BE RUN DIRECTLY TO THE BACKBOARD FROM A GROUND ROD LOCATED IN THE WAN ROOM, OR IF INSTALLATION OF A GROUND ROD IS IMPRACTICABLE DUE TO LOCATION, GROUND WIRE SHALL BE RUN DIRECTLY TO THE BACKBOARD FROM THE NEAREST ELECTRICAL SUB PANEL OR TRANSFORMER GROUND LUG. GROUND WIRE SHALL BE A MINIMUM SIZE OF #8 AWG THWN. O NOT USED PROVIDE AND INSTALL NEW 60 AMP NEMA 3R DISCONNECT AND 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 / WP GFI 28 we F0 r X1 ® 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. PROVIDE AND INSTALL NEW DISCONNECT AND AL ASSOCIATED ELECTRICAL FROM PANEL TO NEW WATER HEATER ABOVE CEILING. VERIFY LOCATION IN FIELD. 38 SCALE: 1/4" = 1' -0" 0 SCALE: 1 /4" = 1' -0" PROVIDE AND INSTALL NEW DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO STOREFRONT SIGN PER N.E.C. 1,3,5 B 34 Ill ae../. ,oe�, , &i y ELECTRICAL /POWER PLAN /���"it�,%l,/�/ /19/x// t/ �/ �/// �/ �i% l �� ////////�r�%%��////�/�/�/l%�1 d ELECTRICAL /LIGHTING PLAN +10' -0" AFF +10'- y��i ���e� ii a����a aaa�diiii is ��a ��� i� �oa� ��aia�yi jai r i i r as i r FF 1129 Southcenter Mall Tukwila, WA 98188 smith ec 1725 westlake ave. n. suite 210 scathe, 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 FEPY4RAT PERMIT ‘41iID APPROVAL REQUIRED Template 4.3 (120101) Computer File CW05- 2008— E1,DWG Scale AS NOTED E -1 6294 Architect Registration REGISTERED ARCHWECT KEI . '1 STATE OF WASHINGTON Issues By Check PERMIT KLS RECEIVED CITY OF TUKWILA APR 2 5 2008 PER T Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018,00 Description POWER /LIGHTING PLAN All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. 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. P A\ EL RISER 3 I A C R A V REM RISER DIAGRAM GENERAL NOTES DESCRIPTION 1. TENANT'S GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL COPPER CONDUCTORS. 2. VERIFY ALL EXISTING CONDITIONS IN FIELD. ALL UPGRADES REQUIRED BY CODES, LANDLORD OR TENANT SHALL BE BY TENANT AT TENANTS EXPENSE. 3. ALL WIRING SHALL BE IN CONDUIT E.M.T. OR RIGID. FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTION, MAX LENGTH 6 FEET. NO BX, ROMEX, ARMORED CABLE, ETC ALLOWED. WIRE 277/480V 3 PH, 4 WIRE ELECTRICAL SERVICE A B C BKR VERIFY EXISTING CONDITIONS AND REQUIREMENTS PRIOR TO BIDDING AND INSTALLATION. WATTS c_ © r _ _I® RISER DIAGRAv4 NOTES BY SYMBOL ® PROVIDE AND INSTALL (4) #1/0 THWN CU, (1) #6 GROUND IN 2" CONDUIT FOR TENANT SERVICE. 0 PROVIDE AND INSTALL METER PER LOCAL UTILITY AND LOCAL AUTHORITY RECOMMENDATIONS. O PROVIDE AND INSTALL 200 AMP DISCONNECT FUSED AT 125 AMPS FOR TENANT SERVICE. VERIFY LOCATION IN FIELD. ® PROVIDE AND INSTALL (4) #1/0 THWN CU, (1) #6 GROUND IN LANDLORD PROVIDED 2" CONDUIT. PROVIDE AND INSTALL (4) #1/0 THWN CU, (1) 0 GROUND IN 2" CONDUIT FOR PANEL 'H'. n V PROVIDE AND INSTALL (3) #10 THWN CU, (1) #8 GROUND IN 3/4" CONDUIT FOR RTU -1 ON ROOF. 0 PROVIDE AND INSTALL (3) #10 THWN CU, (1) #8 GROUND IN 3/4" CONDUIT FOR RTU -2 ON ROOF. PROVIDE AND INSTALL 30 AMP DISCONNECT FOR RTU -1 ON ROOF. VERIFY LOCATION IN FIELD. ® PROVIDE AND INSTALL 3D AMP DISCONNECT FOR RTU -2 ON ROOF. VERIFY LOCATION IN FIELD. 10 NOT USED 11 PROVIDE AND INSTALL (3) #1/0 THWN CU, IN 1 -1/4" CONDUIT FOR TRANSFORMER. l,2 PROVIDE AND INSTALL A 75 KVA FLOOR MOUNTED TRANSFORMER. 13 PROVIDE AND INSTALL (3) #3/0 THWN CU, (1) #6 GROUND IN 2" CONDUIT FOR PANEL 'A'. 14 PROVIDE AND INSTALL 24 HR, 7 DAY TIMECLOCK FOR SHOW WINDOW AND SIGNAGE. PROVIDE NEW AS REQUIRED Li O r J /J I I EXISTING ELECTRICAL I I X -- -- -- NEW PANEL 2 NEW P 'BEL 3 3 It. C -- DISTRIBUTION SYSTEM(S) I FOR OTHER TENANTS I I X I I L J I -- EXISTING LANDLORD WIREWAY 4 I I l ® 5 i — i2 -- FLOOR LANDLORD TENANT -- -- SPACE PROVIDE AND INSTALL GROUND TO BUILDING STEEL PER N.E.C. • • • • ELECTRICAL LOA 120 VOLT CIRCUIT REFER TO RISER DIAGRAM FOR TIMECLOCK AND CONTACTORS LANDLORD SPECIFICATIONS FIR FD OVERRIDE SWITCHES L___w.__I TIME CLOCK LIGHT SWITCHING DETAIL NOT TO SCALE su V V ARY • SIGN LIGHTS (B15) • GENERAL LIGHTS (B3) • OFFICE LIGHTS (B5) • OFFICE LIGHTS (B7) RECEPTION LIGHTS • (B9) 1 bb&z2 n 1129 Southcenter Mall Tukwila, WA 98188 anima 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 ARCHi6TECT KEI I STATE OF WASHINGTON 6294 Project Number 02008018.00 Description PANELSCHEDULES Issues By Check PERMIT KLS cITY of T APR 2 5 ?ON PE' MIT CENTER Project Name WESTFIELD SOUTHCENTER MALL Computer File CW05- 2008— E2.DWG Scale AS NOTED Template 4.3 (120101) Architect Registration 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. ° VAL t. ' )UdD E -2 \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 4 3 3 SPACE — -- -- X -- -- -- SPACE 4 X 3 5 SPACE — — -- 10 X -- -- -- SPACE 6 SPACE 3 7 SPACE -- — -- X -- -- -- SPACE 8 3 9 SPACE — -- -- X -- -- -- SPACE 10 1250 12 11 WATER HEATER 750 12 2/20 SPACE X -- -- -- SPACE 12 980 X -- -- -- SPACE 14 SPACE 750 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. • • • • ELECTRICAL LOA 120 VOLT CIRCUIT REFER TO RISER DIAGRAM FOR TIMECLOCK AND CONTACTORS LANDLORD SPECIFICATIONS FIR FD OVERRIDE SWITCHES L___w.__I TIME CLOCK LIGHT SWITCHING DETAIL NOT TO SCALE su V V ARY • SIGN LIGHTS (B15) • GENERAL LIGHTS (B3) • OFFICE LIGHTS (B5) • OFFICE LIGHTS (B7) RECEPTION LIGHTS • (B9) 1 bb&z2 n 1129 Southcenter Mall Tukwila, WA 98188 anima 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 ARCHi6TECT KEI I STATE OF WASHINGTON 6294 Project Number 02008018.00 Description PANELSCHEDULES Issues By Check PERMIT KLS cITY of T APR 2 5 ?ON PE' MIT CENTER Project Name WESTFIELD SOUTHCENTER MALL Computer File CW05- 2008— E2.DWG Scale AS NOTED Template 4.3 (120101) Architect Registration 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. ° VAL t. ' )UdD E -2 \EW P A\ EL H Service: 277/480 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 200 Amp Main Circuit Breaker 125 Total Watts: 71,345 NEMA 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE WATTS DESCRIPTION CKT REM 4.8 1 VAV 1 2500 10 3/20 X 1.00 1/0 20,030 TRANSFORMER 2 1.5 4 4 19,150 X 3/125 2500 4 3 6 1 17,165 2500 1.25 X 120 5 SUPPLEMENTAL HVAC 7 VAV 2 2500 10 3/20 X — — -- SPACE 8 TOTALS: X -- -- — SPACE 10 2500 4 9 X -- — — SPACE 12 2500 11 13 GENERAL LIGHTING 1250 12 1/20 X -- — — SPACE 14 15 GENERAL LIGHTING 980 12 1/20 X -- — -- SPACE 16 17 GENERAL LIGHTING 1345 12 1/20 X -- — — SPACE 18 REMARKS TOTAL LOAD PHASE 'A' 25,030 1 - PROVIDE GFCI BREAKER TOTAL LOAD PHASE 'B' 24,150 2 - CIRCUIT VIA TIME CLOCK TOTAL LOAD PHASE 'C' 22,165 3 - CIRCUIT VIA CONTACTOR 4 - PROVIDE BREAKER AND FUSES PER EQUIPMENT TOTAL LOAD ALL PHASES 71,345 WATTS MANUFACTURERS RECOMMENDATION 86 AMPS 5 - PROVIDE H.A.C.R. BREAKER 6 - PROVIDE A LOCK -ON BREAKER NOTE: T.G.C. SHALL PROVIDE NEW BREAKERS, FEEDERS AND CONDUIT AS REQUIRED FOR NEW ELECTRICAL DEVICES. T.G.C. TO BALANCE ALL PHASES TO WITHIN 10 %. * VERIFY EXACT EXISTING CIRCUIT(S) NUMBER IN FIELD. SHOWN ON PANEL FOR LOAD PURPOSES ONLY. • • • • ELECTRICAL LOA 120 VOLT CIRCUIT REFER TO RISER DIAGRAM FOR TIMECLOCK AND CONTACTORS LANDLORD SPECIFICATIONS FIR FD OVERRIDE SWITCHES L___w.