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HomeMy WebLinkAboutPermit D08-095 - WESTFIELD SOUTHCENTER MALL - PUMPKIN PATCH - TENANT IMPROVEMENTPUMPKIN PATCH 1026 SOUTHCENTER MALL DOS -094 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -095 Occupant /Tenant: PUMPKIN PATCH Building Address: 1026 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: 90 aev zeve DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 1026 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: PUMPKIN PATCH Address: 1026 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Cityif 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 Contact Person: Name: TIM SCHENK Address: 1120 E 80 ST, STE 211 , BLOOMINGTON MN 55420 Phone: 800 541 -0821 Contractor: Name: OAKSTONE CONSTRUCTION INC Address: 4065 YOSEMITE PL , PLACERVILLE CA 95667 Phone: 530 - 642 -8858 Contractor License No: OAKSTCI988KC DESCRIPTION OF WORK: TENANT IMPROVEMENT Value of Construction: $165,000.00 Fees Collected: $2,872.20 Type of Fire Protection: SPRINKLER/AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -095 Issue Date: 03/17/2008 Permit Expires On: 09/13/2008 Expiration Date: 05/24/2008 D08 -095 Printed: 03 -17 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City aOTukwila • 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: doc: IBC -10/06 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. Permit Number: D08 -095 Issue Date: 03/17/2008 Permit Expires On: 09/13/2008 Date: e 6 — C7`06 The granting of s permit does not presum to give authority to violate or cancel the provisions of any other state or local laws regulating construction or perfrm ce work. I aut rized to sign and obtain this development permit. n 3 Signature: rl/! Date: /`v Print Name: q( ti Kai/ . , 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 -095 Printed: 03 -17 -2008 City of Tukwila Parcel No.: 6364200010 Address: 1026 SOUTHCENTER MALL TUKW Suite No: Tenant: PUMPKIN PATCH 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -095 Status: ISSUED Applied Date: 02/19/2008 Issue Date: 03/17/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the doc: Cond -10/06 D08 -095 Printed: 04 -18 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 21: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire doc: Cond -10/06 D08 -095 Printed: 04 -18 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 28: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 29: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 31: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 32: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 33: Install mechanical stops between rolling shelving units so that when units are rolled together, a 6 inch flue space is maintained to prevent sprinkler obstructions greater than 4 ft. wide. 34: Storage shall be maintained 2 feet or more below the ceiling in nonsprinldered areas of buildings or a minimum of 18 inches below sprinlder head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 35: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 36: 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. 37: Local U.L. central station supervision is required. (City Ordinance #2051) 38: 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) 39: 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) 40: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. doc: Cond -10/06 D08 -095 Printed: 04 -18 -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 41: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 42: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 43: 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. 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206) 575 -4407. * *continued on next page ** doc: Cond - 10/06 D08 -095 Printed: 04 -18 -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 performance of work. Signature: Print Name: doc: Cond -10/06 /• 60 /4a-el 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 -095 Printed: 04 -18 -2008 Parcel No.: 6364200010 Address: 1026 SOUTHCENTER MALL TUKW Suite No: Tenant: PUMPKIN PATCH 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -095 Status: ISSUED Applied Date: 02/19/2008 Issue Date: 03/17/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the doc: Cond -10/06 008 -095 Printed: 03 -17 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 min) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 21: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 nun) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire doc: Cond -10/06 D08 -095 Printed: 03 -17 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Code shall have letter widths, strokes and spacing m proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 28: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 29: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 31: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 32: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 33: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 34: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 35: Local U.L. central station supervision is required. (City Ordinance #2051) 36: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 37: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 41: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. doc: Cond -10/06 D08 -095 Printed: 03 -17 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D08 -095 Printed: 03 -17 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 ( 4 ra Date: 3 -/?---6 D08 -095 Printed: 03 -17 -2008 CITY OF TUKWILI Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 0a 1C Plumbing /Gas Permit No. P l: Building Permit No. Mechanical Permit No. Public Works Permit No. Project No. ro-o4b For office use only) 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 ** SITE LOCATION Contact Person: E -Mail Address: Contractor Registration Number: King Co Assessor's Tax No.: GS (0 Zo - bC Site Address: E2333 Si...WcerkCr Ma\\ Suite Number: Iz.1.S Floor: Tenant Name: �Z1.p1Vc■Y\ G New Tenant: l;•" Yes ❑ ..No Property Owners Name: \I∎1PS\-&e k r r.YCO\\0n Mailing Address: 11(0O\ WilShiry (30aAeiosd g u-s pect9e1eS GOOZS tt State State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: - I - lion SC\'1PY\r Day Telephone: X 0 b I S t - { - 1 - OR .1 Mailing Address: 112b Eo..Sr F ►4n�kiv+aer - 5;v, -■t2.. 211, PAr-ctfY11v CY\ j NA It.-AM .C'� City State Zip E -Mail Address: liKl t (- QAr\Pf:SerIC4. C Fax Number: gS7.1 - -yrg0g GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: T. e, . Mailing Address: Zip City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Cock \AY\A Mr1t L r , AI A Mailing Address: — nt Nc *h Fi elder (-oral 14(- \;Yci \-0f1; Tx - 74,(71 - 2_ 342-TINA. City State Zip Contact Person: ja,nn Y1 Day Telephone: c‹,11 k 3 - - CIO cG, E -Mail Address �� -cArrle_LAst_Vw'reckv,re • corn Fax Number: g C,7 - Rro c i ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: . EI Y APSNAcX ' z ASSOG1 c e✓C 1 ■Cfht C"1eec r \c. Mailing Address: Z51 S E Rom Dr. NW Gig• t-icurInor W A ' g135 /1 ArK1e9Or G rAer G ve City State Zip CA C{ ^Z, Contact Person: (4` E1one_nccor4 1 , ■rn Levy Day Telephone: 2S SX-SRR iJ'1I 6) E -Mail Address: :° te∎AevnPpo.C% Q&l .11 / i r n. Number:2 15(S C- C784-1114 / 7 -Igo4 tr.01'Yl Q:Wpplicanons'Forms- Applications On Ltnel3 -2006 - Permit Application.doc Revised: 9 -2006 Page 1 of 6 bh BUILDING PERMIT INFORP FION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ IGPS, bell Scope of Work (please provide detailed information): C a t v - 0 ut-k O f re } cu'i\ } ey - Irty { ' e. nn t-(1 cbr n c.J - e\ca Will there be new rack storage? ❑ Yes PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal 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 j No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers MP Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Wpplications\Fo ms- Applications On Line 3 -2006 - Pcrmit Application.doc Revised: 9 -2006 bh Existing Building Valuation: $ ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Floor area of accessory dwelling: Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 3 , 1 V 3, 1 $S I IN m 2 Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORP FION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ IGPS, bell Scope of Work (please provide detailed information): C a t v - 0 ut-k O f re } cu'i\ } ey - Irty { ' e. nn t-(1 cbr n c.J - e\ca Will there be new rack storage? ❑ Yes PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal 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 j No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers MP Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Wpplications\Fo ms- Applications On Line 3 -2006 - Pcrmit Application.doc Revised: 9 -2006 bh Existing Building Valuation: $ ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Floor area of accessory dwelling: Page 2 of 6 PUBLIC WORKS PERMIT INNRMATION — 206 -433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public — ❑ ...Water Main Extension Public — 0. 0. 0. 0. Q:\Applicanons\Forms- Applications On Lm63-2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑...ValVue ❑ .. Renton 0... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ .. Highline WO # WO # WO # Private Private ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size ❑...Traffic Impact Analysis ❑...Hold Harmless — (SAO) 0... Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewa Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund /Billing: Name: Mailing Address: City Day Telephone: City State State Zip 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 t q 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct I Thermostat ' Z 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Z Incinerator— Comm /1nd MECHANICAL PERMIT INF ATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: T C3 . • Mailing Address: City State Zip Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Mechanical work (contractor's bid price): $ £ 4 3 1 oco - aes Scope of Work (please provide detailed information): 2 ne J i , t'10t�7 duck-u o . ', d Fuse r� ry t cones\ s , ► ne k..) N e aN st -N CAA r l Use: Residential: New .... ❑ Commercial: New .... Q:\Applications\Fom s- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bh Replacement .... ❑ Replacement .... ❑ Fuel Type: Electric _`! Gas _El Other: Indicate type of mechanical work being installed and the quantity below: Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain ( Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory , Water Closet i Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent ( Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPINNERMIT INFORMATION - 206 - 431-70 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: `T . [; . p . Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 12, ) . OO Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): ►liW rL.uDAsp)re^\c6 2 2 tQ Jc t l (, t1e�J %A lneak -e'r Building Use (per Int'l Building Code): (v1 Occupancy (per Int'l Building Code): Yl(1 Utilit Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:Wpplications \Forms - Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTH RIZED AGENT: Signature: Print Name: T■ YY\ Sehe.,n K— Mailing Address: 112o Ert 80 Str' e F -St -4 - e 2% \ ) (31c3cry i Yl , my.) City 11 State Zip Date Application Expires: en Date Application Accepted: ali gkezi2 Q:Wpplications\Fo,ms- Applications On Line\3 -2006 - Permit Applieation.doc Revised: 9 -2006 bh Date: 1 131 1 oQ Day Telephone: 'Roo IS4 l - OR ZI Staff Initials: Page 6 of 6 1 Receipt No.: R08 - 01571 Initials: JEM User ID: 1165 Payee: OAKSTONE CONSTRUCTION ACCOUNT ITEM LIST: Description BUILDING - 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Cash 95.64 RECEIPT Parcel No.: 6364200010 Permit Number: D08 -095 Address: 1026 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 02/19/2008 Applicant: PUMPKIN PATCH Issue Date: 03/17/2008 Account Code Current Pmts 000/322.100 35.64 000/345.830 60.00 Total: $95.64 Payment Amount: $95.64 Payment Date: 05/12/2008 02:08 PM Balance: $173.85 2249 05/12 9711 TOTAL 269.49 doc: Receipt -06 Printed: 05-12 -2008 Receipt No.: R08 -01572 Initials: JEM User ID: 1165 Payee: OAKSTONE CONSTRUCTION • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Cash 173.85 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/322.100 54.96 000/345.830 118.89 Total: $173.85 Parcel No.: 6364200010 Permit Number: D08 -095 Address: 1026 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 02/19/2008 Applicant: PUMPKIN PATCH Issue Date: 03/17/2008 Payment Amount: $173.85 Payment Date: 05/12/2008 02:08 PM Balance: $0.00 2249 05/12 9711 TOTAL 269.49 (9- V doc: Receiot -06 Printed: 05 -12 -2008 Parcel No.: 6364200010 Permit Number: D08 -095 Address: 1026 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 02/19/2008 Applicant: PUMPKIN PATCH Issue Date: Receipt No.: R08 -00786 Payment Amount: $1,742.50 Initials: WER Payment Date: 03/17/2008 02:20 PM User ID: 1655 Balance: $0.00 Payee: OAKSTONE CONSTRUCTION • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http:/lwww.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11674 1,742.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts 1,738.00 4.50 Total: $1,742.50 • 0064 03/17 0710 TOTAL 2393.50 doc: Receiot -06 Printed: 03 -17 -2008 Doc: RECSETS -06 RECEIPT NO: R08 -00472 Initials: JEM Payment Date: 02/19/2008 User ID: 1165 Total Payment: 1,408.35 Payee: ELDER -JONES SET ID: S000000966 SET NAME: Tmp set /Initialized Activities SET TRANSACTIONS: Set Member Amount • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http:/lwww.ci.tukwila.wa.us ' D08,- ,0 95: 1,129.70 EL08 -165 118.90 M08 -048 130.75 PG08 -052 29.00 TOTAL: 1,408.35 SET RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 50782 1,408.35 TOTAL: 1,408.35 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES Account Code Current Pmts 000.345.832.00.0 118.90 000/345.830 1,289.45 TOTAL: 1,408.35 8779 02/19 9710 TOTAL 1408.35 Project: r . .. f 1 A 4 e 1.1 Type of Inspection: rhAi `,. Address: 10'416 f / 4t( Date Called: Special Instructions: Date Wanted: 7-- zef-,r a.m. p.m. Requester: Phone No: I f INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 14. PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 ® Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: re/0 r ?n C 4-:-‘ 1 Date: Inspector: ❑ $60.00REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: Pt, - 1 / ,rx 1 7.4 * 1 i Type of Inspection: e . r . 04 Address: 10426 riri Date Called: Special Instructions: Date Wanted: a.m. Requester: PhoneNo: rct INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: galcks qv1 rv+ scte,ir fio Fi3O' r te a � aa�„ r rtriptre Inspector: 'Date: 17 $60.00 FEE REQUIREQfiPrior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 400. Call to schedule reinspection. Receipt No.: 'Date: Project: P�►� P lei n Pa��� Type of Inspection: / 1 ri CgE I Address: 1 2. 1'0 � 1,1- Date Called: Special Instructions:. 'c Date Wanted: ...i / 47 . 47 a.m. p.m. Requester: Phone Noll b _ Q- 2I- 12 INSPECTION NO. INSPECTION RECORD Retain a copy with permit ofc PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ‘e- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 gi Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Reuiaad rt pU, a rotrt P' � i � rrir e!h A nspector. Dater /, / El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Proje ctP/A k%11 R/,1144 Type of Inspection: / . Address: n M // Date Called: Special Instructions: Date Wanted: 7, :" y O a i Req Phone No: 6 48 gio3 /2 Doi -o95' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ierAids , mk 7' be ,t n,ek Y ei ®r -7's cceli r ate: 7// 4 ❑ $60.OXYPEINSPECTION FEE REQUIRED. Priorto inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project. f//77k P4 Type of Ins action: F //04/ A,os 49/9 // Date Called: Special Instructions: Date tad : / ..e267 ‘ Requester: Phone N o: _ c? 6- '7/- bra's /2 INSPECTION RECORD' Retain a copy with permit alYg 0'75 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ej Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 74 (0,7 c / - 7` - e 0 c sc 75/aft • Inspector ' (Date: 7 , /'2 ❑ $60 0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project. m ®�iN , 7fr,1 Type of Ins ection: it/<I Address: /0- 7)mr9 // Date Called: Special Instructions: Date Wanted: � /g —` p.m. Requester: P q ( :7 (5 ./ ' a �O INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: 5cctke . rQ G k- E CV U{NL,_ Inspector: (Date: 7 //r ri $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: Date: C OMMENTS: Type of Inspection: ( L a ( i e=) t '(42.'4 a ir i s,..5 o !E 5 0•� e. 4e1.',� coke• i ,4•'1 , R H < f/[/ ‘,...,k ror F!„,. s 6,r .• f 4 x.... - 20 Requester Phone No ci 1 Co- 8"1 t io / P t: tw��c 1� Type of Inspection: ( L a ( i e=) Adess: m q l ( Date Called: Special Instructions: Date Wanted: ^oe, 20 Requester Phone No ci 1 Co- 8"1 t io 11 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: ❑ $58.00 REI SPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: Proj ckt ync)V � QN4 Type of nspection: us t ! IAA Address: Date Called: Special Instructions: Date Wanted: t„f_ -0_ Ca.m.. p.m. Requester: Phone No: .►'} / =r 16-$ l l -V)SUS t INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Nt Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: pector: Date: D .00 REINSPECTION FEE kE QUIRE Prior to inspection, fee must be id at 6300 Southcenter Blv d .. Suit 100. Call the schedule reinspection. Receipt No.: Date: Projget /,ln7 /e/ / / 4 (Z/( Type of Inspection: _Z Address: /1)24 mg'( Date Called: Special Instructions: ■ Date Wanted: 6rr . -/ / op p.m. Requester: Pho a No: - / 6— f7J -0 /0 006-5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: El $5 : , REINSPECTION FEE REQU ' ED. Pri • r o inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. all the schedule reinspection. Receipt No.: Date: g1, ;r te 4,4v suio.. ti tf veges - g...w p.:r.:g .rs : F.a.•51 :. ifekVoVINikiitageto Pro /-0/,17, 1 /1/ ,h /) Type of Inspection: S7 /5i*/V4d a Address Date CaIIed:� 90 Ca) 6 Special Instructions: Date Wante�e1C27 Requester: Phone No: 49/6, -g 7/- ash S SPECTION RECORD Retain a copy with permit INSKECTION O. PI IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: fitq OW 46 — 4Agi $58.00 R NSPECTION FEE R UIRED. Pr r to inspection. fee must be pai at • 00 Southcenter Blv: Suite 100. - lithe schedule reinspection. Date: iAxcc artn�ar •.. .w .i... pe+.w; "'s u.lrtn%s. �x.i� �` ': e:�., ��._ ....s1 Proj t: // Type of Inspection: art 7232 / m iq!/ Date Cat e Special Instructions: Date Wanted: ---` 77 -d a a.m. p.m. Reque ter: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTI N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. gl Corrections required prior to approval. COMMENTS: ) et r k Ar(4' # 'V P 61/ A.. —a/ a $5 REINSPECTION FE - EQUIRED rior to inspection. fee must be pa at 6300 Southcenter BI d.. Suite 00. Call the schedule reinspection. Receipt No.: Date: 41_ A ._ _ .- _ - -.. _ �. is � _ s..e_�.r� . . Pr t: letAP (4_ �, �� Type of Inspection: __.1 —w VS Address: 1 OZL 5 aLlhog,41 ft ( Date Called: Special Instructions: Date Wanted: ( y ' dG d ui., Requester: Phone No: INSPE ION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. OMMENTSp 0) L..; 6 In pector: E] $58.' I REINSPECTION FEE REQUIRED. P for o inspection. fee must be pai -t 6300 Southcenter Bl d., Suite 100 Call the schedule reinspection. Date: 0 Receipt No.: 'Date: Projject: // // l ,6-• it / ° 44/ 1 1 Type of Inspection: rtr.ei ;^ , Addres's: 1926 5 M rshli PEA I / Date Called: Special Instructions: Date Wanted: i - a - * a.m. -per' Requester: Phone No: fie 67/ 09 v, 1 0 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: • - . ibtaaia ..,. � k .3 _.._ , Project: ry i kr1 ( . Type ojjnspection: ''tL 614 �� F Address: /026 c,/fAcctiferiN /1 Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 9 !(' V7 / 0 /a5 4 0 S INSPECTION RECORD RA-095-- Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (Z06)431 -3670 INSPECTION NO. PERMIT NO. 0 Approved per applicable codes. O Corrections required prior to approval. COMNM . (?lam ( 7k t' ) -rt gdr, o.-v r! d L .ro4 Inspector: Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENTS: _ C am,, e t, 1 ? 1 , re. 1. /1 { •5'T krG -.an its fcri/v Ai i2iiA 1 * g 1 110 Special Instructions: Date Wanted: 1 - 2 f of sit 0 . Requester: Phone No: i p 7 4105 Project: 1.►- t ',, PA i-( Type of Inspection: // 1.2Acirke $/l/, !� /, re l� //�� Stet Address: 1024 5... "I,ris4,. /'7F1 Date Called: Special Instructions: Date Wanted: 1 - 2 f of sit 0 . Requester: Phone No: i p 7 4105 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. D Corrections required prior to approval. Inspector: Date: $58.00 REI SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: • . _.. t _� a ._ .. Y. ,24t6ma„ "r• COMMENTS: 0 4J-' " c- /r,.ris %v , e.,/,1// a /0"/ As-7 CCU/' /fete /o r ,?,4##i? / P. -� 40Y "Lief t-Ner ter /h 'h 1 441.4 11 ; Week X -el / a/ /ham a Date Wanted: / 3 -.2.4 - ve p.m. Requester: P e i ° ' /7 —v 5 ■ Proje A/ ? / s9 ?° 4 Type of Insp ction: ........4 lf/ Address: / /Q ?(.9 .5;w -A .0� 41,9 to Called: i t Special Instructions: Date Wanted: / 3 -.2.4 - ve p.m. Requester: P e i ° ' /7 —v 5 3 Instfecto Receipt N o.: Date: A vg INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Ni Corrections required prior to approval. Date: "Wert C 3- 26- b $58.0 REINSPECTION EE REQUIRED. d IRED. Prior to inspection. fee must be paid 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. •_, • _ _ . • - .. ar is fp i* �� �'. 04i Pro}ect/ k' / , v A (I Type of I to . � , N / Ad re ff/ �OZ s: (a cell Date Called: _ Special Instructions: Date W nted: b 2 6-- c a p.m. Requester: P h i % - c-/ 7 - 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Pa e- 05.E PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,p 4 0 ,v/� r€ 4hr1..J4 /.1.474 4j ?C n ec£pr: ./l Date: J AwAAI / C..4 3 -2 0$ y. 00 REINSPE FEE RI QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENTS: ( • 1.1/■■ b (=...- Az. %%4/ LC SiAcc ( 4 1/ 0 kNor...,t... 7i5 6w4 1 ex_ 0-11 sc.L....s e_ f .� (4 C S. 0 5-4-‘k5 ,s►.o • d.-/ C Ir■ Special Instructions: Date Wanted: a.m. p.m. Project: n Type of spection: e- OE Address: 1 •2Co 5 .0 t. + .� Date Called: Ir■ Special Instructions: Date Wanted: a.m. p.m. Requester: - • Phone No: Do6-00.--1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I?' 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)43 1 -3670 0 Approved per applicable codes. EJ Corrections required prior to approval. Inspector Date: 31 * Og El $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: t &Lk.. 5 • - - -- •. - • .__ Project: - R I iv, p 1 ���� Type of Inspection: Address: to 6, Suite #: • Contact Person: Special Instructions: Pre -Fire: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: 1 Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ��:. "� :.� � ��' �P'�SS1�C�F . �4•YY: F?Cee}• yK'-' S�i_ L'1,N.i w. "tr?'p =45R�: - uc^f -. '- 't�^TF:LU�. 1tb 'sW:'ci-<ak w"w�^•uF.�- ^S'f."r.. 3144:75i ... Mr' i•::. R .= " s --- INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit' CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 ri Corrections required prior to approval. COMMENTS: Inspector: / ‘ 17. ' I D ate: a l 1 ?/68 if . $ 8000 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 1 T.F.D. Form F.P. 113 b Project: 1 � -,pk,� ,a --��. Type of Inspection: SP 4:oit.41 ) tfc5 L :citti. Address: Suite #: PO �' C . ►MAr�. L Contact Person: v e L kAtotAL Special Instructions: Occupancy Type: Phone No.: _ 9 g7 i _ &70 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: _ _ _ Occupancy Type: ;95{;e- .Sset''a.JS.i.a -.: :py+ty :ax!.3+'s.�'.RashriXi INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT proved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 n Corrections required prior to approval. COMMENTS: el ,- ers I . b l C -,se .� Inspector: /12,5 I Li • Date: . /0fo Hrs.: j ,�..n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F:P. 113 COMMENTS: Type of Ins ect'on: 4/A C L SP .r...- Address: � / Suite #: C � L Contact erson: Special Instructions: Hood & Duct: . Phone No.: a f -- S - 7 1 -0/0 Pre -Fire: Permits: . f �km( - Cp K. Occupancy Type: • S [ . -. I '' A L i.. 1‘} "te44 P( 3 Every LI 5Lk'; P -�' Oe -4..e) iv ti (A t �. I )s I Re. 1ecl", Project: _ L (4 ek: p P1-. Type of Ins ect'on: 4/A C L SP .r...- Address: � / Suite #: C � L Contact erson: Special Instructions: Hood & Duct: . Phone No.: a f -- S - 7 1 -0/0 Needs Shift Inspection: Sprinklers: Fire Alarm: • Hood & Duct: . Monitor: Pre -Fire: Permits: . Occupancy Type: ' SL.%-; S�!'_sb.��Y..scsr�•�JTS`Yi.'YKtl r:a`yk7sH.`S+� - . S INSPECTION NUMBER I I Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUDKWILA FIRE DEPARTMENT Molt- 04 DO %47 - ex? r 61?-4 - - 1 /r - _ PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 I I Corrections required prior to approval. Inspector: Date: 7ir k ! va Firs.: 0 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F:D: Form F.P. 113 Project: ��� V vin x r< � L Sprinklers: Type of Inspection: � �'S L co, ■ Monitor: Address: Suite #: k O 2..to .5,c , cA \ Contact Person: .c am Special Instructions: Phone No.: Needs Shift Inspecti on: Sprinklers: Fire Alarm: Hood & Duct: . Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Cali to schedule a reinspection. Word /Inspection Record Form.Doc 1/13106 0 PERMIT NUMBERS T.F.D. Form F.P. 113 p% -s - cit. 444 Andover Park East, Tukwila, Wa: 98188 - 206- 575 -4407 Corrections required prior to approval: COMMENTS: to C-0\ - tc ► arc oic + ! E sz) c. 1cz.t vkl' -La, J A∎\Li 4 Inspecto Date: ANN- - Atib 1 Hrs.. 1 COMMENTS: P, #-,- k- Type of Inspection: 4 bI o JC ove .. Address: /pa to Suite #: S . c- . M A L Contact Person: � C- x' "` ' _ 4 f ._o-C Special Instructions: _.- • Monitor: Phone No.: _ Pre- Fire: -:.„. _ _ -- Permits: • Occupancy Type: - H7 0 1 2 Z 5 X1. 19 54- a730 Pre_ t a. J S 1, 3e Hp5 2.) 14-i 1)a v a kC A y . .. .. — . . e . • 1�,. _ —tea — ... -.- . _ . . - x- t -. .. .. - . r - p Q r a v , � A l OK ` ∎ LL N.,' e - t - p P o j f o Ly 1Z j r•► 'ar'Q, D ���rn �I, IN k 6; l45 X17 �F b I ? ,a2 1 4 —,, SAL Project: p -, p k :, P, #-,- k- Type of Inspection: 4 bI o JC ove .. Address: /pa to Suite #: S . c- . M A L Contact Person: � C- x' "` ' _ 4 f ._o-C Special Instructions: _.- • Monitor: Phone No.: _ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: _.- • Monitor: _ Pre- Fire: -:.„. _ _ -- Permits: • Occupancy Type: - c INSPECTION NUMBER I I Approved per applicable codes. INSPECTION RECORD Retajn a copy with permit Word /Inspection Record :Form.Doc 1/13/06 CITY OF TUKWILA FIRE DEPARTMENT OP) S— 09 a. PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 12 . Corrections required prior to approval. Inspector: Date: € // / , / o g Hrs.: d n $80.00 REINSPECTION FEEQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Cali to schedule a reinspection: T:ED. Form F.P. 113 COMMENTS: PAA e Fire Type of Ins ep ction : 1 . S c . L L. Contact Person: C . Special Instructions: Phone No.: ld) - 734 7g.i7 tt', a5 i°44%." �. ..�. .. 9 p 3,. - • _...-- - .V -. R: ti .a• • lei, 41 ... i! -..mi . m . a +•^. 41.. .40....i.. - s. w.u• 1.. - e t Project: r p k n PAA e Fire Type of Ins ep ction : Monitor: Address: JOa b Suite #: S c . L L. Contact Person: C . Special Instructions: Phone No.: ld) - 734 7g.i7 Needs Shift Inspection: Sprinklers: Fire Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 INSPECTION NUMBER proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa: 98188 206 -575 -4407 PERMIT NUMBERS Corrections required prior to approval. Inspector: /ti Date: Lj/Z /6 g Hrs.: / $80.00 REIINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Bora imam April 7, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Joe Cracraft Oak Stone Construction 4065 Yosemite Place Placerville, CA 95667 RE: Special Inspection Pumpkin Patch Tukwila, WA Dear Mr. Cracraft, Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila a z a 1 & ASSOCIATES, INC. RECEIVED APR 14 2008 COMMUNITY DEVELOPMENT Offices Serving The Western United States KA No. 066 -08054 Permit No. D08 -095 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on March 26, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08054 DFR Template & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 31110 3 og PROJECT #: e6 O go S* PROJECT: P607D /4 M' P447 LOCATION: Svrvrs1 /nom - Ar KRAZAN PROJECT MANAGER: &9 iV/02( tow Serer ,46 . day i2 or 1 rzAl e L it) or ,ec-)p C - -- L�� 7 isce 5z4/3 (2) e e ' 1 0.0 , 004r - X 2 5 / 44 f.e- r-4,90/2 0/2,4m) fo-,z 13.9 -77/ ,eo Da Ic. 4)/C4- f C7 (i) 0 - 4 t .45 CB dye ) 94 a G ' ,c ('w o - &Lee ,B-•ri CAStl a (0457* 4/441._ / Vf c c,7e', 2 / ¢ DD4 LS cG/7 lv 070,9 &19 //v1 -o rflsT - SL -4-es #i-s �+44v t//� . " ' M1.1 z--0 A-0-/o . e6e -4-Ac). G'351 4 7/ 7 s tr AJ T- & ley 043 ) -A A/o 4ge 'e-O fie° /A►�L �ayz � ac�� ,pea/as Avs- a...04 -f3 5 o. X 4-4-4& 1? pow_ ► si - mi l ,owe !N 1©#LJ I// -erne v «/ /7 f EL ,fi1e+4, L v/ 044 ve •c/E C4' 5levc =T /m4 f? a "'Pt ®8 6 41_ 3 J Equipment/Asset Number(s): To the best of my knowledge, the abo - W AS •T performed in accordance with the approved plans, specifications, and regulatory requireme¢l a 1501 Field Report.doc Serving the Western United States FIELD REPORT NO: 81913 CONTRACTOR: c>vatiks70NE Ce iti oatic ion.) JURISDICTION: a / op Td rJ/L -.4 PERMIT #: IOOS INSPECTOR: /43 ,A ee /A10 WEATHER: GLO1/07 TEMP: .S- Technician: Revision 1 Effective Date: 5/25/05 BY:y G. OHANIAN DATE. 4 -3 -08 SUBJECT SEISMIC ANALYSIS OF STORAGE PIPP MOBILE SYSTEM FOR: PUMPKIN PATCH 633 SOUTHCENTER MALL TUKWILA, WA. 98188 PER I8C 2006 EDITION STORAGE SHELVING CAPACITY: 50 # / LEVEL CALCS. 1 THRU 3 DRAWINGS: RD -13186 RAdK DEOIdN & EN(4INEERIN( do. 412 WEST BROADWAY, QUITE #204 dLENDALE, CIA. 91204 TEL:(818)240 -3810 FAX :(818)240 -3813 RBI FOR CODE COMPLIANCE APPROVED MAY - 5 2008 EXPIRES 12 -26 -09 I hpR i1 3 p 2000 P ERMIT GENI t. SHEET NO. 1 JOB NO. RD -13186 REVISION Not Do&- oqs BY. G. OHANIAN DATE. 4 -3 -08 SUBJECT In i 48" r FOLD UNITS 50 # / LEVEL 25 # / BEAM M= 48 "x.025 = .15 "K 8 SR 22K •007 <.05 SEISMIC DESIGN V _ Sdsxl x W Rx1.4 1 =1 R =4 Sds =1 W= D.L. +L.L. LOAD PER COLUMN P= 5x.05 K _ .13 K 2 W =.12 +.13 =.25 D.L LL V 1x1x.25 = 0 4K 4x1.4 • IBC 2006 RAdK DENT N & EN(4INEERIN( do. 412 WET BROADWAY, QUITE #204 dLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SIDE VIEW BASE SHEAR PER COLUMN DOUBLE RIVET BEAM I 36" I 36" 1 r t=11 GA. I x =.05 S x =.05 F =36 Y HANGING SHELVING .04 .02 K 1 30" I SHEET NO. 2 JOB NO RD -13186 0 BY G. OHANIAN RAdK DEOI(N & ENdINEERIN(4 d0. DATE . 4 - 3 - 08 412 WE BROADWAY. QUITE #204 SUBJECT LEND. dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 COLUMN 1 /4. M —.9 +.5 = .7 "K CONN. 2 3 1 /4" I. COMBINED STRESS RATIO P +M = 5 +18= .56 <1.33 P MOMENT AT BEAM CONNECTION V R= .252x3.14 x80x.4 =1.5 K RIVET Ma = 1.5 " x1.33 =3.0 "K CONN BASE PLATE ANCHOR SHEAR = • K = 02 USE (2) -1/4 "0 ANCHORS PER BASE PLATE, 2" EMB. POWERS SCREW ANCHORS ESR -1678 OR APPROVED EQUAL NO SPECIAL INSPECTION REQ'D OVERTURNING M .04Kx2x94 "x.5x1.15 = 4.3 "K MR = .25 "= 3.8 "K A =.40 Ir10 — S min .08 r min = Q =.75 F Y= 36 KSI UPLIFT = 4.3 3' = .03 K KJ = 46 _ 85 r .54 — F - 11 KSI a P F =4 Ma min F 1.8 "K BEAM — .25 "0 RIVET F Y =8 KSI 0 4 4 1 11 1 t =14GA. MOBILE SHELVING ANTI TIP TRACK ANCHORD TO FLOOR W/ 1/4 "0 ANCHORS ® 24" o.c. ANTI —TIP BOLTED TO MOBILE CARRIAGE W/ (2) 1/4"s6 BOLTS SHELVING POST CONNECTED TO CARRIAGE W/ (2) 1/4"0 TEK SCREWS PER POST SHEET NO. 3 JOB NO.. RD -13186 COLUMN tBY ,• G. OHANIAN DATE . 4 -3 -08 SUBJECT SEISMIC ANALYSIS OF STORAGE PIPP MOBILE SYSTEM FOR: PUMPKIN PATCH 633 SOUTHCENTER MALL TUKWILA, WA. 98188 PER IBC 2006 EDITION STORAGE SHELVING CAPACITY: 50 # / LEVEL CALCS. 1 THRU 3 DRAWINGS: RD -13186 RAdK DENI(N & EN(INEERINd d0. 412 WEPT BROADWAY, BUITE #204 dLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 REVS N to 095 FILE PP S it Hop r ••■r7 rrtr. {r I t-, ; ' EXPIRES 12 -26 -09 o --ikVIENN PI.SA'�CE CODE COMPLIANCE APPROVE APR i 4 2008 SHEET N0. 1 RD -13186 JOB N0. RECERmi APR o 7 20um PERMIT CENT BY # G. OHANIAN DATE. 4 -3 -08 SUBJECT r 1 =1 R =4 Sds =1 W= D.L. +L.L. 48" r FOLD UNITS 50 # / LEVEL 25 # / BEAM M= 48 "x.025 K = .15 "K 8 SR 22 — .007 <.05 SEISMIC DESIGN V= Sdsxl x W IBC 2006 Rx1.4 LOAD PER COLUMN P= 5x.05 K — .13 K 2 W =.12 +.13 =.25 K D.L. L.L. v= 1 4x x•25 .. 04 K BASE SHEAR .4 PER COLUMN RAdK DENI(N & EN(INEERIN(I do. 412 WET BROADWAY. OU1TE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SIDE VIEW N rn DOUBLE RIVET BEAM I 36" I 36" I t=11 GA. I =.05 S x =.05 F Y= 36xsi. HANGING SHELVING 1 30" 1 SHEET NO 2 RD -13186 JOB NO. 0 - .BY ... G. OHANIAN • DATE . 4 -3 -08 SUBJECT COLUMN 3 1/4" COMBINED STRESS RATIO P + M — 4 +� 8= .56 <1.33 P MOMENT AT BEAM CONNECTION M — .9 +.5 = .7 "K CONN. 2 _ V R ' 25 2 3.14 x80x.4 =1 .5 K RIVET Ma = 1.5 "x1.33 =3.0 " CONN BASE PLATE ANCHOR SHEAR = ' 2 K = . 02 K USE (2) -1/4 "0 ANCHORS PER BASE PLATE, 2" EMB. POWERS SCREW ANCHORS ESR -1678 OR APPROVED EQUAL NO SPECIAL INSPECTION REQ'D OVERTURNING = .04Kx2x94 "x.5x1.15 = 4.3 "K M OT MR = .25 "= 3.8 " RAdK DENI(4N & EN(INEERIN( d0. 412 WET BROADWAY. � UITE #204 LENDALE, CIA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 A =.40 Irmo =• S ,,,,,,=.08 r min =.54 Q =.75 F Y= 36 KSI UPLIFT = 4'3 15 „ 3 . 8 "K = .03 K KI = 46 r .54 = 85 F a— — 11 KSI P F =4 M a min F 1.8 "K BEAM — .25 "0 RIVET Fy =80 KSI 4 1 1/4" J 4 lr8 � �4 4 t=1 4GA. MOBILE SHELVING ANTI TIP TRACK ANCHORD TO FLOOR W/ 1/4"cs ANCHORS © 24" o.c. ANTI —TIP BOLTED TO MOBILE CARRIAGE W/ (2) 1/4"O BOLTS SHELVING POST CONNECTED TO CARRIAGE W/ (2) 1/4 "0 TEK SCREWS PER POST SHEET NO. 3 JOB NO. RD -13186 COLUMN Project Info Project Address PUMP %IN PATCH STORE Date 2/5/2008 635 SOUTHCENTER MALL #1215 For Building Department Use TUKWILA, WA 98188 Applicant Name: Applicant Address: Applicant Phone: 2006 Washin.ton State Nonresidential Ener. Code Com.liance Form 2006 Washington State Nonresidential Energy Code Compliance Forms [ F . ";7 Revised July 2007 REVIEWED FOR CODE COMPLIANCE APP .9 MED MAR - 5 108 Of Tukwila B I ' IN . DMSION RECEIVED CITY OF TUKWILA FEB 1 2008 pERMIT CENTER Use' LPA` (W /sf) Use' LPA (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) " 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias, fast food establishments restaurants/bars 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia assembly spaces 1.0 Theater, motion picture 1.2 Healthcare clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference /exhibition hall 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: O Warehouses, storage areas or aircraft storage hangers ° Other Qualification Checklist Note: If occupancy type is 'Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1 521) • Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5 watt T - 1, T - 2, T T - 5, T - 8 lamps, and d) hard - wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic baffles 3. LED lights. • 2006 Washin•ton State Nonresidential Ener• Code Com•liance Form Interior Lighting Summary (b;ack) LTG -I NT 2006 Washington State Nonresidential Energy Code Compliance Form TABLE 15 -1 Unit Licthtinq Power Allowance (LPA Revised July 2007 is Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three- quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Project Info Project Address PUMPKIN PATCH STORE Date 2/5/2008 635 SOUTHCENTER MALL #1215 For Building Department Use TUKWILA, WA 98188 Applicant Name: Applicant Address: Applicant Phone: Project Description • New Building • Addition '4 Alteration • Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Lighting Power Allowance (See Qualification Checklist (over). Indicate Prescriptive & LPA 0 Systems Analysis spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) 16.0 • No changes are being made to the lighting 0 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 'A' - MH ADJUSTABLE DISPLAY LIGHT 35 86.0 3010.0 'B' - RECESSED FLUORESCENT DOWNLIGHT 36 84.0 3024.0 , c , - RECESSED LED DOWNLIGHT 11 16.0 176.0 'F' - FLUORESCENT STRIPLIGHT 12 37.4 448.8 'G' - FLUORESCENT STRIPLIGHT 28 37.4 1047.2 'a. - LED PENDANT 3 16.0 48.0 EXEMPT LTG PER TABLE 15 -1 FOOTNOTE 10 (2,487 Sp FT • 1.5 W /SF a 3,731 W) 1 - 3731.0 - 3731.0 Location (floor /room no.) Occupancy Description Allowed Watts per ft2 ** Area in ft2 Allowed x Area RETAIL STORE 1.50 3171.0 4756.5 Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage '• From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage 2006 Washin ton State Nonresidential Ener Code Com.liance Form Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Allowed Wa Revised July 2007 4756.5 Total Proposed Watts 4023.0 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. Lighting, M and Transformer Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms :LTG -CHK. Revised July 2007 Project Address PUMPKIN PATCH STORE !Date 2/5/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Requires Location on Plans Building Department Notes LIGHTING CONTROLS (Section 15131 yea 1513.1 Local control /access Schedule with type, indicate locations yes 1513.2 Area controls Maximum limit per switch a•a. 1513.3 Daylight zone control Schedule with type and features, indicate locations yes vertical glazing Indicate vertical glazing on plans n.a. overhead glazing Indicate overhead glazing on plans yee 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location a .a. (a) timer w/backup Indicate location n.a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations yee 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans yee 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes 1514 IMax. watts 'Indicate watts for each exit sign 1 I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yee 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture type lamps, ballasts, watts per fixture n.a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture • MOTORS (Section 1511) a • a • 1 1511 Elec motor efficiency I MECH -MOT or Equipment Schedule with hp, rpm, efficiency 1 TRANSFORMERS (Section 1540) Yes I 1540 (Transformers 'Indicate size and efficiency 1 I 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: 7lf f VUachinntnn Statc KInnrccirlcntial Fnarnv rnric rmmnlianra Fnrm 2006 Washin. ton State Nonresidential Ener• Code Com•liance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG-CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of tuming off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1613.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1613.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during Toss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically tuming off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of tuming off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1613.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off" feature, which tums off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1613.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: Ali permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP -1- 2002). 7lf1F \Afachinntnn Rfatc NInnrcciricntial Fncrnv ('nric lmmnlianra Firm EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or Fan Equipment Schedule A� ECEIVCD Cii I T (� ocabait F gf�iLrVlt�� IL Equip. ID Brand Name' Model No.' CFM SPA BH HPJP Flow Control t_fiic en• N 4 0/A Applicant Phone: F t819 2008 ) PFRMf7' CENTER — , VA 014 . Heating Equipment Schedule Equip. ID Drand Name' Model No.' Capadtyz Muth Total CFM OSA dm or Emma? Input Stull Output Btuh t_fiic en• Applicant Address: 0/A Applicant Phone: ) — , CoolingEquipment Schedule Equip. ID Brand Name' Model No.' Capacity' Blurb Total CFM r OSA CFM or Scone? SEER or EER IFt ys Location Applicant Address: pi A Applicant Phone: ) — , Project Info PrOiCeAddroaa4 3; ci.-„ y. Fme M Date e ' o e For Building Dept. Use .. Applicant Name: _ '1: _. - -- I _ __ VIEWED FOR COMPLIANCE Applicant Address: ® � r E Applicant Phone: r 2000 Washington Slate Nonresidential Energy Code Compliance I•orm Mechanical S ummary MECH -S.UM 2GGo Wneninpu n Sim, Ncnrer aemm knnro Goa Compbanu Forms Pee J4•2007 Project Description BrieOy describe mechanical system type and features. ift4IrgEdinit Plans Compliance Option Include documonntatidn4r.quiring compliance commissioning requir i " Ftit..E COPY MAR - 5 2008 1,1 !r 1. :, eqt�, Tukwila BUILDING DMSioi'; Q Simplo System 0 Complex System O Cyaleme'Anelyaia (See Decision Flowchart (over) ter qualifications. Use separate MECH -SUM for simple 8 complex systems.) Equipment Schedules The following information Is required to ha incorporated with the mechanical equipment schedules on the plans. For projects without plan. fill in the required Information below. Mechanic Permit Plans Checklist :]r6 wodlnpiw Simile Nonres1uaiUalEn .rpyCrdeCampnncrForm MECH -CHK na..iaalvty20.31 Project ACOress 1 � , Date le U ti. G I E f"1 �L fib L ' _ r • - The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in tho Washington State Nonresidential Energy Code, ApplicabiGly (yes. no. n.a.l Code , yechan Component intonation Required Location I on Plans L Building Oepariment Notes HVAC REQUIREMENTS (Sections 1401 -1424) N I loll — _ Equipment performance — _ 1411.4 Pkg. elec. hog.& dg. List heat pumps on schedule 1411.1 Minimum emtclency toqutpmenl schedule weft type, Capacity, efficiency 1411.1 Combustion htg_ indicate intermittent ipnitlon, flue/draft damper g jacket loss 1412 HVAC controls 1412.1 Temperature zones Indicate locations on plans 14142 Ueai: Mune control indicate 5 degree deadband minimum 1412.3 Humidity central Indicate humidistel 1412.4 Automatic setback Indicate thermostat with night setback and 7 ditf. day types 14124.1 Dampers Indicate damper location and auto. controls S Max. leakage 1412.4.2 Oplimum Start Indicate opllnlum sten controls 1412.5 Heal pump control Indicate microprocessor on thermostat schedule 1412.6 Combustion hog. Indicate modulating or staged control 1412.7 Balandng Indicate balancing features on plans 1412.6 Ventilation Control Indicate demand contort ventilation for high - occupancy areas 1422 Thennostal intedodc Indicate lhennostal interlock on plans 1423 Economizers Equipment schedule 1413 Atr economlxrrrs 14111 Air Econo Operation Indicate 100% tapabTry on schedule 1413.1 Wtr Econo Oparautul Indicate 100% cepapty at 45 degF Qb & 40 deg F wb 1413.2 VYater Econo Doc Indicate dg load & water ecartoe a cog lower performance 1413.3 Integrated operation Indicate capability for partial cooling 1413.4 Humidification Indicate rifted evap or fog atomization w/ air economizer 1414 Ducting systems 1 e c 1414.1 Duct sealing Indicate seakn9 necessary 1°13.1 rr A. 1414.2 Dud Insulation Indate R -value of insulation on duct 1415.1 Piping Insulation Indicate R -value 01 insulation cc piping 1416 ? Completion Requirements 1416.2.1 Conuniaaioning Provide commissioning plan 141022 -3 Sys.l9al & Punc.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 tequinlmente for prelim. & fnal commissioning report 1434 Separate air sys. Indicate separate systems on plans Mechanical Stunmary Form °mended and attached. easement schedule with types. input/output, efficiency, dm, hp, economizer SERV CE WA Ftli H INt; AND HEA TED ' 0 • !.5 ec ons 144 - 454) 1440 Service water hog, 1441 Eltx water healer Indicate R -10 insulation under lank 1442 5nut -of( controls In0tcate automatic shut -off 1443 Pipe Insulation Indicate R-value of insunaaon on piping 1452 Heat Pump CUP Indicate minimum GOP's( 4.0 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool heater controls indicate switch and 65 degree corrupt 2006 Washington State Nonresidential Enervv Code Compliance Form ACTIVITY NUMBER: D08 -095 DATE: 04 -30 -08 PROJECT NAME: PUMPKIN PATCH SITE ADDRESS: 1026 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 3 After Permit Issued DEPARTMENTS: Bul l : " ClI ion Public Works El DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Approved Notation: • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: 611 Mc) 5 Fire Prevention I ' Structural Incomplete n Structural Review Required Planning Division Permit Coordinator n DUE DATE: 05-01-08 Not Applicable No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 05 -29 -08 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 DEPARTM ;TS: •' Bui Divis on Public Works Complete Comments: REVIEWER'S INITIALS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 � PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -095 DATE: 04 -28 -08 PROJECT NAME: PUMPKIN PATCH SITE ADDRESS: 1026 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued APPROVALS i R CORRECTIONS: .� A v g .. Fire prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Planning Division n Permit Coordinator I I 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: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required DATE: DUE DATE: 05 -29 -08 DATE: Approved with Conditions Fl Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -095 DATE: 04 -07 -08 PROJECT NAME: PUMPKIN PATCH SITE ADDRESS: 1026 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: t Bu �d' g Divisi Public Works PUP 4 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28 -02 "EMIT COORD COP\ • PLAN REVIEW /ROUTING SLIP till .-9'W 4414° Fie Prevention It Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved U Approved with Conditions Notation: REVIEWER'S INITIALS: n U Permit Coordinator DUE DATE: 04 -10-08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 05-08 -08 Not Approved (attach comments) DATE: Planning Division Not Applicable Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 - 095 DATE: 02 -19 -08 PROJECT NAME: PUMPKIN PATCH SITE ADDRESS: 1026 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 3 �� 1 i (/ Bui • g Di ision Public Works Ka- 20-Ct 11 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 6 AlAk/ 2 -2'1 i -26 Fire Prevention in j Plan ing Division Structural n Permit Coordinator DUE DATE: 02-26-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Please Route 1 4' Structural Review Required 1 No further Review Required DATE: DATE: n DUE DATE: 03-25-08 Approved Approved with Conditions Not Approved (attach comments) n P ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 4 -1 -08' I ALS Summary of Revision: sf ∎ t c Av∎Al S; S 0-1 6, , e.. ?i pp Mot. e t; i � v;1-e ✓� cQv��eve;o -WALL 4 gSSew (tt.4rn.