__I TIME CLOCK LIGHT SWITCHING DETAIL NOT TO SCALE su V V ARY • SIGN LIGHTS (B15) • GENERAL LIGHTS (B3) • OFFICE LIGHTS (B5) • OFFICE LIGHTS (B7) RECEPTION LIGHTS • (B9) 1 bb&z2 n 1129 Southcenter Mall Tukwila, WA 98188 anima 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 ARCHi6TECT KEI I STATE OF WASHINGTON 6294 Project Number 02008018.00 Description PANELSCHEDULES Issues By Check PERMIT KLS cITY of T APR 2 5 ?ON PE' MIT CENTER Project Name WESTFIELD SOUTHCENTER MALL Computer File CW05- 2008— E2.DWG Scale AS NOTED Template 4.3 (120101) Architect Registration 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. ° VAL t. ' )UdD E -2 LOAD TYPE CONNECTED KW FACTOR DEMAND KW VOLTAGE PH LIGHTING 4.8 1.25 6.0 120 1 RECEPTACLES 15.8 1.00 12.9 120 1 WATER HEATER 1.5 1.00 1.5 208 1 MISCELLANEOUS N/A 1.00 N/A 120 1 SIGN 1.2 1.25 1.5 120 1 SUPPLEMENTAL HVAC 1.4 1.25 1.7 120 1 HVAC 9,4 + 25 OF LARGEST LOAD 11.9 208 3 TOTALS: 34.1 35.5 KW = 98 6 AMPS @ 120/208 SERVICE • • • • ELECTRICAL LOA 120 VOLT CIRCUIT REFER TO RISER DIAGRAM FOR TIMECLOCK AND CONTACTORS LANDLORD SPECIFICATIONS FIR FD OVERRIDE SWITCHES L___w.__I TIME CLOCK LIGHT SWITCHING DETAIL NOT TO SCALE su V V ARY • SIGN LIGHTS (B15) • GENERAL LIGHTS (B3) • OFFICE LIGHTS (B5) • OFFICE LIGHTS (B7) RECEPTION LIGHTS • (B9) 1 bb&z2 n 1129 Southcenter Mall Tukwila, WA 98188 anima 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 ARCHi6TECT KEI I STATE OF WASHINGTON 6294 Project Number 02008018.00 Description PANELSCHEDULES Issues By Check PERMIT KLS cITY of T APR 2 5 ?ON PE' MIT CENTER Project Name WESTFIELD SOUTHCENTER MALL Computer File CW05- 2008— E2.DWG Scale AS NOTED Template 4.3 (120101) Architect Registration 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. ° VAL t. ' )UdD 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 IS SHOWN TO EXCEED MINIMUM CODE REQUIREMENTS, COMPLY WITH DRAWINGS AND SPECIFICATIONS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST RULES, CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: 1. OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS (OSH). 2. NFPA #70; NATIONAL ELECTRIC CODE (NEC). 3. NFPA #101: LIFE SAFELY CODE. 4, STATE FIRE MARSHAL. 5. LOCAL UTILITIES COMPANIES. 6. ALL LANDLORD GENERAL REQUIREMENTS FOR MALL. 1.03 LICENSE. FEES AND PERMITS: ELECTRICAL CONTRACTOR SHALL PAY FOR ALL LICENSES, PERMITS AND INSPECTION FEES REQUIRED BY THE AUTHORITY HAVING JURISDICTION AND SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS. 1.04 SAFETY AND INDEMNITY: THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. NO ACT, SERVICE, DRAWING REVIEW OR CONSTRUCTION REVIEW BY THE OWNER, THE ENGINEERS OR THEIR CONSULTANTS, IS INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON, OR NEAR THE CONSTRUCTION SITE. 1.05 DRAWINGS AND SPECIFICATIONS: ALL DRAWINGS AND ALL DIVISIONS OF THESE SPECIFICATIONS SHALL BE CONSIDERED AS A WHOLE AND WORK OF THIS DIVISION SHOW ANYWHERE THEREIN SHALL BE FURNISHED UNDER THIS DIVISION. DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT AND WIRING. MOST DIRECT ROUTING OF CONDUITS AND WIRING IS NOT ASSURED. EXACT REQUIREMENTS SHALL BE GOVERNED BY CONDITIONS. NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK REQUIRED BECAUSE OF THESE CONDITIONS, WHETHER SPECIFICALLY MENTIONED OR NOT. 1.06 CONDITIONS AT SITE: THE ELECTRICAL CONTRACTOR SHALL HAVE EXAMINED THE SITE AND FAMILIARIZED THEMSELVES WITH ALL DISCERNIBLE EXISTING CONDITIONS. NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK REQUIRED BECAUSE OF THESE CONDITIONS SHALL BE INCLUDED IN THE BID. 1.07 WORKMANSHIP AND CONTRACTOR'S QUALIFICATIONS: ONLY QUALITY WORKMANSHIP WILL BE ACCEPTED. HAPHAZARD OR POOR INSTALLATION WILL BE CAUSE FOR REJECTION OF WORK. THE CONTRACTOR SHALL BE A LICENSED MASTERED ELECTRICIAN OF THE STATE IN WHICH THE JOB IS LOCATED. 1.08 SHOP DRAWINGS AND MATERIALS LISTS: SUBMIT TO OWNER IN A SINGLE PACKAGE SIX (6) COPIES OF COMPLETE SHOP DRAWINGS AND MATERIALS LISTS, AS NOTED BELOW, FOR REVIEW WITHIN FIFTEEN (15) DAYS AFTER AWARD OF CONTRACT. SUBMITTALS REQUIRED AS FOLLOWS: 1. WIRING DEVICES: SWITCHES, RECEPTACLES, DEVICE PLATES. 2. ENCLOSURES FOR UTILITY COMPANY METERING. 3. MAIN FUSED DISCONNECT SWITCH. 4. PANELBOARDS 5. DISCONNECT SWITCHES 6. LIGHT FIXTURES, LAMPS AND LIGHTING CONTROL EQUIPMENT. 1.09 SUBSTITUTIONS: ONE OF MORE MAKES OF MATERIALS OR METHODS MAY HAVE BEEN SPECIFIED TO ESTABLISH THE STANDARD OF QUALITY, WORKMANSHIP, FINISH AND DESIGN REQUIRED, BUT OTHER MATERIALS OR METHODS EQUAL IN QUALITY, WORKMANSHIP, FINISH, DESIGN, AND GUARANTEED PERFORMANCE, WILL BE ACCEPTED. HOWEVER, ALL CHANGES AND SUBSTITUTIONS SHALL BE REQUESTED IN LETTER FORM AND SHALL BE ACCOMPANIED WITH A STATEMENT OF THE AMOUNT OF MONEY TO BE RETURNED TO THE CONTRACT IF THE SUBSTITUTION IS PERMITTED. NO WORK INVOLVING MATERIALS SUBMITTED FOR SUBSTITUTION SHALL PROCEED UNTIL WRITTEN ACCEPTANCE IS RECEIVED FROM THE OWNER. THE OWNER IS THE SOLE JUDGE OF ACCEPTABILITY OF PREFERRED SUBSTITUTIONS. IF A SUBSTITUTION ITEM IS PERMITTED, AND ANY RE- DESIGN EFFORT IS THEREBY NECESSITATED, THE REQUIRED RE-DESIGN SHALL BE AT THE CONTRACTOR'S EXPENSE. 1.10 COORDINATION: COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH -IN AND CONNECTION FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRED ELECTRICAL CONNECTIONS. INFORM CONTRACTORS OF OTHER TRADES THAT REQUIRE ACCESS TO AND CLEARANCES AROUND ELECTRICAL EQUIPMENT TO MAINTAIN SERVICE ABILITY AND CODE COMPUANCE. VERIFY EQUIPMENT DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION. CHECK ACTUAL JOB CONDITIONS BEFORE FABRICATING WORK. REPORT NECESSARY CHANGES IN TIME TO PREVENT NEEDLESS WORK. CHANGES OR ADDITIONS, SUBJECT TO ADDITIONAL COMPENSATION, WHICH ARE MADE WITHOUT WRITTEN AUTHORIZATION AND AN AGREED PRICE, SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE. 1.11 CUTTING AND PATCHING: ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISION IS INCLUDED HEREIN. COORDINATION WITH GENERAL CONTRACTOR AND OTHER TRADES IS IMPERATIVE. CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR AND THE ADDED EXPENSE OF ADJUSTING FOR IMPROPER HOLES, SUPPORTS, ETC. 1.12 ACCEPTANCE DEMONSTRATION: UPON COMPLETION OF THE WORK, AT A TIME TO BE DESIGNATED BY THE OWNER, THE CONTRACTOR SHALL DEMONSTRATE FOR OWNER THE OPERATION OF THE ELECTRICAL INSTALLATION, INCLUDING ANY AND ALL SPECIAL ITEMS INSTALLED BY HIM OR INSTALLED UNDER HIS SUPERVISION. PROPERTY SET AUTOMATIC TIME SWITCHES TO PERFORM SWITCHING OPERATIONS IN ACCORDANCE WITH SCHEDULES PROVIDED BY THE OWNER'S REPRESENTATIVE, AND DEMONSTRATE (USING THE MANUFACTURER'S OPERATING INSTRUCTIONS) HOW TO OVERRIDE AND /OR TEST TIME SWITCHES PROGRAMMING. 