�i piell<,../. y Received by: REVISION NO. DATE RECEIVED STAFF INIJI ISSUED DATE STAFF INITIALS 14 - 05 I ALS Summary of Revision: trtuji , S' l it---- �"" _ Received by:, -c (Krj ,, REVISION NO. DATE RECEIVED STAFF INIIALS ISSUED DATE STAFF INITIALS 14 - 05 Summary of Revision: &A (A ,-h'li i .4--1,,,,v A 4 00 ' f Received by: To , e 1 Ka/'ct4 .e ( REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: i� tL PERMIT NO: O S - D ClS SITE ADDRESS: ( ( p So c ep M O ORIGINAL ISSUE DATE: 3 -n_ REVISION LOG (please print) (please print) (please print) (please print) (please print) Date: City of Tukwila il - 5° A S' Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http:/lwww.ci.tulcwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Er Revision # 3 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ? Gt m k n f e /-c__/) Project Address: /02h / ,S 4 jce_., 4 / 1/ 1 T4 /�m / , 124 �l �'� 821 Contact Person: .1%)C7 Kra 1 f Phone Number: //4 _ g 7/- CS Summary of Revision: 11 Add; S -r/ (kw r - ode) s{-)P IV d- (CS pr Sheet Number(s): s A e (U t' x.17 , r De l -, "Cloud" or highlight all areas revision includin date of revision Received at the City of Tukwila Permit Center by: Al Entered in Permits Plus on 4 -1 10 - L� lapplicationslfomms- applications on line\tevision submittal Created: 8 -13 -2004 • • Plan Check/Permit Number: 2) 6e -- ') S Steven M. Mullet, Mayor Steve Lancaster, Director 7‘ 57 J �aYj ��Y n she Ivy' tiEGE1v Et) CITY vl ! UICVVILA APR 30 /106 PERMIT CENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Checic/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 2- after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 1 9 W^ Project Address: / S D 41\Ce / l C- G kv, ,,T k lam. , G4 g g ig g Contact Person: e (42-C Gt,,/ Phone Number: W6 — ?/ oci( Summary of Revision: qr /i/ W/e Pa-Fk- a A e9-vs, 319-R, c:Ps a / Sheet Number(s): 57 - v ,5,4 `13 "Cloud" or highlight all areas of revision including date of revvisi D` Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 4)-k -D ' Gapplcations\fomu- applications on line revision submittal Created: 8-13 -2004 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Do Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITV OF TUKWILA APR 28 2005 PERMIT C NTER • City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 //7/ 4 Plan ChecWPermit Number: 2 fj - 1) ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # [{I Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Pit rh Project Address: / /44 // % i, kzc„ /4 ' (-/JA- } 9 8 / gg Contact Person: "J e. , Abe( , Phone Number: '9/4 - 8 7/ - 6 1.6 Summary of Revision: /e4J ; 7 asp, de /L Sheet Number(s): S 4 site lvi' A.1-, "Cloud" or highlight all are revision inching date of revision Received at the City of Tukwila Permit Center by: C ligr Entered in Permits Plus on -1- k \appucations\tcrms- applications on tinelrevision submittal 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 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED u7 zoos -wow correct • March 11, 2008 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant improvement permit for Pumpkin Patch , Tukwila Permit No. D08 -095 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. This condition is hereby acknowledged by: • Acknowledgement to be signed by the responsible officer of the tenant • • Title': C S12, u j DA) ,d 'Q tc - r.119Q. Tenant Name: /6 V w it) AMC Hf Kind of Fixture Fixtur 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 •Z 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 'j Ge 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 Print or Type Properly au f C/l ly Street Address ` I t,•t r'� City t, � iu I 1 P Owners Name Owner's Phone Number (with Area Code) State ZIP Subdivision Name Subdiv. # Building Name S — OUTHC k (it applicable) ( G ) � - c ' t 2 74 7 o g- , Lot # Block # Property Contact Phone Number (with Area Code) Owner's Mailing Address 431 esP3 rArr ` Al P4) C. rho %( Pitt) 13.4 '¢ 3L0 pAg•uRA -NC4 - A. Fixture Units A(4C4-. i,i P NE 4L44,49 Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 1058 (Rev. 9/07) RCE Property Tax ID # Party to be Billed (if different from owner) i4A44 F 144 , 'M C'vt ? ti k 1 Rte - , /}.P T t7►A/t -K ra_kos &7& ' 4 3 tU Ph t t f e 1zA*167f- • 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 ›ir.No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: k/4- Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) RECEIVED CITY OF 1:.r; 'A /ILA FEB - 1 9 2008 PE iivil 1 GLN f ER A B OA- o .¢ Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. / Signature of Owner /Representative A) l 4s i Date C O Oi ( Print Name of Owner /Representative '� M r�t White - Kina County Yellow - Local Sewer Aoencv Pink - Sewer Customer RCE RCE P License Information License OAKSTCI988KC Licensee Name OAKSTONE CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602190669 Ind. Ins. Account Id #1 Business Type CORPORATION Address 1 4065 YOSEMITE PL Address 2 City PLACERVILLE County OUT OF STATE State CA Zip 95667 Phone 5306428858 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/24/2002 Expiration Date 5/24/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 CBIC CD7268 05/01/2002 Until Cancelled $12,000.00 05/03/2002 Business Owner Information Name Role Effective Date Expiration Date MARKWELL, CHARLES AGENT 05/24/2002 KREISL, WILLIAM A PRESIDENT 05/24/2002 Look Up a Contractor, Electrian or Plumber License Detail Washington State Department of Labor and Industries GeneraUSpecialty 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 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= OAKSTCI988KC 03/17/2008 T —POST , 0" (INTERMEDIATE g 0 1 i g f J COL.) L —POST t t (END J t INS U g 1 COL.) , , (1 e. e.'''. �. y / p 05 „ 1 3/32 , �. - �' � 0 Cl n U ,,,, _ ... g Cl g . .� S TET ds I N S › , -" ------ (Z k F� . F -1°11111 it 11 GA. 1/4"0 RIVET ASTM A567-90B • I II I1 I _...., r . ,- . , _, - . . ). A U _..__:.___ .,. 1 al I I) I , 1 I --- ki 4 II 1I „ 11 I � � JJ'' �J I I I I /' F I F e e' 4 s c? ci 1/4 TEK SCREW g Cit ta TES 1 1 5 G � � ` � K 1 ° f Y ° • .. ' . -0 °. d.. _____1 Oil 11' �� N i4"0 r yi •. 1 / 5 5R .. ° °• j . .. "T” POST COL. B.PL. "L POST COL. B.PL. 1/4"0 RIVET ASTM A567 -90B 14 GA. DOUBLE .RIVET DOUBLE RIVET BEAM 2-1/4"0 ANCHOR BOLTS 1-1/4"0 ANCHOR BOLT 2" EMB. (SEE NOTE NO. 3) 2" EMB. (SEE NOTE NO. 3) 14 GA. 14 CA. LOW PROFILE POST 1 BEAM' CONNECTION 2 BEAM CONNECTION 3 BASE PLATE DETAIL FIXED SHELVING 4 ' PLUG WELD 1" THICK PLASTIC BRAKE SPACER CORNER BRACE No ND and FILE Permit Nos Plar revig aPA Ib1181 iS Appr of con of appr Fiel Copy By . - '3 ate: 9 " chap REV1SlONS of wo es shall b m ad e to f sco rk without p rio r a Q f pa Tukwila B t r; l di n 9 Division. R evisions will re may include additional a new plan submi dit►onal plan reviqlrr fees i�al ' ® ',� , - $Ut) to eitl $� Pi��icns• doc�r doe s nog O � 0 91 �i �1 d pond :ons is ���fl�� = - -. - - -� . ' �� ' 4 Q Q Q \ n r �� \ ° \ O .e At 1 I ^ " 0 Q \ „ ' ' • 54 X 1 "� \ a ,1, /4 � POST CONNECTED TO CARRIAGE ` "0 TEK SCREWS PER POST I A GE E , ; o 4 g g FOOTBRAKE ® -' - - ` O ® ® Q BBER STOP Q � Q Q ° ANTI—TIP & GUIDE CONN. N ` 1 1I I GUIDE PRESS WITH FOOT TO SET �GSI � , i 1 1/8" IN. TRACK ANTI --TIP PRESS WITH FOOT TO RELEASE � . '� f ' .', � SHELVING WITH (2) -1/4 IN TRACK ANTI � � RUBBER SWO TOP SCREW • ` - � .�� `�. P Pte\ . 4 �• � \ p Q Q Q ° �. a \_ • ^. ° "a r � �� GUIDE I � "� � ao • "'� � _ 1 4 BOLT � / TYp r A • f � NA O : - i— BO TTOM SCREWS _ ,..,�., FOOT BRAKE \ e re r - terA _ cc, FRONT VIEW SIDE VIEW Td ;r ° '---4 - fi o I . i� ! ��"e� � ..*.\ e.c.,... cia, • 1 /4 ANCHORS 2 EMB. , ;` ' ' 4' • • r 4•S6" ` 24" c.c. (SEE NOTE NO. 3) / � CARRIAGE AND TRACK ASSEMBLY SECTION A—A 5 • NOTES: 1-- DESIGN or STEEL STORAGE AND CALCULATIONS ARE IN OF THE II8C 2006 EDITION 2 -STEEL FOR ALL SHAPES FY 3- POWERS SCREW TYPE ANCHORS (NO SPECIAL INSPECTION REQUIRED) 4 - SHELVING CAPACITY 50 # 5 -ALL SHELVING INSTALLATIONS A I PERMANENT PLAQUE EACH SHOWING THE MAXIMUM PERMISSIBLE CODE '— F AR NCB SHELVING COMPLIANCE =36 ESR / LEVEL AND DISPLAY AS SHOWN BY THESE DRAWINGS WITH THE REQUIREMENTS KSI. ASTM A570 -85 GR.36 (EXCEPT AS NOTED) -1678 OR APPROVED EQUAL SHELVING MANUFACTURED IN CONFORMITY LESS THAN 50 SQUARE INCHES AREA TIONS UNIT LOAD OF 50 # / LEVEL Na.:3 APR 3 0 Z00� 11 i • : - � ► ;:; - . :. �- - .• � : ' = I ^ ' . l ` "' = 0O U6 1/4 "o RIVET I V �E • • •. � • • • e , , .. i ; ql W gq _ ,. r s 1.' � P • _ - x - .•' i 1 rAb ill HANGBAR F . . 4 ........:.:.:::.: a: .:.:,:. :. :._,:._..._._.:._.:.. I _.. -a. ,I ..ai..,. a • 15 " • � ._ • HANGBAR 0U �. i • • .. . _ • • _ _ Ix3o 3s ' 4 . _ - .,1 .. APPROVE MAY z0�8 ukWila LDZiVG I PERMIT CENTEF DOB 'o 1 • wa ab• • 36 " 30" - Fi • 48" 36 le Z •. • 36'kJG• 3511e O .� r • 1 • \ 11111 ' 11 - TYP. U.N.Q. cn • - I �4 � .. ate::::::• w•:iw • - Y a- .aa Y- II ~ • • • a : -1111 ` . Z. "•""'r""""""te 'sw' .wr�wwr�w REV. DATE REVISION mil .� ` fe , 6,- o N j ��" �' � RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 : : ' • - 2 MI 0 `= ° .. _I - .. _ • - - " - _ . • • •• 2 0 � � - � SCALE: NONE DRAWN Jd DRA N BY 1A , DATE: 4 -3-08 ! - . , ...�. • :i �, '� ftl . PUMPKIN PATCH 633 SOUTHCENTER MALL, TUKWILA, WA. 98188 FOLD UNITS SIDE VIEW HANGING SHELVING SHELVING LAYOUT � ' r'f °� �` RAGE SHELVING DETAILS JOB N0. RD-13186 SHEET N0. EXPIRES 12 -26 -09 PART REFLECTED CEILING PLAN 1/4" = 1" Al ENTRY PORTAL 01 52 (E) NEUTRAL PIER 1/4" = 1" @ Al LEAS LIN REFLECTED CEILING PLAN FLOOR PLAN KEY NOTES STOREFRONT 51 LEASELINE S3 (N) STOREFRONT 0 FULL HEIGHT FRAMELESS GLASS WINDOW WITH RAISED FLOOR BEHIND WINDOW TO 6" [150mm] HT. ALL GLAZING AND WINDOW FRAME DETAILS TO COMPLY WITH LOCAL /STATE /NATIONAL CODE COMPLIANCE REQUIREMENTS FOR FRAMELESS GLASS WINDOW SYSTEMS. ADA COMPLIANT FLOOR TRANSITION TENANT FINISH FLOOR TO BE FLUSH WITH MALL FINISH FLOOR. IF REQ'D, SLOPE TENANT FLOOR 1/4" PER FT MAX. AT TENANT SIDE ENTRY. INSTALL SILVER ANODISED ALUMINIUM TRANSITION STRIP AT DOOR LOCATION. ANTI -THEFT ALARM SYSTEM PROVIDE FOR FUTURE INSTALLATION MANUALLY OPERATED SECURITY GRILLE ENTRY PORTAL ROLLER SECURITY DOOR WITH TRACKS (NATURAL ANODISED) RECESSED INTO PORTALS. DOOR RECESSED INTO BULKHEAD OVER CANOPY AND BE FITTED WITH SCHLAGE INTERCHANGEABLE CORE. REFER SHEETS 04 & 11. PUMPKIN PATCH IN -LAY LOGO VINYL LOGO TO BE INSTALLED FLUSH WITH ADJACENT FLOORING RAISED DISPLAY PLATFORM FLOOR FINISH VT1 ON SOLID 1" SUBSTRATE ON FRAMING TO 6" HEIGHT. ENTRY PORTAL CANOPY PORTAL BULKHEAD OVER ENTRY. SEE STRUCTURAL DRAWING Si. ENTRY PORTALS GROOVED MDF CLAD PORTAL LEGS LACQUER FINISH WITH GLASS INFILL PANELS. REFER DRAWING SHEETS 04 & 11 FOR STOREFRONT & ENTRY DOOR ELEVATIONS, SECTIOAS & DETAILS. OVERHEAD SIGN INTERNALLY ILLUMINATED SIGN OVER ENTRY RECESSED INTO PORTAL FACE. SIZE TO SUIT OPENING. INTERNATIONAL SIGN OF ACCESSIBILITY REFER D ON SHEET 14 CONSTRUCTION BARRICADE SEE GENERAL NOTE 17, SHEET 00 & FIRE PROTECTION NOTES ON SHEET 10. CHECK WITH MALL FOR DISTANCE OFF TENANCY LINE, ENTRY DOORS HINGED FRAMELESS GLASS DOORS WITH GLASS SIDELIGHTS. DOORS HELD OPEN BACK AGAINST PORTAL WITH KEYLOCKS. SUITE NUMBER PROVIDE SUITE NUMBERS WHICH SHALL BE PLAINLY VISIBLE FROM THE OUTSIDE OF THE SUITE. SIZE, LOCATION, MATERIAL, COLOR, ETC. SHALL COMPLY WITH MALL REQUIREMENTS. G.0 TO VERIFY SPECIFICATIONS AND LOCATION OF NUMBERS WITH MALL MANAGEMENT. TACTILE EXIT SIGN WITH THE WORDS 'EXIT ROUTE' LETTERS ON SIGN SHALL BE RAISED 1/32 -INCH MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH RELEVANT LOCAL CODE. LkIIERS SHALL BE A MINIMUM OF 5/8 INCH AND A MAXIMUM OF 2 INCHES HIGH. LEIILRS SHALL CONTRAST WITH THEIR BACKGROUND AND BOTH SHALL HAVE A NON -GLARE FINISH.' SHOP DISPLAY WINDOW BARRIER 1/2" 2' HIGH PERSPEX BARRIER TO SHOPFRONT DISPLAY AREA TO BE INSTALLED REFER TO SHEET 11 FOR DETAILS. BRANDING LL I 1 ERS PROFILE CUT LETTERS 10" LETTERS. ON SIDE OF PORTAL LEG REFLECTED CEILING PLAN KEYNOTES L3 L 1 ENTRY PORTAL CEILING PLYWOOD WITH EDGES FINISHED WITH PLY EDGE TAPE SYSTEM, "V" GROOVED ' 4" CRS. P4 PAINT FINISH. FLOOR LIGHTS FLOOR LIGHTS MOUNTED AT LOW LEVEL IN PORTAL AT 1' AFFL. NEW CEILING 5/8" GYP. BD. ON SELECTED SCREW FIX SUSPENSION SYSTEM TO COMPLY WITH LOCAL /STATE /NATIONAL AUTHORITY REQUIREMENTS, P2 PAINT FINISH, NEW LOWERED FEATURE CEILING NEW FEATURE LOWERED CEILING. 5/8" GYP. BD. COVE LIGHTING AT FRONT /BACK EDGES OF DROPPED CEILING. REFER SHEET 12 FOR COVE DETAIL. REFER STRUCTURAL ENGINEERS DRAWING FOR FRAMING /ANCHORING DETAILS. P2 PAINT FINISH. WINDOW LIGHTING PUMPKIN PATCH DISPLAY WINDOW LIGHT FITTINGS MOUNTED AS CLOSE TO REAR OF DISPLAY WINDOW AS POSSIBLE TO LIGHT FRONT OF MODELS. POSTER RAILS POSTER HANGING RAILS AT DISPLAY WINDOW BULKHEAD /CEILING. SILENT GLISS SYSTEM 2192 DRAPERY TRACKS WITH MOUNTING CLIPS. INSTALL SPRING CLIP AT ONE END. CLEAR ANOD. FINISH. CONTACT PH No. 626 - 578 -1936. MALL BULKHEAD VIF LEVEL OF EXISTING MALL CEILING /BULKHEAD DISABLED WC (E] REUSE EXISTING LIGHTING. REFER NOTE 1. ( L EXTG BACK OF HOUSE OR EGRESS CORRIDOR EXISTING BACK OF HOUSE OR EGRESS CORRIDOR TO RETAIN EXISTING LIGHTING /CEILINGS. REFER NOTE 1. NEW BACK OF HOUSE AREA NO CEILING INTENDED FOR BACK OF HOUSE STORAGE AREA, COVELIGHT INTERSECTIONS ALLOW FOR ADDITIONAL FIXTURE OR INCREASE OVERLAP AT COVELIGHT CORNERS OR INTERSECTIONS. CEILING ACCESS PANEL - AS REQUIRED INSTALL 24 "x24" CEILING ACCESS PANEL. REFER 3 ON SHEET 12. WINDOW LIGHTING ABOVE PORTAL PUMPKIN PATCH DISPLAY WINDOW LIGHT FITTINGS IN BULKHEAD ABOVE ENTRY PORTAL. EQUAL NUMBER OF FIXTURES AND SPACED AS LIGHTS IN PORTAL SOFFIT BELOW. NEW "T" GRID CEILING (TEGULAR EDGED TILES) ARMSTRONG PRELUDE 15/16" EXPOSED TEE SYSTEM WITH ARMSTRONG "FINE FISSURE OPEN PLAN" MINERAL FIBRE TILES ARMSTRONG PART NUMBERS IN BRACKETS - 24x24" (1756) AND 48 "x24 (1757). EXISTING 7" GRID CEILING EXISTING 'T' GRID CEILING TO REMAIN. NEW ARMSTRONG MINERAL FIBRE TILES TO SIMILAR TO L 14. GC TO ENSURE TILE EDGE TYPE TO SUIT EXISTING GRID SYSTEM. REFLECTED CEIL 1. 2. 3. 4. 5 . 6, 7. 8 . 9 . 10. 8 -0" 3' -6" NTS. CHECK EXISTING CONFIRM COMPLIAN LANDLORD REQUIRE REFER DRAWING SH 02 FOR DIMENSIONS OF LOWERED CEILINGS. REFER DRAWING SH 12 FOR TYPICAL CEILING DETAILS. REFER TO ELECTRIC AIL ENGINEERS LIGHTING DRAWING FOR FIXTURES, LOADS, COMPLIANCE WITH ENERGY CODES etc. SUPPORT WIRES /CEILING FRAMING MUST NOT BE CONNECTED TO ANY OF THE LANDLORDS MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT. ALL CEILING MATERIAL MUST HAVE CLASS "A" FIRE RATINGS. GC TO PROVIDE ACCESS TO ANY LANDLORD EQUIPMENT, VALVES, DAMPERS, CONTROLS, CLEANOUTS, J BOXES etc LOCATED ABOVE GYP. BOARD CEILINGS AS REQUIRED. VERIFY WITH LANDLORDS OPERATIONS MANAGER PRIOR TO START OF WORK. GC TO VERIFY WITH MALL /LOCAL JURISDICTIONAL AUTHORITIES THE LOCATION OF ANY ADDITIONAL REQUIRED ACCESS PANELS. REFER ELECTRICAL ENGINEERS LIGHTING DRAWING FOR FIXTURES /LOADS/ COMPLIANCE WITH ENERGY CODES etc. SPRINKLER HEADS IN ALL FRONT OF HOUSE CEILINGS MUST BE FULLY RECESSED AND COVERED WITH METAL PLATES FINISHED TO MATCH ADJACENT SURFACE. 4' -7 5/8" GRAPHIC GRAPHIC GRAPHIC II GRAPH( 2' 10" 2 " -10" 11 1/2" 3' -11 1/2 /A DIFF. GRAPHIC GRAPHIC II GRAPH! - " -1 Q EQ i = A DIFF r* 0 3/4 '/A DIFF. %A DIFF. 8' -0" TYP. GRAPHIC G: ---•. ,.,.;. . av - ` ; " isi :..•..:os, ;: :.,:: �•:;s,'O` r::: ^••y.`?.l,o•.: t " IMMagan 1 I! L- N L 3' -11 1/2 EQ 2' 10" 2 " -10" LL HT. WALL GRAPHIC DIFF. R/A GRI '•: £b'WiOf; ` .ff • ;h: - ; ::- iti�}j�a'n: '.Q.�{it4:i:fi: n% ?.- ' .- '::::.: v . ::'..: i ..n...4 • .Ai2{`4;`.;•:. ...... '•.': >;;;;a r`: #::•::'f.•o:; vc: •::..: `;s� n• < , ,`,..:£ •::£:t.. :`.. ;fir,. F.§ S:£:x::.'.c• 1 t f RIALS 0 °) OF EXIST GS AND NNW NOW NNW AillGam■ �T�T LL f I�1�T WINEMEM 1111 1 1 w ti . .:.. : . [�- - : ♦:.♦�s� � � ��r♦� s;�� +1 • ♦��� + ^ +� +� +z +� +,r_♦•rw ♦ � � � : � ♦�+� ♦ter r ♦.:.�.� ♦� � ♦� +� � �r♦,r_v�'� +;. � ♦�� ♦ter +� � ♦i =♦�r�r 5: yy . _11 _ 4 LIGHTING PORTAL CV WIDOW 0 PORTAL PORTAL. BELOW LASE LINE I f 1 1 ♦ r♦•r♦ rr♦ ,•;$ 01! .Z1 - - = w • ♦ r rJa - Alt; � �► �. I I� i I iiiiiitillm1111 - 111 L11TiI "x24" RELPIIPAP IA3 ,♦ II CL 12' -0° 2484"24. 24° 161.1.1.11211 cLS'o' •1��■ 1E=.11 : :,: >'- ;,: ;:- ; ; ;:: ?:,_ >:.•.,. eiib ••ia.:c::o.: is i'. - :ink ;:::b ;h,:::,t is ;:c<£:::.<rr;N?; ,::e " " >£:£:£::3:: ^:. ;. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 3!.�i8 q'�Ofi2 f� LIGHTING PLAN NOTES WALL LEGEND Fi , ; py Permit N By 3` - /m- 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 5 2008 ic Of Tukwila I y BUI LDING DIVISION ■ FULL HEIGHT 50 PANEL FOR WALLPAPER GRAPHIC ON 56 LIGHTWEIGH FRAMING SYSTEM BUILT ABOVE PROPRIETARY FRAME SYSTEM RACK BELOW. RETURN PANELS TO TENANCY WALLS 50 AT EACH END. FACE FLUSH WITH RACK INFILL P L BELOW. City of Tukwila BUILDING DIVISION 8897 4 APR 2 8 2008 RMIT CENTER LAND MORGAN STATE OF 1WASHIN 10 REVISION N0:? DoSO%' RED ECT REFER DRAWING SHEET 12 FOR TYPICAL CEILING DETAILS. GC TO CONFIRM MAXIMUM POSSIBLE CEILING HEIGHT PRIOR TO START OF CONSTRUCTION AND NOTIFY P/P CONSTRUCTION MANAGER OF ANY CONFLICTS. GC TO ALLOW TO INSTALL FLUSH ACCESS PANELS AS REQUIRED BY MECHANICAL /ELECTRICAL /PLUMBING DRAWINGS. REFER DETAIL 6 ON SHEET 12, ALL FIXTURES SHOWN ARE PROPOSED.IF NECESSARY GC TO SUBMIT ALTERNATIVES FOR APPROVAL. - ALL FLUORESCENT LIGHTS IN STORAGE AREAS TO BE HUNG FROM SOFFIT OVER DOWN TO 10' ABOVE FINISHED FLOOR LEVEL ON CHAINS WHERE NO EXISTING CEILING PRESENT. - ENSURE ALL WALL FLUORESCENT COVE LIGHTING OVERLAPS SUFFICIENTLY TO ENSURE EVEN LIGHT WASH ON WALLS ABOVE. - ENSURE ALL CEILING FLUORESCENT COVE LIGHTING IS SETOUT AND OVERLAPS SUFFICIENTLY TO ENSURE EVEN LIGHT WASH ON WALLS & OR CEILINGS ABOVE. ALL ELECTRICAL /MECHANICAL /FIRE PROTECTION WORKS SHALL COMPLY WITH RELEVANT LOCAL /STATE /NATIONAL AUTHORITY AND BUILDING CODES. SPRINKLER SYSTEM IS TO BE INSTALLED /ALTERED TO COMPLY WITH LOCAL /STATE /NATIONAL AUTHORITY AND BUILDING CODE REQUIREMENTS. THE MECHANICAL VENTILATION SYSTEM 15 TO BE ALTERED AND REBALANCED TO SUIT THE NEW BUILD -OUT AND SHALL COMPLY WITH LOCAL LOCAL /STATE /NATIONAL AUTHORITY AND BUILDING CODE REQUIREMENTS. ALL EMERGENCY LIGHTING TO BE REVIEWED BY ELECTRICAL CONTRACTOR AND BE REVISED AS NECESSARY TO SUIT LOCAL /STATE /NATIONAL AUTHORITY AND BUILDING CODE REQUIREMENTS, THE AIRCONDITIONING THERMOSTAT IS TO BE ENCLOSED IN A LOCKABLE CABINET OR BE KEYSWITCHED TO BE ACCESSIBLE ONLY TO SYSTEM ADMINISTRATOR. GC TO ALLOW TO INSTALL ACCESS PANELS AS REQUIRED AT EMERGENCY FIXTURES. plan revi(4w approval is subject to errors and onts,siorn. Approval of construction documents does not authorizo the violation of any adopted code or ordinance. Receipt of approved -' - Id Co .• y : d con r ons is acknowledged: /1 I��III� 0 IIIIu� I��I J DATE: 10/2001 Joe NO: 0144 SCALE: 1:51SAI - 1:1026A3 CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 rr- Z 0_ 0_ LEI w - z W pO V1 D0 / 2� I- z VV 0 /) /W_I O V ` J = to I-- ▪ W O < L W M ~ LJ V) G 155UED FOR REVIEW 30 Nov 01 SHEET NUMBER REVISION REVISIONS A 155UED FOR LANDLORD REVIEW 24 Oct 01 5 ISSUED FOR LANDLORD REVIEW 25 Oct 01 01 155UED FOR CONSTRUCTION/PERMIT 28 Jan 0S 0I. 155UED FOR CONSULTANT CO- ORDINATION 14 Feb 08 02 A5 FITTED ISSUE 12 Apr 0S 03 ISSUED FOR CONSTRUCTION/PERMIT 24 Apr 08 REFLECTED CEILING PLAN sorkc-us4-o3 LIGHT . FECTURE SCHEDULE No. SAE :a, TWE 1) E'.?°CRIF[ €i ON ROI i1} JE1sr'I- RECESSED NET AL LADE AD .iSTfAKEARLI A9FE .. 1L `S€I ` ..�TL ERICCOE L1T01 1.1 xisT35T1A. a L S2 f i •2.31111Er,L1 € 3 CACI1:1y 1k I $ E 1 2ii L MMP3 i10,41 €? 11 € 1A i WAKING ;j I REC;"SS�.D 40 O 38 I,1 11:51, �" DtAREC SSE TTEl31{V € a' 1 LE -iO LI 1E�1L €� 133 -1; 315: ? RIM 1T��1 1 € 2 i)I fe`€ 1 '.•211�«F fid :(2)I.�i�3';F �33 c.i. ` • i�` ' ri t. !3: �� 3�r ;t� tilist: +:I: -------` �E c 8 , VTER1' E 4C :). LIT C LEI# N4:.11*Ei31t�r1. sat3l E CM 1:333GIe:' fMV 120 f,21 ? ?rE € RECESSED 19 4'RE , SEDLCIAV LTAGE CI C.4 1.. €a3 E 11 F.N# IRA 424 iii,6� LI- 439 -Ci eke EC TRANS. q i 2 r (1) L .�teR16 -G ,.:1 -r 1 1TRI 41 t � lu 11 r.321 - 741 (I) F3211-741 4 11 32 32 RECESSED PEG. a D ^;~u�E.. 2 = 0 , 3..F � �Ei �5�€� L ��1 L E'; tE1 . 1�JaIwE 5� EPL €t�€1' F 14 F?, SNGLE L A W FLUORESCEI''1T STIR :PL€GHT 1 • 1 G 14 FT, l NaE LAMP FLUORESCENT F. 3 [3;.,�, , o o �s '" teR El :a-1043n € E I2 12 F &WAR # CHI 32 -El inhtli+ 0: W3141) &WAR 0I_:€ l .B11•U\N . 12C 1 20 CRAIN RiNe COVE 1 1 51 o 1 3 m �Ir 13 C?� VOLTAli PaELMT I.Mgr U9 'rH €f13MDLA_ y 1 :OIi' ER LIT ONO LP€If12N Rs12 8OM 1 2 1I LEO E ' 21 i=EE3M x RECESSED LE#3 EDGE-LIT ET '�1131Me t'ArT. E ,,::.. P �It lTP � Rt 1 ,, �1 I E� 121: I t . 1# I: KF R • 1s.,, CE SSED RECESSED EXIT X xi , OMO E3; €T ,NU TIM FEAT BERGS->1':Y IA1 # Imo•: 70,54E0 iLIM ;E THFAIT 12 fl 1#1 F€ "l €I zE 1€E> ;ES L O [ EXIT 1 xi PART REFLECTED CEILING PLAN 1/4" = 1" Al ENTRY PORTAL 01 52 (E) NEUTRAL PIER 1/4" = 1" @ Al LEAS LIN REFLECTED CEILING PLAN FLOOR PLAN KEY NOTES STOREFRONT 51 LEASELINE S3 (N) STOREFRONT 0 FULL HEIGHT FRAMELESS GLASS WINDOW WITH RAISED FLOOR BEHIND WINDOW TO 6" [150mm] HT. ALL GLAZING AND WINDOW FRAME DETAILS TO COMPLY WITH LOCAL /STATE /NATIONAL CODE COMPLIANCE REQUIREMENTS FOR FRAMELESS GLASS WINDOW SYSTEMS. ADA COMPLIANT FLOOR TRANSITION TENANT FINISH FLOOR TO BE FLUSH WITH MALL FINISH FLOOR. IF REQ'D, SLOPE TENANT FLOOR 1/4" PER FT MAX. AT TENANT SIDE ENTRY. INSTALL SILVER ANODISED ALUMINIUM TRANSITION STRIP AT DOOR LOCATION. ANTI -THEFT ALARM SYSTEM PROVIDE FOR FUTURE INSTALLATION MANUALLY OPERATED SECURITY GRILLE ENTRY PORTAL ROLLER SECURITY DOOR WITH TRACKS (NATURAL ANODISED) RECESSED INTO PORTALS. DOOR RECESSED INTO BULKHEAD OVER CANOPY AND BE FITTED WITH SCHLAGE INTERCHANGEABLE CORE. REFER SHEETS 04 & 11. PUMPKIN PATCH IN -LAY LOGO VINYL LOGO TO BE INSTALLED FLUSH WITH ADJACENT FLOORING RAISED DISPLAY PLATFORM FLOOR FINISH VT1 ON SOLID 1" SUBSTRATE ON FRAMING TO 6" HEIGHT. ENTRY PORTAL CANOPY PORTAL BULKHEAD OVER ENTRY. SEE STRUCTURAL DRAWING Si. ENTRY PORTALS GROOVED MDF CLAD PORTAL LEGS LACQUER FINISH WITH GLASS INFILL PANELS. REFER DRAWING SHEETS 04 & 11 FOR STOREFRONT & ENTRY DOOR ELEVATIONS, SECTIOAS & DETAILS. OVERHEAD SIGN INTERNALLY ILLUMINATED SIGN OVER ENTRY RECESSED INTO PORTAL FACE. SIZE TO SUIT OPENING. INTERNATIONAL SIGN OF ACCESSIBILITY REFER D ON SHEET 14 CONSTRUCTION BARRICADE SEE GENERAL NOTE 17, SHEET 00 & FIRE PROTECTION NOTES ON SHEET 10. CHECK WITH MALL FOR DISTANCE OFF TENANCY LINE, ENTRY DOORS HINGED FRAMELESS GLASS DOORS WITH GLASS SIDELIGHTS. DOORS HELD OPEN BACK AGAINST PORTAL WITH KEYLOCKS. SUITE NUMBER PROVIDE SUITE NUMBERS WHICH SHALL BE PLAINLY VISIBLE FROM THE OUTSIDE OF THE SUITE. SIZE, LOCATION, MATERIAL, COLOR, ETC. SHALL COMPLY WITH MALL REQUIREMENTS. G.0 TO VERIFY SPECIFICATIONS AND LOCATION OF NUMBERS WITH MALL MANAGEMENT. TACTILE EXIT SIGN WITH THE WORDS 'EXIT ROUTE' LETTERS ON SIGN SHALL BE RAISED 1/32 -INCH MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH RELEVANT LOCAL CODE. LkIIERS SHALL BE A MINIMUM OF 5/8 INCH AND A MAXIMUM OF 2 INCHES HIGH. LEIILRS SHALL CONTRAST WITH THEIR BACKGROUND AND BOTH SHALL HAVE A NON -GLARE FINISH.' SHOP DISPLAY WINDOW BARRIER 1/2" 2' HIGH PERSPEX BARRIER TO SHOPFRONT DISPLAY AREA TO BE INSTALLED REFER TO SHEET 11 FOR DETAILS. BRANDING LL I 1 ERS PROFILE CUT LETTERS 10" LETTERS. ON SIDE OF PORTAL LEG REFLECTED CEILING PLAN KEYNOTES L3 L 1 ENTRY PORTAL CEILING PLYWOOD WITH EDGES FINISHED WITH PLY EDGE TAPE SYSTEM, "V" GROOVED ' 4" CRS. P4 PAINT FINISH. FLOOR LIGHTS FLOOR LIGHTS MOUNTED AT LOW LEVEL IN PORTAL AT 1' AFFL. NEW CEILING 5/8" GYP. BD. ON SELECTED SCREW FIX SUSPENSION SYSTEM TO COMPLY WITH LOCAL /STATE /NATIONAL AUTHORITY REQUIREMENTS, P2 PAINT FINISH, NEW LOWERED FEATURE CEILING NEW FEATURE LOWERED CEILING. 