1.13 RECORD DRAWINGS, EQUIPMENT DATA: MAINTAIN ONE SET OF CLEAN WORKING DRAWINGS AT THE JOB SITE AND ENTER DAILY SUCH AS -BUILT INFORMATION AS FEEDER AND SERVICE ROUTES, PULL BOX LOCATIONS AND CHANGES IN LAYOUT OR ARRANGEMENT WHICH OCCUR DURING CONSTRUCTION. DELIVER COMPLETED DRAWINGS TO THE OWNER. DELIVER TO THE OWNER'S REPRESENTATIVE THREE COPIES OF DATA SHEETS OR OTHER CURRENT MANUFACTURERS PUBLICATIONS FOR EACH ITEM OF ELECTRICAL EQUIPMENT FURNISHED FOR THE PROJECT INCLUDING AT LEAST THESE DATA: 1. TECHNICAL DESCRIPTION AND REPLACEABLE PARTS UST. 2. PHYSICAL DESCRIPTION AND INSTALLATION INSTRUCTIONS. 3. USER'S MANUAL AND OPERATING INSTRUCTIONS. 4. MANUFACTURER'S WARRANTY. 1.14 CLEANUP RID THE PREMISES OF SCRAP MATERIALS, TRASH AND DEBRIS BOTH DURING CONSTRUCTION AND AT COMPLETION OF THE PROJECT. LEAVE THE BUILDING AND SURROUNDING AREA IN A CLEAN AND ORDERLY CONDITION, 1.15 GUARANTEE: GUARANTEE THE INSTALLATION FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER DATE OF CERTIFICATION OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS DEVELOPING DURING THIS PERIOD, WITHOUT CHANGE. 1.16 TEMPORARY SERVICES: PROVIDE ADEQUATE AND SAFE TEMPORARY ELECTRICAL POWER AND LIGHTING THROUGHOUT THE CONSTRUCTION AND FINISHING OF THE PREMISES FOR BENEFICIAL OCCUPANCY. IN ADDITION TO SPECIAL OR UNUSUAL REQUIREMENTS, PROVIDE AT LEAST THESE ITEMS: 1. THREE 20 -AMP CIRCUITS FOR CONSTRUCTION POWER TOOLS. PROVIDE GFI TEMPORARY CIRCUITS WITH COVERPLATES TO MEET OSHA REQUIREMENTS. 2. THREE OR MORE LIGHT STRINGS SUSPENDED APPROXIMATELY ONE FOOT BELOW THE HEIGHT OF FINISH CEILING WITH LAMPS SPACED NOT MORE THAN TWELVE FEET ON CENTERS. STRINGS SHALL BE RUN THE LENGTH OF THE STORE SPACE PARALLEL TO THE DEMISING WALLS, WITH ONE STRING WITHIN EIGHT FEET OF EACH WALL AND ONE (OR MORE) INTERMEDIATE STRING(S) ARRANGED TO LIMIT THE SPACING BETWEEN ROWS TO SIXTEEN FEET OR LESS. 3. FLOOD LIGHTING AND TASK LIGHTING FOR PAINTING AND OTHER FINISH WORK. WHEN PERMANENT ELECTRICAL SERVICE IS OPERABLE, DISCONNECT AND REMOVE FROM THE PREMISES THE MATERIALS AND EQUIPMENT USED FOR TEMPORARY POWER AND LIGHTING, AND RESTORE MODIFICATIONS AND REPAIR DAMAGE CAUSED BY THE INSTALLATION, USE OR REMOVAL OF TEMPORARY SERVICE PROVISIONS. 1.17 OWNER- FURNISHED ITEMS: CONTRACTOR SHALL INSTALL, CONNECT AND COMPLETE THE FOLLOWING ITEMS FURNISHED BY THE OWNER AND SHALL PROVIDE WIRES, CABLES, CONNECTORS, PIGTAILS, CORDS AND CORD -CAPS, BOXES, CONDUIT, PLATES, SUPPORTS, AND. OPERATING TESTS TO MAKE COMPONENTS AND SYSTEMS OPERATE SATISFACTORILY. PROVIDE SYSTEMS DRAWING FROM THE MANUFACTURER THROUGH THE OWNER IN ORDER TO INSTALL COMPLETE OPERABLE SYSTEM. 1. MUSIC SOUND SYSTEM COMPONENTS. 2. ENTRY ALARM SYSTEM CONTROL PANEL AND CONTACTS /SECURITY SYSTEMS. PART 2 - PRODUCTS 2.01 MATERIAL APPROVAL ALL MATERIALS MUST BE NEW AND BEAR UNDERWRITER'S LABORATORIES LABEL. MATERIALS THAT ARE NOT COVERED BY UL TESTING STANDARDS SHALL BE TESTED AND APPROVED BY AN INDEPENDENT TESTING LABORATORY OR A GOVERNMENTAL AGENCY. MATERIAL NOT IN ACCORDANCE WITH THESE SPECIFICATIONS MAY BE REJECTED EITHER BEFORE OR AFTER INSTALLATION. 2.02 CONDUITS AND OTHER RACEWAYS: A. RIGID STEEL: HOT- DIPPED GALVANIZED. B. INTERMEDIATE METAL CONDUIT (IMC): HOT- DIPPED GALVANIZED C. ELECTRICAL METALLIC TUBING (EMT): ELECTRO- GALVANIZED. D. WIREWAY CODE GAUGE STEEL, WITH KNOCKOUTS AND HINGED COVER, CORROSION RESISTANT GRAY BAKED ENAMEL FINISH. E. PROVIDE FITTINGS AND ACCESSORIES APPROVED FOR THE PURPOSE EQUAL IN ALL RESPECTS TO THE CONDUIT OR RACEWAY. EMT CONNECTORS AND COUPLINGS SHALL BE STEEL SETSCREW TYPE INDOORS AND STEEL COMPRESSION TYPE IN WET LOCATIONS AND OUTDOORS. 2.03 WIRES AND CABLES: A. FOR POWER AND LIGHTING SYSTEM 600V OR LESS: 1. CONDUCTOR: MINIMUM SIZE #12 . A. #12 AND #10 AWG SOLID COPPER. B. #8 AWG AND LARGER SHALL BE STRANDED COPPER. 2. INSULATION TYPE: A. #12 TO #1 AWG: THWN FOR WET OR UNDERGROUND AND THWN FOR DRY LOCATIONS. B. #10 THROUGH #4/0 AWG: XHHW (55 MILS). C. #250 MCM AND LARGER XHHW (65 MILS). D. GROUNDING WIRE: TW. B. FOR SIGNAL AND COMMUNICATIONS CIRCUIT: 1. SPECIAL CABLES SHALL BE AS SPECIFIED ON DRAWINGS. 2. CONDUCTORS FOR GENERAL USE SHALL BE STRANDED COPPER CONDUCTOR, #16 AWG MINIMUM, WITH THWN INSULATION FOR UNDERGROUND OR WET LOCATIONS AND THHN INSULATION FOR DRY LOCATIONS. C. ACCEPTABLE PRODUCTS GENERAL ELECTRIC, ANACONDA, OKONITE, PARANITE OR TRIANGLE PRODUCTS CONFORMING OR EXCEEDING APPLICABLE IPCEA STANDARDS. 2.04 OUTLET BOXES, JUNCTION AND PULL BOXES: A. OUTLET BOXES: 4" SQUARE X 1 - I/2" DEEP (OR LARGER) GALVANIZED SHEET STEEL KO -TYPE WITH PLASTER RING AND COVER FOR GENERAL INTERIOR USE AND CAST METAL TYPE FS OR FD WITH MATCHING SCREW COVERS FOR EXTERIOR AND EXPOSED INTERIOR LOCATIONS (GASKETED IN DAMP OR WET LOCATIONS). B. JUNCTION BOXES SHALL BE SAME AS OUTLET BOXES UP TO 42 CU. IN. AND CODE- GAUGE STEEL IN LARGER SIZES WITH SURFACE OR FLUSH -TYPE SCREW - MOUNTED TRIM COVERS, BOTH BOXES AND COVERS INHIBITOR - PRIMED AND PAINTED INSIDE OUT. C. PULL BOXES SHALL BE SAME AS JUNCTION BOXES UNLESS INDICATED OTHERWISE ON THE DRAWINGS, WITH COVERS. D. TELEPHONE OUTLET BOXES SHALL BE THE TYPE AND SIZE REQUIRED BY THE SERVING TELEPHONE COMPANY BUT NOT SMALLER THAN 4- 11/16" SQUARE X 2 -1/8" DEEP WITH SINGLE -GANG RING AND SIERRA #S -754N SPLIT PLATE BUSHING. E. ALL BOXES AND ASSOCIATED COMPONENTS SHALL BE STEEL CITY 683 SERIES, WITH P60 -3B COVERPLATE. 2.05 WIRING DEVICES AND PLATES: WIRING DEVICES AND PLATES SHALL BE HUBBELL. ARROW HART, GE OR P &S WITH HUBBELL NUMBERS USED TO SPECIFY TYPE USED. STANDARD DESIGN: A. SWITCH AND RECEPTACLES DEVICES SHALL BE IVORY EXCEPT WHEN THE DEVICE IS LOCATED ORE A PURPLE WALL, WHEN ON PURPLE WAIL DEVICE SHALL BE BLACK B. ISOLATED GROUND RECEPTACLES SHALL BE WHITE WITH ORANGE TRIANGLE AS REQUIRED PER NEC, MANUFACTURED BY LEVITON # 5362 -IGW OR APPROVED EQUAL C. SWITCHES SHALL BE 20 AMP, 120/277 VOLT A.C. RATED SINGLE POLE SWITCHES SHALL BE #1221 AND 3 -WAY SWITCHES SHALL BE #1223. D. RECEPTACLES SHALL BE GROUNDING TYPE #5362. 2.06 CONDUIT HANGERS: FOR INDIVIDUAL CONDUIT RUNS NOT DIRECTLY FASTENED TO THE STRUCTURE, USE ROD HANGERS MANUFACTURED BY CADDY, UNISTRUT OR POWERSTRUT. FOR MULTIPLE CONDUIT RUNS, USE UNISTRUT OR POWERSTRUT TRAPEZE TYPE CONDUIT SUPPORT DESIGNED FOR MAXIMUM DEFLECTION NOT GREATER THAN 1/8" 2.07 WIRE CONNECTORS: FOR WIRE SIZES #8 AWG AND SMALLER INSULATED PRESSURE TYPE (WITH LIVE SPRING) RATED 105 DEGREES C. 600V, FOR BUILDING WIRING AND 1000W IN SIGNS OR FIXTURES, SCOTCHLOK OR IDEAL. FOR WIRE SIZE #6 AWG AND LARGER T & B OR EQUIVALENT COMPRESSION TYPE WITH 3M #33 OR PLYMOUTH "SLIPKNOT GRAY" TAPE INSULATION. 