5/8" GYP. BD. COVE LIGHTING AT FRONT /BACK EDGES OF DROPPED CEILING. REFER SHEET 12 FOR COVE DETAIL. REFER STRUCTURAL ENGINEERS DRAWING FOR FRAMING /ANCHORING DETAILS. P2 PAINT FINISH. WINDOW LIGHTING PUMPKIN PATCH DISPLAY WINDOW LIGHT FITTINGS MOUNTED AS CLOSE TO REAR OF DISPLAY WINDOW AS POSSIBLE TO LIGHT FRONT OF MODELS. POSTER RAILS POSTER HANGING RAILS AT DISPLAY WINDOW BULKHEAD /CEILING. SILENT GLISS SYSTEM 2192 DRAPERY TRACKS WITH MOUNTING CLIPS. INSTALL SPRING CLIP AT ONE END. CLEAR ANOD. FINISH. CONTACT PH No. 626 - 578 -1936. MALL BULKHEAD VIF LEVEL OF EXISTING MALL CEILING /BULKHEAD DISABLED WC (E] REUSE EXISTING LIGHTING. REFER NOTE 1. ( L EXTG BACK OF HOUSE OR EGRESS CORRIDOR EXISTING BACK OF HOUSE OR EGRESS CORRIDOR TO RETAIN EXISTING LIGHTING /CEILINGS. REFER NOTE 1. NEW BACK OF HOUSE AREA NO CEILING INTENDED FOR BACK OF HOUSE STORAGE AREA, COVELIGHT INTERSECTIONS ALLOW FOR ADDITIONAL FIXTURE OR INCREASE OVERLAP AT COVELIGHT CORNERS OR INTERSECTIONS. CEILING ACCESS PANEL - AS REQUIRED INSTALL 24 "x24" CEILING ACCESS PANEL. REFER 3 ON SHEET 12. WINDOW LIGHTING ABOVE PORTAL PUMPKIN PATCH DISPLAY WINDOW LIGHT FITTINGS IN BULKHEAD ABOVE ENTRY PORTAL. EQUAL NUMBER OF FIXTURES AND SPACED AS LIGHTS IN PORTAL SOFFIT BELOW. NEW "T" GRID CEILING (TEGULAR EDGED TILES) ARMSTRONG PRELUDE 15/16" EXPOSED TEE SYSTEM WITH ARMSTRONG "FINE FISSURE OPEN PLAN" MINERAL FIBRE TILES ARMSTRONG PART NUMBERS IN BRACKETS - 24x24" (1756) AND 48 "x24 (1757). EXISTING 7" GRID CEILING EXISTING 'T' GRID CEILING TO REMAIN. NEW ARMSTRONG MINERAL FIBRE TILES TO SIMILAR TO L 14. GC TO ENSURE TILE EDGE TYPE TO SUIT EXISTING GRID SYSTEM. REFLECTED CEIL 1. 2. 3. 4. 5 . 6, 7. 8 . 9 . 10. 8 -0" 3' -6" NTS. CHECK EXISTING CONFIRM COMPLIAN LANDLORD REQUIRE REFER DRAWING SH 02 FOR DIMENSIONS OF LOWERED CEILINGS. REFER DRAWING SH 12 FOR TYPICAL CEILING DETAILS. REFER TO ELECTRIC AIL ENGINEERS LIGHTING DRAWING FOR FIXTURES, LOADS, COMPLIANCE WITH ENERGY CODES etc. SUPPORT WIRES /CEILING FRAMING MUST NOT BE CONNECTED TO ANY OF THE LANDLORDS MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT. ALL CEILING MATERIAL MUST HAVE CLASS "A" FIRE RATINGS. GC TO PROVIDE ACCESS TO ANY LANDLORD EQUIPMENT, VALVES, DAMPERS, CONTROLS, CLEANOUTS, J BOXES etc LOCATED ABOVE GYP. BOARD CEILINGS AS REQUIRED. VERIFY WITH LANDLORDS OPERATIONS MANAGER PRIOR TO START OF WORK. GC TO VERIFY WITH MALL /LOCAL JURISDICTIONAL AUTHORITIES THE LOCATION OF ANY ADDITIONAL REQUIRED ACCESS PANELS. REFER ELECTRICAL ENGINEERS LIGHTING DRAWING FOR FIXTURES /LOADS/ COMPLIANCE WITH ENERGY CODES etc. SPRINKLER HEADS IN ALL FRONT OF HOUSE CEILINGS MUST BE FULLY RECESSED AND COVERED WITH METAL PLATES FINISHED TO MATCH ADJACENT SURFACE. 4' -7 5/8" GRAPHIC GRAPHIC GRAPHIC II GRAPH( 2' 10" 2 " -10" 11 1/2" 3' -11 1/2 /A DIFF. GRAPHIC GRAPHIC II GRAPH! - " -1 Q EQ i = A DIFF r* 0 3/4 '/A DIFF. %A DIFF. 8' -0" TYP. GRAPHIC G: ---•. ,.,.;. . av - ` ; " isi :..•..:os, ;: :.,:: �•:;s,'O` r::: ^••y.`?.l,o•.: t " IMMagan 1 I! L- N L 3' -11 1/2 EQ 2' 10" 2 " -10" LL HT. WALL GRAPHIC DIFF. R/A GRI '•: £b'WiOf; ` .ff • ;h: - ; ::- iti�}j�a'n: '.Q.�{it4:i:fi: n% ?.- ' .- '::::.: v . ::'..: i ..n...4 • .Ai2{`4;`.;•:. ...... '•.': >;;;;a r`: #::•::'f.•o:; vc: •::..: `;s� n• < , ,`,..:£ •::£:t.. :`.. ;fir,. F.§ S:£:x::.'.c• 1 t f RIALS 0 °) OF EXIST GS AND NNW NOW NNW AillGam■ �T�T LL f I�1�T WINEMEM 1111 1 1 w ti . .:.. : . [�- - : ♦:.♦�s� � � ��r♦� s;�� +1 • ♦��� + ^ +� +� +z +� +,r_♦•rw ♦ � � � : � ♦�+� ♦ter r ♦.:.�.� ♦� � ♦� +� � �r♦,r_v�'� +;. � ♦�� ♦ter +� � ♦i =♦�r�r 5: yy . _11 _ 4 LIGHTING PORTAL CV WIDOW 0 PORTAL PORTAL. BELOW LASE LINE I f 1 1 ♦ r♦•r♦ rr♦ ,•;$ 01! .Z1 - - = w • ♦ r rJa - Alt; � �► �. I I� i I iiiiiitillm1111 - 111 L11TiI "x24" RELPIIPAP IA3 ,♦ II CL 12' -0° 2484"24. 24° 161.1.1.11211 cLS'o' •1��■ 1E=.11 : :,: >'- ;,: ;:- ; ; ;:: ?:,_ >:.•.,. eiib ••ia.:c::o.: is i'. - :ink ;:::b ;h,:::,t is ;:c<£:::.<rr;N?; ,::e " " >£:£:£::3:: ^:. ;. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 3!.�i8 q'�Ofi2 f� LIGHTING PLAN NOTES WALL LEGEND Fi , ; py Permit N By 3` - /m- 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 5 2008 ic Of Tukwila I y BUI LDING DIVISION ■ FULL HEIGHT 50 PANEL FOR WALLPAPER GRAPHIC ON 56 LIGHTWEIGH FRAMING SYSTEM BUILT ABOVE PROPRIETARY FRAME SYSTEM RACK BELOW. RETURN PANELS TO TENANCY WALLS 50 AT EACH END. FACE FLUSH WITH RACK INFILL P L BELOW. City of Tukwila BUILDING DIVISION 8897 4 APR 2 8 2008 RMIT CENTER LAND MORGAN STATE OF 1WASHIN 10 REVISION N0:? DoSO%' RED ECT REFER DRAWING SHEET 12 FOR TYPICAL CEILING DETAILS. GC TO CONFIRM MAXIMUM POSSIBLE CEILING HEIGHT PRIOR TO START OF CONSTRUCTION AND NOTIFY P/P CONSTRUCTION MANAGER OF ANY CONFLICTS. GC TO ALLOW TO INSTALL FLUSH ACCESS PANELS AS REQUIRED BY MECHANICAL /ELECTRICAL /PLUMBING DRAWINGS. REFER DETAIL 6 ON SHEET 12, ALL FIXTURES SHOWN ARE PROPOSED.IF NECESSARY GC TO SUBMIT ALTERNATIVES FOR APPROVAL. - ALL FLUORESCENT LIGHTS IN STORAGE AREAS TO BE HUNG FROM SOFFIT OVER DOWN TO 10' ABOVE FINISHED FLOOR LEVEL ON CHAINS WHERE NO EXISTING CEILING PRESENT. - ENSURE ALL WALL FLUORESCENT COVE LIGHTING OVERLAPS SUFFICIENTLY TO ENSURE EVEN LIGHT WASH ON WALLS ABOVE. - ENSURE ALL CEILING FLUORESCENT COVE LIGHTING IS SETOUT AND OVERLAPS SUFFICIENTLY TO ENSURE EVEN LIGHT WASH ON WALLS & OR CEILINGS ABOVE. ALL ELECTRICAL /MECHANICAL /FIRE PROTECTION WORKS SHALL COMPLY WITH RELEVANT LOCAL /STATE /NATIONAL AUTHORITY AND BUILDING CODES. SPRINKLER SYSTEM IS TO BE INSTALLED /ALTERED TO COMPLY WITH LOCAL /STATE /NATIONAL AUTHORITY AND BUILDING CODE REQUIREMENTS. THE MECHANICAL VENTILATION SYSTEM 15 TO BE ALTERED AND REBALANCED TO SUIT THE NEW BUILD -OUT AND SHALL COMPLY WITH LOCAL LOCAL /STATE /NATIONAL AUTHORITY AND BUILDING CODE REQUIREMENTS. ALL EMERGENCY LIGHTING TO BE REVIEWED BY ELECTRICAL CONTRACTOR AND BE REVISED AS NECESSARY TO SUIT LOCAL /STATE /NATIONAL AUTHORITY AND BUILDING CODE REQUIREMENTS, THE AIRCONDITIONING THERMOSTAT IS TO BE ENCLOSED IN A LOCKABLE CABINET OR BE KEYSWITCHED TO BE ACCESSIBLE ONLY TO SYSTEM ADMINISTRATOR. GC TO ALLOW TO INSTALL ACCESS PANELS AS REQUIRED AT EMERGENCY FIXTURES. plan revi(4w approval is subject to errors and onts,siorn. Approval of construction documents does not authorizo the violation of any adopted code or ordinance. Receipt of approved -' - Id Co .• y : d con r ons is acknowledged: /1 I��III� 0 IIIIu� I��I J DATE: 10/2001 Joe NO: 0144 SCALE: 1:51SAI - 1:1026A3 CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 rr- Z 0_ 0_ LEI w - z W pO V1 D0 / 2� I- z VV 0 /) /W_I O V ` J = to I-- ▪ W O < L W M ~ LJ V) G 155UED FOR REVIEW 30 Nov 01 SHEET NUMBER REVISION REVISIONS A 155UED FOR LANDLORD REVIEW 24 Oct 01 5 ISSUED FOR LANDLORD REVIEW 25 Oct 01 01 155UED FOR CONSTRUCTION/PERMIT 28 Jan 0S 0I. 155UED FOR CONSULTANT CO- ORDINATION 14 Feb 08 02 A5 FITTED ISSUE 12 Apr 0S 03 ISSUED FOR CONSTRUCTION/PERMIT 24 Apr 08 REFLECTED CEILING PLAN sorkc-us4-o3 L —POST (END COL.) 14 GA. SHELVING POST CONNECTED TO CARRIAGE WITH (2)-1/4"0 TEK SCREWS PER POST 1/4 RIVET ASTM A567 -90B 14 GA. DOUBLE RIVET IN . TRACK ANTI -TIP GUIDE IN TRACK ANTI —TIP GUIDE SECTION A -A ANTI -- -TIP . & GUIDE CONN. PLUG WELD 1/4 RIVET ASTM A567 -90B DOUBLE RIVET BEAM LOW PROFILE "T" POST COL. B.PL. 2-1/4"o ANCHOR BOLTS 2" EMB. (SEE NOTE NO. 3) BASE PLATE DETAIL FIXED SHELVING "L" POST COL. B.PL. 1-1/4"o ANCHOR BOLT 2" EMB. (SEE NOTE NO. 3) 1/4 "0 TEK SCREW 1 BEAM CONNECTION 2 BEAM CONNECTION FOOT BRAKE CARRIAGE AND TRACK ASSEMBLY 1 48" TYP. U,N.O. ..:. FOLD UNITS SIDE VIEW HANGING SHELVING SHELVING LAYOUT FOOTBRAKE • - - mama '. ELEC -- •L sometE. LINLI i • •- ' , � �-L 20 s/e. 1" THICK PLASTIC BRAKE SPACER FRONT VIEW — CORNER BRACE PRESS WITH FOOT TO SET PRESS WITH FOOT TO RELEASE RUBBER STOP TOP SCREW --- BOTTOM SCREWS .01e, OTAD /bpi tar es s -7a • 367r30" RIM" i3 ": �►��:p' � : 7 i+ ∎r • cz �► rii+ri� Y~ MEND g Akelk STRUCTUP E' t2GCfEir who •MD9ILf AiSiE STRUCTURAL - BRACE sal SIDE VIEW CODE COMPLIANCE APPR APR Of 'Tukwila 10N NOTES: 1— DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE IBC 2006 EDITION 2 —STEEL FOR ALL SHAPES FY =36 KSI. ASTM A570 -85 GR.36 (EXCEPT AS NOTED) 3—POWERS SCREW TYPE ANCHORS ESR -1678 OR APPROVED EQUAL (NO SPECIAL INSPECTION REQUIRED) 4— SHELVING CAPACITY 50 # / LEVEL 5 —ALL SHELVING INSTALLATIONS AND SHELVING MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF 50 # / LEVEL ExFIRES 12 -26 -09 LD REV. RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 Permit No. Pkar• review approval is sublect to errors and 0 SS 0 . ppprovai 01 construction documents �i.'n the violation of any adopted code or ordinance. Qi approved Fi Id Co and condition is kale fed ; REVISIONS No changes shall made to the score of work without prior approval Tukwila Building Division n ;r► NOTE Revisions Will require a new plan ; an may include a plan re" REVISION NO-i RECElVE�+ D OS- 0c15 "PR °'2°°8 PERMIT CENTER DATE 633 SOUTHCENTER MALL, TUKWILA, WA. 98188 JOB NO. SHEET NO. RD -13186 STORAGE SHELVING DETAILS 'T,-. . s • •.z REVISION PUMPKIN PATCH DRAWN BY: .4..X.% 48 � • 48'i 3D" I I S1" ON FLOOR „• Rf1mRS (AP' • • ar NEIGHL] 48110" ` y� I I L —POST (END COL.) 14 GA. SHELVING POST CONNECTED TO CARRIAGE WITH (2)-1/4"0 TEK SCREWS PER POST 1/4 RIVET ASTM A567 -90B 14 GA. DOUBLE RIVET IN . TRACK ANTI -TIP GUIDE IN TRACK ANTI —TIP GUIDE SECTION A -A ANTI -- -TIP . & GUIDE CONN. PLUG WELD 1/4 RIVET ASTM A567 -90B DOUBLE RIVET BEAM LOW PROFILE "T" POST COL. B.PL. 2-1/4"o ANCHOR BOLTS 2" EMB. (SEE NOTE NO. 3) BASE PLATE DETAIL FIXED SHELVING "L" POST COL. B.PL. 1-1/4"o ANCHOR BOLT 2" EMB. (SEE NOTE NO. 3) 1/4 "0 TEK SCREW 1 BEAM CONNECTION 2 BEAM CONNECTION FOOT BRAKE CARRIAGE AND TRACK ASSEMBLY 1 48" TYP. U,N.O. ..:. FOLD UNITS SIDE VIEW HANGING SHELVING SHELVING LAYOUT FOOTBRAKE • - - mama '. ELEC -- •L sometE. LINLI i • •- ' , � �-L 20 s/e. 1" THICK PLASTIC BRAKE SPACER FRONT VIEW — CORNER BRACE PRESS WITH FOOT TO SET PRESS WITH FOOT TO RELEASE RUBBER STOP TOP SCREW --- BOTTOM SCREWS .01e, OTAD /bpi tar es s -7a • 367r30" RIM" i3 ": �►��:p' � : 7 i+ ∎r • cz �► rii+ri� Y~ MEND g Akelk STRUCTUP E' t2GCfEir who •MD9ILf AiSiE STRUCTURAL - BRACE sal SIDE VIEW CODE COMPLIANCE APPR APR Of 'Tukwila 10N NOTES: 1— DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE IBC 2006 EDITION 2 —STEEL FOR ALL SHAPES FY =36 KSI. ASTM A570 -85 GR.36 (EXCEPT AS NOTED) 3—POWERS SCREW TYPE ANCHORS ESR -1678 OR APPROVED EQUAL (NO SPECIAL INSPECTION REQUIRED) 4— SHELVING CAPACITY 50 # / LEVEL 5 —ALL SHELVING INSTALLATIONS AND SHELVING MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF 50 # / LEVEL ExFIRES 12 -26 -09 LD REV. RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 Permit No. Pkar• review approval is sublect to errors and 0 SS 0 . ppprovai 01 construction documents �i.'n the violation of any adopted code or ordinance. Qi approved Fi Id Co and condition is kale fed ; REVISIONS No changes shall made to the score of work without prior approval Tukwila Building Division n ;r► NOTE Revisions Will require a new plan ; an may include a plan re" REVISION NO-i RECElVE�+ D OS- 0c15 "PR °'2°°8 PERMIT CENTER DATE 633 SOUTHCENTER MALL, TUKWILA, WA. 98188 JOB NO. SHEET NO. RD -13186 STORAGE SHELVING DETAILS 'T,-. . s • •.z REVISION PUMPKIN PATCH DRAWN BY: .4..X.% RESPONSIBILITY SCHEDULE P /V= PUMPKIN PATCH /VENDOR CC= GENERAL CONTR. L= LANDLORD E= EXISTING FURNISH INSTALL REMARKS GENERAL P/V GC L E P/V GC L barricade 0 0 demolition of (e) tenant finishes 0 all temporary utilities 0 permits and permit fees 0 0 fire extinguishers 0 0 Schlage lock cores and keys 0 0 G.C. PROVIDES CYLINDERS /PP PROVIDES FINAL concrete slab / overlay 0 0 PATCH IF REQUIRED concrete cut / patch 0 0 concrete sealing / waterproofing N/A demising partition framing / furring O demising & perimeter walls, gyp. bd. on tenant side 0 0 0 LEVEL 5 FINISH AT PAINT UL penetration caulking @ rated assembl. 0 0 AS REQUIRED BY CODE roof patch at all penetrations N/A utility set up - 0 EXTERIOR / STOREFRONT P/V GC L E P/V CC L entry doors and hardware 0 Q HARDWARE BY GC storefront mullions and glazing O 0 storefront framing 0 0 SIGNAGE P/V GC L E P/V GC L exterior signs (ilium. / non ilium.) 0 0 0 UNDER SEPARATE PERMIT. G.C. TO PROVIDE POWER & BLOCKING ELECTRICIAN TO MAKE FINAL CONNECTION. awnings N/A interior hanging window sign N/A interior pin -mount lettering /vinyls /graphics 0 0 N/A INTERIOR FLOOR COVERING P/V GC L E P/V GC L vinyl flooring, wood -look 0 0 carpet 0 0 resilient flooring 0 0 floor adhesive 0 0 WALLS / CEILINGS P/V GC L E P/V GC L interior partitions /drywall soffits & ceilings 0 0 SEE RCP FOR SCOPE backing for cabinetry, hardware & shelving 0 0 SEE P/P CONSTRUCTION MANUAL FOR METHODS AND MATERIALS USED. painting 0 0 SEE FINISHES SCHEDULE FOR SPECIFICATIONS FRP paneling 0 0 SEE FINISH SCHEDULE FOR SPECIFICATIONS accoustic ceiling / suspension system 0 N/A MDF base 0 0 FURNISHINGS / EQUIPMENT P/V GC L E P/V GC L cashwrap & rear counter Q 0 GC TO APPROVE FINAL SiTE DIMENSIONS. t P tempered glass counter top 0 0 ! CODS- - merchandise display fixtures 0 0 1 Ei mdf panels at wall fixture 0 0 I fixture installation hardware 0 0 0 fixture finish hardware Q 0 t cashwrap equipment 0 0 I. fire extinguisher cabinet 0 0 1------- back -of -house desk and shelving 0 0 I office equipment 0 0 t, fit' safe 0 0 GC TO BOLT TO FLOOR. CO- ORDINATE LOCATION WITH MANAt R. rear service door O O O GC TO REFURBISH AS REQUIRED. fire /panic hardware 0 0 GC TO ADD NECESSARY HARDWARE AS REQUIRED portal plywood and finish Q 0 By FiXTURE CONTRACTOR TOILET & FITTING ROOMS P/V GC L E P/V GC L ceilings 0 0 SEE FINISH SCHEDULE. REFER SHEET 03 FOR EXISTING NOTE IF CEILING PRESENT. toilet door and door hardware 0 0 floor finish 0 0 FRP / wall finish 0 0 accessories 0 0 0 0 SEE ACCESSIBLE TOILET ELEVATIONS FOR SPECS /RESPONSIBILITY. dressing room benches, finish and accessories 0 0 BY FIXTURE CONTRACTOR dressing room partitions and doors 0 0 BY FIXTURE CONTRACTOR H.V.A.C. P/V GC L E P/V GC L HVAC unit(s) 0 0 0 SEE MECHANICAL SHEETS FOR SCOPE OF WORK curb / adapters / plenum drops 0 0 0 SEE MECHANICAL SHEETS FOR SCOPE OF WORK thermostats & control wirin• low v•l a.e 0 0 0 SEE MECHANICAL SHEETS FOR SCOPE OF WORK AC wiring and connections (line voltaae) 0 0 0 SEE MECHANICAL SHEETS FOR SCOPE OF WORK ducting, grills and return air 0 0 0 SEE MECHANICAL SHEETS FOR SCOPE OF WORK toilet exhaust /fans and ducting 0 0 0 SEE MECHANICAL SHEETS FOR SCOPE OF WORK smoke evacuation N/A air balancing and report 0 0 SEE MECHANICAL SHEETS FOR SCOPE OF WORK PLUMBING P/V GC L E P/V CC L domestic cold water service to the space 0 Q SEE PLUMBING SCHEDULE FOR SPEC'S /RESPONSIBILITY water meter 0 0 0 SEE PLUMBING SCHEDULE FOR SPEC'S /RESPONSIBILITY toilet room fixtures Q SEE PLUMBING SCHEDULE FOR SPEC'S /RESPONSIBILITY water heater 0 0 0 AC condensate drain Q Q SEE PLUMBING SCHEDULE FOR SPEC'S /RESPONSIBILITY AC gas piping and final connection N/A sprinkler main cut off 0 sprinkler heads and branch lines 0 BRANCH LINE BY LL, UPHEADS ONLY BY LL, FINAL HEAD RELOCATION BY GC I utility sink 0 0 _ ELECTRICAL P/V GC L E P/V GC L meter section and main disconnect 0 SEE ELECTRICAL SHEETS FOR SCOPE OF WORK conduit and feeders to leased space 0 0 EMPTY CONDUIT ONLY utility meter 0 transformer within leased space 0 0 0 electrical panels and distribution 0 Q Q RELOCATE. SEE ELECTRICAL SHEETS distribution 0 0 conduit and pull strings for data & phone 0 0 SEE WIRING DIAGRAM FOR LOCATIONS AND SIZES OF CONDUIT! support structure for hanging fixtures 0 0 complete wiring for outlets and switches 0 0 0 complete wiring for equipment 0 0 interior light fixt. /track /exit & em. lighting 0 0 0 0 SEE VENDOR CONTRACTS FOR SCHEDULING DELIVERIES. SEE DWGS FOR (E) & NEW IF REQUIRED fire alarm system 0 0 0 IF REQUIRED time clock(s) for ext. lights /signs /fans 0 0 0 final 120V connection on illuminated signs 0 0 LOW VOLTAGE WIRING P/V CC L E P/V GC L security system 0 0 SEE LOW VOLTAGE DRAWING doorbell and buzzer O O phone wiring to space from bldg. demark 0 SEE LOW VOLTAGE DRAWING phone conduit & pull string from demark to space Q LL TO FURNISH & PROVIDE CONDUIT ONLY music system and speakers 0 0 SEE LOW VOLTAGE DRAWING cat 5 data wiring and termination 0 0 CONDUIT AND PULL STRING BY GC, WIRING BY DATA VENDOR.SEE LOW VOLTAGE DRAWING. POS equipment setup 0 0 telephone wiring and termination 0 0 GC TO COORDINATE TELEPHONE SERVICE WITH CONSTRUCTION MANAGER. SEE LOW VOLTAGE DRAWING. Burglar Alarm 0 0 GC TO COORDINATE. NOTES: FILE COPY Permit No. 42Q. Plar review approval is subject to errors and omissions. Approval of construction documents does not au the violation of any adopted code or ordinanCo. Remit of approved - Id Copy : d co ton 's A� By o e cd' _ . REVISIONS No changes shall be made to r oya l co of work without prior app , Tukwila B Drvis NOTE: Revisions will a new plan su bn l I and may include additional review ff F r " pr 7 crr' ; J r I .; - ,1 '' LA FEB 192008 PEhmi l CENTER Cit ....- plc Date .. "..._._.. -.. _ _� ! .. �_ �i� Cps C�rC�..y • g$$g��gygy������gqqq y {may @3gy �+ayy zz ��, 4r ��imh.Y�77�d7 V� ^� �V.d6�d��� 0 m 0 • • • , • MALL LOCALITY PLAN NTS 1 r OCCUPANCY SALES BACK OF HOUSE TOTAL 0 � .. ..1 ..J L - 0' • 11 TENANCY LOCALITY PLAN NTS z'3 TOTAL = 90 occpts SALES = AREA/30 ( * *LF) (2661/30) 88.7 occpts BACK OF HOUSE = AREA/300 ( * *LF) (505/300) 1.7 occpts PATH: MAX TRAVEL PATH = 100 FT a 250ft 48" (1200) CLEAR FIRE EGRESS PATH THRU' SHOP t`tritliz l J OCCUPANCY LOAD CALCULATIONS LOAD FACTOR AREA CALC. OCCUPANTS 30 2661 sqft (2661/30) 88.7 300 505 sqft (505/300) 1.7 3188 soft 90 EXITS: NUMBER OF EXITS REQUIRED: 1 EXIT WIDTH REQUIRED 36" MIN NUMBER OF EXITS PROVIDED: 1 EXIT WIDTH PROVIDED 36" NTS EXITING AND OCCUPANCY DIAGRAM / PUMPKIN PA H - SURE # 1215 1 GENERAL NOTES TENANT'S GENERAL CONTRACTOR TO CHECK IN WITH MALL OPERATING MANAGER PRIOR TO WORK START. 2 THE COMPLETE CONSTRUCTION DOCUMENT SET IS INCLUSIVE OF THE DRAWING SHEETS LISTED IN THE DRAWING INDEX AND THE TENANT CRITERIA MANUAL, STORE CONSTRUCTION REQUIREMENTS / TENANT CONSTRUCTION REGULATIONS WHICH INCLUDES ALL MALL CONSTRUCTION REQUIREMENTS. 3 ALL CONSTRUCTION AND INSTALLATIONS SHALL COMPLY WITH THE LATEST ADOPTED REQUIREMENTS OF THE RELEVANT STATE BUILDING CODE, AND ALL OTHER CURRENT APPLICABLE REGULATIONS AND ORDINANCES OF THE CITY. NOTHING ON THE DRAWINGS OR SPECIFICATIONS IS TO BE CONSTRUED AS REQUIRING OR PERMITTING WORK CONTRARY TO THESE RULES, REGULATIONS AND CODES. 4 FIRE EXTINGUISHERS & EXIT SIGNS AS REQUIRED BY THE FIRE MARSHAL. 5 PATCH AND REPAIR ALL FIREPROOFING DAMAGED OR REMOVED DURING THE PERFORMANCE OF THE WORK. 6 PRIOR TO BIDDING, THE CONTRACTOR SHALL WSJ T THE SITE, AND BECOME AQUAINTED W117-1 ALL CONDITIONS RELATING TO THE CONSTRUCTION AND COMPLETION OF THE PROJECT AND THE EMPLOYMENT OF LABOR THEREON. GENERAL CONTRACTOR BIDDERS AND THEIR SUBCONTRACTORS SHALL REPORT ANY DISCREPANCIES IN THE TENANTS WORKING DRAWINGS, INCLUDING VARIATIONS IN THE QUANTITY OF FINISH MATERIALS TO BE SUPPLIED BY TENANT PRIOR TO SUBMISSION OF BIDS. FAILURE TO DO 50 WILL NOT RELIEVE THE PARATE CONTRACTOR OF HIS OBLIGATIONS TO FURNISH ALL EQUIPMENT, MATERIAL, LABOR A iT AND SERVICES AS NECESSARY TO CARRY OUT THE PROVISIONS OF THE CONTRACT. APPROVAL 7 INFORMATION RELATED TO EXISTING CONDITIONS GIVEN IN THE CONSTRUCTION DOCUIMAM OBTAINED FROM DATA AVAILABLE AT THE TIME OF DESIGN. ACCURACY CANNOT BE GUARANTEED. DRAWINGS AND SPECIFICATIONS ARE INTENDED FOR ASSISTANCE AND GUIDANCE, BUT EXACT DIMENSIONS AND ELEVATIONS SHALL BE GOVERNED BY ACTUAL CONDITIONS AT THE SITE AND SHALL BE VERIFIED BY THE CONTRACTOR. IT IS THE CONTRACTOR RESPONSIBILITY TO REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE TENANTS REPRESENTATIVE PRIOR TO BEGINNING WORK. 8 INSTALL ALL WORK PLUMB, LEVEL, SQUARE AND TRUE, AND IN PROPER ALIGNMENT. 9 ALL WORK SHALL BE SCHEDULED AND PERFORMED SO AS NOT TO DISTURB OR CAUSE DAMAGE TO ANY TENANT IN THE BUILDING, OR INTERFERE WITH THE BUILDING MANAGEMENT'S NORMAL BUSINESS OPERATIONS COORDINATE SCHEDULE WITH MALL OPERATIONS DIRECTOR. 10 NO WORK SHALL BE DONE IN 'OTHER TENANT' AREAS, UNLESS OTHERWISE NOTED. 11 COORDINATE ALL WORK AS REQUIRED WITH THE LANDLORD'S REPRESENTATIVE INCLUDING THE USE OF ELEVATORS (WHERE APPLICABLE) TEMPORARY STORAGE, LOADING DOCKS, BUILDING KEYING SYSTEM, ETC. PROVIDE NECESSARY BARRICADES, LIGHTING, SIGNAGE, AND GUARDRAILS AS REQUIRED BY OWNER AND /OR APPLICABLE REGULATORY AGENCIES, FOR THE PROTECTION OF BUILDING OCCUPANTS WORKERS AND PEDESTRIANS. 12 PROVIDE AND COORDINATE LOCATION AND TYPE OF BLOCKING /BACKING REQUIRED WITHIN PARTITIONS AT LOCATIONS OF ALL WALL MOUNTED ITEMS. 13 ANY WASTE AND REFUSE CAUSED BY THE WORK SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF PROPERLY BY THE CONTRACTOR DAILY. FINAL CLEANING PRIOR TO FINAL INSPECTION SHALL INCLUDE A THOROUGH CLEANING OF ALL SURFACES. 14 THE DRAWINGS INDICATE LOCATION, DIMENSION, REFERENCE AND TYPICAL DETAILS OF CONSTRUCTION WITH RELATION TO THE DESIGN INTENT. THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION. WORK IN ANY PARTICULAR AREA DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE DETAILED. 15 i DIMENSIONS SHOWN ARE TO THE FACE OF FINISHES. UNLESS OTHERWISE NOTED. VERTICAL DIMENSIONS ARE FROM THE FINISHED FLOOR. ii DIMENSIONS MARKED "V.I.F." SHALL BE VERIFIED iN THE FIELD BY THE CONTRACTOR. iii DIMENSIONS ARE NOT ADJUSTABLE WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT. iv WRIIIEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS 16. REFER TO "PUMPKIN PATCH CONSTRUCTION MANUAL 2005" FOR INSTALLATION DETAILS' FOR ALL WALL FIXTURES /RACKING ETC. 17 PROVIDE TEMPORARY CONSTRUCTION BARRICADE PRIOR TO COMMENCEMENT OF CONSTRUCTION, PER INSTRUCTION OF LANDLORD AUTHORITY. DO NOT FASTEN TO MALL FINISH MATERIAL. 18. HAZARDOUS SUBSTANCE IS THE RESPONSIBILITY OF THE TENANT AND THE TENANT'S CONTRACTOR('S), WHEN PREPARING FOR AND PROCEEDING WITH CONSTRUCTION IN THE PREMISES, TO COMPLY WITH ALL REQUIREMENTS OF ALL APPLICABLE LAWS CONCERNING HAZARDOUS SUBSTANCES IN ANY COMPONENT OF THE PREMISES DURING ITS TENANCY. 