2.08 PANELBOARD: A. CONSTRUCTION: CABINETS SHALL BE OF CODE GAUGE, GALVANIZED STEEL, SURFACE OR FLUSH MOUNTED AS INDICATED. DOORS SHALL BE OF COLD - ROLLED STEEL WITH CONCEALED HINGES AND FLUSH CATCH AND LOCK. ALL PANELS SHALL BE KEYED ALIKE. PANELS LOCATED ADJACENT TO EACH OTHER SHALL HAVE IDENTICALLY SIZED ENCLOSURE AND TRIMS. MINIMUM PANEL WIDTH SHALL BE 20 ", FINISH EXPOSED PART WITH ONE COAT OF PRIMER AND ONE COAT OF LIGHT GRAY ENAMEL SUITABLE FOR OVER PAINTING IN FIELD IT DESIRED. B. BUS BARS: PROVIDE GROUND BLOCK WITH FULL COMPLEMENT OF TERMINALS IN ADDITION TO INSULATED NEUTRAL BUS. FUTURE BREAKER SPACES SHALL HAVE COMPLETE PROVISION INCLUDING BUSSES AIR CONNECTING HARDWARE. C. MANUFACTURER PANELBOARD SHALL IN GENERAL ELECTRIC TYPE AQ OR TYPE AE OR EQUIVALENT PRODUCTS OF CUTTER- HAMMER, SQUARE D, OR SIEMENS -ITE. D. CIRCUIT BREAKERS SHALL BE BOLT -ON, THERMAL - MAGNETIC, MOLDED CASE TYPE: U.L. LISTED FOR SWITCHING DUTY. BREAKERS SHALL HAVE ON OVER-CENTER TRIP FREE, TOGGLE TYPE HANDLE WITH QUICK -MAKE, QUICK -BREAK ACTION. 1. 120/208 VOLT PANELS: SHALL BE GENERAL ELECTRIC TYPE "Q" UNE, BOLT -ON TYPE, WITH MINIMUM SYMMETRICAL INTERRUPTING CAPACITY AS SHOWN. NO SERIES RATING ALLOWED. 2. PROVIDE MULTI -POLE UNITS WITH COMMON TRIP ELEMENT. 3. CIRCUIT BREAKERS USED ON "ON -OFF" CONTROL OF FLUORESCENT LIGHTING (PANELBOARD SWITCHING) SHALL BE UNDERWRITERS - LABORATORIES LISTED AND MARKED "SWD" TO INDICATE THEIR SUITABILITY. E. IDENTIFICATION: PROVIDE SCREWED -ON (NO ADHESIVES) BAKELITE OR PHOTO- ETCHED METALLIC NAMEPLATE IDENTIFICATION AN OUTSIDE OF EACH PANEL SHOWING PANEL DESIGNATION, VOLTAGE, AND PHASE IN MINIMUM 1/4" HIGH LETTERS. EACH PANEL SHALL CONTAIN A METAL - FRAMED CIRCUIT DIRECTORY INSIDE COVER, WITH PLASTIC PROTECTOR. F. COMPLETE SHOP DRAWINGS ARE REQUIRED. SEE ARTICLE 1.08. 2.09 DRY TYPE TRANSFORMER: A. GENERAL: EQUIPMENT SHALL CONFORM TO OR EXCEED REQUIREMENTS OF NEMA, ANSI STANDARD C89.2 FOR DRY TYPE TRANSFORMERS FOR GENERAL APPLICATIONS. ACCEPTABLE PRODUCTS ARE THOSE OF GENERAL ELECTRIC COMPANYS "QHT" UNE 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 RESIDENCY PADS TO ISOLATE TRANSFORMER FROM FLOOR OR PLATFORM. KORFUND "ELASTO RIB" OR EQUIVALENT. 3. USE FLEXIBLE CONDUITS AT LEAST 24" LONG FOR ELECTRICAL CONNECTIONS. 4. PROVIDE GROUNDING OF EACH TRANSFORMER SECONDARY INCLUDING ALL CONDUITS. WIRES, AND CONNECTORS IN ACCORDANCE WITH NEC 250 -26 AND ANY LOCAL ADDITIONAL REGULATIONS. 2.10 INDIVIDUALLY MOUNTED MOTOR CONTROLLER: A. FOR POLYPHASE MOTORS: COMBINATION MOTOR CIRCUIT PROTECTOR AND MAGNETIC STARTER, WITH 3 -LEG OVERLOAD PROTECTION. PROVIDE TWO INTERLOCK CONTACTS OF THE INTERCHANGEABLE OPEN -CLOSE TYPE. PROVIDE HAND -OFF AUTOMATIC SELECTOR SWITCH, MOTOR RUNNING PILOT LIGHT AND RESET BUTTON IN COVER. CIRCUITS 300V AND OVER SHALL BE PROVIDED WITH INDIVIDUAL 120V CONTROL TRANSFORMERS. B. STARTERS FOR FRACTIONAL HORSEPOWER 120V MOTORS SHALL BE MANUAL TYPE UNLESS SHOWN OTHERWISE, EQUIPPED WITH BUILT -IN OVERLOAD PROTECTION. C. ACCEPTABLE MANUFACTURERS GENERAL ELECTRIC SIEMENS, SQUARE D, CUTTER - HAMMER, AND ALLEN BRADLEY. 2.11 LIGHTING A. LIGHTING TO BE PROVIDED BY OWNER. SUBCONTRACTORS TO INSTALL ALL FIXTURES COMPLETE, INCLUDING LAMPS AND BALLASTS, READY FOR SERVICE. B. SUPPORTS: PROPER SUPPORTS AND MOUNTING ACCESSORIES, SUCH AS HANGERS, STEMS, YOKES, PLASTER FRAMES, ETC SHALL BE PROVIDED AS REQUIRED BY THE TYPE OF CEILING INSTALLED. WHERE SWIVEL CANOPIES OR BALL ALIGNERS ARE SPECIFIED, THEY SHALL CAUSE FIXTURE TO HANG PLUMP REGARDLESS OF CEILING SLOPE. C. FIXTURE DESIGNATION: FIXTURE TYPES ARE DESIGNATED ON DRAWINGS, WHERE ONLY ONE FIXTURE DESIGNATION IS SHOWN, IT APPLIES TO ALL FIXTURES IN THAT ROOM OR AREA. FOR EXACT FIXTURE COUNT AND LOCATION REFER TO REFLECTED CEILING PLAN. D. WIRE 1 -LAMP AND 3 -LAMP FLUORESCENT FIXTURES IN TANDEM WHERE REQUIRED BY CODE. E. BALLASTS: ADVANCE, GE, OR APPROVED HIGH FREQUENCY ELECTRONIC, FULL LIGHT OUTPUT, ENERGY SAVING, CLASS "P ", HIGH POWER FACTOR. ETL CERTIFIED, SOUND RATING "A" OR AS INDICATED ON DRAWINGS. 2.12 MISCELLANEOUS MATERIALS: A: SAFETY SWITCHES: HEAVY DUTY TYPE, 600V, HORSEPOWER RATED FOR MOTORS, FUSED OR NON -FUSED AS REQUIRED. MOUNT IN ENCLOSURE WITH NEMA RATING AS REQUIRED FOR THE SPECIFIC APPLICATION GENERAL ELECTRIC, SQUARE D OR CUTLER- HAMMER. PART 3 - EXECUTION 3.01 GENERAL A. ELECTRIC SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. GOVERN EXACT ROUTING OF CABLE AND WIRING AND THE LOCATIONS OF OUTLETS BY THE STRUCTURE AND EQUIPMENT SERVED. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS. B. CONSULT ALL OTHER DRAWINGS, VERIFY SCALES AND REPORT ANY DIMENSIONS, DISCREPANCIES OR OTHER 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, PIRELU 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 Al RIGHT ANGLES TO CENTER LINES OF COLUMNS END BEAMS. 3. CONDUITS ABOVE CEILINGS SHOULD NOT OBSTRUCT REMOVAL OF CEILING ILES, 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 IS APPLIED MUST BE AS SMALL AS POSSIBLE AND PROVIDED WITH ESCUTCHEONS, ONE ON EACH SIDE OF WALL 5. PENETRATING SUSPENDED CEILING: CUT HOLE AS SMALL AS POSSIBLE TO PERMIT CONDUIT PENETRATION. PROVIDE ESCUTCHEON FOR EACH CONDUIT BELOW CEILING. 3.04 CONNECTIONS TO EQUIPMENT: A. GENERAL 1. FURNISH AND INSTALL REQUIRED POWER SUPPLY CONDUIT AND WIRING TO ALL EQUIPMENT. SEE BELOW FOR OTHER WIRING REQUIRED. 2. FURNISH AND INSTALL A DISCONNECT SWITCH IMMEDIATELY AHEAD OF AND ADJACENT TO EACH MAGNETIC MOTOR STARTER OR APPLIANCE UNLESS THE MOTOR APPLIANCE IS LOCATED ADJACENT AND WITHIN SIGHT OF THE SERVING PANELBOARD, CIRCUIT BREAKER OR SWITCH. VERIFY ALL EQUIPMENT NAMEPLATE CURRENT RATINGS PRIOR TO INSTALLATION. 3. INSTALL ALL ROUGH -N WORK FOR EQUIPMENT FROM APPROVED SHOP DRAWINGS TO SUIT THE SPECIFIC REQUIREMENTS OF THE EQUIPMENT. 4. FURNISH AND INSTALL MANUAL THERMAL PROTECTION FOR ALL MOTORS NOT INTEGRALLY EQUIPPED WITH THERMAL PROTECTION. 5. FURNISH 120 VOLT POWER TO EACH CONTROL PANEL AND TIME SWITCH REQUIRING A SOURCE OF POWER TO OPERATE. 