19. AFTER LANDLORD APPROVAL, ANY CHANGES OR MODIFICATIONS IN THE CONSTRUCTION DOCUMENTS OR TENANT IMPROVEMENTS MUST BE APPROVED BY LANDLORD IN WRITING. 20. COORDINATE CONSTRUCTION WITH LOCAL LANDLORD AUTHORITY 21. APPROVAL IS SUBJECT TO VERIFICATION OF CONDITIONS & COMPLIANCE WITH PROCEDURES FROM LOCAL LANDLORD AUTHORITY 22. AT LEAST 1 SET OF THE (1) LL APPROVED FINAL PLANS, (2) PERMIT PLANS AND (3) LANDLORD DESIGN AND CONSTRUCTION CRITERIA MANUAL MUST BE ON THE JOBSITE SITE AT ALL TIMES. ALL CONSTRUCTION IN THE SPACE MUST STRICTLY CONFORM TO ALL LL NOTES, COMMENTS AND CHANGES /REVISIONS TO THE SUBMITTED PLANS. ANY NON-- CONFORMING WORK WILL BE REQUIRED TO BE RE- CONSTRUCTED, AT THE TENANT'S SOLE COST AND EXPENSE. 23. LANDLORD'S APPROVAL 15 CONTINGENT UPON TENANT'S COMPLETION OF ALL CONSTRUCTION IN CONFORMANCE WITH THIS SET OF FINAL PLANS AND COMPLETION OF ALL LL PUNCHED ITEMS. 24. VERIFY ALL DEMOLITION WORK REQUIRED BY THE LANDLORD WITH LANDLORDS OPERATIONS MANAGER PRIOR TO BID. 25. ANY PENETRATIONS OF OR MODIFICATIONS TO STRUCTURAL STEEL OR CONCRETE MUST BE COORDINATED WITH LANDLORD AUTHORITY. 26. IF TENANCY HAS EXISTING ACCESSIBLE TOILET CHECK SPACE FOR COMPLIANCE WITH ADA REQUIREMENTS. SHOULD LAYOUT AND FITTINGS NOT COMPLY ALLOW TO RECONFIGURE /INSTALL FITTINGS SO AS TO ENSURE SPACE COMPLIES. 27. ALL ROOF WORK TO BE PERFORMED BY LANDLORD'S APPROVED ROOFING CONTRACTOR. 28. ALL MATERIALS USED IN THIS SPACE MUST BE ASBESTOS FREE. 29. IT IS THE RESPONSIBILITY OF THE TENANT'S GENERAL CONTRACTOR TO FIELD VERIFY DIMENSIONS, UTILITY LOCATIONS AND CONDITIONS PRIOR AND DURING CONSTRUCTION. 30. ALL UTILITIES AND MATERIALS SHALL NOT BE ABANDONED WITHIN THE LEASE SPACE. THEY SHALL BE REMOVED BACK TO THE SOURCE. 31. COVER RETURN AIR OPENINGS BEFORE AND DURING CONSTRUCTION. 32. ALL REUSED MATERIAL AND EQUIPMENT MUST BE REFURBISHED "LIKE NEW" CONDITION. 33. AFTER LANDLORD APPROVAL ANY CHANGES OR MODIFICAiTONS IN THE CONSTRUCTION DOCUMENTS OR TENANT IMPROVEMENTS MUST BE APPROVED BY LANDLORD AUTHORITY. GENERAL CONTRACTOR NOTES: 1. GC TO CHECK IN WITH MALL OPERATING MANAGER PRIOR TO WORK START. 2. GC SHALL PERFORM FIRST CLASS WORKMANSHIP. ACCEPTANCE CONTIGENT UPON LANDLORD APPROVAL. 3. TENANT CONTRACTOR WILL REPAINT AND /OR REPAIR LANDLORD PROPERTY (NEUTRAL PIERS, BULKHEAD, REAR CORRIDOR, ETC.) DAMAGED DURING TENANT IMPROVEMENTS. 4. TENANT CONTRACTOR SHALL PERFORM FIRST -CLASS WORKMANSHIP. ACCEPTANCE CONTINGENT UPON LANDLORD APPROVAL. 5. G.C. TO NOTIFY OPERATIONS MANAGER OF ANY DISCREPANCIES BETWEEN DRAWINGS. TENANT ADA NOTES TENANTS LEASED PREMISES MUST COMPLY WITH TITLE 111 OF THE AMERICANS WITH DISABLiTiES ACT (ADA). COMPLIANCE WILL INCLUDE BUT NOT BE LIMITED TO THE DESIGN, CONSTRUCTION AND /OR ALTERATION OF THE LEASED PREMISES. UPON COMPLETION OF WORK, TENANT SHALL SUPPLY TO THE LANDLORD A LETTER SATISFACTORY TO THE LANDLORD, STATING THAT THE LEASED PREMISES HAVE BEEN DESIGNED AND CONSTRUCTED IN ACCORDANCE AND ARE IN COMPLIANCE WITH THE ADA. DRAWING INDEX 1.1 ARCHITECTURAL STHC- USA- 00 STHC - USA 01 STHC- USA -02 STHC- USA-03 STHC - USA -04 STHC- USA -05 STHC-USA-06 STHC--- USA -07 STHC - USA -10 STHC - USA -11 STHC - USA -12 STHC - USA -13 STHC -USA -14 STHC- USA -15 STRUCTURAL 51.1 2 ECHANICAL 2.1 3.1 L UMBING P1.1 P2.1 ELECTRICAL E -1 E -2 E -3 E -4 E -5 E--6 E -7 PROJECT TEAM TENANT /OWNER PUMPKIN PATCH 439 EAST TAMAKi ROAD, EAST TAMAKI PRIVATE BAG 94 310, PAKURANGA AUCKLAND, NEW ZEALAND. Tel 011.64.9.274.7088 Fax 011.64.9.274.3265 ARCHITECT CORTLAND MORGAN, ARCHITECT, AIA 711 North Fielder Road Arlington, Texas Dallas, Texas 76012 teL (817) 635 -5696 fax. (817) 635 -5699 OWNERS REPRESENTATIVE Jerry Jameson 905 Fourth Stre San Rafael, CA 94930 t 415 453 0700. USA CONSTRUCTION MANAGER PUMPKIN PATCH GARY LEVELL Tel 650.281.5054 SECURITY GRILLE ALUMATEK - BO THOMAS bo.thomas®alumatek.com (800) 647 7040 ext 2508 LIGHTING SUPPLIER WEST LA L pepeC�wlael WHOLESA ectrical. com E - (310) 996 3100 FLOORING PARTERRE FLOORING SYSTEM- MARK mwalcoffOparterreflooring.com (818) 507 0663 VISUALS FAST SIGNS -- MARTIN MURPHY tom @olsonvisual.com 661.260.3888 ENTRY PORTAL T. B.A. PROJECT DATA TYPE OF CONSTRUCTION DESCRIPTION OF WO BUILDING CODE: USE: OCCUPANCY GROUP: # OF STORIES: FLOOR AREA: OCCUPANT LOAD: 02 COVER SHEET FLOOR & FIXTURE PLAN DEMOLITION & NEW LAYOUT SETOUT PLANS REFLECTED CEILING PLAN SHOPFRONT ELEVATIONS & SECTIONS INTERIOR WALL ELEVATIONS /SECTIONS INTERIOR WALL ELEVATIONS /SECTIONS INTERIOR WALL ELEVATIONS /SECTIONS GENERAL NOTES AND SPECIFICATIONS STOREFRONT DETAILS CEILING DETAILS PARTITION /WALL DETAILS GENERAL FITOUT DETAILS ADA COMPLIANCE FURNITURE FITTING ROOM AND DISABLED TOILET ELEVATIONS /ADA SIGNS STRUCTURAL PLAN & NOTES STRUCTURAL SECTIONS AND DETAILS MECHANICAL PLAN MECHANICAL SCHEDULES AND DETAILS MECHANICAL SPECIFICATIONS PLUMBING PLAN PLUMBING SCHEDULES AND DETAILS POWER AND SIGNAL PLAN LIGHTING PLAN ONE LINE DIAGRAM, SYMBOLS, NOTES & CALCULATIONS ELECTRICAL DETAILS ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS ENERGY CALCULATIONS 9p8 - D9 5 ' JOSE BAUTiSTA WALCOFF MOBILE STORAGE RACKS PIPP - JOHN RITTER jritter@pippmobite.cam (800) 234 7477 MUSiC PLAYNETWORKS - MICHELLE ROBLES mrobles@playnetwork.com (425) 629 2775 IIN OTE TENANT IMPROVEMENT - RETAIL SALES BUILDING CODE: 2006 IBC W /CHAPTER 51 -50 WAC STATE BUiLEING CODE 2006 FIRE CODE: 2006 IFC W /CHAPTER 51 -54 WAC STATE BUILDING' CODE, 2006 LMC TITLE 9 FIRE ACCESSIBILITY CODE: ICC ANSI A117.1 WAC STATE BUILDING COLE 2003 ENERGY CODE: WAC 51.11 CURRENT, 2006 WASHINGTON STATE ENERGY CODE 2006 NON- RESIDENTIAL ENERGY CODE M (MERCA TILE) NO -• BU COV ' 1 MA BLDG OUP Level 1 of 3 TOTAL AREA = (296.2 sqm) SALES AREA = (247.2 sqm) BACK OF HOUSE AREA = (46.9 sqm) VINYL FLOOR FINISH AREA = (218.2 sqm) UNDER SEPERATE PERMIT - SIGN PERMIT - AUTOMATIC FIRE SPRINKLER PERMIT - FIRE ALARM PERMIT a pm 0 MECH /PLUMB ENGINEER ELMENDORF & ASSOCIATES 2518 EAST BAY DRIVE, NW GIG HARBOR, WA 98335 Tel. 253.858.5885 FAX 253.858.5884 ELECTRICAL ENGINEER UPLIGHT ELECTRIC 12182 ARKLEY DR. GARDEN GROVE, CA 92680 Tel. 916.826.1825 FAX 714.539.1804 STRUCTURAL ENGINEER David M. Goodson, P.E. G5445 La Sierra, Suite 300 Dallas, Texas 75231 Tel 214 - 739 -8100 Fax 214-739-6354 GENERAL CONTRACTOR T.B.D. MECHANICAL SUPPLIER E.B. WARD (BRANDT PEDOTA) 650.872.5226 FOR QUOTES AND DELIVERY INFORMATION brandt.pedota@ebward.com FIXTURES -- DELIVERY EXPRESS LOGISTICS GOUP INC. USA TIM STEWART 310.414.7074 FIXTURE QUERIES ESPIE SHOPFIIItRS - DENNIS COLLINS dennisC 1 espieshopfitters. co.nz 011 649 273 9400 BURGLAR ALARM HONEYWELL - STEVE KENNEDY steven.kennedy@hsmsecurity.com (510) 252 5624 PHONES /DSL T.B.D. EF SPR 3188 sqft 2661 soft 505 soft 2349 sqft TOTAL = 90 occpts SALES = AREA/30 (-`LF) (2661/30) 88.7 occpts BACK OF HOUSE = AREA/300 (**LF) (505/300) 1.7 occpts STRUCTURAL WORK: SECURITY GRILLE SUPPORTS ** LF = LOAD FACTOR ?° ,,• 'g PUMPEN PAIC H CANT IMPRO VEMENT PUMP 11•• •I PAT H - SURE # 1215 Dt. 1 1 SO URIC ENTER 633 41 k 0 LAC EN1ER MAIL SEA It`. WA 98188, USA RED eNED coy vae .. S EPARATE PERMIT REQUIRED FOR: irMechanical Electrical Plumbing Lean Piping City of Tukwila UILDING DIVISION AND MORGAN OF WASHINGTON 4 Tl� II II I DATE: 11/2001 JOB NO: 0144 SCALE: AFGS CHECKED: 711 N. FIELDER ARLINGTON, TX PH: (817) 635-5 FAX: (817) 635 -5 Z 0_ 0_ - z Ld 00 (f) oo O w O) (A U O --I D F- W O < 1--i- U) �- (n tom) -1 LL1 LLI REVISIONS A ISSUED FOR REVIEW 30 Nov 07 01 15511ED FOR GONSTRUGTION/PERMIT 28 Jam 08 02 ISSUED FOR PERMIT RESUEMITTAL 01 Feb 0s 03 ISSUED FOR PERMIT RESUMMITTAL 14 Feb 08 04 ISSUED FOR PERMIT RESUHMITTAL 16 Feb 08 SHEET NUMBER sari-IC-USA-CC REVISION N0. LEAF SIZE EXTG DOOR FRAME HDWR SET FIRING RATING NOTES TYP MAT MAT HD LIMB 1 3' -0" x 7' -0" FITTING ROOMS A AL MTL MTL MTL 1 20 MIN A,C,D,E 2 3' -0" x 7' -0" VT3 C SCW MTL MTL MTL 5 20 MIN C,D,E 3 3' -0" x 7' -O" B SCW MTL MTL MTL 3 20 MIN D,E 4 2' -6" x 5' -O" F PART -- - - 4 D,G 5 3' -0" x 5' -0" D PART - 4 D,F,G 6 3' -0" x 7' -O" C SCW MTL MTL MTL 2 AB,E ROOM /AREA NAME FLOOR BASE WALLS CEILING SALES T1 WDB1 P3 P2 CASHWRAP T1 N/A P3 P2 FITTING ROOMS T1 WDB1 P3 P2 EGRESS CORRIDOR VT3 WDB1 P1 P2 BACK -OF -HOUSE VT3 WDB1 P1 P2 UNISEX TOILET VT2 CVB 1 P 1 /WC 1 P2 Lp N C:4 N- o N 0 0 0) 0 0 ROOM FINISHES 1. FLOORING 1.1 CONCRETE SUBFLOORS CLEAN AND LEVEL CONCRETE SLAB AS REQUIRED TO RECEIVE NEW FLOORING 1.2 VINYL FLOORING VINYL WOOD -LOOK TILE PROVIDED BY PUMPKIN PATCH RESILIENT, NON -SLIP ARMSTRONG, TRANSLATION SHEET VINYL, #31791 MIDGRAY. ROLLS ARE 6'6" WIDE X 72' LONG. VINYL TILE - RESILIENT, NON-SLIP TARKET VINYL COMPOSITION TILE 12 "x12" SKU #V865. 1.3 CERAMIC TILE FLOORING SELECTED 10"x10" NON -SLIP TILES' 1.4 WOOD FLOORING WOOD INTERLOCKING OVERLAY FLOORING (WHITE OAK) - TYPE TO BE ADVISED (TYPE AND FINISH TO COMPLY WITH LANDLORD REQUIREMENTS). 1.5 TERRAZZO FLOORING SELECTED TERRAllO TILE FLOOR FINISH (TYPE AND FINISH TO COMPLY WITH LANDLORD REQUIREMENTS). 1t 2. BASE 2.1 WOOD BASE (SALES AREA /FITTING ROOMS) WDB1 1/2 "x 2" MDF PAINT GRADE. TYPICALLY LOCATED ON ALL WALLS WHERE RACKING SYSTEMS DO NOT OCCUR. 2.2 COVED SHEET VINYL (WC ONLY) COVE VT2 UP WALL 6". USE 1" RADIUS RUBBER FILLET STRIP. FINISH WITH METAL CAP STRIP. 3. WALLS GYPSUM BOARD TYPE X" THROUGHOUT (W / #4 FINISH AT EXPOSED WALLS IN SALES AREA ONLY) 4. CEILINGS GYPSUM BOARD TYPE 'X" (WITH #4 FINISH IN SALES AREA ONLY) 5. PAINT GYP BD /PLASTER: FIRST COAT ACRYLIC ENAMEL UNDERCOAT. SECOND & THIRD COATS: SEM1-GLOSS ACRYLIC ENAMEL. - DECORATORS WHITE. GYP BD /PLASTER: FIRST COAT ACRYLIC UNDERCOAT. SECOND & THIRD COATS: FLAT ACRYLIC. - DECORATORS WHITE. GYP BD /PLASTER: FIRST COAT ACRYLIC UNDERCOAT. SECOND & THIRD COATS: EGGSHELL ACRYLIC. - DECORATORS WHITE. PLY-' "BLOND PAINT EFFECT" - HIGH BUILD TWO -PACK PLOYURETHANE SYSTEM. FIRST COAT CLEAR SEALER (MIROTHANE PU5545). SECOND & THIRD COATS: PIGMENTED TOPCOAT 42% CLEAR TOPCOAT (MIROTHANE PU5555) 6% PIGMENTED TOPCOAT ( MIROTHANE PU5650), 48% HARDENER, 4% THINNERS APPLIED IN TWO LIGHT COATS. REFER NOTE 5. SIM - NEUTRAL PIER E] TRANSITION CRY DOORS ii: <� i ' i <� C;'F'.: ti y .... "ia %:Ti ;if ° > "i ,t. >:: 1:1::•,. `i;: r +s' +c Y2.r r:• i'4�`•'; , ° ? " = >i .: ?` °:. i ?'#Ek > ,.i'> t e.'•:cs .., 31ii3:..... c1?`�•i >;. i`1:i °a^ `, o, t t h. .>2 ## '... .,. is ::2M :, ...., C: ,... .. .v,. 1/4 "= 1 " Al FLOOR PLAN KEY NOTES STOREFRONT 51 LEASELINE 52 53 FLOOR AND FIXTURE PLAN (E) NEUTRAL PIER (N) STOREFRONT FULL HEIGHT FRAMELESS GLASS WINDOW WDH RAISED FLOOR BEHIND WINDOW TO 6" [150mm] HT. ALL GLAZING AND WINDOW FRAME DETAILS TO COMPLY WITH LOCAL /STATE /NATIONAL CODE COMPLIANCE REQUIREMENTS FOR FRAMELESS GLASS WINDOW SYSTEMS. ADA COMPUANT FLOOR TRANSITION TENANT FINISH FLOOR TO BE FLUSH WITH MALL FINISH FLOOR. IF REQ'D, SLOPE TENANT FLOOR 1/4" PER FT. MAX. AT TENANT SIDE ENTRY. INSTALL SILVER ANODISED ALUMINIUM TRANSITION STRIP AT REAR OF ENTRY PORTAL. ANTI-THEFT ALARM SYSTEM PROVIDE FOR FUTURE INSTALLATION MANUALLY OPERATED SECURITY GRILLE @ ENTRY PORTAL ROLLER SECURITY DOOR WITH TRACKS (NATURAL ANODISED) RECESSED INTO PORTALS. DOOR RECESSED INTO BULKHEAD OVER CANOPY AND BE FITTED WITH SCHLAGE INTERCHANGEABLE CORE. REFER SHEETS 04 & 11. PUMPKIN PATCH IN -LAY LOGO VINYL LOGO TO BE INSTALLED FLUSH WITH ADJACENT FLOORING RAISED DISPLAY PLATFORM FLOOR FINISH VT1 ON SOLID 1" SUBSTRATE ON FRAMING' TO 6" HEIGHT. ENTRY PORTAL CANOPY PORTAL BULKHEAD OVER ENTRY. SEE STRUCTURAL DRAWING 51. ENTRY PORTALS GROOVED MDF CLAD PORTAL LEGS LACQUER FINISH WITH GLASS INFTLL PANELS. REFER DRAWING SHEETS 04 & 11 FOR STOREFRONT & ENTRY DOOR ELEVATIONS, SECTIONS & DETAILS. ROOM FINISH SCHEDULE 6. WALLCOVERING FRP (FIBERGLASS REINFORCED PANEL) SEQUENCIA OR EQ. COLOR TO MATCH (E), WITH MATCHING MOULDING © ALL JOINT, CORNER, AND EDGE CONDITIONS. ALUMINUM 'H" MOULDING AT BOTTOM TRANSITION TO VINYL BY FRP SUB - CONTRACTOR. 7. WALL PROTECTION CORNER GUARDS PAWLING CG -20" 4' LONG #301 LINEN WHITE FIXED TO WALL ABOVE BASE. CONTACT PH No. 650 -324 -1133 ROOM FINISH NOTES: 1, WOOD BASE TO BE PLACED AT VISIBLE LOCATIONS ONLY. 2. CV81 TO BE LOCATED AT ALL 4 BATHROOM LOCATIONS. 3. ALL DOORS AND TRIM SHALL BE BRUSH PAINT F7NISHED- 4. P4 - SPECIALIST PAINT FINISH TO PLY TO BE SPRAY APPLIED TO PLY SHALL BE AS PER APPROVED PAINT SAMPLE. FLOOR NOTES: 1. GC TO ENSURE ANY FLOOR RAMPING COMPLIES WITH LOCAL /STATE /NATIONAL CODE COMPLIANCE REQUIREMENTS FOR SLIP RESISTANCE /SLOPE etc. 2. GC TO ENSURE ANY CHANGE IN FLOOR FINISH 15 SUITABLY TRIMMED WITH TRANSITIONAL ALUMINIUM EXTRUSION SO AS TO ALLEVIATE ANY TRIPPING HAZARDS AND TO COMPLY WITH LOCAL /STATE /NATIONAL CODE COMPLIANCE REQUIREMENTS FOR SUP RESISTANCE /SLOPE ETC. 3. GC TO SUPPLY ALL FLOOR ADHESIVES FOR ATT FLOOR FINISHES INCLUDING THAT FLOOR FINISH SUPPLIED BY OTHERS. 4. FLOORING MUST BE CLEANED AFTER INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. 5. GC TO SUPPLY AND INSTALL ALUMINUM TRANSITION STRIP AT CHANGE OF VINYL TYPE UNDER EGRESS DOOR AT REAR EXIT. OVERHEAD SIGN INTERNALLY ILLUMINATED SIGN OVER ENTRY RECESSED INTO PORTAL FACE. SIZE TO SUIT OPENING. INTERNATIONAL SIGN OF ACCESSIBILITY REFER D ON SHEET 14 CONSTRUCTION BARRICADE SEE GENERAL NOTE 17, SHEET 00 & FIRE PROTECTION NOTES ON SHEET 10. CHECK WITH MALL FOR DISTANCE OFF TENANCY LINE. ENTRY DOORS HINGED FRAMELESS GLASS DOORS WITH GLASS SIDELIGHTS. DOORS HELD OPEN BACK AGAINST PORTAL WITH KEYLOCKS. SUITE NUMBER PROVIDE SUITE NUMBERS WHICH SHALL BE PLAINLY VISIBLE FROM THE OUTSIDE OF THE SUITE. SIZE, LOCATION, MATERIAL, COLOR, ETC. SHALL COMPLY WITH MALL REQUIREMENTS. G.0 TO VERIFY SPECIFICATIONS AND LOCATION OF NUMBERS WITH MALL MANAGEMENT. TACTILE EXIT SIGN WITH THE WORDS 'EXIT ROUTE' LETTERS ON SIGN SHALL BE RAISED 1/32 -INCH MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH RELEVANT LOCAL CODE. LETTERS SHALL BE A MINIMUM OF 5/8 INCH AND A MAXIMUM OF 2 INCHES HIGH. LETTERS SHALL CONTRAST WITH THEIR BACKGROUND AND BOTH SHALL HAVE A NON -GLARE FINISH." SHOP DISPLAY WINDOW BARRIER 1/2" 2' HIGH PERSPEX BARRIER TO SHOPFRONT DISPLAY AREA TO BE INSTALLED REFER TO SHEET 11 FOR DETAILS. BRANDING LETTERS PROFILE CUT LEI I ERS 10" LEI I ERS. ON SIDE OF PORTAL LEG FLOOR PLAN KEY NOTES TENANCY AREA T2 );S 4;`iKi:e:c ?} iii .., • • -.. Z ff i?t' :Y`.,.a it;V: =iF.± }L�i1 lk i�:j > ur5i14':�I:,, , ii , `:'t \.: i�:i:: \.�:. ..#i'.; tli \ >�:.it .n,....�� �� ?�i.a:. 23 v2=• w >.,::{ v�:: ?.`: is ie`a`C:'S.,:. tis %�i,`7. , ... ......,. ,,. .. r..,,r ,.. ,. " }�:. Z$ °:.Sii: + •i d45 >F ?�� '`�: .a. 9'2••ii� :` e t.23aili ... .......... r�4 2,. .,, -' .hv, .r ,. ...: „r,.... .,r <i�: ` :Z ifii.w'•?'a�i CASHWRAP COUNTERS FRONT /REAR 34 HIGH COUNTERTOPS REFER 4A -G ON SHEET 14 FOR DETAILS. ACCESSIBLE COUNTER AREA SHALL BE A MINIMUM 36" LONG. ACCESSIBLE CLEAR FLOOR SPACE SHALL BE A MINIMUM 30" BY 48 ". FIRE EXTINGUISHER SHALL HAVE A MINIMUM RATING OF 24 -10BC THERE SHALL BE A MINIMUM OF ONE EIRE EXTINGUISHER FOR EACH 3000 SQUARE FEET, OR ANY PORTION THEREOF, AND A MAXIMUM OF 75 FOOT TRAVEL DISTANCE TO ANY EXTINGUISHER. THE EXIINGUISHER(S) SHALL BE INSTALLED ON BRACKETS OR HANGERS SUPPLIED BY MANUFACTURER WITH THE TOP OF THE EXTINGUISHER BETWEEN 3 FEET AND NO HIGHER THAN 5 FEET ABOVE THE FINISH FLOOR. THE EXTINGUISHER(S) SHALL BE SHOWN ON THE PLANS AND SHALL BE LOCATED WITHIN THE MAIN EGRESS ROUTE. FINAL PLACEMENT OF EXTINGUISHERS SHALL BE DETERMINED BY THE ARE MARSHALL. EXIT PASSAGEWAY SIGN SHALL BE POSTED MIDPOINT ON THE WALL MOUNTED AT APPROX. 60" A.F.F. HAVING MINIMUM BLOCK LETTERING WITH CONTRASTING BACK STATING: NO STORAGE IN THIS EXIT PATH AT ANY TIME, BY ORDER OF THE FIRE MARSHALL'. ACCESSIBLE TOILET ROOM SIGNAGE TO BE PROVIDED REFER A ON SHEET 14 FOR DETAILS. DOOR HARDWARE SCHEDULE NOTES 1 ALL LOCKS TO BE SCHLAGE INTERCHANGABLE CORE. 2 REVIEW ALL KEYING ON SITE WITH BUILDING LOCKSMITH OR REPRESENTATIVE. 3 DOORS TO COMPLY W/ IAC 400.310 (i) AND HAVE 3' DOOR, LEVER OPERATED OR EQUAL DOOR. HARDWARE, 18" ON THE PULL SIDE, A 5 LB MAX. FORCE TO OPEN ON ALL HINGED INTERIOR & EXTERIOR DOORS. ALL DOORS SHALL BE PROVIDED WITH HARDWARE LISTED OR EQUAL. ALL DOOR HARDWARE METAL FINISH TO BE SATIN CHROME. ALL DOORS AND HARDWARE TO COMPLY WITH RELEVANT FIRE CODE REGULATIONS AND MAINTAIN APPROPRIATE FIRE RATINGS. DISABLED DOORS AND HARDWARE TO COMPLY WITH RELEVANT ADA CODE REGULATIONS. SET 1 2 3 4 5 SPACE REAR EXIT DOOR UNISEX TOILET DOOR BACK OF HOUSE DOOR LOBBY DOOR w n a QUANTI 1 FITTING ROOM DOORS - SUPPLIED BY P /P. GC INSTALL BUMPER. cy cy • • TY 2 PR I PR 12 PR PR 2 2 2 z MAT ACCESSIBLE TOILET ROOM LAVATORY ALL WATER AND DRAINPIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORY PER RELEVANT CODE. CHECK SPACE FOR COMPLIANCE WITH ADA REQUIREMENTS. SHOULD LAYOUT AND HIIINGS NO COMPLY ALLOW TO RECONFIGURE /INSTALL FITTINGS 50 AS TO ENSURE SPACE COMPLIES. ACCESSIBLE CLEAR FLOOR SPACE WITHIN THE ROOM SHALL BE A MINIMUM 60 "0. DOOR MAY ENCROACH INTO REQUIRED SPACE MAX 12 ". ACCESSIBLE FITTING ROOM BENCH SEAT SHALL BE ANCHORED TO FRAMING. PER RELEVANT CODE. REFER 1 FOR SIM. FIXING AND 9A -D ON SHEET 15. (N) REMOTE SENSOR SEE MECHANICAL DRAWINGS. (N) THERMOSTAT SEE MECHANICAL DRAWINGS. COUNTER TOP (34 HIGH) WITH CABINETS BELOW SHELVING ABOVE SHELVING SUPPORTS SHALL BE ANCHORED TO FRAMING- REFER 1 ON SHEET 14, HI I I NG ROOM SEAT /MIRROR SHALL BE ANCHORED TO FRAMING. PER RELEVANT CODE. REFER 1 FOR SIM. FIXING AND 10A -B ON SHEET 15, EXISTING TRANSFORMER SEE ELECTRICAL DRAWINGS. 3 a MA TERNITY PLINTH LOCATIONS TO BE CONFIRMED r. w 1 z cy cy 1 DOOR SCHEDULE AL ALUMINUM FF FACTORY FINISH HC HOLLOW CORE HM HOLLOW METAL MTL METAL PART PARTITION SYSTEM SC SOLID CORE SCW SOLID CORE WOOD WO WOOD DOOR TYPES uri Ills DISABLED WC (N Ili WATERPROOF MEMBRANE I ATER EMBRA E MUST BE WATER TESTED AND APPROVED ON SITE BY MALL OPERATIONS MANAGER. 6" UP ON ALL SIDES. INSTALL FLOOR DRAIN WITH CLEANOUT AND EXHAUST FAN IN TOILET AREA. REFER ELECT /PLUMB. DRAWINGS C- C note 2 ' :E: #,e >fH...A:a:::; t ::u.4:'i.:i u'oytii'hl'; =ttra {i ?2•�i;xz .i. r.,., >.• :3::'`x{..3• ,r r3E� ,v. F�.:..:' i'.• ...,_.�.;Evi'w`?' ^ 2 "` "Ei 'r:i. `:"�+& '.v. t„ti� :', "f�i Co if�..•?, -a > sia�; c: .. , �•G' 0 \.-.• 1v� : - �.. , � i�inf ...'• }: - r.,w .�..u} . aul itr .u., . ;. 'T;t•y� ,.•.;:< i : 1 ^ it,,rvI.0 vv;fi ELECTRICAL PANELS (N] NEW OR [E] EXISTING. SEE ELECTRICAL DRAWINGS. P/P BOH MOVEABLE STORAGE UNITS LUNDIA TYPE STORAGE ANCHORED PER CODE REQUIREMENTS. SLAIWALL SLATWALL DISPLAY SYSTEM FROM 1' AFFL TO 7'8" AFFL. SILVER ANODISED ALUM. FINISH. SAFE CONFIRM SIZE WITH PUMPKIN PATCH US RETAIL MANAGER. UGHT BOX GRAPHIC (FLUORESCANT) 77 W x 53 /s H. REFER DETAILS 5 ON SHEET 14. MERCHANDISE DISPLAY FIXTURES ON CASTERS P/P BOH STORAGE UNITS 7'11' MAX HEIGHT UNITS TO BE ANCHORED PER CODE REQUIREMENTS. REFER 1 ON SHEET 14. DOOR CLEAR SPACES LENGTH MEASURE PERPENDICULAR TO DOOR: AT LEAST 60" IN THE DIRECTION OF THE 000R SWING AND 48" IN THE DIRECTION OPPOSITE THE SWING. CLEAR FLOOR SPACE SHALL EXTEND 18" PAST STRIKE EDGE OF DOOR ON PULL -SIDE AND 12" ON THE PUSH -SIDE (IF THE DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER) GC TO CHECK ALL EXISTING DOORS COMPLY. ALLOW TO REPOSITION IF NON - COMPLYING. CABLE TV/AUDIO WALL MOUNTED RACK TO SUPPORT CABLE TV /AUDIO SYSTEM - BY SPECIALIST SUBCONTRACTOR. DOOR NOTES: A. MAINTAIN (E) DOORS & HARDWARE. VIF EXTENT OF ADDITIONS OR CHANGES TO MATCH HARDWARE GROUPS SHOWN. [ER] DOORS SIM. BUT RELOCATED. B. UNDERCUT 3/4° FOR ADA SIGNAGE SEE DETAIL 7, SHEET 06. C. ALL EXIT DOORS & GRILLES ARE TO BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. KEY LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT DOOR HAS A DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS." THE SIGN SHALL BE IN LE! (ERS NOT LESS THAN ONE INCH HIGH ON A CONTRASTING BACKGROUND. D. UNLATCHING FORCE, OR OPENING FORCE NOT TO EXCEED PRESSURE DOCUMENTED IN RELEVANT LOCAL CODE. E. BRUSH PAINT DOOR & FRAME F. MIRROR 54" X 18" MIN. DIMENSIONS %" ANNEALED GLASS MIRROR SECURELY ADHERED TO DOOR (WHEN REQUIRED) WITH APPROVED MASTIC. PROVIDE SATIN CHROME J MIRROR TRIM ALL ROUND. G. FITTING ROOM DOORS D &E - SUPPLIED BY P/P AS PART OF CUBICLE SYSTEM. GC TO INSTALL BUMPERS. ABBREVIATIONS / / /0 I TYPE A / / 0 TYPE B TYPE C \ / / z OPEN UNDER OPEN UNDER FLOOR PLAN GENERAL NOTES 1. PRIOR TO CONSTRUCTION, G.C. TO VERIFY (E) TOILET ROOM FIXTURE & ACCESSORY CLEARANCES FOR ADA COMPLIANCE, AS SHOWN IN PLAN AND ELEVATION ON THESE DRAWINGS. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2. ALL EXIT DOORS, INCLUDING SECURITY GRILLES, SHALL BE OPENABLE FROM INSIDE THE TENANT SPACE WITHOUT THE USE OF ANY SPECIAL KNOWLEDGE OR EFFORT WHEN THE SPACE IS OCCUPIED. 3. DEMISING PARTITIONS MUST BE OF FIRECODE X" SHEETROCK; TAPED AND SEALED AIRTIGHT TO DECK ABOVE. 4. ALL FLOOR MERCHANDISING UNITS LESS THAN 5' -0" HIGH. 5. THE SECURITY GRILLE: a.) MUST REMAIN SECURED IN THE PERIOD OF OCCUPANCY BY THE GENERAL PUBLIC. b.) SHALL NOT BE BROUGHT TO THE CLOSED POSITION WHEN THERE ARE MORE THAN 10 PERSONS OCCUPYING SPACES SERVED BY A SINGLE EXIT OR 50 PERSONS OCCUPYING SPACES SERVED BY MORE THAN ONE EXIT. c -) WHEN TWO OR MORE EXITS ARE REQUIRED, NOT MORE THAN ONE HALF OF THE EXITS MAY BE EQUIPPED WITH HORIZONTAL SLIDING OR VERTICAL ROLLING GRILLES OR DOORS. 6. ANY PENETRATIONS OF OR MODIFICATIONS TO STRUCTURAL STEEL OR CONCRETE MUST BE COORDINATED WITH LANDLORD AUTHORITY. 7. ALL FLOOR PENETRATIONS MUST BE SLEEVED AND SEALED LIQUID TIGHT TYPED TYPE E mcgm ._...,,� - Iii rlal;r1, 40" aisle CID BACK OF HOUSE MOBILE AISLE STORAGE •o MOVEABLE SHELVING ., SYSTEM ON FLOOR 1 ' RUNNERS (APPROVE i .. HEIGHT) 48"x30" 48°x30" 48"x30" 48"x30" 48'x30" Lml .. �ll - - t gull - - - ►l - - - - llr IEEE 7_a.ay Yr � +r �v�i a'!a_ai t.v:a ..... r= 0.0.0.0 wa.a r_r a_a_a_r.. N:ral" . ;sir mri re; r= a:a^'aaar.:a a:.= a =a =r= = : a.=.= aM," . 'ra: walra 5.: r= r: w:.::: a_ a:. t*= wa:. �a: a70:7.:a= r:rr= r_a= .7.7.74 7a7 'VW rea4 TION 'SONSTRU , OF BAR TENANRICADE CY WALL PP LOCO ON FACE . #1 RIER WINDOW E G ' !DISPLAY e AN $ISP LA ELOOR Y WINDOW BRANDING LETTER " CUItUre" DISABLED SIGN kid ENTRY "tea PORTALS 3'2" LEAVES ENTRY CANOPY a gISPLAY WINDOW D ioOR tISPLAY ® T I NDOW NE 57 xiASE ISPLAY WINDOW S 1 aLARRIER coNSTRUCIION • fRiCAD I w. NEUTRAL PIER LB 47 1200CR GRAPHIC 1200FEAT 03 LG P 2 -WAY DISPLAY 200 NESTED BENCHES LG 13 45 1200FEAT GRAPHIC GRAPHIC 1200FEAT GRAPHIC 1200FEAT 04 , 05 LG LG A;CESSORY UNIT ACC BAUM SIJMSTONE DISPLAY UNIT LB 1200 NESTED BENCHES - 44 1200FEAT GRAPHIC 1200CR 1 06 l 07 LG 4-WAY DISPLAY 7EJ.'17L! - via h(dtilll ' ill Il 1200CR 1200CR 1200CR LG l L l LG l I I ".