3.05 INSULATION OF WIRES: A. PULL NO WIRE INTO ANY PORTION OF THE CONDUIT SYSTEM UNTIL ALL CONSTRUCTION WORK WHICH MIGHT DAMAGE THE WIRE HAS BEEN COMPLETED. B. INSTALL ALL WIRE CONTINUOUS FROM OUTLET TO OUTLET OR TERMINAL TO TERMINAL SPLICES IN CABLES WHERE REQUIRED SHALL BE MADE IN HANDHOLES, PULL BOXES OR JUNCTION BOXES. MAKE BRANCH CIRCUIT SPLICES IN OUTLET BOXES WITH 8" OF CORRECTLY COLOR -CODED TAILS LEFT IN THE BOX. C. SPLICES IN WIRES AND CABLES SHALL BE MADE UTILIZING MATERIALS AND METHODS DESCRIBED HEREIN BEFORE. D. MAKE ALL GROUND, NEUTRAL AND LINE CONNECTIONS TO RECEPTACLE AND WIRING DEVICE TERMINALS AS RECOMMENDED BY MANUFACTURER. PROVIDE GROUND JUMPER FROM OUTLET BOX TO GROUND TERMINAL OF DEVICES WHEN THE DEVICE IS NOT APPROVED FOR GROUNDING THROUGH THE MOUNTING SCREWS. E. PROVIDE BRADY WIRE MARKERS WHERE NUMBER OF CONDUCTORS IN A BOX EXCEEDS FOUR. F. MEGGER AND RECORD INSULATION RESISTANCE OF ALL 600 VOLT INSULATED CONDUCTORS SIZE #4/0 AND LARGER USING 500 VOLT MEGGER FOR ONE MINUTE. MAKE TESTS WITH CIRCUITS ISOLATED FROM SOURCE AND LOAD. 3.06 WIRE COLOR CODE: COLOR CODING SHALL BE CONTINUOUS FOR WIRE #12 THROUGH #10 AWG. PHASE CONDUCTORS #8 AND LARGER AND CONDUCTORS OF ANY SIZE IN CABLE ASSEMBLIES MAY HAVE COLORED PHASING TAPE AT TERMINATIONS. COLOR CODE WIRES AS FOLLOWS: VOLTAGE PHASE A PHASE B PHASE C NEUTRAL GROUND 120/208V BLACK RED BLUE WHITE GREEN 277/480V BROWN ORANGE YELLOW GRAY GREEN 3.07 IDENTIFICATION A. PROVIDE NAMEPLATES FAR SWITCHGEARS, PANELBOARD, AND ALL SIMILAR DEVICES. NAMEPLATES SHALL BE SCREWED (NO ADHESIVES) ENGRAVED BAKELITE OR PHOTO-ETCHED METALLIC NAMEPLATE IDENTIFICATION SHOWING PANEL DESIGNATORS, VOLTAGE AND PHASE IN MINIMUM 1/4" HIGH LETTERS. B. PROVIDE DYMO LABELS ON ALL LIGHTING SWITCHES AND CONVENIENCE AND SPECIAL PURPOSE RECEPTACLES TO SHOW PANEL AND CIRCUIT NUMBER TO WHICH THE DEVICE IS CONNECTED. C. EACH BOARD SHALL CONTAIN A METAL - FRAMED CIRCUIT DIRECTORY INSIDE COVER, WITH PLASTIC PROTECTOR. D. PANELBOARD SCHEDULE: AFTER COMPLETION OF WORK, PROVIDE TYPEWRITTEN UPDATED PANELBOARD SCHEDULES FOR ALL PANELBOARD. 3.08 GROUNDING A. ELECTRICAL SERVICE AND SEPARATELY DERIVED ALTERNATING CURRENT SYSTEMS SHALL BE GROUNDED IS ACCORDANCE WITH NEC ARTICLE 250 -3 TO 250 -26, INCLUSIVE. B. GROUND NON- CURRENT CARRYING METAL PORTS OF ELECTRICAL EQUIPMENT ENCLOSURES, FRAMES, CONDUCTOR RACEWAYS OR CABLE TRAYS TO PROVIDE A LOW IMPEDANCE PATH FOR LINE -TO- GROUND FAULT CURRENT AND TO BOND ALL NON- CURRENT CARRYING METAL PARTS TOGETHER. PROVIDE GROUND CONDUCTOR IN EACH RACEWAY SYSTEM IN ADDITION TO CONDUCTORS SHOWN. EQUIPMENT GROUND CONDUCTOR SHALL BE ELECTRICALLY AND MECHANICALLY CONTINUOUS FROM THE ELECTRICAL CIRCUIT SOURCE TO THE EQUIPMENT TO BE GROUNDED. SIZE GROUND CONDUCTORS PER NEC ARTICLE 250 -95 UNLESS LARGER CONDUCTORS ARE SHOWN ON DRAWINGS. C. GROUNDING CONDUCTORS SHALL BE IDENTIFIED WITH GREEN INSULATION. WHERE GREEN INSULATION IS NOT AVAILABLE ON LARGER SIZES, BLOCK INSULATION SHALL BE USED AND SUITABLY IDENTIFIED WITH GREEN TAPE AT EACH JUNCTION BOX OR DEVICE ENCLOSURE. END OF SECTION 1129 Southcenter Mall Tukwila, WA 98188 mita 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 Project Number 02008018,00 PERMIT 6294 WESTFIELD SOUTHCENTER MALL Description ELECTRICAL SPECIFICATI ❑NS Computer File CW05- 2008- E3,DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith mile. .' Et) F.. i' T ;QUIRED E -3 Architect Registration REGISTERED ARCIABTECT KEI I STATE OF WASHINGTON RECEIVED CITY OF Tul rlii_A APR 2 5 2008 PERMIT CENTER By Check KLS SHEET METAL NOTES 1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL INTENT OF THE WORK. PROVIDE SHEET METAL SYSTEMS COMPLETE AND PER APPLICABLE CODES INCLUDING ALL NECESSARY OFFSETS, FITTINGS, SPECIAL RADIUS DR MITERED ELBOWS WHICH ARE REQUIRED DUE TO SPACE CONSTRAINTS OR OTHER C❑NDITI ❑NS. 2, CONTRACTOR SHALL C ❑ORDINATE HIS WORK WITH THE WORK OF ALL OTHER TRADES, VERIFY ALL CLEARANCES PRIOR TO THE FABRICATI ❑N OF ANY WORK, 3. DUCTWORK SHALL NOT BE LOCATED OVER ELECTRICAL EQUIPMENT /PANELS. PROVIDE REQUIRED CLEARANCE IN FRONT OF ELECTRICAL EQUIPMENT. DUCTWORK SHALL NOT INTERFERE WITH ELECTRICAL EQUIPMENT CLEARANCE. 4, THE CONTRACTOR SHALL PROVIDE ALL MISCELLANE ❑US SUPPORTING STEEL, ETC. FOR THE PROPER INSTALLATION OF ALL MECHANICAL SYSTEMS. 5, COORDINATE FLOOR, WALL, ROOF PENETRATIONS, LOUVER SIZES, PAD LOCATIONS, ETC. WITH ARCHITECTURAL TRADES. 6. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT L ❑CATION OF GRILLES, REGISTERS, AND DIFFUSERS. 7, INSTALL MANUAL VOLUME DAMPERS AT ALL SUPPLY AIR BRANCH DUCTS TO THE DIFFUSER, BRANCH RETURN AIR DUCT, EXHAUST AIR DUCT, AND OTHER L❑CATI ❑NS AS SHOWN ON PLANS. 8. PR ❑VIDE FLEXIBLE C❑NNECTI ❑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, COORDINATE AND PR ❑VIDE ACCESS DOORS IN HARD CEILING AREAS FOR ACCESS TO TERMINAL UNITS, BALANCING DAMPERS, TERMINAL UNIT HEATING C ❑IL PIPING, ETC. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 11. CONTRACTORS SHALL VERIFY THERE ARE NO COMBUSTIBLES IN THE RETURN AIR PLENUM. IF COMBUSTIBLES ARE PRESENT CONTRACTOR SHALL COORDINATE WITH ARCHITECT /ENGINEER /OWNER'S REPRESENTATIVE COURSE OF ACTION (HARD DUCT RETURN SYSTEM OR ELIMINATE COMBUSTIBLES - FIREPROOF, WRAP, ETC) 1aALL SHEET METAL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSI ❑NS. �..� i��� ��� � ��i ii /J I RG— PROVIDE AND INSTALL NEW DUCT SMOKE DETECTOR IN SA /RA DUCT AS REQUIRED BY LOCAL CODE TO PROVIDE FAN SHUTDOWN W W W.17,Of r 4 SCALE: 1 /4" - 1' ---0" MECHANICAL NOTES 1. DUCT LINING IS NOT ALLOWED RG -1 MECHANICAL PLAN �, ( F:MB -1 cu 2400 cu 2. ALL SUPPLY AIR DUCTWORK SHALL BE WRAPPED WITH 1' INSULATI ❑N TO MATCH EXISTING. 3. PROVIDE AND INSTALL FIRE DAMPERS WHERE DUCTS PENETRATE RATED CONSTRUCTION. ALL DUCTS PENETRATING SHAFTS (SMOKE BARRIERS) SHALL HAVE COMBINATION 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 JURISDICTI ❑N. 7. EACH CONTRACTOR SHALL COORDINATE INSTALLATION OF HIS WORK WITH ALL OTHER TRADES TO AV ❑ID CONFLICTS AND INTERFERENCES DURING CONSTRUCTION. 8. CONTRACTOR SHALL NOT RUN ANY PVC, PLASTIC MATERIALS OR ANY OTHER COMBUSTIBLE MATERIAL INSIDE THE RETURN AIR PLENUM. 9. MECHANICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL • EQUIPMENT ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR PRI ❑R TO ANY EQUIPMENT PURCHASE. 10.TESTING & BALANCING - ENGAGE THE SERVICES OF AN INDEPENDENT CERTIFIED TEST AND BALANCE AGENCY THAT SPECIALIZED IN AND WHO'S BUSINESS IS LIMITED TO THE TESTING AND BALANCING OF HVAC SYSTEMS AND HYDR❑NIC SYSTEMS. THE AGENCY SELECTED SHALL BE CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). AGENCY SHALL SUBMIT A COMPLETE REPORT BASED ON SMACNA 'BALANCING AND ADJUSTMENT MANUAL ", THE HVAC SYSTEM SHALL BE TESTED AND BALANCED TO DEMONSTRATE THAT SPECIFIED CAPACITY AND PROPER CONTROL FUNCTIONING HAS BEEN ATTAINED. 11. START FOR ALL EQUIPMENT SHALL BE CONDUCTED BY EACH MANUFACTURER'S START -UP REPRESENTATIVE. INCLUDE FINAL REPORT AND CERTIFICATE. PR ❑VIDE OWNER'S MANUAL AND TRAINING FOR MAINTENANCE PERSONNEL FOR EACH TYPE OF EQUIPMENT. 12.ALL EQUIPMENT AND C❑MBUSTI ❑N VENT TERMINATI ❑N ETC, SHALL BE INSTALLED PER MANUFACTURERS REC❑MMENDATI ❑NS. VERIFY AND LOCATE EQUIPMENT BASED ON MANUFACTURERS RECOMMENDED CLEARANCES. 13.C❑NTRACTOR SHALL PROVIDE RETURN AIR TRANSFER DUCTWORK FOR ALL ROOMS WITH WALLS FROM FINISHED FLOOR TO BOTTOM OF DECK. COORDINATE WALL LOCATIONS WITH ARCHITECTURAL TRADES. APIty ArAgr SD -1 X50 (TYP 4) 16x14 • • SD -1 150 'r///%/ ICI%/ f%////// e//.%/%////////////////////////%%/ O00%// O/ �O/%%%////////, OO////%%%%////%% y%%%///%%%%%/%/%////////////////////%// O/%//%%#7 if% y GENERAL NOTES 1. CONTRACTORS SHALL PR ❑VIDE EQUIPMENT AND SPECIALTIES INDICATED HERE -IN TO PROVIDE A COMPLETE AND WORKING SYSTEM. 