- o 2 ;� LB 42 1200CR r750 END PANEL BABYG SUMSIONE DISPLAY UNIT 1200 NESTED BENCHES BG GRAPHIC 1200FEAT 13 MOW CASHWRAP AREA GRAPHIC 120 -NEAT 14 BC 4-WAY DISPLAY T2 ACC 36 FR610 GRAPHIC BB 1200 NESTED BENCHES ..:..r r. 1 BB /38 35 1 34 i 33 1 1200CR 1200CR 1200CR BG CIRC. OISP. RACK 2 -WAY DISPLAY UA CIRC. D. UA CIRC. OISP. RACK 120008 20 BG LCD TV UNIT RECESSED rah .. %... .0 : - A i_ CIAQW .:•.:.. ... * X.2...58 A3 POSTER A3 POSTER � PORTRAIT SNAPFRAME PORTRAIT ` BB _r_. - - BB -� BB _1 r- - MAT ^ T MAT 32 1 .31 1 30 I 1 29 1200CR 120008 1200CR 1200CR 120008 TENANT ADA NOTES WALL LEGEND ® TYPICAL INTERIOR PARTITION (N) NON -RATED PARTITION - 20 GA. METAL STUDS 16" O.C. W/ 1 - LAYER 5/8" TYPE 'X' GYP. BD. ON EACH SIDE. PROVIDE R11 BATT INSULATION @ TOILET ROOM WALLS. GYP BD. TO 6' ABOVE CEILING. BRACING TO STRUCTURE ABOVE REFER DETAIL 3 OR OPTIONAL DETAIL 2 ON SHEET 13- TYPICAL FEATURE PARTITION 20 GA. METAL STUDS 16" O.C. W/ 1- LAYER 5/8" TYPE X' GYP. BD. PARTITION SHALL BE STRENGTHENED / BRAGED BACK TO DEMISING PARTITION TO TAKE RACKING LOADS. BLOCKING AS REQ'D. REFER DETAIL 3 OR OPTIONAL DETAIL 2 ON SHEET 13. TYPICAL BOXED OR PART HEIGHT WALL .3 5/8" 20 GA. METAL STUDS @ 16" 0 -C. W/ 1- LAYER 5/8" TYPE X' GYP, BD. TO 7' A" HEIGHT. SOX CORNERS WITH SOLID BLOCKING TO SUIT LININGS /FIXINGS. CONSTRUCT TOP TO CAP BOX @ 7' g/2" HEIGHT. 1 HR. F.R. PARTITION 20 GA. METAL STUDS W/ 1 -LAYER 5/8" TYPE 'X' GYP. BD. AT EA. SIDE FROM SLAB TO UNDERSIDE OF DECK OR STRUCTURE ABOVE. FIRE TAPE AND SEAL GYP. BD. AS REQUIRED FOR ONE -HOUR RATED CONSTRUCTION. REFER 4 ON SHEL 113. FITT ROOM CUBICLE. PARTITIONS CUBICLE PARTITION SYSTEM SUPPLIED BY P /P. 7' 8 1/2" HEIGHT. " EXISTING 1HR. FR. DEMISING PARTITION G.C. SHALL PROVIDE 5/8° TYPE X' GYP. BD. AT DEMISING PARTITIONS FROM SLAB TO UNDERSIDE OF DECK OR STRUCTURE ABOVE WHERE NONE CURRENTLY EXISTS. FIELD VERIFY. FIRE TAPE AND SEAL GYP. BD. AS REQUIRED FOR ONE -HOUR RATED CONSTRUCTION. EXISTING EXTERIOR WALL (E) WALL TO REMAIN. EXISTING 1 HR. F.R. PARTITION (E) G.C. SHALL VERIFY INTEGRITY OF EXISTING RATED PARTITION OR REPLACE PAR IIIIDN, AS REQUIRED, TO PROVIDE THE REQUIRED RATED ASSEMBLY. EXISTING TENANCY PARTITION (E) WALL TO REMAIN. STRUCTURAL COLUMNS 0 CHECK ALL STRUCTURAL COUMNS WITHIN PREMISES. ALL SHALL BE FULLY ENCLOSED WITHIN A 1 HR FR PARTITION OR EACH SHALL BE WRAPPED WITH 1 LAYER 5 /6" TYPE 'X' GYP BD. GENERAL CONTRACTOR NOTES: 1. GC TO CHECK IN WITH MALL OPERATING MANAGER PRIOR TO WORK START. 2 - SHALL PERFORM FIRST CLASS WORKMANSHIP. CEPTANCE CONTIGENT UPON LANDLORD PROVAL. REVIEWE SCE CODE COO AppROV ). IAN ?, -- 5 20 City Of Tuloilz %AL DIVISION Y: i3::•s?' ;Si <k • ' OM/ C3' : €)1 :L• ' . �:r` ,i ?i' : e.3 �:S:s' £i•.,�. s . i i `•� ?Ca+' • :4 ..• : �:£ 'Tr .. _ Gtr >? • 1i., >i,....,,�... ,? •.f•. ^ :c._.,..: <.'.`':.: +�: { :,r .r .�2 };..'s. :2>::5.i ? f c::.. ` F..•'+i:;•, ir';c f, , .., z :-0 3 \i?:: • L'rr < .. ,.,,:3 :.'• het. ?.2:'i <C.] #. 1 ;nf?•`,ni't � .,. -_ is 2L::'� :..r,v : ?F.:i.C�' :r ..'.� w ::_� FW;�15 ^. n }2} :'� �ci. \`� a::ri F+••'•i 'i •';ari ` a2. +fit ,.k.. # - .c,xci iE ^t'•r r;r'C .•EF TOTAL AREA = (296.2 sqm) SALES AREA = (247.2 sqm) BACK OF HOUSE AREA = (46.9 sqm) VINYL FLOOR FINISH AREA =(218.2 sqm) TOTAL = SALES AREA = (2661/30) BACK OF HOUSE AREA = (505/300) TENANTS LEASED PREMISES MUST COMPLY WITH TITLE 111 OF THE AMERICANS WITH DISABLITIES ACT (ADA). COMPLIANCE WILL INCLUDE BUT NOT BE UMITED TO THE DESIGN, CONSTRUCTION AND /OR ALTERATION OF THE LEASED PREMISES. UPON COMPLETION OF WORK, TENANT SHALL SUPPLY TO THE LANDLORD A LETTER SATISFACTORY TO THE LANDLORD, STATING THAT THE LEASED PREMISES HAVE BEEN DESIGNED AND CONSTRUCTED IN ACCORDANCE AND ARE IN COMPLIANCE WITH THE ADA. CITY U.- i ' `ILIA FEB 1 9 2008 PEHiv T CENTER 3188 sqf 2661 sqf 505 sqf 2349 sqf 90 occpts 88.7 occpts 1.7 occpts PLDOR 4 PIxruRE PLAN SHEET NUMBER DATE: 10/2001 JOB NO: 0744 SCALE: 1:5101 - 1:102B43 CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 z � - w pp Urx pp (1) = w I o � _ LiJ 1- O r ()< W z 0 0_ REVISIONS A ISSUED FOR LANDLORD REvIEW 24 Oct 07 13 ISSUE' FOR LANDLORD R1=vIEU1 25 Oct 01 G 19511E FOR REVIEW 30 Nov 01 01 ISSUED FOR CONSTRUCTION 05 Dec 01 II III eTHC-USA-01 7 1 0 1 REVISION 4 r11 MI111 1111!1% ?5OCR 1200CR I L II __ _....-- SHOJ�RONT NOTE FACE OF NEW SHOPFRONT TO BE SET 3 1'2" INSIDE LEAS NE AS DIMENSIONED. AS LEASMN 1S C11�7VED, 4 ENTRY PORTAL EXTENSIONE BEM IN SHOPFRONT LINE IS INSIDE LEASE NE 1200FEAT I 1 1 1 1 I Z I II SHOPFRONT NOTE: FACE 0 ,NEW SHO FRONT TO BE SET 3 >I2" INSIDE LEAS NE AS DIMENSIONED. AS LEASELJNE IS RUED, 4 ENTRY PORTAL EXTENSIONS BEYORJD SHOPFRONT LINE L INSIDE LEAS NE. 1200FEAT 1200FEAT TYPICAL NOTE FACE OF FEATURE CEILINGS TO ALIGN W{ 1 PACE OF WALL FEATURES AT DEMISING ELLS CEILING SETOUT 4' -4 11/16' 7' -8 11/16" ( DATUM 1200FEAT 1200FEAT sue ..N.‘v awl= raggazonmaim • MIR 1200CR 120008 1200CR 120008 " ■L I fi s 50 END PANE1 20' -1 7/16" CEILING SETOUT ' 750 END PANEL' • II II_ . .... . .... .. f. t .•mini 12' - 1 3/8" CEILING SETOUT _ 1200CR 1200C 1 �, 1200CR 1200CR ' I + II II N 11 � 11 ■ ow aaoowauaaaaa0000:avaow i e � o o�a� i "w ago- I I I i I i 12' - 3/8" 1200FEAT 720OCR I I 120008 12000R 24' -1 5/16'1 a9 ! 1200CR 1 1200CR s 120008 2 D 1 a cR s -. . I I I( I = III II -- ■II. tea � xxiaey � • 767 • !_� era � � � :aaa:�:w:a:�_a_ i:.. *w•:•:•_a_a_I • _ 1 S 4 I I A A r. a A N k 4 i , 8+ 6' -7 1/2" 11' -5 7 T 6 1/8 ° 12" � LL / 8L2" ZONE TOLERANCE ZONE 2'-6 1 9 9/1 SETOUT PLAN 1/4 "= 1 " Al - 3/16'12' TOLERANCE ZONE 6' -8 5/8 4' -2 1/8" 12' -1 3/8 12'-1 3/8" 4' -4 11/16" )) 7' -8 11/16" < O DATUM GRID LINE 8' -1 15/16" 3' -9 9/16" 8' -1 15/16" 8' -1 15/16" I 3' -9 9/16" I 8'--1 15/16" 17-1 3/8" 24' -1 5/16 22' - 1 " 7/8" 20' -2 7/16 TOLERANCE ZONE U go BUILDERS WORK NOTES: ALL DIMENSIONS ARE TO FACE OF LININGS (CHANGE MADE 03 MARCH 2006). WHERE EXISTING DEMISING WALLS DO NOT EXTEND TO SLAB SOFFIT /ROOF STRUCTURE ABOVE, GC ID EXTEND EXTG. WALL CONSTRUCTION TO STRUCTURE. WHERE EXTG. WALL IS STUD /GYPSUMBOARD CONSTRUCT NEW FRAMED WALL WITH 5/8" TYPE X GYP BOARD ON TENANT SIDE TO ALIGN WITH FACE OF WALL FINISH BELOW. WHERE EXTG. CONSTRUCTION MAY BE PART HEIGHT BRICK /BLOCK, CONSTRUCT NEW FRAMED WALL WMTI 5/8" TYPE X GYP BOARD ON TENANT SIDE TO ALIGN WITH FACE OF WALL FINISH BELOW. IF WALL REQUIRES FIRE RATING GC TO CONSTRUCT TESTED FIRE RATED WALL SYSTEM TO COMPLY WITH LOCAL /STATE /NATIONAL CODE COMPLIANCE REQUIREMENTS. WHERE ANY CONTROL /EXPANSION JOINTS OCCUR IN WALLS, WALL PANELING JOINTS SHALL BE PLACED TO ALIGN WITH SUCH JOINTS. ENSURE JOINTS ARE PLACED IN NEW PANELING SUCH THAT PANELS ARE NOT DAMAGED IF MOVEMENT OCCURS. CONTRACTOR NOTE: REFER TO PUMPKIN PATCH CONSTRUCTION MANUAL 2005" F OR INSTALLATION DETAILS FOR ALL WALL FITTINGS /RACKING etc. STRUCTURAL NOTES: ALL STRUCTURAL MEMBERS 57 BE DESIGNED AND INSTALLED IN COMPLIANCE WITH LOCAL /STATE /NATIONAL CODE REQUIREMENTS. ALL WALLS SHALL BE CONSTRUCTED SO AS TO NOT LOAD EXTG. DEMISING WALLS WITH MAJOR LATERAL LOADINGS. INSPECT ALL F.XIS77NG STUD WALLS FOR STABILITY AND STRUCTURAL INTEGRITY. WHERE POSSIBLE ALL LOADS S1-LLL NECESSARBE Y. SPREAD AS EVENLY ACROSS WALLS AS GC TO ENSURE THAT ALL NEW WALLS ARE CSYSTEMS. ONSTRUCTED /ANCHORED TO ENSURE MAXIMUM STRUCTURAL STRENGTH AS REQUIRED BY WALL RACKING GC 10 PROVIDE MALL MANAGEMENT WITH ANY REQUIRED STRUCTURAL CERTIFICATION. WALL LEGEND =TYPICAL INTERIOR PARTITION (N) NON -RATED PARTITION - 20 GA. METAL STUDS @ 16" 0.C. W/ 1- LAYER 5/8" TYPE 'X' GYP. BD. ON EACH SIDE. PROVIDE RI1 BATT INSULATION @ TOILET ROOM WALLS. GYP BD. TO 6' ABOVE CEILING. BRACING TO STRUCTURE ABOVE REFER DETAIL 3 OR OPTIONAL DETAIL 2 ON SHEET 13. TYPICAL FEATURE PARTITION 20 GA. METAL STUDS @ 16" O.C. W/ 1- LAYER 5/8" TYPE X' GYP. BD. PARTITION SHALL BE STRENGTHENED / BRACED BACK TO DEMISING PARTITION TO TAKE RACKING LOADS. BLOCKING AS REQ'D. REFER DETAIL 3 OR OPTIONAL DETAIL 2 ON SHEET 13. TYPICAL BOXED OR PART HEIGHT WALL 3 5/8" 20 GA. METAL STUDS @ 16" 0.C. W/ 1- LAYER 5/8" TYPE X' GYP. BD. TO 7' d/2" HEIGHT. BOX CORNERS WITH SOLID BLOCKING TO SUIT LININGS /FIXINGS. CONSTRUCT TOP TO CAP BOX @ 7' ° HEIGHT. 1 HR F.R. PARTITION 20 GA. METAL STUDS W/ 1 -LAYER 5/8" TYPE 'X' GYP. BD. AT EA. SIDE FROM SLAB TO UNDERSIDE OF DECK OR STRUCTURE ABOVE. RRE TAPE AND SEAL GYP. 8D. AS REQUIRED FOR ONE-HOUR RATED CONSTRUCTION. REFER 4 ON SHEET 13. FITT ROOM CUBICLE. PARTITIONS CUBICLE PARTITION SYSTEM SUPPUED BY P /P. 7' 8 1/2" HEIGHT. EXISTING 1HR. FR. DEMISING PARTITION G.C. SHALL PROVIDE 5/8" TYPE X' GYP. BD. AT DEMISING PARTITIONS FROM SLAB TO UNDERSIDE OF DECK OR STRUCTURE ABOVE WHERE NONE CURRENTLY EXISTS. FIELD VERIFY. FIRE TAPE AND SEAL GYP. BD, AS REQUIRED FOR ONE -HOUR RATED CONSTRUCTION. EXISTING EXTERIOR WALL (E) WALL TO REMAIN. EXISTING 1 HR. F.R. PARTITION (E) G.C. SHALL VERIFY INTEGRITY OF EXISTING RATED PARTDTON OR REPLACE PARTITION, AS REQUIRED, TO PROVIDE THE REQUIRED RATED ASSEMBLY. EXISTING TENANCY PARTITION (E) WALL TO REMAIN. STRUCTURAL COLUMNS Fl CHECK ALL STRUCTURAL COLIMNS WITHIN PREMISES. ALL SMALL BE FULLY ENCLOSED WITHIN A 1 HR FR PARTITION OR EACH SHALL BE WRAPPED WITH 1 LAYER %Ti TYPE 'X' GYP BD. gEWISISIgM RECEIVED CITY OF TUKWILA FEB 1 9 1003 PEHMIT CENTER z I z DATE: 11/2007 JOB NO: 0144 SCALE: 1:46641 1:96'0,43 CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 iffiliMEMENIMIEBEM ` V 1< Lu - z fY D L.L.I oo = W co z uu O cn r u-U< K) uJ �} z co 0 REVISIONS .4 ISSUED FOR REVIEW 30 Nov 0'1 01 ISSUED FOR CONSTRUCTION Os Dec 07 NEUJ LAYOUT SETOUT 4 DOMOLITION PLANS SHEET NUMBER 6/ USA - 02 REVISION FLOOR PLAN KEY NOTES STOREFRONT CD REFLECTED CEILING PLAN 1/4 "= l " @ LEASELINE PART REFLECTED CEILING PLAN 1/4" = 1" 0 Al ENTRY PORTAL LEASE UNE (E) NEUTRAL PIER (N) STOREFRONT FULL HEIGHT FRAMELESS GLASS WINDOW WITH RAISED FLOOR BEHIND WINDOW TO 6" [150mm] HT. ALL GLAZING AND WINDOW FRAME DETAILS TO COMPLY WITH LOCAL /STATE /NATIONAL CODE COMPLIANCE REQUIREMENTS FOR FRAMELESS GLASS WINDOW SYSTEMS. ADA COMPLIANT FLOOR TRANSITION TENANT FINISH FLOOR TO BE FLUSH WITH MALL FINISH FLOOR. IF REQ'D, SLOPE TENANT FLOOR 1/4" PER FT MAX. AT TENANT SIDE ENTRY. INSTALL SILVER ANODISED ALUMINIUM TRANSITION STRIP AT REAR OF ENTRY PORTAL. ANTI -THEFT ALARM SYSTEM PROVIDE FOR FUTURE INSTALLATION MANUALLY OPERATED SECURITY GRILLE @ ENTRY PORTAL ROLLER SECURITY DOOR WITH TRACKS (NATURAL ANODISED) RECESSED INTO PORTALS. DOOR RECESSED INTO BULKHEAD OVER CANOPY AND BE 1.111 ED WITH SCHLAGE INTERCHANGEABLE CORE. REFER SHEETS 04 & 11. PUMPKIN PATCH IN-LAY LOGO VINYL LOGO TO BE INSTALLED FLUSH WITH ADJACENT FLOORING RAISED DISPLAY PLATFORM FLOOR FINISH VT1 ON SOLID 1" SUBSTRATE ON FRAMING TO 6" HEIGHT. ENTRY PORTAL CANOPY PORTAL BULKHEAD OVER ENTRY. SEE STRUCTURAL DRAWING 51. ENTRY PORTALS GROOVED MDF CLAD PORTAL LEGS LACQUER FINISH WITH GLASS 1NF7LL PANELS. REFER DRAWING SHEETS 04 & 1 FOR STOREFRONT & ENTRY DOOR ELEVATIONS, SECTIONS & DETAILS. OVERHEAD SIGN INTERNALLY ILLUMINATED SIGN OVER ENTRY RECESSED INTO PORTAL FACE. SIZE TO SUIT OPENING. INTERNATIONAL SIGN OF ACCESSIBILITY REFER D ON SHEET 14 CONSTRUCTION BARRICADE SEE GENERAL NOTE 17, SHEET 00 & FIRE PROTECTION NOTES ON SHEET 10. CHECK WITH MALL FOR DISTANCE OFF TENANCY LINE. ENTRY DOORS HINGED FRAMELESS GLASS DOORS WITH GLASS SIDELIGHTS. DOORS HELD OPEN BACK AGAINST PORTAL WITH KEYLOCKS. SUITE NUMBER PROVIDE SUITE NUMBERS WHICH SHALL BE PLAINLY VISIBLE FROM THE OUTSIDE OF THE SUITE. SIZE, LOCATION, MATERIAL, COLOR, ETC. SHALL COMPLY WITH MALL REQUIREMENTS. G.0 TO VERIFY SPECIFICATIONS AND LOCATION OF NUMBERS WITH MALI MANAGEMENT. TACTILE EXIT SIGN WITH THE WORDS 'EXIT ROUTE' LETTERS ON SIGN SHALL BE RAISED 1/32 -INCH MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH RELEVANT LOCAL CODE. LEI 1 LRS SHALL BE A MINIMUM OF 5/8 INCH AND A MAXIMUM OF 2 INCHES HIGH. LETTERS SHALL CONTRAST WITH THEIR BACKGROUND AND BOTH SHALL HAVE A NON -GLARE FINISH." SHOP DISPLAY WINDOW BARRIER 1/2" 2' HIGH PERSPEX BARRIER TO SHOPFRONT DISPLAY AREA TO BE INSTALLED. REFER TO SHEET 11 FOR DETAILS. BRANDING LEI ILRS PROFILE CUT LEIIERS 10" LEI 1ERS. ON SIDE OF PORTAL LEG 8 L3 II BEL Et) GRAPHIC II■ GRAI HIC III GRAPH i GRAPHIC GRAPHIC IIMINIENEF - vanv:_v xaaeae.f x , R A GRI UMPIOWI) V.I.F. L10 4' -6 3/8" UNKNOW tar. � EXIT X 1 l '�Mllll [ 1 MIERWEIR - - - ,,..,.�`•�„,„�, II _ - _ _ Y,aa� a�� ►�� a a a � a a aka -4' +�� .-�:. a � .:`i7: ;��#7+ - . .c ��7..... .....7.. �� �a�•7471.745,7471717: 7 = "• :a:a�.�.aT.Y.° - +��7a:.�a..- - - - y .+. a-•. tw..... �- �a- t�- w: r= w "a�a�aT.�."���aa..�a......+..y. •A. • LIGHTING PORTAL WlnDOW PORTAL SAL BELOW "co 3' 1/2" EQ 3' -11 1/2" EQ GRAPHIC II■ GRAPHIC II GRAPHI , 10" 2' -1O" - - --ER— LL HT. WALL GRAPHIC NN 444 r'r't 12 sim. • ar.craeeeeae cearrk. t _ -- -� - - - - - r - -_. - I 1 1 REFLECTED CEILING PLAN KEYNOTES ENTRY PORTAL CEILING PLYWOOD WITH EDGES FINISHED WITH PLY EDGE TAPE SYSTEM. 'V" GROOVED 1 4" CRS. P4 PAINT FINISH. FLOOR LIGHTS FLOOR LIGHTS MOUNTED AT LOW LEVEL IN PORTAL AT 1' AFFL. NEW CEILING 5/8" GYP. BD. ON SELECTED SCREW FIX SUSPENSION SYSTEM TO COMPLY WITH LOCAL /STATE /NATIONAL AUTHORITY REQUIREMENTS. P2 PAINT FINISH. NEW LOWERED FEATURE CEILING NEW FEATURE LOWERED CEILING. 5/8" GYP. BD. COVE LIGHTING AT FRONT /BACK EDGES OF DROPPED CEILING. REFER SHEET 12 FOR COVE DETAIL REFER STRUCTURAL ENGINEERS DRAWING FOR FRAMING /ANCHORING DETAILS. P2 PAINT FINISH. WINDOW LIGHTING PUMPKIN PATCH DISPLAY WINDOW LIGHT FITTINGS MOUNTED AS CLOSE TO REAR OF DISPLAY WINDOW AS POSSIBLE TO LIGHT FRONT OF MODELS. POSTER RAILS POSTER HANGING RAILS AT DISPLAY WINDOW BULKHEAD /CEILING. SILENT GLISS SYSTEM 2192 DRAPERY TRACKS WITH MOUNTING CLIPS. INSTALL SPRING CLIP AT ONE END. CLEAR ANOD. FINISH. CONTACT PH No. 626 - 578 - -1936. MALL BULKHEAD VIF LEVEL OF EXISTING MALL CEILING /BULKHEAD DISABLED WC [E] REUSE EXISTING LIGHTING. REFER NOTE 1. r S •.h • Or EXTG BACK OF HOUSE OR EGRESS CORRIDOR EXISTING BACK OF HOUSE OR EGRESS CORRIDOR TO RETAIN EXISTING LIGHT/NC /CEILINGS. REFER NOTE 1. NEW BACK OF HOUSE AREA NO CEILING INTENDED FOR BACK OF HOUSE STORAGE AREA. COVELIGHT INTERSECTIONS ALLOW FOR ADDITIONAL FIXTURE OR INCREASE OVERLAP AT COVELIGHT CORNERS OR INTERSECTIONS, CEILING ACCESS PANEL - AS REQUIRED INSTALL 24"x24" CEILING ACCESS PANEL. REFER 3 ON SHEET 12. WINDOW LIGHTING ABOVE PORTAL PUMPKIN PATCH DISPLAY WINDOW LIGHT FITTINGS IN BULKHEAD ABOVE ENTRY PORTAL. EQUAL NUMBER OF FIXTURES AND SPACED AS LIGHTS IN PORTAL SOFFIT BELOW. NEW "T" GRID CEILING (TEGULAR EDGED TILES) ARMSTRONG PRELUDE 15/16" EXPOSED TEE SYSTEM WITH ARMSTRONG "FINE FISSURE OPEN PLAN" MINERAL FIBRE TILES ARMSTRONG PART NUMBERS IN BRACKETS _ 24 "x24" (1756) AND 48 "x24" (1757). EXISTING "T" GRID CEILING EXISTING 'T' GRID CEILING TO REMAIN. NEW ARMSTRONG MINERAL FIBRE TILES TO SIMILAR TO L14. GC TO ENSURE TILE EDGE TYPE TO SUIT EXISTING GRID SYSTEM. TYP. I I _ V. fi 8 -0" A 10' -8" TYP. 4' -7 5/8" REFLECTED CEILING PLAN GENERAL NOTES: 1. CHECK EXISTING MATERIALS /FINISHES OF EXISTING CEILINGS AND CONF7RM COMPLIANCE WITH RELEVANT LOCAL /STATE /NATIONAL CODE AND LANDLORD REQUIREMENTS. 2. REFER DRAWING SHEET 02 FOR DIMENSIONS OF LOWERED CEILINGS. 3. REFER DRAWING SHEET 12 FOR TYPICAL CEILING DETAILS. 4. REFER TO ELECTRICAL ENGINEERS LIGHTING DRAWING FOR FIXTURES, LOADS, COMPLIANCE WITH ENERGY CODES etc. 5. SUPPORT WIRES /CEILING FRAMING MUST NOT BE CONNECTED TO ANY OF THE LANDLORDS MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT. 6. ALL CEILING MATERIAL MUST HAVE CLASS A" FIRE RATINGS. 7. GC TO PROVIDE ACCESS TO ANY LANDLORD EQUIPMENT, VALVES, DAMPERS, CONTROLS, CLEANOUTS, J BOXES etc LOCATED ABOVE GYP. BOARD CEILINGS AS REQUIRED. VERIFY WITH LANDLORDS OPERATIONS MANAGER PRIOR TO START OF WORK. 8. GC TO VERIFY WITH MALL /LOCAL JURISDICTIONAL AUTHORITIES THE LOCATION OF AP ADDITIONAL REQUIRED ACCESS PANELS. 9. REFER ELECTRICAL ENGINEERS LIGHTING DRAWING FOR FIXTURES /LOADS/ COMPLIANCE WITH ENERGY CODES etc. 10. SPRINKLER HEADS IN ALL FRONT OF HOUSE CEILINGS MUST BE FULLY RECESSED AND COVERED WITH METAL PLATES FINISHED TO MATCH ADJACENT SURFACE. v.641tr LIGHTING PLAN NOTES REFER DRAWING SHEET 12 FOR TYPICAL CEILING DETAILS. GC TO CONF7RM MAXIMUM POSSIBLE CEILING HEIGHT PRIOR TO START OF CONSTRUCTION AND NOTIFY P/P CONSTRUCTION MANAGER OF ANY CONFLICTS. GC TO ALLOW TO INSTALL FLUSH ACCESS PANELS AS REQUIRED BY MECHANICAL /ELECTEICAAL /PLUMBING DRAWINGS. REFER DETAIL 6 ON SHEET 12. ALL FIXTURES SHOWN ARE PROPOSED.IF NECESSARY GC TO SUBMIT ALTERNATIVES FOR APPROVAL. -ALL FLUORESCENT LIGHTS IN STORAGE AREAS TO BE HUNG FROM SOFFIT OVER DOWN TO 10' ABOVE FINISHED FLOOR LEVEL ON CHAINS WHERE NO EXISTING CDLING PRESENT. - ENSURE ALL WALL FLUORESCENT COVE LIGHTING OVERLAPS SUFFICIENTLY TO ENSURE EVEN LIGHT WASH ON WALLS ABOVE. - ENSURE ALL CEILING FLUORESCENT COVE LIGHTING IS SETOUT AND OVERLAPS SUFFICIENTLY TO ENSURE EVEN LIGHT WASH ON WALLS & 01? CEILINGS ABOVE ALL ELECTRICAL /MECHANICAL /FIRE PROTECTION WORKS SHALL COMPLY WITH RELEVANT LOCAL /STATE /NATIONAL AUTHORITY AND .BUILDING CODES. SPRINKLER SYSTEM IS TO BE INSTALLED /ALTERED TO COMPLY WITH LOCAL /STATE /NATIONAL AUTHORITY AND BUILDING CODE REQUIREMENTS. THE MECHANICAL V N LATION SYSTEM IS TO BE ALTERED AND REBALANCED TO SUIT THE NEW BUILD -OUT AND SHALL COMPLY WITH LOCAL LOCAL /STATE /NATIONAL AUTHORITY AND BUILDING CODE REQUIREMENTS. ALL EMERGENCY 1IGFITING ID BE REVIEWED BY ELECTRICAL CONTRACTOR • BE 'E SED AS ECESSARY TO SUIT LOCAL /STATE /NATIONAL AUTHORITY AND BUILDING CODE REQUIREMENTS. THE AIRCONOITIONING THERMOSTAT IS TO BE INCLOSED IN A LOCKABLE CABINET OR BE KEYSWIT•CHED TO BE ACCESSIBLE ONLY TO SYSTEM ADMINISTRATOR. GC TO ALLOW TO INSTALL ACCESS PANELS AS REQUIRED AT EMERGENCY FIXTURES. WALL LEGEND FULL HEIGHT 5 0 PANEL FOR WALLPAPER GRAPHIC ON 56 LIGFITWEIG FRAMING SYSTEM BUILT ABOVE OPRIETARY FRAME SYSTEM RACK BELOW. RETURN PANELS TO TENANCY WALLS 5o AT EACH END. FACE FLUSH WITH RACK INFILL PAN BELOW. PtiPPR CODE COIAPLIPACE. Oty Too RECEIVED CITY OF TUKWILA FEB 1 9 2008 PERMIT CENTER RPLACTED CoILINa PLAN SHEET NUMBER 2 EigiEMEMEEMMIMMii DATE: 10/200 1 JOB NO: 0144 SCALE: 1:51641 - 1 :102sA3 CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 (/) z eL tDC J D W W Co U cL CO u Z 0) OW (!") O W P O F- w No A ISSUED FOR LANDLORD REVIEW 24 Oct 07 a ISSUED FOR LANDLORD REVIEW 25 Oct 0'I C ISSUED FOR PREVIEW 30 Nov 011 01 ISSUED FOR CONSTRUCTION 05 Dec 01 01 111111111111111111111= MI II MIMI REVISIONS REVISION EMEMMEMINIMMEINI LIGHT FIXTURE SCHEDULE No. SYMBOL TYPE DESCRIPTION MANUFACTURER/CODE VOLTS LAMPS VA MOUNTING 40 A A ROUND SEMI - RECESSED METAL HALIDE A ADJUSTABLE LL WASHER LITON # LHMB6070Aw/ LR6277 -23Ww/ (2)C260 bracket 120 (1)CMH7OMHT4.6 86 RECESSED 38 lei N, 8" DIA RECESSED TWN LAMP FLUOR. DOWNLIGHT WTH GLASS TRIM LITON # LFHN8242UE w/ LR852W -FR w/ (2)C260 bracket 120 (2) CF42DD /EB41 84 RECESSED at. g � SAME AS TYPE "B" EXCEPT WTH BATTERY BACKUP. LITON # LFHN8242UE -EM w/ LR852WFR w/ (2)C260 bracket 120 (2) CF42DD/EJ841 42 RECESSED 19 , 4" RECESSED LOWVOLTAGE DOWNLIGHT w/ELEC TRANS. LITON # LR1424Ww/ LH99 -GU10 120 (1)LLLMRI6- GU10 -CW 4 RECESSED 2 D ® 0 RECESSED LOW LEVEL AISLE STEPLIC-J-IT DABMAR # DSL- 1043SS w/ 13WPU841 120 (1) 13W PU841 13 RECESSED 12 r F 4 FT, SINGLE LAMP FLUORESCENT STRIPLIGHT SIMKAR# CH132- 1311-UNV w/ (1) WG140 120 (1) F32T8 -741 32 CHAIN HUNG 1 1 51 O I G 4 FT, SINGLE LAMP FLUORESCENT STRIPLIGHT SIMLAR # CH132- BII -UNV 120 (1) F3218.741 32 COVE 3 �, LOWVOLTAGE PENDANT LIGHT WTH INDIVIDUAL TRANSFORMER LITON # LPR1012N N w/ RSI2 80M 120 (1)I FDI6WJV 20 PENDANT A BAACK RECESSED LED EDGE -LIT EXIT SIGN w/BATT. -UP ROYAL# RXL21GA 120 WFIXTURE - RECESSED Lan 1 x X 1 COMBO EXIT AND TWN HEAD EMERGENCY LIGHT WTH BATTERY BACK-UP NORA# NIX 705 -LED/G 120 WFIXTURE - RECESSED [ ear 1x1 FLOOR PLAN KEY NOTES STOREFRONT CD REFLECTED CEILING PLAN 1/4 "= l " @ LEASELINE PART REFLECTED CEILING PLAN 1/4" = 1" 0 Al ENTRY PORTAL LEASE UNE (E) NEUTRAL PIER (N) STOREFRONT FULL HEIGHT FRAMELESS GLASS WINDOW WITH RAISED FLOOR BEHIND WINDOW TO 6" [150mm] HT. ALL GLAZING AND WINDOW FRAME DETAILS TO COMPLY WITH LOCAL /STATE /NATIONAL CODE COMPLIANCE REQUIREMENTS FOR FRAMELESS GLASS WINDOW SYSTEMS. ADA COMPLIANT FLOOR TRANSITION TENANT FINISH FLOOR TO BE FLUSH WITH MALL FINISH FLOOR. IF REQ'D, SLOPE TENANT FLOOR 1/4" PER FT MAX. AT TENANT SIDE ENTRY. INSTALL SILVER ANODISED ALUMINIUM TRANSITION STRIP AT REAR OF ENTRY PORTAL. ANTI -THEFT ALARM SYSTEM PROVIDE FOR FUTURE INSTALLATION MANUALLY OPERATED SECURITY GRILLE @ ENTRY PORTAL ROLLER SECURITY DOOR WITH TRACKS (NATURAL ANODISED) RECESSED INTO PORTALS. DOOR RECESSED INTO BULKHEAD OVER CANOPY AND BE 1.111 ED WITH SCHLAGE INTERCHANGEABLE CORE. REFER SHEETS 04 & 11. PUMPKIN PATCH IN-LAY LOGO VINYL LOGO TO BE INSTALLED FLUSH WITH ADJACENT FLOORING RAISED DISPLAY PLATFORM FLOOR FINISH VT1 ON SOLID 1" SUBSTRATE ON FRAMING TO 6" HEIGHT. ENTRY PORTAL CANOPY PORTAL BULKHEAD OVER ENTRY. SEE STRUCTURAL DRAWING 51. ENTRY PORTALS GROOVED MDF CLAD PORTAL LEGS LACQUER FINISH WITH GLASS 1NF7LL PANELS. REFER DRAWING SHEETS 04 & 1 FOR STOREFRONT & ENTRY DOOR ELEVATIONS, SECTIONS & DETAILS. OVERHEAD SIGN INTERNALLY ILLUMINATED SIGN OVER ENTRY RECESSED INTO PORTAL FACE. SIZE TO SUIT OPENING. INTERNATIONAL SIGN OF ACCESSIBILITY REFER D ON SHEET 14 CONSTRUCTION BARRICADE SEE GENERAL NOTE 17, SHEET 00 & FIRE PROTECTION NOTES ON SHEET 10. CHECK WITH MALL FOR DISTANCE OFF TENANCY LINE. ENTRY DOORS HINGED FRAMELESS GLASS DOORS WITH GLASS SIDELIGHTS. DOORS HELD OPEN BACK AGAINST PORTAL WITH KEYLOCKS. SUITE NUMBER PROVIDE SUITE NUMBERS WHICH SHALL BE PLAINLY VISIBLE FROM THE OUTSIDE OF THE SUITE. SIZE, LOCATION, MATERIAL, COLOR, ETC. SHALL COMPLY WITH MALL REQUIREMENTS. G.0 TO VERIFY SPECIFICATIONS AND LOCATION OF NUMBERS WITH MALI MANAGEMENT. TACTILE EXIT SIGN WITH THE WORDS 'EXIT ROUTE' LETTERS ON SIGN SHALL BE RAISED 1/32 -INCH MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH RELEVANT LOCAL CODE. LEI 1 LRS SHALL BE A MINIMUM OF 5/8 INCH AND A MAXIMUM OF 2 INCHES HIGH. LETTERS SHALL CONTRAST WITH THEIR BACKGROUND AND BOTH SHALL HAVE A NON -GLARE FINISH." SHOP DISPLAY WINDOW BARRIER 1/2" 2' HIGH PERSPEX BARRIER TO SHOPFRONT DISPLAY AREA TO BE INSTALLED. REFER TO SHEET 11 FOR DETAILS. BRANDING LEI ILRS PROFILE CUT LEIIERS 10" LEI 1ERS. ON SIDE OF PORTAL LEG 8 L3 II BEL Et) GRAPHIC II■ GRAI HIC III GRAPH i GRAPHIC GRAPHIC IIMINIENEF - vanv:_v xaaeae.f x , R A GRI UMPIOWI) V.I.F. L10 4' -6 3/8" UNKNOW tar. � EXIT X 1 l '�Mllll [ 1 MIERWEIR - - - ,,..,.�`•�„,„�, II _ - _ _ Y,aa� a�� ►�� a a a � a a aka -4' +�� .-�:. a � .:`i7: ;��#7+ - . .c ��7..... .....7.. �� �a�•7471.745,7471717: 7 = "• :a:a�.�.aT.Y.° - +��7a:.�a..- - - - y .+. a-•. tw..... �- �a- t�- w: r= w "a�a�aT.�."���aa..�a......+..y. •A. • LIGHTING PORTAL WlnDOW PORTAL SAL BELOW "co 3' 1/2" EQ 3' -11 1/2" EQ GRAPHIC II■ GRAPHIC II GRAPHI , 10" 2' -1O" - - --ER— LL HT. WALL GRAPHIC NN 444 r'r't 12 sim. • ar.craeeeeae cearrk. t _ -- -� - - - - - r - -_. - I 1 1 REFLECTED CEILING PLAN KEYNOTES ENTRY PORTAL CEILING PLYWOOD WITH EDGES FINISHED WITH PLY EDGE TAPE SYSTEM. 'V" GROOVED 1 4" CRS. P4 PAINT FINISH. FLOOR LIGHTS FLOOR LIGHTS MOUNTED AT LOW LEVEL IN PORTAL AT 1' AFFL. NEW CEILING 5/8" GYP. BD. ON SELECTED SCREW FIX SUSPENSION SYSTEM TO COMPLY WITH LOCAL /STATE /NATIONAL AUTHORITY REQUIREMENTS. P2 PAINT FINISH. NEW LOWERED FEATURE CEILING NEW FEATURE LOWERED CEILING. 5/8" GYP. BD. COVE LIGHTING AT FRONT /BACK EDGES OF DROPPED CEILING. REFER SHEET 12 FOR COVE DETAIL REFER STRUCTURAL ENGINEERS DRAWING FOR FRAMING /ANCHORING DETAILS. P2 PAINT FINISH. WINDOW LIGHTING PUMPKIN PATCH DISPLAY WINDOW LIGHT FITTINGS MOUNTED AS CLOSE TO REAR OF DISPLAY WINDOW AS POSSIBLE TO LIGHT FRONT OF MODELS. POSTER RAILS POSTER HANGING RAILS AT DISPLAY WINDOW BULKHEAD /CEILING. SILENT GLISS SYSTEM 2192 DRAPERY TRACKS WITH MOUNTING CLIPS. INSTALL SPRING CLIP AT ONE END. CLEAR ANOD. FINISH. CONTACT PH No. 626 - 578 - -1936. MALL BULKHEAD VIF LEVEL OF EXISTING MALL CEILING /BULKHEAD DISABLED WC [E] REUSE EXISTING LIGHTING. REFER NOTE 1. r S •.h • Or EXTG BACK OF HOUSE OR EGRESS CORRIDOR EXISTING BACK OF HOUSE OR EGRESS CORRIDOR TO RETAIN EXISTING LIGHT/NC /CEILINGS. REFER NOTE 1. NEW BACK OF HOUSE AREA NO CEILING INTENDED FOR BACK OF HOUSE STORAGE AREA. COVELIGHT INTERSECTIONS ALLOW FOR ADDITIONAL FIXTURE OR INCREASE OVERLAP AT COVELIGHT CORNERS OR INTERSECTIONS, CEILING ACCESS PANEL - AS REQUIRED INSTALL 24"x24" CEILING ACCESS PANEL. REFER 3 ON SHEET 12. WINDOW LIGHTING ABOVE PORTAL PUMPKIN PATCH DISPLAY WINDOW LIGHT FITTINGS IN BULKHEAD ABOVE ENTRY PORTAL. EQUAL NUMBER OF FIXTURES AND SPACED AS LIGHTS IN PORTAL SOFFIT BELOW. NEW "T" GRID CEILING (TEGULAR EDGED TILES) ARMSTRONG PRELUDE 15/16" EXPOSED TEE SYSTEM WITH ARMSTRONG "FINE FISSURE OPEN PLAN" MINERAL FIBRE TILES ARMSTRONG PART NUMBERS IN BRACKETS _ 24 "x24" (1756) AND 48 "x24" (1757). EXISTING "T" GRID CEILING EXISTING 'T' GRID CEILING TO REMAIN. NEW ARMSTRONG MINERAL FIBRE TILES TO SIMILAR TO L14. GC TO ENSURE TILE EDGE TYPE TO SUIT EXISTING GRID SYSTEM. TYP. I I _ V. fi 8 -0" A 10' -8" TYP. 4' -7 5/8" REFLECTED CEILING PLAN GENERAL NOTES: 1. CHECK EXISTING MATERIALS /FINISHES OF EXISTING CEILINGS AND CONF7RM COMPLIANCE WITH RELEVANT LOCAL /STATE /NATIONAL CODE AND LANDLORD REQUIREMENTS. 2. REFER DRAWING SHEET 02 FOR DIMENSIONS OF LOWERED CEILINGS. 3. REFER DRAWING SHEET 12 FOR TYPICAL CEILING DETAILS. 4. REFER TO ELECTRICAL ENGINEERS LIGHTING DRAWING FOR FIXTURES, LOADS, COMPLIANCE WITH ENERGY CODES etc. 5. SUPPORT WIRES /CEILING FRAMING MUST NOT BE CONNECTED TO ANY OF THE LANDLORDS MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT. 6. ALL CEILING MATERIAL MUST HAVE CLASS A" FIRE RATINGS. 7. GC TO PROVIDE ACCESS TO ANY LANDLORD EQUIPMENT, VALVES, DAMPERS, CONTROLS, CLEANOUTS, J BOXES etc LOCATED ABOVE GYP. BOARD CEILINGS AS REQUIRED. VERIFY WITH LANDLORDS OPERATIONS MANAGER PRIOR TO START OF WORK. 8. GC TO VERIFY WITH MALL /LOCAL JURISDICTIONAL AUTHORITIES THE LOCATION OF AP ADDITIONAL REQUIRED ACCESS PANELS. 9. REFER ELECTRICAL ENGINEERS LIGHTING DRAWING FOR FIXTURES /LOADS/ COMPLIANCE WITH ENERGY CODES etc. 10. SPRINKLER HEADS IN ALL FRONT OF HOUSE CEILINGS MUST BE FULLY RECESSED AND COVERED WITH METAL PLATES FINISHED TO MATCH ADJACENT SURFACE. v.641tr LIGHTING PLAN NOTES REFER DRAWING SHEET 12 FOR TYPICAL CEILING DETAILS. GC TO CONF7RM MAXIMUM POSSIBLE CEILING HEIGHT PRIOR TO START OF CONSTRUCTION AND NOTIFY P/P CONSTRUCTION MANAGER OF ANY CONFLICTS. GC TO ALLOW TO INSTALL FLUSH ACCESS PANELS AS REQUIRED BY MECHANICAL /ELECTEICAAL /PLUMBING DRAWINGS. REFER DETAIL 6 ON SHEET 12. ALL FIXTURES SHOWN ARE PROPOSED.IF NECESSARY GC TO SUBMIT ALTERNATIVES FOR APPROVAL. -ALL FLUORESCENT LIGHTS IN STORAGE AREAS TO BE HUNG FROM SOFFIT OVER DOWN TO 10' ABOVE FINISHED FLOOR LEVEL ON CHAINS WHERE NO EXISTING CDLING PRESENT. - ENSURE ALL WALL FLUORESCENT COVE LIGHTING OVERLAPS SUFFICIENTLY TO ENSURE EVEN LIGHT WASH ON WALLS ABOVE. - ENSURE ALL CEILING FLUORESCENT COVE LIGHTING IS SETOUT AND OVERLAPS SUFFICIENTLY TO ENSURE EVEN LIGHT WASH ON WALLS & 01? CEILINGS ABOVE ALL ELECTRICAL /MECHANICAL /FIRE PROTECTION WORKS SHALL COMPLY WITH RELEVANT LOCAL /STATE /NATIONAL AUTHORITY AND .BUILDING CODES. SPRINKLER SYSTEM IS TO BE INSTALLED /ALTERED TO COMPLY WITH LOCAL /STATE /NATIONAL AUTHORITY AND BUILDING CODE REQUIREMENTS. THE MECHANICAL V N LATION SYSTEM IS TO BE ALTERED AND REBALANCED TO SUIT THE NEW BUILD -OUT AND SHALL COMPLY WITH LOCAL LOCAL /STATE /NATIONAL AUTHORITY AND BUILDING CODE REQUIREMENTS. ALL EMERGENCY 1IGFITING ID BE REVIEWED BY ELECTRICAL CONTRACTOR • BE 'E SED AS ECESSARY TO SUIT LOCAL /STATE /NATIONAL AUTHORITY AND BUILDING CODE REQUIREMENTS. THE AIRCONOITIONING THERMOSTAT IS TO BE INCLOSED IN A LOCKABLE CABINET OR BE KEYSWIT•CHED TO BE ACCESSIBLE ONLY TO SYSTEM ADMINISTRATOR. GC TO ALLOW TO INSTALL ACCESS PANELS AS REQUIRED AT EMERGENCY FIXTURES. WALL LEGEND FULL HEIGHT 5 0 PANEL FOR WALLPAPER GRAPHIC ON 56 LIGFITWEIG FRAMING SYSTEM BUILT ABOVE OPRIETARY FRAME SYSTEM RACK BELOW. RETURN PANELS TO TENANCY WALLS 5o AT EACH END. FACE FLUSH WITH RACK INFILL PAN BELOW. PtiPPR CODE COIAPLIPACE. Oty Too RECEIVED CITY OF TUKWILA FEB 1 9 2008 PERMIT CENTER RPLACTED CoILINa PLAN SHEET NUMBER 2 EigiEMEMEEMMIMMii DATE: 10/200 1 JOB NO: 0144 SCALE: 1:51641 - 1 :102sA3 CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 (/) z eL tDC J D W W Co U cL CO u Z 0) OW (!") O W P O F- w No A ISSUED FOR LANDLORD REVIEW 24 Oct 07 a ISSUED FOR LANDLORD REVIEW 25 Oct 0'I C ISSUED FOR PREVIEW 30 Nov 011 01 ISSUED FOR CONSTRUCTION 05 Dec 01 01 111111111111111111111= MI II MIMI REVISIONS REVISION EMEMMEMINIMMEINI 4 13' 7" A.F L TENANCY LEASELINE NOTE: GENERIC BULKHEAD SECTIONS SHOWN DUE TO LACK OF INFORMATION ON BULKHEAD SECTION. TENANCY LEASEUNE CEILING FRAMING SYSTEM TO BE DESIGNED AND CERTIFIED BY CEILING SUBCONTRACTOR. 2' -2" 6" j TENANCY LEASELINE 0 0 ■ m 0 • / , g ■I 3'-4" 3' -0" 4 T1 13 -7" A.F.F 1 SIDELIGHT GLAZING CHANNEL RECESSED�INTO PORTAL AT HEAD. FRAMELESS GLASS PIVOT DOORS WITF SIDELIGHTS. DOORS TO BE FITTED W11 FLOOR SOCKETS PLACED AT PORTAL HOLD OPEN DOORS DURING SHOP O HOURS. SELECTED HANDLES AND RE SYSTEMS TOP AND BOTTOM. FIXED GLASS H LOCKS AND CGS TO ERATING E SSED PIVOT SIDELIGHT GLAZING CHANNEL RECESSED INTO FLOOR (co 57 V- JOINTED 60 DOTTED 54 V -JOIN DOTTED V-- JDINT 1111111116 ® �I - X 4"1„. DIMENSION VARIES FROM 3 1/2" AT DEMISE WALLS TO 4" AT PORTAL DUE TO CURVED LEASEUNE 11-- TENANCY LEASELINE NOTE GENERIC BULKHEAD SECTIONS SHOWN DUE TO LACK OF INFORMATION ON BULKHEAD SECTION. TENANCY LEASELINE CE/UNG FRAMING SYSTEM TO BE DESIGNED CERTIFIED BY CEILING SUBCONTRACTOR. 3' -4" 3' -4' 11 sir �P P/P ENTRY PORTAL SECTION 1/2" = 1' @ Al GRAPHIC REQUIREMENT BE CONFIRMED BY PUI FLUSH WITH GLASS AO IC 04 REAR ELEVATION ENTRY PORTAL 1/2 "= 1' @A1 $ - TENANCY o SF.LIN•E L±J SIM. 11' -8 7/8" EIFAFAINFAVAVAIVAVArAnflefrarArAMPICIVAITIC ii i ii + i.L iriiii I R LANDLORD FINISHES NEUTRAL PI SHOWN HAT NEUTRAL PIER 3"= 1 @AI AT TENANCY DEMISE WALL (NZ3108] HINGED ACCESS PANEL 3 FOR THESE IPKIN P IA ELS TO PANELS NZ (3045] 10 1/2" 1 1 Lu - 4 Ob.-w09 TENANCY LINE --a l / 4' . ; Li— Il L -(— NATURAL ANODISED GLAZING CLIPS TO CODE REQUIREMENTS. 1" PAINTED ALUMINUM REVEAL TYP. BY LANDLORD 57 ) AT FLOOR 55 FLOOR BREAKMETAL TENANCY LINE PAINTED r GYPSUM BOARD WITH 12" HIGH STONE BASE OVER METAL FRAMING BY LANDLORD cm e `' 5 0 - 1, ‘\.61 0--- \ RECEIVED CITY OF TUKWILA FEB 1 2008 PERMIT CENTER MATERIALS LEGEND USA 01/2" SMOOTH FINISH WALL PANELING BUTT JOINTED. MDF OR SIMILAR. 0 5/8" TYPE X GYP.BD. LEVEL 5 FINISH. 6- MOCK TONGUE & GROOVED V EDGED & V- GROOVED PANELING. (4" GROOVE SPACINGS). MDF OR SIMILAR. 01" " BUTT JOINTED SUBSTRATE TO DISPLAY WINDOW FLOOR. MDF OR SIMILAR. TOP SURFACE FINISHED WITH VT 1 VINYL PLANK FLOORING. SUBSTRATE FIXED DOWN ONTO FRAMING 24" O.C. 01 1/4" MDF V- GROOVED WITH XPOSED EDGES FINISHED WITH PLY EDGE TAPE SYSTEM. PAINT FINISH P4 PAINT SYSTEM. PROVIDE CONCEALED ATTACHMENT TO PORTAL FRAME. (4" GROOVE SPACINGS). 55 5 7/8" x 1/4" BASE OR 3 7/8" x 1/4" JAMB BREAKMETALS - ANODISED ALUMINUM ADHERED TO FACE OF FRAMING WITH 3M VHB TAPE (OR SIMILAR). ALL EDGES ROUNDED. REFER DETAIL 3 ON SHEET 11. 0 METAL STUD FRAMING SYSTEM. 57 1/2" MIN TEMPERED GLASS DISPLAY WINDOW GASKETED INTO POWDER COATED ALUMINUM GLAZING CHANNEL FRAME SYSTEM. NO SILICONE ALLOWED. 58 ROLLER SHUTTER DOOR SYSTEM INSTALL PER MANUFACTURERS DETAILS. COVER HINGED FOR ACCESS TO DOOR MECHANISM. ALUMINUM CHANNEL TRACKS FULL HEIGHT FLUSH WITH WALL FINISHES. 5s TEMPERED 1/4" GLASS PANEL WITH 3M ADHESIVE FILM (FROSTED CRYSTAL" 75346646677) ON BACK. ATTACH TO P4 PAINTED PLYWOOD PORTAL BACKING WITH COUNTERSUNK GLASS SCREW FITTING /GASKET SYSTEM AND S/S FLUSH SCREW CAPS SIM. TO GLASS CASHWRAP FITTING /GASKET SYSTEM. (THREAD: M6 X 2" LONG -HEAD: COUNTERSUNK j " DIA - MATERIAL: 304 STAINLESS STEEL). 1/4" REVEAL DETAIL AT JUNCTION WITH PLY AND ADJACENT GLASS REFER DETAILS 1 -3 ON SHEET 11. 0 SEE STRUCTURAL ENGINEERS /SHOP DRAWINGS FOR PORTAL FRAME DETAILS. @ SUSPENDED GYP BD CEILING FRAMING SYSTEM SIZED TO SUIT SPANS AND BRACING. REFER CEILING CONTRACTOR FOR CERTIFICATION. @ INTERNALLY ILLUMINATED ACRYLIC FACED SIGN WITH SEALED LIGHTBOX MOUNTED TO BULKHEAD. FLUORESCENT FITTINGS ACCESSED BY HINGED FRONT PANEL. SUPPLIED BY P /P. CD 5/8 SMOOTH FINISH HINGED ROLLER DOOR ACCESS PANELS MDF OR SIMILAR. PAINT FINISH TO MATCH PORTAL PLYWOOD P4, PANELS TO HAVE GRAPHICS APPLIED TO FACE. INSTALL EPCO #E505 -14 LATCH. 0 3/4" CUBICLE PARTITION SYSTEM. SUPPLIED BY P/P INSTALL BY GC. 65 Y2" CEMENTITIOUS BOARD BACKING TO TILES FIXED TO FRAMING TO MANF. DETAILS, 0 FREESTANDING WALL RACK /DISPLAY SYSTEM ON LEVELING FEET. SLOTTED FRONT CHANNELS FOR DISPLAY SHELVING /PRONGS. UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATIONS THRU REAR RAILS. SUPPLIED BY P /P. 0 MANUFACTURED SHELVES ADJUSTABLE HEIGHT ON BRACKETS AND SLOTS. 2 LAYERS 3/4" PLYWOOD PAINT FINISHED WITH SELECTED SPRAY LACQUER PAINT SYSTEM. SUPPLIED BY P /P. 73 OVERLAPPING FLUORESCENT LIGHT FIXTURES UPLIGHTING WALL ABOVE WALL DISPLAY UNITS. LIGHTS MOUNT ONTO CONTINUOUS 6" METAL STUD CHANNEL ATTACHED TO TOP OF RACK FRAMING. 0 FREESTANDING WALL RACK /DISPLAY SYSTEM ON LEVELING FEL!. REAR SLOTTED METAL POSTS FOR DISPLAY BRACKET (POWDER COAT FINISH). UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATIONS TOP AND BOTTOM ON RETURN LEGS. P/P SUPPLY. 0 FREESTANDING WALL RACK /DISPLAY SYSTEM TOP SECTION TELESCOPING INSIDE LOWER LEG. REAR SLOTTED METAL POSTS FOR DISPLAY BRACKETS (POWDER COAT FINISH). UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATION AT TOP ON RETURN LEGS. 7/16" GAP BETWEEN TOP OF POST AND CEILING. SUPPLIED BY P /P. 01 5/8" X 3/4" WOOD FURRING (PLY EDGE TAPED)ATTACHED EACH SIDE OF METAL POST LEGS WITH S/S SQUARE DRIVE SCREWS, PAINT RNISHED WITH P4 PAINT SYSTEM. SUPPLIED BY P /P. 0 6" METAL STUD CHANNEL CONTINUOUS BRACING SCREWED DOWN ONTO TOP OF BACK TO BACK UNITS IN TROUGH. 78 FULL HEIGHT 50 PANEL FOR WALLPAPER GRAPHIC ON 56 LIGHTWEIGHT FRAMING SYSTEM BUILT ABOVE FRAME SYSTEM RACK BELOW. RETURN PANELS TO DEMISING WALLS 50 AT EACH END, AS OCCURS. 01/2" ACRYLIC / PERSPEX SHEET BARRIER SCREW FIXED TO RAISED FRAMING THRU SKIRTING WITH S/S TEK SCREWS WITH RUBBER ISOLATING WASHERS BOTH SIDES OF PERSPEX. 80 PROFILE CUT LETTERS (WHITE 1" MDF) ADHERED TO FACE OF PORTAL /COLUMN /BULKHEAD INSIDE WINDOW (AS SHOWN) WITH SELECTED DOUBLE SIDED VHB TAPE OR SIMILAR. 81 PROFILE CUT LOGO (WHITE 1" MDF) ADHERED TO FACE OF WALL (AS SHOWN) WITH SELECTED DOUBLE SIDED VHB TAPE OR SIMILAR. ALUMINUM FINISH NOTE: ALL ALUMINUM TRIMS CHANNELS TRACKS etc. TO BE NATURAL SILVER ANODIZED SATIN FINISH. FIRE RATING NOTE: CONTRACTOR TO ENSURE ALL FRAMING /MATERIALS THAT ARE REQUIRED TO BE FIRE RATED ARE TREATED TO TESTED FIRE RATING FINISHES PER LOCAL /STATE /NATIONAL CODE REQUIREMENTS. NOTES 1 ALL SHOP GRAPHICS /SIGNAGE ARE PUMPKIN PATCH CLIENT SUPPLY ITEMS. 2 ENSURE FLUORESCENT TUBES ARE NOT VISIBLE FROM ANYWHERE INSIDE OR OUTSIDE TENANCY. REFER DETAILS ON SHEET 12. 3 REFER SHEET 1.3 FOR TYPICAL PARTITION DETAILS. STOREFRONT GENERAL NOTES 1. PRIOR TO WORK START TENANT'S CONTRACTOR MUST FIELD VERIFY THE EXACT LOCATION OF THE STOREFRONT LEASE LINE AT THE SPACE WITH LANDLORD'S ON -SITE REPRESENTATIVE. 2. ALL STOREFRONT BREAKMETAL MUST BE PROPERLY BACKED WITH A RIGID MATERIAL AND FORMED SO AS TO NOT HAVE ANY OIL CANNING" OR "WAVERING ". ALL SUCH MATERIALS MUST NOT HAVE ANY VISIBLE SEAMS (VERTICAL OR HORIZONTAL) OR VISIBLE MEANS OF ATTACHMENT. 3. DRYWALL, STUCCO OR ZOLATONE OR SIMILAR MATERIALS ,41E NOT ALLOWED ON STOREFRONT WITHOUT LANDLORD'S EXPRESS WRITTEN APPROVAL. METAL REVEALS ARE NOT PERMITTED ON STOREFRONT OR ADJACENT LANDLORD'S NEUTRAL PIER OR BULKHEAD. 4. TENANTS MUST SHEET ROCK BACKSIDE OF THE BULKHEAD ALONG THE ENTIRE STOREFRONT (CITY REQUIREMENTS) 5. TENANT STOREFRONT MUST BE SELF SUPPORTED. STOREFRONT CAN NOT BE SUPPORTED FROM MALL SOFFIT. 6. GLAZING TO BE A MINIMUM 1/2" THICK TEMPERED. THICKNESS TO BE CALCULATED BY GLAZING SUPPLIER AND HAVE THE THICKNESS SIZED BY WEIGHT. 7. SILICONE SHALL NOT BE USED AT SHOPFRONTS. INSTALL GLAZING CLIPS AT GLASS BUTT JOINTS AT A MAXIMUM SPACING OF 48" OC. GLASS CLIPS SHALL BRUSHED ALUMINIUM FINISH. GAPS NOT TO EXCEED 1/4 ". 8. GC SHALL REPAINT AND /OR REPAIR LANDLORD PROPERTY (NEUTRAL PIERS, BULKHEAD ETC DAMAGED DURING TENANT IMPROVEMENTS). z '11 :l\it 7 DATE: 10/2001 JOB NO: 0144 SCALE: 1 :24 I :40A1 - 1:48 1:8sA3 CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 CN p � C ▪ F— - z 5 uJ 00 t!7 = 0 = z O Li] 01 (I) D 6 w O r < � z 0_ Li REVISIONS A PRELIMINARY ISSUE 23 Oct 07 5 ISSUED FOR LANDLORD REVIEW 24 Oct 0'1 c ISSUED FOR LANDLORD REVIEW 25 Oct 0 D ISSUED FOR REVIEW 30 Nov 01 01 ISSUED FOR CONSTRUCTION 05 Dec 01 SHOPPRON1 ELEVATIONS 4 SECTIONS SHEET NUMBER STHC-USA-04 REVISION III ;' 4 13' 7" A.F L TENANCY LEASELINE NOTE: GENERIC BULKHEAD SECTIONS SHOWN DUE TO LACK OF INFORMATION ON BULKHEAD SECTION. TENANCY LEASEUNE CEILING FRAMING SYSTEM TO BE DESIGNED AND CERTIFIED BY CEILING SUBCONTRACTOR. 2' -2" 6" j TENANCY LEASELINE 0 0 ■ m 0 • / , g ■I 3'-4" 3' -0" 4 T1 13 -7" A.F.F 1 SIDELIGHT GLAZING CHANNEL RECESSED�INTO PORTAL AT HEAD. FRAMELESS GLASS PIVOT DOORS WITF SIDELIGHTS. DOORS TO BE FITTED W11 FLOOR SOCKETS PLACED AT PORTAL HOLD OPEN DOORS DURING SHOP O HOURS. SELECTED HANDLES AND RE SYSTEMS TOP AND BOTTOM. FIXED GLASS H LOCKS AND CGS TO ERATING E SSED PIVOT SIDELIGHT GLAZING CHANNEL RECESSED INTO FLOOR (co 57 V- JOINTED 60 DOTTED 54 V -JOIN DOTTED V-- JDINT 1111111116 ® �I - X 4"1„. DIMENSION VARIES FROM 3 1/2" AT DEMISE WALLS TO 4" AT PORTAL DUE TO CURVED LEASEUNE 11-- TENANCY LEASELINE NOTE GENERIC BULKHEAD SECTIONS SHOWN DUE TO LACK OF INFORMATION ON BULKHEAD SECTION. TENANCY LEASELINE CE/UNG FRAMING SYSTEM TO BE DESIGNED CERTIFIED BY CEILING SUBCONTRACTOR. 3' -4" 3' -4' 11 sir �P P/P ENTRY PORTAL SECTION 1/2" = 1' @ Al GRAPHIC REQUIREMENT BE CONFIRMED BY PUI FLUSH WITH GLASS AO IC 04 REAR ELEVATION ENTRY PORTAL 1/2 "= 1' @A1 $ - TENANCY o SF.LIN•E L±J SIM. 11' -8 7/8" EIFAFAINFAVAVAIVAVArAnflefrarArAMPICIVAITIC ii i ii + i.L iriiii I R LANDLORD FINISHES NEUTRAL PI SHOWN HAT NEUTRAL PIER 3"= 1 @AI AT TENANCY DEMISE WALL (NZ3108] HINGED ACCESS PANEL 3 FOR THESE IPKIN P IA ELS TO PANELS NZ (3045] 10 1/2" 1 1 Lu - 4 Ob.-w09 TENANCY LINE --a l / 4' . ; Li— Il L -(— NATURAL ANODISED GLAZING CLIPS TO CODE REQUIREMENTS. 1" PAINTED ALUMINUM REVEAL TYP. BY LANDLORD 57 ) AT FLOOR 55 FLOOR BREAKMETAL TENANCY LINE PAINTED r GYPSUM BOARD WITH 12" HIGH STONE BASE OVER METAL FRAMING BY LANDLORD cm e `' 5 0 - 1, ‘\.61 0--- \ RECEIVED CITY OF TUKWILA FEB 1 2008 PERMIT CENTER MATERIALS LEGEND USA 01/2" SMOOTH FINISH WALL PANELING BUTT JOINTED. MDF OR SIMILAR. 0 5/8" TYPE X GYP.BD. LEVEL 5 FINISH. 6- MOCK TONGUE & GROOVED V EDGED & V- GROOVED PANELING. (4" GROOVE SPACINGS). MDF OR SIMILAR. 01" " BUTT JOINTED SUBSTRATE TO DISPLAY WINDOW FLOOR. MDF OR SIMILAR. TOP SURFACE FINISHED WITH VT 1 VINYL PLANK FLOORING. SUBSTRATE FIXED DOWN ONTO FRAMING 24" O.C. 01 1/4" MDF V- GROOVED WITH XPOSED EDGES FINISHED WITH PLY EDGE TAPE SYSTEM. PAINT FINISH P4 PAINT SYSTEM. PROVIDE CONCEALED ATTACHMENT TO PORTAL FRAME. (4" GROOVE SPACINGS). 55 5 7/8" x 1/4" BASE OR 3 7/8" x 1/4" JAMB BREAKMETALS - ANODISED ALUMINUM ADHERED TO FACE OF FRAMING WITH 3M VHB TAPE (OR SIMILAR). ALL EDGES ROUNDED. REFER DETAIL 3 ON SHEET 11. 0 METAL STUD FRAMING SYSTEM. 57 1/2" MIN TEMPERED GLASS DISPLAY WINDOW GASKETED INTO POWDER COATED ALUMINUM GLAZING CHANNEL FRAME SYSTEM. NO SILICONE ALLOWED. 58 ROLLER SHUTTER DOOR SYSTEM INSTALL PER MANUFACTURERS DETAILS. COVER HINGED FOR ACCESS TO DOOR MECHANISM. ALUMINUM CHANNEL TRACKS FULL HEIGHT FLUSH WITH WALL FINISHES. 5s TEMPERED 1/4" GLASS PANEL WITH 3M ADHESIVE FILM (FROSTED CRYSTAL" 75346646677) ON BACK. ATTACH TO P4 PAINTED PLYWOOD PORTAL BACKING WITH COUNTERSUNK GLASS SCREW FITTING /GASKET SYSTEM AND S/S FLUSH SCREW CAPS SIM. TO GLASS CASHWRAP FITTING /GASKET SYSTEM. (THREAD: M6 X 2" LONG -HEAD: COUNTERSUNK j " DIA - MATERIAL: 304 STAINLESS STEEL). 1/4" REVEAL DETAIL AT JUNCTION WITH PLY AND ADJACENT GLASS REFER DETAILS 1 -3 ON SHEET 11. 0 SEE STRUCTURAL ENGINEERS /SHOP DRAWINGS FOR PORTAL FRAME DETAILS. @ SUSPENDED GYP BD CEILING FRAMING SYSTEM SIZED TO SUIT SPANS AND BRACING. REFER CEILING CONTRACTOR FOR CERTIFICATION. @ INTERNALLY ILLUMINATED ACRYLIC FACED SIGN WITH SEALED LIGHTBOX MOUNTED TO BULKHEAD. FLUORESCENT FITTINGS ACCESSED BY HINGED FRONT PANEL. SUPPLIED BY P /P. CD 5/8 SMOOTH FINISH HINGED ROLLER DOOR ACCESS PANELS MDF OR SIMILAR. PAINT FINISH TO MATCH PORTAL PLYWOOD P4, PANELS TO HAVE GRAPHICS APPLIED TO FACE. INSTALL EPCO #E505 -14 LATCH. 0 3/4" CUBICLE PARTITION SYSTEM. SUPPLIED BY P/P INSTALL BY GC. 65 Y2" CEMENTITIOUS BOARD BACKING TO TILES FIXED TO FRAMING TO MANF. DETAILS, 0 FREESTANDING WALL RACK /DISPLAY SYSTEM ON LEVELING FEET. SLOTTED FRONT CHANNELS FOR DISPLAY SHELVING /PRONGS. UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATIONS THRU REAR RAILS. SUPPLIED BY P /P. 0 MANUFACTURED SHELVES ADJUSTABLE HEIGHT ON BRACKETS AND SLOTS. 2 LAYERS 3/4" PLYWOOD PAINT FINISHED WITH SELECTED SPRAY LACQUER PAINT SYSTEM. SUPPLIED BY P /P. 73 OVERLAPPING FLUORESCENT LIGHT FIXTURES UPLIGHTING WALL ABOVE WALL DISPLAY UNITS. LIGHTS MOUNT ONTO CONTINUOUS 6" METAL STUD CHANNEL ATTACHED TO TOP OF RACK FRAMING. 0 FREESTANDING WALL RACK /DISPLAY SYSTEM ON LEVELING FEL!. REAR SLOTTED METAL POSTS FOR DISPLAY BRACKET (POWDER COAT FINISH). UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATIONS TOP AND BOTTOM ON RETURN LEGS. P/P SUPPLY. 0 FREESTANDING WALL RACK /DISPLAY SYSTEM TOP SECTION TELESCOPING INSIDE LOWER LEG. REAR SLOTTED METAL POSTS FOR DISPLAY BRACKETS (POWDER COAT FINISH). UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATION AT TOP ON RETURN LEGS. 7/16" GAP BETWEEN TOP OF POST AND CEILING. SUPPLIED BY P /P. 01 5/8" X 3/4" WOOD FURRING (PLY EDGE TAPED)ATTACHED EACH SIDE OF METAL POST LEGS WITH S/S SQUARE DRIVE SCREWS, PAINT RNISHED WITH P4 PAINT SYSTEM. SUPPLIED BY P /P. 0 6" METAL STUD CHANNEL CONTINUOUS BRACING SCREWED DOWN ONTO TOP OF BACK TO BACK UNITS IN TROUGH. 78 FULL HEIGHT 50 PANEL FOR WALLPAPER GRAPHIC ON 56 LIGHTWEIGHT FRAMING SYSTEM BUILT ABOVE FRAME SYSTEM RACK BELOW. RETURN PANELS TO DEMISING WALLS 50 AT EACH END, AS OCCURS. 01/2" ACRYLIC / PERSPEX SHEET BARRIER SCREW FIXED TO RAISED FRAMING THRU SKIRTING WITH S/S TEK SCREWS WITH RUBBER ISOLATING WASHERS BOTH SIDES OF PERSPEX. 80 PROFILE CUT LETTERS (WHITE 1" MDF) ADHERED TO FACE OF PORTAL /COLUMN /BULKHEAD INSIDE WINDOW (AS SHOWN) WITH SELECTED DOUBLE SIDED VHB TAPE OR SIMILAR. 81 PROFILE CUT LOGO (WHITE 1" MDF) ADHERED TO FACE OF WALL (AS SHOWN) WITH SELECTED DOUBLE SIDED VHB TAPE OR SIMILAR. ALUMINUM FINISH NOTE: ALL ALUMINUM TRIMS CHANNELS TRACKS etc. TO BE NATURAL SILVER ANODIZED SATIN FINISH. FIRE RATING NOTE: CONTRACTOR TO ENSURE ALL FRAMING /MATERIALS THAT ARE REQUIRED TO BE FIRE RATED ARE TREATED TO TESTED FIRE RATING FINISHES PER LOCAL /STATE /NATIONAL CODE REQUIREMENTS. NOTES 1 ALL SHOP GRAPHICS /SIGNAGE ARE PUMPKIN PATCH CLIENT SUPPLY ITEMS. 2 ENSURE FLUORESCENT TUBES ARE NOT VISIBLE FROM ANYWHERE INSIDE OR OUTSIDE TENANCY. REFER DETAILS ON SHEET 12. 3 REFER SHEET 1.3 FOR TYPICAL PARTITION DETAILS. STOREFRONT GENERAL NOTES 1. PRIOR TO WORK START TENANT'S CONTRACTOR MUST FIELD VERIFY THE EXACT LOCATION OF THE STOREFRONT LEASE LINE AT THE SPACE WITH LANDLORD'S ON -SITE REPRESENTATIVE. 2. ALL STOREFRONT BREAKMETAL MUST BE PROPERLY BACKED WITH A RIGID MATERIAL AND FORMED SO AS TO NOT HAVE ANY OIL CANNING" OR "WAVERING ". ALL SUCH MATERIALS MUST NOT HAVE ANY VISIBLE SEAMS (VERTICAL OR HORIZONTAL) OR VISIBLE MEANS OF ATTACHMENT. 3. DRYWALL, STUCCO OR ZOLATONE OR SIMILAR MATERIALS ,41E NOT ALLOWED ON STOREFRONT WITHOUT LANDLORD'S EXPRESS WRITTEN APPROVAL. METAL REVEALS ARE NOT PERMITTED ON STOREFRONT OR ADJACENT LANDLORD'S NEUTRAL PIER OR BULKHEAD. 4. TENANTS MUST SHEET ROCK BACKSIDE OF THE BULKHEAD ALONG THE ENTIRE STOREFRONT (CITY REQUIREMENTS) 5. TENANT STOREFRONT MUST BE SELF SUPPORTED. STOREFRONT CAN NOT BE SUPPORTED FROM MALL SOFFIT. 6. GLAZING TO BE A MINIMUM 1/2" THICK TEMPERED. THICKNESS TO BE CALCULATED BY GLAZING SUPPLIER AND HAVE THE THICKNESS SIZED BY WEIGHT. 7. SILICONE SHALL NOT BE USED AT SHOPFRONTS. INSTALL GLAZING CLIPS AT GLASS BUTT JOINTS AT A MAXIMUM SPACING OF 48" OC. GLASS CLIPS SHALL BRUSHED ALUMINIUM FINISH. GAPS NOT TO EXCEED 1/4 ". 8. GC SHALL REPAINT AND /OR REPAIR LANDLORD PROPERTY (NEUTRAL PIERS, BULKHEAD ETC DAMAGED DURING TENANT IMPROVEMENTS). z '11 :l\it 7 DATE: 10/2001 JOB NO: 0144 SCALE: 1 :24 I :40A1 - 1:48 1:8sA3 CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 CN p � C ▪ F— - z 5 uJ 00 t!7 = 0 = z O Li] 01 (I) D 6 w O r < � z 0_ Li REVISIONS A PRELIMINARY ISSUE 23 Oct 07 5 ISSUED FOR LANDLORD REVIEW 24 Oct 0'1 c ISSUED FOR LANDLORD REVIEW 25 Oct 0 D ISSUED FOR REVIEW 30 Nov 01 01 ISSUED FOR CONSTRUCTION 05 Dec 01 SHOPPRON1 ELEVATIONS 4 SECTIONS SHEET NUMBER STHC-USA-04 REVISION 7 01 1880x48016'- 2 "x1' -6 7 /87DEPARTMENT SIGN AFFIX TO WALL HIDDEN OVERLAPPING FLUORO COVE UPLIGHTING I-11 IINGS GRAPHIC ' - 111 11 1 w WALL ELEVATION 01, 1/2" = 1' WALL ELEVATION 1/2" = 1' m k 775 (USA 2'-6 1/27 / / / / \ / 1215 (USA 3' -11 13/167 / / \ SIM. 1215 (USA 3' 13/167 / / / / / 0 1■wwrw11m■Ir• / / r / 1215 (USA 3' -11 13/167 1 GRAPHIC 03 0 1200 (USA 3' -11 1/4 / / HIDDEN OVERLAPPING FLUORO COVE UPLIGHTING FITTINGS / / P3 TYP 33 WEB1 11 . II II 0 11. / / 1215 (USA 3'--11 13/167 / 1200 (USA 3' -11 1/4) / / TVP GRAPHIC • 04 GRAPHIC 1 6 05 . TYR / / 1215 (USA 3' -11 7/r) 1200 (USA 3' -11 1/4") GRAPHIC wwL M. 44 II II I 11 I I .1 1 • l• I II 11 /II\ II 11 11 II II . jj . GRAPHIC 1 7 \I 1215 (USA 3' -11 7/8" / / / 1215 (USA 3' -11 13/167 / \ . . . /\ 1 / \ I l / \ \ Il / @ o \ \./ x / / / 18 / / \ GRAPHIC )1( / / / / / / / / 1215 (USA 3'--11 7/87 / (USA 3' -11 13/167 / / 1215 1880x480 (fi' 2 "x'1' 6 7 /87DEPARTMENT SIGN AFFIX TO WALL / 7 / 1215 (USA 3' -11 13/167 J-- ii 1 1 11 I I 1 1 1 1 1 1 I 1 1 1 I I I 1 I 50 1 1 1 I I I I LJ 1215 US (3' -11 13/167 2' -5 1/2" / 1215 [USA 3' -11 13/16'7 51 / / / / 0 0 / / \ / 11 / / / / 1 / 1215 [USA 3' -11 13/167 2' -0" Jr )1( 1215 [USA 3' -11 13/167 7' -6 9/16" REAR COUNTER UNIT L 8' -11 1/16" DISABLED ACCESS COUNTER UNIT 12 (USA 3'- )0 1 1/4') 000ftD95 1200 (USA 3' -11 1/4") 11; 1 1215 [USA 3' -11 13/16'7 GRAPHIC •05 1200 (USA 3' -11 1/4") R E ED coy COMPLIANCE . �", I'aR -, 70 1215 (USA 3' -11 13/167 1215 [USA 3' -11 13/167 r � 11 F ' :— RECEIVED CITY OF TUKWILA FEB 19 2008 PERMIT CENTER HIDDEN 0b COVE UP (USA 1215 US 1T-11 13/167 2' -5 1/2" DATE: I1/20e1 JOB NO: 0144 SCALE: 1:246,41 - 1:486A3 CHECKED: • (f) d � J � F< w 00 U) C.) j00 I-- I-- i ow cn CI I— CD J w o �, w Cr) < � w rq - ) � z 0 0 REVISIONS A ISSUED FOR REVIEW 30 Nov 01 01 ISSUED FOR CONSTRUCTION VS Dec 07 4 CT I ONS SHEET NUMBER Akamf 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 IMIENMEMEMiiiiMEME REFER SHEET 04 FOR LEGEND OF MATERIALS INTERIOR WALL ELEvATIONS STHC-L4614-0 REVISION EMEEMEMMENE ti 0 / 1215 -11 13/167 / / 1215 [USA 3' -11 13/167 01� 1/2" = 1' 1 WALL ELEVATION 1/2" = r continuation �I L 1 1215 US (3' -11 13/167 2' -5 1/2" 6 WALL ELEVATION HIDDEN OVERLAPPING FLUORO COVE UPLIGHI7NG H! ZINGS / / / 15 / / 1215 [USA 3' -11 13/167 / / / / / 5 7/8" ®0 1880x480 (6'- 2'x1' -6 7 /8"IOEPARTMENT SIGN AMA' TO WALL / P3 TYP ` -L rw s `F h` ';:?:• rS L`'' �;S t$ %. v aF, `t; $k; '� M HIDDEN OVERLAPPING FLUORO COVE UPLIGHTING FIIIINGS 4 6 / / 1215 (USA 3' -11 13/167 / 1215 [USA 3' -11 13/167 / / xk / 15 / / / / / / 4 7 / / 1215 (USA 3'-- .11 13/167 CD z 7 \ / ( / / 1880x480 (6'- 2 "x1' -6 7 /8 "1DEPARTMENT SIGN AFFIX TO WALL 1 / 5 / / / 1215 JSA 3' -11 13/167 \ r 1 1 1 1 1 / L GRAPHIC 48 1200 (USA 3' -11 1/47 girls v.