2, CONTRACTORS SHALL COMPLY WITH ALL LAWS, LOCAL ORDINANCES AND CODES OF THE STATE, FEDERAL AGENCIES AND MUNICIPALITY. CONTRACTORS SHALL SECURE AND PAY FOR ALL NECESSARY FEES AND PERMITS REQUIRED IN THE PERFORMANCE OF HIS WORK, ALL CUTTING AND PATCHING FOR NEW WORK SHALL BE DONE BY THIS CONTRACTOR WITH THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 3. CONTRACTOR SHALL VISIT THE SITE AND CHECK THE EXISTING CONDITI ❑NS BEFORE SUBMISSI ❑N OF BIDS. NO ALLOWANCE SHALL BE MADE IN BEHALF OF EXTRA EXPENSES DUE TO THE FAILURE TO MAKE SUCH AN EXAMINATION. 4, CONTRACTOR SHALL PROVIDE A COMPLETED OPERABLE SYSTEM AS HERE -IN DESCRIBED. IF THE DOCUMENTATION IS UNCLEAR OR INCOMPLETE TO THE CONTRACTOR HE SHALL SO STATE IN WRITING TO THE OWNER'S REPRESENTATIVE /ENGINEER AND REQUEST CLARIFICATI ❑N ON THOSE ITEMS REQUIRING CLARIFICATI ❑N. IF NO SUCH STATEMENT IS MADE IT SHALL BE PRESUMED THAT THE CONTRACTOR FULLY UNDERSTANDS THE INTENT OF A FUNCTION OF THE SYSTEM DESCRIBED. 5. ANY CLAIMS FOR ADDITIONAL SERVICES BASED UPON UNDERSTANDING OF THE SYSTEMS WILL NOT BE ALLOWED. CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO CONVEY THE SCOPE OF WORK AND GENERAL ARRANGEMENT OF EQUIPMENT. DO NOT SCALE DRAWINGS. 6, CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. CONTRACTOR SHALL SECURE FINAL OCCUPANCY INSPECTI ❑N AND SUBMIT CERTIFICATES TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL FURNISH THE OWNER WITH A WRITTEN GUARANTEE TO CORRECT ALL IMPERFECTI ❑NS IN MATERIALS AND WORKMANSHIP, WHICH MAY DEVELOP IN THE SYSTEMS INSTALLED AND UNDER NORMAL USE FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE BY THE OWNER. 7. BASE BID FOR EQUIPMENT IS TO BE UNITS SCHEDULED. PRICING USING ALTERNATE ACCEPTED AND LISTED MANUFACTURES SHALL STATE ALTERNATE MANUFACTURER AND MODEL NUMBER AS PART OF BID. VOLUNTARY ALTERNATES FOR EQUIPMENT NOT LISTED SHALL ONLY BE WITH WRITTEN ACCEPTANCE OF THE ENGINEER 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 INSTALLATION IS COMPLETE, CONTRACTOR SHALL BE RESPONSIBLE FOR STARTUP, INSPECT ❑RS' APPROVAL AND CLEAN UP. CONTROLS NOTE MECHANICAL KEYED NOTES: (MECHANICAL KEYED NOTES APPLY TO THIS SHEET ONLY) CONNECT TO EXISTING SUPPLY AIR MAIN (VERIFY IN FIELD). CONNECT EXHAUST FROM TOILET EXHAUST FAN TO MALL EXHAUST DUCT MAIN (VERIFY IN FIELD). MECHANICAL SYMBOL LEGEND: NOTE' THE FOLLOWING SYMBOLS SHALL BE AS INDICATED, UNLESS NOTED OTHERWISE ON PLANS. x SD -1: 24 "x24' SUPPLY DIFFUSER RG -11 24'x24" RETURN GRILLE ® THERMOSTAT -'v'1 DUCT FLEX 79 CEILING MOUNTED INLINE EXHAUST FAN. FMB CONTROLS SHALL MATCH MALL CONTROLS SYSTEM. CONTROLS CONTRACTOR SHALL TIE -INTO EXISTING CONTROLS FOR OPERATI ❑N. 1129 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 6294 Project Name WESTFIELD SOUTHCENTER MALL Description MECHANICAL PLAN Computer File CW05- 2008— M1,DWG Scale AS NOTED Template 4.3 (120101) P rrl i� ' 'N ".I: 1 aPCV AL M -1 Architect Registration KEI REGISTERED ARCHITECT STATE OF WASHINGTON Issues By Check PERMIT KLS RECEIVED CITY OF TUKWIiAA PERMIT CENTER All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. 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 D DTFS SIZE D APPLICABLE NOTES 1,2,3,4,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6,7 AIR DEVICE SCHEDULE MARK DESCRIPTION SIZE MAXIMUM CFM MAX. P.D. (in. w.g.) MAXIMUM NC LEVEL BASED ON APPLICABLE NOTES MANUFACTURER MODEL SD -1 SQUARE LOUVER FACED CEILING DIFFUSER 24 "x24" SEE CAPACITY SCHEDULE 0.1" 30 TITUS TMSA 1, 2, 3 SR -1 WALL AND /OR DUCT MOUNTED SUPPLY REGISTER, DOUBLE DEFLECTION SEE PLANS SEE PLANS 0.1" 30 TITUS 300RL 1, 3, 4 RG -1 EGGCRATE RETURN GRILLE SEE PLANS SEE PLANS 0.1" 30 TITUS 50F 1, 3, 4 EG -1 EGGCRATE EXHAUST GRILLE 12 "x12" SEE PLANS 0.1" 30 TITUS 50F 1, 2, 3, 4 FAN SCHEDULE MARK EF -1 SERVES RESTROOM LOCATION CEILING TYPE CEILING CFM 100 EXTERNAL STATIC PRESSURE (in. w.g.) 0.6" ELECTRICAL DATA: DRIVE DIRECT HP 80 WATTS VOLTS /PHASE 115/10 FAN RPM 950 BASED ON: MANUFACTURER GREENHECK MODEL SP -B110 APPLICABLE NOTES 1, 2 AIR DEVICE CAPACITY SCHEDULE MARK CFM RANGE FACE SIZE (inches) SR -1 (272 RL) 0 -135 6 "x6" 136 - 240 10 "x6" 241 - 340 14 "x6" 341 - 450 18 "x6" 451 - 775 18 "x10" AIR DEVICE CAPACITY SCHEDULE MARK CFM RANGE NECK SIZE (inches) SD -1 0 - 250 8 "0 251 - 425 10 "0 426 - 700 12 "0 701 -1000 14 "0 AIR DEVICE NOTES: 1. DESIGN CFM AS NOTED ON PLANS. 2, SEE AIR DEVICE CAPACITY SCHEDULE FOR NECK SIZE. DUCT SIZE TO DIFFUSER/REGISTER /GRILLE SHALL BE EQUAL TO NECK NECK SIZE, UNLESS OTHERWISE NOTED. 3. PROVIDE MOUNTING FRAME AND BORDER STYLE TO ACCOMMODATE THE ARCHITECT'S REFLECTED CEILING PLAN AND /OR WALL CONSTRUCTION. 4. PROVIDE VOLUME DAMPER. 5. RETURN, EXHAUST, AND TRANSFER GRILLES SHALL BE 24 "x24 ", UNLESS OTHERWISE NOTED ON PLANS. FAN MIXING BOX PLAN INFORMATION: REHEAT COIL MAXIMUM DESIGN PRIMARY AIR CFM \_ OTHERWISE NOTED MIN. STOP @()% OF DESIGN PRIMARY AIR CFM «rr«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 45" CLINCH COLLAR OR ROUND SPIN -IN FITTING CONNECTION WITH MANUAL VOLUME DAMPER AND LOCKING QUADRANT. (SEE PLAN) NOT TO SCALE TRANSITION TO ROUND OR ROUND DUCT SAME AS DIFFUSER NECK UNLESS NOTED OTHERWISE. (SEE PLAN) MAX. 5-0" LONG (EXTENDED) ROUND FLEXIBLE DUCT CONNECTION SAME AS DIFFUSER NECK DIA. (1 -90° BEND. MAX.) CEILING DIFFUSER (SEE PLAN) STANDARD DIFFUSER AND DUCT CONNECTION DETAIL Doe,,z5 MANUAL AIR VOLUME DAMPER W/ LOCKING QUADRANT (TYPICAL) TRANSITION TO ROUND WHEN REQUIRED (SEE PLAN) CLAMP (TYP) 1129 Southcenter Mall Tukwila, WA 98188 / 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 Consultant Registration Issues and Revisions No. Date 1 03.31.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02006088.00 Description GENERAL INFORMATION Computer File CW05- 2008- T1.DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. +-' 7 P - JAL •�.sas:EO tit cc Issues PERMIT REGISTERED ARCHITECT KEI STATE OF WASHINGTON 6294 Architect Registration By Check KLS CITY o F TIVIE�. APR 2 5 CENTER 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 BEING REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER. THE OWNER SHALL INDICATE WHICH ITEMS IF ANY ARE TO BE RETAINED. ITEMS TO BE SALVAGED SHALL BE MOVED TO A STORAGE AREA THAT IS DESIGNATED BY THE OWNER. ALL OTHER MATERIALS AND EQUIPMENT, NOT WANTED BY THE OWNER, SHALL BE REMOVED FROM THE SITE AND BE PROPERLY DISPOSED OF. C. WHERE EXISTING WALLS, FLOORS OR OTHER PORTIONS OF THE BUILDING REQUIRE PATCHING AFTER REMOVAL OF MATERIAL OR EQUIPMENT, THE PATCHING SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR. D. NO ASBESTOS WORK OF ANY NATURE SHALL BE PERFORMED BY THE CONTRACTOR PURSUANT TO THIS CONTRACT. IF DURING THE CONSTRUCTION OF THIS PROJECT, WORK INVOLVING ASBESTOS IS SUSPECTED OR ENCOUNTERED, PROMPTLY NOTIFY THE OWNER, AND THE OWNER, WITH HIS OWN FORCES OR BY SEPARATE CONTRACT SHALL BE RESPONSIBLE FOR COMPLETE REMOVAL AND DISPOSITION OF THE ASBESTOS. IF THE CONTRACTOR CLAIMS THAT DELAY AND ADDITIONAL COST IS INVOLVED BECAUSE OF THIS ACTION, HE SHALL MAKE CLAIM AS PROVIDED ELSEWHERE IN THE CONTRACT DOCUMENTS. 15400 PLUMBING: (THE WORD CONTRACTOR IN THIS SECTION SHALL REFER TO TENANTS PLUMBING CONTRACTOR.) A. SCOPE UNLESS NOTED OTHERWISE, THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSTALLATION OF A COMPLETE AND TENANT ACCEPTABLE OPERATING PLUMBING SYSTEM HEREIN DESCRIBED INCLUDING: HOT AND COLD WATER SYSTEMS, CONNECTION TO EXISTING SANITARY SEWER SYSTEMS, PLUMBING FIXTURES, MISCELLANEOUS PLUMBING AND INSULATION. B. MATERIALS UNDERGROUND SANITARY SEWER AND VENT PIPING: BELL AND SPIGOT COST IRON WITH LEAD AND OAKUM OR NEOPRENE COMPRESSION JOINTS OR HUBLESS CAST IRON WITH TYPE MG CAST IRON COUPLINGS. STAINLESS STEEL BONDS ARE ACCEPTABLE IF COATED WITH BITUMASTIC. ABOVE GROUND SANITARY SEWER AND VENT PIPING: BELL AND SPIGOT CAST IRON WITH LEAD AND OAKUM OR NEOPRENE COMPRESSION JOINTS: OR HUBLESS CAST IRON PIPE AND JOINTING SYSTEM EXCEPT THAT TYPE MG CAST COUPLINGS SHALL BE USED FOE STOCKS MANE THAN 25 FT. HIGH. VENT PIPING MAY ALSO BE SCHEDULE 40 GALVANIZED STEEL WITH CAST IRON SCREWED DRAINAGE FITTINGS. VENT PIPING PASSING THROUGH ROOF: CAST IRON WITH NOT LESS THAN 12" PROJECTION ABOVE ROOF WITH APPROVED FROST JACKETS. WATER PIPING — TYPE L HARD COPPER WITH WROUGHT COPPER FITTINGS AND SHUT—OFF VALVE AT EACH FIXTURE. PIPING OF DISSIMILAR METALS MUST BE DIELECTRIC ALLY ISOLATED. CONDENSATE DRAIN PIPING: SAME AS WATER PIPING. PIPE HANGERS: CONFORM TO ANSI /MSS SP58. CONSTRUCT HANGERS OF CORROSION RESISTANT GALVANIZED STEEL (MICHIGAN #100), EXCEPT PROVIDE COPPER PLATED HANGERS SUPPORTING COPPER PIPING (MICHIGAN #100). SPACE HANGERS AS REQUIRED BY CODE, WITH A MINIMUM OF ONE HANGER PER PIPE JOIST. SUPPORT HANGER FROM TOP OF STRUCTURAL MEMBER. DO NOT SUPPORT FROM ROOF DECK OR OTHER EQUIPMENT. VERTICAL PIPING SHALL BE SUPPORTED WITH STANDOUT HANGERS AT EACH JOINT AND RISER CLAMPS AT FLOOR AND ROOF. SMALL PIPING (3/4" OR LESS) IN WALLS MAY BE SUPPORTED FROM METAL WASTE OR VENT PIPING USING WEJ —IT "ADJUSTABLE SPACER SYSTEM" COMPONENTS. C. TESTING TEST ALL PLUMBING PIPES AS REQUIRED BY STATE, CITY OR LOCAL CODES AND ORDINANCES. TESTS SHALL BE MADE IN THE PRESENCE OF THE PROPER INSPECTION AUTHORITIES, AUTHORIZED REPRESENTATIVE OF TENANTS ARCHITECT AND /OR THE LANDLORD'S ARCHITECT. FURNISH ALL NECESSARY TEST CERTIFICATES TO THE ARCHITECT. D. DISINFECTING WATER PIPES DISINFECT THE ENTIRE WATER SUPPLY SYSTEM, FILLING WITH A SOLUTION OF 50 PPM OF AVAILABLE CHLORINE AND ALLOW TO STAND SIX HOURS BEFORE FLUSHING AND RETURNING. TO SERVICE. E. PIPING INSULATION: EDIT FOR THICKNESS REQUIRED. INSULATE DOMESTIC HOT WATER, COLD WATER AND CONDENSATE PIPING WITH 1/2" FIBERGLASS, WITH ALL PURPOSE JACKET: SEAL ALL JOINTS. INSULATE FITTINGS WITH MITERED SEGMENTS AND VAPOR SEALS, INSULATE ALL EXPOSED WASTE AND WATER PIPING ON HANDICAP FIXTURES USING TRUBRO KIT NO. 102W WITH ACCESSORY NO. 105, OR APPROVED EQUAL. F. CUTTING AND PATCHING THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED TO INSTALL ANY PORTION OF THIS WORK. PATCH WITH NEW MATERIALS OF THE SAME TYPE THAT WAS REMOVED. REFINISH PATCHED SURFACE TO MATCH EXISTING ADJACENT SURFACES. ALL ROOF PENETRATION BY LANDLORD'S ROOF CONTRACTOR AT FIFE CONTRACTOR'S EXPENSE. G. SANITARY SEWAGE CONNECT NEW WASTE PIPING TO EXISTING SANITARY WASTE AT THE APPROXIMATE LOCATION SHOWN. VERIFY EXACT LOCATION AND INVERT ELEVATION BEFORE COMMENCING WORK. H. COLD WATER SERVICE FURNISH AND INSTALL NEW COLD WATER PIPING FROM EXISTING PIPING TO, AND INCLUDING CONNECTION TO, NEW PLUMBING FIXTURES AND HOT WATER HEATER AS SHOWN ON PLANS. I. DOMESTIC HOT WATER FURNISH AND INSTALL ONE (I) A.O. SMITH ELSE -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 STEEL. HANGERS SHALL BE AS REQUIRED BY NFPA 13. UPON COMPLETION OF THE SYSTEM AND ON POSSESSION OF PREMISES, SUBMIT A WRITTEN CERTIFICATE TO LANDLORD FROM THE UNDERWRITER STATING THAT THE SYSTEM WAS INSPECTED AND APPROVED. 15040 HEATING, VENTING AND AIR CONDITIONING: (THE WORD CONTRACTOR IN THIS SECTION SHALL REFER TO TENANT MECHANICAL CONTRACTOR). A. SCOPE UNLESS STATED OTHERWISE, THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSULATION OF A COMPLETE AND TENANT ACCEPTABLE OPERATING HEATING AND AIR CONDITIONING SYSTEM HEREIN DESCRIBED, AND AS SHOWN ON PLANS. THE SPACE IN GENERAL SHALL BE HEATED AND COOLED BY MEANS OF A PACKAGED ROOFTOP AIR CONDITIONING UNIT(S) WITH GAS HEAT AND UTILIZING A DX COIL AND PACKAGED AIR COOLED CONDENSING COMPRESSING UNIT(S) FOR COOLING. B. ROOFTOP AIR CONDITIONING UNIT(S) PROVIDE CARRIER, TRANE, OR APPROVED EQUAL ROOFTOP AIR CONDITIONING UNIT(S) AS SCHEDULED ON THE DRAWINGS. UNIT(S) SHALL BE COMPLETE WITH BELT— DRIVEN FAN, ADJUSTABLE DRIVE, INTERNALLY INSULATED HOUSING, DIRECT EXPANSION COOLING COIL, GAS HEAT, COMPRESSOR, AIR COATED CONDENSER, DRIP PAN, FILTER SECTION WITH THROWAWAY PLEATED FILTERS, INTERNAL VIBRATION ISOLATORS, AND 14" HIGH ROOF CURB. FURNISH UNIT(S) WITH ADDITIONAL ACCESSORIES AS SCHEDULED ON THE DRAWINGS. VERIFY OPERATING VOLTAGE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING. C. CONTROLS PROVIDE ALL CONTROLS, WIRING, SENSORS, RELAYS. ETC. FOR A COMPLETE OPERATING SYSTEM THAT IS COMPATIBLE WITH INSTALLED EQUIPMENT ARID ALL LANDLORD REQUIREMENTS, INCLUDING EMERGENCY SHUTDOWN OF HVAC EQUIPMENT, UNLESS NOTED OTHERWISE. PROVIDE MULTI—STAGE HEAT /COOLED PROGRAMMABLE THERMOSTAT COMPATIBLE WITH INSTALLED EQUIPMENT AND LANDLORDS SYSTEM. THERMOSTAT SHALL BE HONEYWELL T -7300 OR EQUIVALENT PRODUCT FURNISHED BY THE MANUFACTURER OF THE INSTALLED EQUIPMENT. THERMOSTAT SHALL BE MOUNTED 5'--6" ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE ON THE DRAWINGS. D. SEQUENCE OF OPERATION OCCUPIED HOURS: SUPPLY FAN SHALL OPERATE CONTINUOUSLY AND THE OUTSIDE AIR DAMPER SHALL BE OPEN TO THE MINIMUM POSITION. DX COIL OR GAS SHALL CYCLE TO MAINTAIN SPACE TEMPERATURE SETPOINT. UNOCCUPIED HOURS: OUTSIDE AIR DAMPER SHALL BE CLOSED. SUPPLY FAN AND CONDENSING UNIT OR ELECTRIC HEATING SHALL CYCLE TO MAINTAIN SPACE TEMPERATURE SETPOINT. ECONOMIZER MODE: DIFFERENTIAL ENTHALPY CONTROLLED ECONOMIZER SHALL ACTIVATE WHENEVER THE OUTSIDE AIR ENTHALPY IS LOWER THAN THE ENTHALPY CONTROL SETTING. ECONOMIZE, DAMPERS SHALL MODULATE TO FULL OPEN POSITION, AS REQUIRED, TO MAINTAIN DISCHARGE AIR TEMPERATURE BETWEEN 52 AND 58 DEGREES FAHRENHEIT. MECHANICAL COOLING /HEATING SHALL BE LOCKED OUT OF ECONOMIZER MODE. WHEN THE SPACE TEMPERATURE SETPOINT IS SATISFIED, THE DAMPER SHALL RETURN TO THE MINIMUM OUTSIDE AIR POSITION DURING OCCUPIED MODE AND CLOSE COMPLETELY DURING UNOCCUPIED MODE. SMOKE ALARM MODE: UPON A SIGNAL FROM THE DUCT SMOKE DETECTORS OR ZONE SMOKE EXHAUST /FIRE ALARM SYSTEM, UNIT(S) SHALL SHUT DOWN, AND THE OUTSIDE AIR DAMPER SHALL CLOSE. E. CUTTING AND PATCHING THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED TO INSTALL ANY PORTION OF THIS WORK. PATCH NEW MATERIALS OF THE SAME TYPE THAT WAS REMOVED. REFINISH PATCHED SURFACE TO MATCH EXISTING ADJACENT SURFACES. ALL ROOF PENETRATIONS BY LANDLORD ROOF CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. F. DUCTWORK CONSTRUCT ALL LOW VELOCITY DUCTWORK OF APPROPRIATE GAUGE SHEET METAL FOR INDICATED SIZES IN ACCORDANCE WITH SMACNA STANDARDS. ROUTE DUCTWORK SUBSTANTIALLY AS SHOWN ON THE CONTRACT DOCUMENTS. ALL BENDS AND CURVES SHALL BE LONG RADIUS. SEAL ALL DUCTWORK IN ACCORDANCE WITH SMACNA STANDARDS: ABOVE 2" W.G. STATIC PRESSURE -- SEAL CLASS "A" BETWEEN 1" AND 2" W.G. — SEAL CLASS "B" LESS THAN 1" W.G. — SEAL CLASS "C" DUCT SIZES SHOWN ON DRAWINGS OR INSIDE DIMENSIONS. INSTALL RIGID ALL METAL DUCT SUPPORT SYSTEMS AS INDICATED IN SMACNA STANDARD. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. FLEXIBLE DUCTWORK SHALL BE WIREMOLD WCK OR WK. THERMAFLEX M —KE. FLEXMASTER 3M OR NORFLEX NT -25M. MAXIMUM FLEXIBLE DUCT LENGTHS SHALL BE 5 FT. FLEXIBLE DUCTWORK SHALL BE EXTERNALLY INSULATED WITH UL LISTED 1" FLEXIBLE FIBERGLASS AND NON— COMBUSTIBLE VAPOR BARRIER . INSTALL ADJUSTABLE QUADRANT DAMPERS IN ALL BRANCH DUCTS, AND AS REQUIRED TO BALANCE THE AIR SYSTEM. G. BALANCING AIR SYSTEMS TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT CONTRACTOR WHO A IS CURRENTLY LICENSED ASSOCIATED AIR BALANCING COUNCIL (AACD) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) BALANCING CONTRACTOR: THE MECHANICAL CONTRACTOR CAN NOT BE USED TO BALANCE THE SYSTEM. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING AND BALANCING SHALL BE BY THE GENERAL CONTRACTOR. THE HVAC CONTRACTOR SHALL BE PRESENT FOR THE AIR BALANCE TO VERIFY ACCESSIBILITY TO ALL DEVICES, VERIFY ALL OPERATING SEQUENCES. THE MECHANICAL CONTRACTOR SHALL REMOVE AIR FILTER USED DURING CONSTRUCTION AND INSTALL NEW FILTERS IN ALL UNITS JUST PRIOR TO THE AIR BALANCE WORK BEING DONE. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION, EXCEPT AS NOTED OTHERWISE. HVAC CONTRACTOR SHALL ALSO INSTALL A NEW SET OF FILTERS AT THE TIME OF PROJECT TURNOVER. ALL CONTROL SEQUENCES SHALL BE TESTED AND CORRECTED /ADJUSTED AS REQUIRED FOR CORRECT OPERATION AS SPECIFIED (INTERLOCKED EQUIPMENT SMOKE DETECTORS, SMOKE EVACUATION, ECONOMIZER. ETC.) AND OPERATING STATUS RECORDED IN THE REPORT. 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 I" OWENS— CORNING FIBERGLASS COATED DUCT LINER BOARD OR APPROVED EQUAL. DUCT SIZES SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. APPLY INSULATION WITH MANUFACTURER'S APPROVED ADHESIVES, MASTICS AND MECHANICAL FASTENERS. 3. ALL RETURN EXPOSED OR CONCEALED SHALL BE ACOUSTICALLY LINED 10' -0" MINIMUM FROM ANY FAN OR AS SHOWN ON THE PLANS. a. ACOUSTICAL INTERNAL INSULATION SHALL BE 1" OWENS — CORNING FIBERGLASS COATED DUCT LINER BOARD OR APPROVED EQUAL. DUCT SIZES SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. APPLY INSULATION WITH MANUFACTURER'S APPROVED ADHESIVES, MASTICS AND MECHANICAL FASTENERS. N. SMOKE DETECTORS CONTRACTOR TO FURNISH AND INSTALL PYROTRONICS OR APPROVED EQUAL, IONIZATION TYPE DUCT SMOKE DETECTOR IN RETURN AIR DUCT TO DE— ENERGIZE SUPPLY AIR UNIT UPON ACTIVATION. ELECTRICAL CONTRACTOR TO PROVIDE POWER TO SMOKE DETECTOR. 1129 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seethe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 03.31.08 Project Name 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. IIc. r nn n is FERMI? 41D ! Issues PERNIT M -3 6294 Architect Registration REGISTERED ARCF ECT KEI STATE OF WASHINGTON RECEIVED Z008 PERMIT CENTER WESTFIELD SOUTHCENTER MALL By Check KLS PLUMBING FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL NUMBER NOTES WC AMERICAN STANDARD #2168.100 C/W SUPPLY PIPING, ANGLE VALVE, WALL FLANGE AND FLEXIBLE RISER. (ZURN ZH- 8825- CR -LK) SEAT OLSONITE #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 ED ZURN ZN- 415 -6S CAST WITH DEEP SEAL TRAP AND 6" STRAINER TP PPP INC. #PR -500 FULLY AUTOMATIC, ALL BRASS TRAP PRIMER VALVE, ACTIVATED BY A DROP IN BUILDING WATER PRESSURE, NO AJUSTMENT REQUIRED, MODEL PRIME -RITE FOR 1 TO 4 TRAPS WITH DISTRIBUTION UNIT. MUST BE INSTALLED ON A FRESH COLD WATER LINE OF 1 1/2" DIAMETER OR LESS, AS INDICATED ON DRAWINGS, OR REQUIRED BY PLUMBING CODE. WCO ZURN — WALL CLEAN OUT -CAST IRON CLEAN OUT TEE WITH BRONZE THREADED CLEAN OUT PLUG. PLUG TO BE GAS AND WATER TIGHT. WALL ACCESS PANEL - ZURN #ZANB- 1460 -9 9 "x9" WALL ACCESS PANEL AND FRAME: SMOOTH NICKEL BRONZE SECURING LUGS. GENERAL PLUMBING NOTES 1. ALL PLUMBING INSTALLATIONS SHALL COMPLY WITH STATE AND LOCAL CODES. 2. PLUMBING CONTRACTOR SHALL MAKE CORRECTIONS IF WATER SUPPLY AND DRAINAGE FOR THE BUILDING ARE REVERSED. 3. INSTALL ALL THREADED CLEANOUT PLUGS WITH PIPE DOPE TO ALLOW EASY REMOVAL IN THE FUTURE. 4. IT WILL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO INSURE THAT ITEMS TO BE FURNISHED UNDER PLUMBING CONTRACT WILL FIT THE SPACE AVAILABLE - PLUMBING CONTRACTOR SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPACE REQUIREMENTS, INCLUDING THOSE FOR CONNECTIONS AND SHALL FURNISH AND INSTALL SUCH SIZES AND SHAPES OF EQUIPMENT THAT ARE THE TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 5. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, FLOORS, AND ROOF WITH EACH CONTRACTOR RESPONSIBLE FOR 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. •• WC TO TRAP PRIMER CONNECTION AT FD FD LAV r. WATER RISER DIAGRAM (2) SCALE: N.T.S. PROVIDE BALL VALVE. UNION 10 GALLON WATER HEATER ABOVE TOILET CEILING. PROVIDE 3" DEEP GALV PAN W /SOLDERED SEAMS TERMINATE INDIRECTLY INTO FLOOR DRAIN ROUTE AUX. DRAIN TO APPROVED RECEPTOR SUCH AS TATTLETAIL DRAIN ETC. WATER HEATER T & P AND DRAIN PAN CANNOT CAUSE TRIPPING HAZARD. VERIFY EXACT LOCATION IN FIELD. EXTEND NEW 4" SS TO EXISTING SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. 4" AI PLUMBING PLAN SCALE: 1 /4" = 1' ---0" PROVIDE AND INSTALL 4" V.T.R. 3" FD W /TRAP PRIMER LAV N WASTE RISER DIAGRAM 3 SCALE: N.T.S. EXTEND NEW 4" SS TO EXISTING SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. 1 1129 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 Project Name Project Number 02008018.00 Description PLUMBING PLAN Computer File CW05- 2008--- P1,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. L aly" 1 Pr OVAL Issues PERMIT KE REGISTERED ARCHdTECT STATE OF WASHINGTON 6294 Architect Registration RECEIVED T/ I In A A I r i urwVI 008 PERMIT CENTER WESTFIELD SOUTHCENTER MALL By Check KLS