> / / / u 1 5 / / / 1215 [USA 3' -11 13/167 / 7/8" GRAPHIC 49 11 P3 .. 11 / 1200 (USA 3' -11 1/4") / / 1215 (USA 3' -11 13/167 II q 11 1 1 1 5 / / rn 50 1200 (USA 3' -11 1/47 465 US (1' -6 5/16 GRAPHIC. . W0131 . . TYF . f 1 1 HIDDEN OVERLAPPING FLUORO COLE UPLJGH17NG FIIIINGS d / / / / 1215 (USA 3' -11 13/167 / / / 51 X 7/8 USA (7 7/87 co 0 GRAPHIC 39 1200 (USA 3' -11 1/4') 1 J 40 ALI6 PAN ACR POS POS FUR GRAPHIC 1200 (USA 3' -11 1/47 ( 3 WALL ELEVATION 1/2" = 1' // /7 3 5 /8" z 465 U5 (1' -6 5/167 L r 1 1 1 TOP. WITH TOP OF END 'C• INFILL PANELS BETWEEN . LOCA'IED C BY ALUM. F7XING SCREW FIXED INTO POST 1G STRIPS GRAPHIC 41 .. q 1200 700 (USA 3' -11 1/47 (2' -3 9/167 // ti u 1 1 1 1 1 11 11 COO (2' -1 5 0 3/8'7 Csa J 5 7/8 t —D01 ILL) LINE IS HIGHER LEVEL CEILING BEYON \ 1880x480 (6'- 2 "x1' -6 7 /87DEPARTMENT SIGN AFFIX TO WALL I I II 11 11 I I 11 I I II JL II r T / / / / / / 1215 (USA 3' -11 13/167 ` r ' , / / MATERNITY GRAPHIC SIZE /DESIGN T.B.C./ 0 7 /8 1 USA (7 7/87 / / / / / / / / REVIEWED FOR CODE COMPLIANCE APPROVEL MAR - 5 2UOE City Of Tukwila B .ILDIN _ DIVISION 7/8' USA (7 7/87 CITY RECEIVED FEB 7 9 2008 PERMIT CENTER INTERIOR WALL ELEVATIONS CSI DATE: 1172001 JOB NO: 0144 SCALE: 1:246A1 - I:48aA3 CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 1- z: w CO c OO o w0 (J) 1 0 z 0_ 0_ REFER SHEET 04 FOR LEGEND OF MATERIALS REVISIONS 4 IS5UEC FOR REVIEW 30 Nov 01 01 ISSUED FOR CONSTRUCTION 05 !Dec 01 4 SECTIONS riONOMMEMOMMINEMIIIM SHEET NUMBER SMIC - USA - REVISION E 0 z 700 O w w w (2' -3 9/16' 4� WALL ELEVATION 01 1/2" - 1' 64 64 36 LEAF „s c' 6” L: .� DISABLED ACCESS m � to o 0 US ( 3/43 01 3'--11 1/4 WALL ELEVATION 1/2" = 1' 3150 US (10' -4") 3' -11 1/4 2' -0" US [2 3/43 7/8 USA (7 7/81 C g I COM PUA NcE APPROVE MAR a LU C+1 Of TulcoliF RECEIVED CITY OF TUKWILA FEB 1 9 2008 PERMIT CENTER 1.1 MOBEENEMMEMEMOMM DATE: 11i2ro01 JOB NO: 0744 SCALE: 1:24411 - 1 :48.43 CHECKED: 711 N. Fl ARLINGTON, PH: (817) FAX: (817) N z 0 0_ A ISSUED FOR REVIEW 30 Nov 01 ELDER RD. TX 76012 635 -5696 635 -5699 W W 00 co = W� I— 1— z kAj 0w (/) =t L.] 0 Lam. en H- tn rte) REFER SHEET 04 FOR LEGEND OF MATERIALS EMBEEMENNIMMOOMMEN 01 ISSUED FOR CONSTRUCTION 0a Dec 01 ONEEMEMMENIMMEIMISI REVISIONS INTERIOR WALL ELEv TIONS 4 SECTIONS EMEIMMEMEIMMENEEMIN SHEET NUMBER 61 REVISION FINISH NOTES 1 THE GENERAL CONTRACTOR SHALL SUBMIT SAMPLES OF EACH FINISH TO THE CONSTRUCTION MANAGER, ACCORDING TO THE SPECIFICATIONS. FOR APPROVAL FINISH SAMPLES SHALL BE APPUED TO THE SAME MATERIAL AS IT OCCURS IN THE FIELD. THE GENERAL CONTRACTOR SHALL SUBMIT, ALONG WITH FINISH SAMPLES, EVIDENCE OF HIS /HER COMPLIANCE WITH FIRE AND BUILDING CODES AND REGULATIONS WITH RESPECT TO FLAME SPREAD, SMOKE, AND SO FORTH. 2 ALL EXPOSED SURFACES SHALL BE PAINTED, (P -1) UNLESS OTHERWISE NOTED. PAINTING WILL INCLUDE PARTITIONS, MECHANICAL DUCTS, EXPOSED PIPING, MECHANICAL GRILLS, AND SO FORTH. SURFACES NOT TO BE PAINTED INCLUDE MATERIALS WITH COMPLETELY APPLIED FINISH (UNLESS OTHERWISE NOTED), FINISH HARDWARE, PLUMBING FIXTURES, LUMINAIRES (UNLESS OTHERWISE NOTED), ACOUSTICAL SURFACES (UNLESS OTHERWISE NOTED), GLASS, TILE, PLASTIC, RUBBER BASE. 3 ALL WOOD SHELVING, CABINETS (INTERIOR AND EXTERIOR), ELECTRICAL AND TELEPHONE, PRE- PRIMED METAL, SHELVING STANDARDS, AND BRACKETS SHALL BE SHOP PAINTED IN SATIN ENAMEL ACCORDING TO SPECIFICATIONS, TO MATCH ADJACENT PARTITION FINISH, UNLESS OTHERWISE NOTED. 4 NOT USED. 5 THE GENERAL CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS FOR MATERIAL AND FINISH RELATIONSHIPS SO THAT THEY ARE HARMONIOUS TO THIS PLAN. SHOULD CONFLICTS ARISE, CONSTRUCTION MANAGER SHALL BE CONTACTED FOR CLARIFICATIONS. 6 WHERE THE FLOOR FINISHES CHANGE AT A DOOR OPENING, THE CENTERLINE OF TRANSITION SHALL FALL AT THE CENTERLINE OF THE DOOR. THIS SHALL BE TYPICAL UNLESS OTHERWISE NOTED. 7 PAINTING : NO PAINT OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH JEOPARDISE THE QUALITY OR APPEARANCE OF SUCH WORK. ALL WORKMANSHIP WHICH IS JUDGED LESS THAN FIRST QUALITY BY THE CONSTRUCTION MANAGER WILL BE REJECTED. 8 ALL SURFACES SHALL BE IN PROPER CONDITION TO RECEIVE THE SPECIFIED FINISH. PAINT GRADE WOODWORK SHALL BE HAND SAND PAPERED AND DUSTED CLEAN. ALL KNOT HOLES, PITCH POCKETS OR SAPPY PORTIONS SHALL BE SCRAPPED AND SHELLACKED, OR SEALED WITH KNOT SEALER. NAIL HOLES, CRACKS OR DEFECTS SHALL BE CAREFULLY PUTTIED AFTER FIRST COAT, WITH PUTTY MATCHING COLOR OF STAIN OR PAINT FINISH. REMOVE ANY OIL OR GREASE WITH MINERAL SPIRITS. 9 INTERIOR GYPSUM WALLBOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TO APPLICATION OF THE FIRST COAT, IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN THE SANDING PROCESS. 10 THE CONTRACTOR SHALL, UPON COMPLETION, REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED, OR SPLATTERED ON EXPOSED ADJACENT SURFACES. 11 THE CONTRACTOR SHALL EXAMINE ALL FINISH SURFACES AFTER COMPLETION OF WORK (INCLUDING TELEPHONE INSTALLATION, CARPET, FURNITURE INSTALLATION AND MOVE -IN) AND PROCEED WITH "TOUCH -UP" AS REQUIRED. 12 ALL VERTICAL SURFACES TO BE PAINTED UNLESS OTHERWISE NOTED. CONTRACTOR SHALL PROVIDE CONSTRUCTION MANAGER WITH A MINIMUM OF (2) 8x10 BRUSH -OUTS OF EACH COLOR AND FINISH FOR CONSTRUCTION MANAGER'S APPROVAL AT LEAST TWO WEEKS PRIOR TO SITE APPLICATION. WALL TEST WILL BE REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL. CONSTRUCTION MANAGER RESERVES THE RIGHT TO ADJUST ANY COLOR ONCE THE WALL TEST HAS BEEN MADE. 13 UNLESS OTHERWISE NOTED, UNDERSIDE OF SOFFIT CONDITIONS (WHERE OCCURS) TO RECEIVE A FINISH TO MATCH ADJACENT VERTICAL FINISH. 14 ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL BE INSTALLED AFTER PAINTING AND /OR APPLICATION OF WALLCOVERING. 15 CONTRACTOR SHALL BE RESPONSIBLE FOR ALLOWING FOR DELIVERY LEAD TIMES FOR ALL CUSTOM FINISHES WITHIN THE CONSTRUCTION SCHEDULE. ALL DELIVERY TIMES MUST BE CONFIRMED, AND ANY EXCESSIVE LENGTH MUST BE COMMUNICATED TO THE PUMPKIN PATCH REPRESENTATIVE IMMEDIATELY TO ALLOW FOR RE- SPECIFICIATION IF NEEDED. 16 CONTRACTOR SHALL LEVEL EXISTING FLOOR AS REQUIRED TO INSTALL NEW FLOORING MATERIALS THUS PREVENTING NOTICEABLE LUMPS, OR DEPRESSIONS WHICH MAY CAUSE UNUSUAL WEAR TO NEW MATERIALS. REFLECTED CEILING PLAN NOTES 1 THE GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL TRADES INVOLVED TO INSURE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS, ETC. NECESSARY TO MAINTAIN THE SPECIFIED FINISH CEILING HEIGHT ABOVE THE FINISH FLOOR SLAB AS NOTED ON THE DRAWINGS. CLARIFY ALL CONFLICTS WITH THE CONSTRUCTION MANAGER. 2 THE GENERAL CONTRACTOR SHALL SUBMIT ALL NECESSARY DRAWINGS, CATALOG BROCHURES, ETC. FOR THE CONSTRUCTION MANAGER'S APPROVAL. SUBSTITUTIONS TO BUILDING STANDARDS SHALL NOT BE MADE UNLESS CONSTRUCTION MANAGER'S APPROVAL IS RECEIVED AND SHOP DRAWINGS ARE SUBMITTED FOR APPROVAL. 3 REFER TO PARTITION PLAN FOR PARTITION TYPES. 4 REFER TO SHEET 13 FOR TYPICAL CEILING /BRACING AND CEILING CONTRACTOR FOR CERTIFICATION. 5 REFLECTED CEILING PLAN SHALL BE USED TO DETERMINE THE LOCATION, QUANTITY, EXTENT AND TYPE OF LUMINAIRES. ANY CONFLICTS BETWEEN DRAWINGS AND EXISTING CONDITIONS SHALL BE SUBMITTED IN WRITING TO THE CONSTRUCTION MANAGER. 6 ALL SWITCHES AND THERMOSTATS SHALL BE 48" ABOVE FINISH FLOOR, UNLESS OTHERWISE NOTED ON PLAN. ALL HEIGHTS ARE GIVEN FROM TOP OF FINISH FLOOR TO THE CENTERLINE OF COVERPLATE, MOUNTED VERTICALLY LENGTHWISE. 7 SWITCHES SHALL BE AS SPECIFIED. COLOR SHALL BE 'WHITE" U.N.O. ALL GANG - SWITCH COVERPLATES SHALL BE ONE -PIECE TYPE. ALL MULTIPLE SWITCH LOCATIONS SHALL HAVE SINGLE COVER PLATE. 8 SPRINKLER HEADS SHALL BE CENTERED IN CEILING TILE, AND IN ALIGNMENT WITH LUMINAIRES. 9 THE GENERAL CONTRACTOR SHALL VERIFY EXISTING FIELD CONDITIONS AND LOCATION OF ALL PLUMBING, MECHANICAL DUCTS, AND ANY AND ALL OTHER PRESENT APPLICABLE APPURTENANCES; THE GENERAL CONTRACTOR SHALL INSTALL ALL APPLICABLE NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, ETC. SO AS NOT TO CONFLICT WITH LUMINAIRES AND ALL EXISTING FIELD CONDITIONS. ANY OF THE ABOVE MAY BE CHANGED EXCEPT LUMINAIRES AND OTHER FIXTURE LOCATION AS SHOWN ON REFLECTED CEILING PLAN. 10 PROVIDE SMOKE DETECTORS AS REQUIRED TO MEET ALL CODE AND AGENCY REQUIREMENTS. 11 INSTALL AND FINISH GYPSUM BOARD CEILINGS IN ACCORDANCE WITH ASTM C840 OR GA 216. SUPPORT AND BRACE PER MANUFACTURERS PRINTED INSTRUCTIONS AND LOCAL CODE REQUIREMENTS. 12 CONSTRUCTION MANAGER SHOULD BE NOTIFIED PRIOR TO INSTALLATION ABOUT SIZE REQUIREMENTS AND LOCATION OF THE ACCESS PANELS. 13 VERIFY THAT LIGHTING CAN BE INSTALLED AS INDICATED ON PLAN, AND THAT NO LIGHTING CONFLICTS EXIST PRIOR TO THE INSTALLATION OF ANY FIXTURES. SHOULD A CONFLICT OCCUR, NOTIFY CONSTRUCTION MANAGER IMMEDIATELY FOR RESOLUTION PRIOR TO THE START OF ANY LIGHTING INSTALLATION. FAILURE TO DO SO MAY RESULT IN REINSTALLATION OF ALL LIGHTING TO ACCOMMODATE CONFLICTS. 14 NEW FINISH CEILINGS SHALL BE LEVEL WITHIN TOLERANCE OF 1/8" IN 12' -0 ". ALIGN NEW AND EXISTING CEILINGS WHERE OCCURS. 15 INSTALL LIGHT FIXTURES WITH PROTECTIVE MYLAR OR SIMILAR COVER OVER LOUVER LENS, BAFFLE, AND THE LIKE TO AVOID FIXTURE SOILING OR DAMAGE OR BOTH; REMOVE COVERS AT PROJECT CONCLUSION, USING CLEAN, WHITE GLOVES; FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW; LAMPS SHALL BE NEW AT PROJECT COMPLETION. 16 VERIFY IN FIELD WITH CONSTRUCTION MANAGER, LOCATION OF EXIT, STROBE LIGHTS AND SPEAKERS. MECHANICAL VENTILATION NOTES 1. PUMPKIN PATCH HAS ENTERED INTO A NATIONAL ACCOUNT WITH E.B. WARD AND COMPANY TO PROVIDE THE HEATING AND AIR CONDITIONING EQUIPMENT, MANUFACTURED BY CARRIER, REQUIRED FOR THIS PROJECT. 2. THE MECHANICAL CONTRACTOR IS REQUIRED TO PURCHASE THE EQUIPMENT DIRECTLY FROM E.B. WARD AND PROVIDE ALL WARRANTIES ACCORDINGLY. 3. THE EQUIPMENT HAS BEEN PRE - ORDERED AND WILL BE AVAILABLE WHEN REQUIRED. IT IS THE MECHANICAL CONTRACTOR'S RESPONSIBILITY, DURING THE WEEK PRIOR TO THE START OF CONSTRUCTION, TO CONFIRM THE DELIVERY DATE OF THE EQUIPMENT, ALLOW A MINIMUM OF TWO WEEKS AFTER CONSTRUCTION STARTS FOR DELIVERY OF THE EQUIPMENT UNLESS SPECIAL ARRANGEMENTS ARE MADE PRIOR TO THE START OF CONSTRUCTION. 4. SUBSTITUTIONS WILL NOT BE PERMITTED. ANY HEATING AND AIR CONDITIONING EQUIPMENT PURCHASED FROM AN ALTERNATE MANUFACTURER OR DISTRIBUTOR AND INSTALLED WITHOUT THE WRITTEN APPROVAL OF PUMPKIN PATCH WILL BE REMOVED AND THE CORRECT EQUIPMENT WILL BE INSTALLED AT THE CONTRACTOR'S EXPENSE. 5. CONTACT E.B. WARD (DAN BOLLMAN) AT 650 - 873 -1660 EXT. 218 FOR QUOTES AND DELIVERY INFORMATION. 7 DOOR AND HARDWARE NOTES 1. DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. 2. DOOR HANDLES SHALL BE LEVER TYPE TO MEET ALL CODE AND AGENCY REQUIREMENTS. 3. INSTALL DOOR HARDWARE IN ACCORDANCE WITH INDUSTRY STANDARDS AND DHI RECOMMENDATIONS. 4. INSTALL DOORS COMPLETE WITH ALL HARDWARE, FITTINGS AND ACCESSORIES AS REQUIRED FOR THE OPERATION OF THE SPECIFIC OPENING. 5. COORDINATE ALL LOCKING, LATCHING AND KEYING REQUIREMENTS FOR THE PROJECT WITH THE OWNER, PRIOR TO ORDERING AND INSTALLING THE HARDWARE. 6. UNDERCUT THE DOORS SO THAT THE BOTTOM OF THE DOOR IS 1/8" MINIMUM AND 1/4" MAXIMUM ABOVE THE FINISH FLOOR MATERIAL. 7. NOTED DOOR HEIGHTS ARE TO THE TOP OF THE DOOR. 8. VERIFY DOOR HEIGHTS WITH HEAD CONDITIONS. 9. TOILET ROOM SYMBOL SIGNS: 1/4 IN. THICK ACRYLIC WITH BEVELED EDGES. MOUNT ON DOOR AT +60 IN. A.F.F. TO CENTER: a. MEN'S ROOM: 14 IN. EQUILATERAL TRIANGLE, POINT UP, WITH FIGURE IN PANTS. b. WOMEN'S ROOMS: 12 IN. ROUND, WITH FIGURE IN SKIRT. 10. ADA TOILET ROOM SIGNS: RECTANGULAR SIGNS WITH LL II ERING, SYMBOLS, AND BRAILLE TO COMPLY WITH ADA REQUIREMENTS. 11. COORDINATE ALL DOOR HARDWARE WITH ACOUSTICAL GASKETING. DO NOT CUT OR OTHERWISE INTERRUPT ANY ACOUSTICAL GASKETING. DO NOT PAINT ACOUSTICAL GASKETING AT DOORS. MILLWORK NOTES 1 ALL MILLWORK TO BE FABRICATED PER A.W.I. PREMIUM STANDARDS (U.N.0.) 2 ALL WOOD BACKING AND BLOCKING TO BE FIRE TREATED. 3 ALL CABINET DOORS TO HAVE CONCEALED EUROPEAN -STYLE SELF CLOSING HINGES (U.N.0.) 4 ALL DRAWERS TO HAVE MEDIUM -DUTY GRANT SLIDES OR EQUAL. 5 SCRIBE ALL MILLWORK WHERE APPLICABLE. 6 MILLWORK FURNITURE CONTRACTOR SHALL SUBMIT REPRODUCIBLE SHOP DRAWINGS AND RELATED PRODUCT DATA, WOOD VENEER AND FLITCH SPECIFICATIONS, AND SAMPLES TO CONSTRUCTION MANAGER FOR REVIEW. 7 ALL MILLWORK DESIGNATED AS "PAINT GRADE" SHALL BE PAINTED THROUGHOUT, INCLUDING INTERIORS & SHELVES, UNLESS OTHERWISE NOTED. PAINT ALL SUCH WORK ACCORDING TO SPECIFIED FINISHES. 8 MILLWORK INTERIORS TO BE BLACK MELAMINE, UNLESS OTHERWISE NOTED. FIRE PROTECTION SPECIFICATIONS 1. PROVIDE MATERIAL AND LABOR NECESSARY TO MODIFY EXISTING SPRINKLER SYSTEM TO ACCOMODATE NEW CONSTRUCTION AS INDICATED ON DRAWINGS. VERIFY HAZARD RATING OF EACH AREA AND HYDRAULICALLY DESIGN TO MEET THE FOLLOWING CRITERIA: LIGHT HAZARD 0.10 GPM OVER MOST REMOTE 1500 SQ.FT. ORDINARY HAZARD CROUP 1 0.16 GPM OVER MOST REMOTE 1500 SQ.FT. ORDINARY HAZARD GROUP 2 0.19 GPM OVER MOST REMOTE 1500 SQ.FT. 2. ALL WORK MUST CONFORM TO STATE AND LOCAL FIRE MARSHALL CODES AND REQUIREMENTS; IN ADDITION TO LANDLORD'S INSURANCE UNDERWRITER. 3. ALL WORK SHALL BE DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 13(1991) AND ARTICLE 17 (OBBC 4101:2017) FIRE PROTECTION SYSTEMS. 4. ALL EQUIPMENT SHALL BE UL APPROVED AND 50 LABELLED. 5. PROVIDE SUBMITTALS (MANUFACTURERS LITERATURE) FOR ALL MATERIALS AND PROJECTS INCORPORATED. 6. BEFORE FABRICATION OF SYSTEM, COMPLETE SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE FIRE MARSHALL'S OFFICE FOR APPROVAL. SHOP DRAWINGS AND CALCULATIONS BEARING FIRE MARSHALL STAMP OF APPROVAL SHALL BE ON JOBSITE AT ALL TIME SUBMIT TO THE LANDLORD FOR FINAL APPROVAL. 7. PIPE SHALL BE SCHEDULE 40 BLACK STEEL IN ACCORDANCE WITH ASTM A53 DESIGNED FOR 175 P5! WORKING PRESSURE. FITTINGS SHALL BE 125 AND /OR 250 POUND SERVICE CAST IRON SPRINKLER FITTINGS, SCREWED OR FLANGED AS REQUIRED SUBJECT TO APPROVAL BY LOCAL AUTHORITIES. 8. PROVIDE INSPECTORS TEST(S) AND /OR SYSTEM DRAINS AS REQUIRED. 9. HYDROSTATIC TEST: PURGE SYSTEM OF AIR. CHARGE SYSTEM WITH WATER AT 200 PSI FOR 2 HOUR DURATION (PRESSURE GAUGED AT BOTTOM OF STANDPIPE). TEST SHALL BE CONDUCTED IN THE PRESENCE OF AUTHORISED REPRESENTATIVE OF THE LOCAL FIRE DEPARTMENT. 10. SUBMIT SPRINKLER SHOP DRAWINGS TO LANDLORDS INSURANCE UNDERWRITER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. FIRE PROTECTION NOTES 1 SPRINKLER HEADS IN ALL FRONT OF HOUSE CEILINGS MUST BE FULLY RECESSED AND COVERED WITH METAL PLATES FINISHED TO MATCH ADJACENT SURFACE. CENTER SPRINKLER HEADS IN CEILING TILES WHERE APPLICABLE. 2 "TEMPORARY BARRICADE(S) SHALL NOT BE REMOVED AND TENANT SHALL NOT OPEN FOR BUSINESS UNTIL ALL TRADES INSPECTORS, FIRE INSPECTOR AND 17-15 BUILDING INSPECTOR APPROVES FINAL INSPECTIONS AND THE MALL MANAGEMENT GIVES APPROVAL TO OPEN FOR BUSINESS" 3 TEMPORARY BARRICADES SHALL BE CONSTRUCTED OF METAL STUD AND DRYWALL TAPED AND FINISHED, EXTEND FROM FLOOR SLAB TO ABOVE, OR BE TIED TO BULKHEAD WITH DRYWALL LID. ERECTION OR RELOCATION OF TEMPORARY BARRICADE SHALL BE APPROVED BY THE TERRITORIAL FIRE DEPARTMENT" 4 FOR TEMPORARY BARRICADE TO BE CONSTRUCTED OUTSIDE LEASE LINE, OBTAIN SEPARATE APPROVAL FROM THE TERRITORIAL FIRE DEPARTMENT. SUBMIT A SEPARATE PLAN SHOWING : STORE ADDRESS; KEY PLAN OF STORE LOCATION WITHIN THE MALL; THE PROPOSED BARRICADE DIMENSION OF BARRICADE FROM LEASELINE; EVERYTHING IN THE MALL SPACE BEYOND THE BARRICADE, INCLUDING BENCHES, TREES, DIRECTORIES,HANDRAILS, STAIRS, RAMPS, ESCALATORS,ETC,; PROPOSED DATE OF BARRICADE ERECTION AND REMOVAL; CONTACT NAME AND PHONE NUMBER. ANY MALL FIXTURES THAT NEED REMOVAL MUST SHOW MALL MANAGEMENT APPROVAL STAMP ON PLANS. 5 ALTERATIONS TO THE AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE APPROVED UNDER A SEPARATE PERMIT FROM THE FIRE PREVENTION SECTION BY THE MALL DESIGNATED FIRE SPRINKLER CONTRACTOR. PLANS, PERMIT APPLICATION AND FEES SHALL BE SUBMITTED BY THE MALL APPROVED SPRINKLER CONTRACTOR AND PERMIT APPROVAL SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF ANY WORK ON 11-15 FIRE PROTECTION SYSTEM. 6 PRIOR TO THE FINAL INSPECTION, PROVIDE ADDRESS NUMBER AND STORE NAME ON SIDE OF DOOR FACING THE REAR SERVICE /EXIT CORRIDOR IF REQUIRED ALL PLYWOOD SHALL BE FIRE RETARDANT TREATED AND AVAILABLE FOR INSPECTION UPON REQUEST. 8 FOR FINAL FIRE DEPT. INSPECTION -- GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING SEPARATE INSPECTION. 9 SPRINKLER SHOP DRAWINGS AND SUPPORTING HYDRO- CALCULATIONS MUST BE SUBMITTED TO AND APPROVED BY LANDLORD'S PROPERTY INSURANCE CARRIER. CONTACT THE CENTER'S ON -SITE REPRESENTATIVE FOR LANDLORD'S INSURANCE CARRIER, PLAN REVIEW MAILING ADDRESS AND SUBMITTAL REQUIREMENT. 10 THE SPRINKLER SYSTEM SHALL BE DESIGNED & INSTALLED TO MEET THE DESIGN DENSITY REQUIREMENTS FOR THIS PROPOSED USE." PARTITION NOTES 1 WHERE A NEW GYPSUM BOARD PARTITION MEETS AN EXISTING GYPSUM BOARD PARTITION, REMOVE THE EXISTING METAL CORNER BEAD BEFORE INSTALLING NEW PARTITION. 2 PARTITIONS TO BUILDING PERIMETER SHALL BE CENTERED ON CENTER OF WINDOW MULLION OR ALIGNED AS SHOWN UNLESS OTHERWISE NOTED. 3 CONTRACTOR SHALL MARK LOCATION OF PARTITIONS AND DOORS FOR REVIEW BY CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 4 ALL GYPSUM PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. THE CONTRACTOR SHALL PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHEREVER REQUIRED. THESE SURFACES SHALL BE ALIGNED AND SANDED SMOOTH. 5 "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN SAME PLANE. 6 ALL HEIGHTS ARE DIMENSIONED FROM TOP OF EXISTING SLAB UNLESS NOTED "AFF" (ABOVE FINISH FLOOR). 7 ALL EXPOSED GYPSUM BOARD EDGES TO HAVE METAL EDGE TRIM. 8 ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE AND IN PROPER ALIGNMENT. DIMENSIONS NOTED 'CLEAR' OR CLR' ARE MINIMUM REQUIRED DIMENSIONS AND CLEARANCE MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY ±1/8" WITHOUT WRITTEN INSTRUCTION FROM CONSTRUCTION MANAGER. 10 EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE CODES. MANUFACTURER'S RECOMMENDATIONS AND TRADE AND REFERENCE STANDARDS, INCLUDING BUT NOT LIMITED TO: UBC, SEISMIC CODES, SFBC, NEC, SFEC, NPC, NFPA, ASME, UMC, ANSI, FIRE AND SAFETY CODES, STATE TITLE AND ADMINISTRATIVE CODES AND OTHER APPROPRIATE REGULATORY AUTHORITIES, LATEST ENFORCED EDITIONS. 11 "VERIFY" MEANS TO ASCERTAIN AND CONFIRM APPLICATION WITH APPROPRIATE PARTIES AS NOTED. 12 PARTITIONS ARE DIMENSIONED FINISHED FACE -TO- FINISHED -FACE AND SHALL BE EXACT, UNLESS OTHERWISE NOTED. 13 DIMENSIONS ARE NOT ADJUSTABLE WITHOUT WRITTEN APPROVAL FROM THE CONSTRUCTION MANAGER. 14 DIMENSIONS NOTED " ±" MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, UNLESS OTHERWISE NOTED; VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE CONSTRUCTION MANAGER. 15 ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 16 MAINTAIN ALL EXISTING RATED CONSTRUCTION AS NOTED ON PLANS. PROVIDE REMEDIAL WORK AS REQUIRED TO INSURE INTEGRITY OF RATING. 1 7 PROVIDE ACOUSTIC INSULATION AT TOILET ROOMS, TYPICAL UNLESS OTHERWISE NOTED. 18 VERIFY ALL HARDWARE SPECIFICATIONS WITH OWNERS PRIOR TO INSTALLATION. 19 VERIFY METAL STUD SIZE PER MANUFACTURER'S STANDARDS FOR ALLOWABLE HEIGHT. 20 CONTRACTOR TO STAGGER VERTICAL FRAMING BETWEEN THE ROWS AT ALL DOUBLE WALL PARTITIONS. DO NOT BRACE OR CONNECT RIGID MEMBERS ACROSS SEPARATION BETWEEN STUD ROWS. 21 WHERE PIPES, CONDUITS OR LOW TENSION WIRING PENETRATES A FIRE RATED OR SOUND RATED ENCLOSURE, THE SPACE AROUND SUCH PENETRATION SHALL NOT EXCEED 1/2" AND SHALL BE PACKED SOLID ON BOTH SIDES OF THE RATED ENCLOSURE TO INSURE FULL FlRE OR SOUND RATING AS REQUIRED BY THE LOCAL BUILDING CODES. 22 WHERE DUCT, OR PART OF DUCT 1S RUNNING PARALLEL TO AND OVER RATED PARTITIONS, EXTEND PARTITION AROUND DUCT TO PROVIDE COMPLETE COMPLIANCE WITH FIRE RATING REQUIRED BY LOCAL BUILDING CODES. (BRACE AS REQUIRED, DO NOT ATTACH BRACE TO DUCTWORK) 23 WHERE DUCTWORK IS PENETRATING A RATED PARTITION AT AN ANGLE, SO THAT A FIRE DAMPER CANNOT BE INSTALLED AT CENTERLINE OF RATED PARTITION, A HOUSING SHALL BE EXTENDED FROM THE RATED PARTITION TO THE FIRE DAMPER COMPLETELY ENCLOSING THE DUCT WITH AN APPROVED MATERIAL OF A FIRE RATING EQUAL TO THAT OF THE PARTITION TO PROVIDE COMPLETE COMPLIANCE WITH FIRE RATING REQUIRED BY LOCAL BUILDING CODES. 24 ALL WOODWORK HEREIN SPECIFIED SHALL BE FIREPROOFED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL BUILDING CODES AND THE REQUIREMENTS OF THE AGENCIES HAVING JURISDICTION. DEMOLITION NOTES 1 REFER TO GENERAL NOTES, THIS SHEET. 2 THE CONTRACTOR SHALL PROVIDE A SCHEDULE FOR DEMOLITION AS REQUIRED TO COORDINATE WITH THE BASIC TENANT CONSTRUCTION AND SHALL PHASE WORK ACCORDINGLY. 6 ALL REMAINING CONSTRUCTION ADJACENT TO DEMOLITION SHALL BE BRACED IN COMPLIANCE WITH THE REQUIREMENTS OF ALL APPLICABLE SEISMIC AND BUILDING CODES, IF NECESSARY. 11 PARTITIONS AS NOTED ON PLAN TO £IE REMOVED INCLUDE OUTLETS AND SWITCHES, CASEWORK, GLASS, DOORS, AND FRAMES WITH PARTITION. 14 THE GENERAL CONTRACTOR SHALL EMPLOY ALL AVAILABLE TECHNIQUES FOR CONSTRUCTION NOISE ABATEMENT, INCLUDING BUT NOT LIMITED TO MUFFLERED AIR COMPRESSORS AND THE NEWEST NOISE SUPPRESSED PNEUMATIC AND ELECTRIC TOOLS. 3 THE CONTRACTOR SHALL COORDINATE DEMOLITION AND REMOVAL OF DEBRIS WITH TENANT. ALL DEBRIS SHALL BE REMOVED IN A TIMELY MANNER. 4 NO ATTEMPT IS MADE TO MENTION EVERY ITEM OF DEMOLITION, REMOVAL OR ALTERATION WORK REQUIRED. PERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT IN FULL COMPLIANCE WITH THE INTENDED RESULTS DESCRIBED BY THE DRAWINGS AND SPECIFICATIONS. 5 CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING CONSTRUCTION AND SHALL PROTECT ALL WORK TO REMAIN. DAMAGE SHALL BE REPAIRED WITH MATERIAL, WORKMANSHIP, AND FINISHES MATCHING EXISTING WORK WITH NEW, AT NO COST TO THE OWNER. 7 AT ALL TIMES CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF THE PERSONS AND PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THE CONDITIONS. CONSTRUCTION MANAGER'S AND ENGINEER'S REVIEW IS NOT INTENDED TO INCLUDE THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 8 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNER OF ANY CONFLICTS HEREIN - EITHER APPARENT OR OBVIOUS - PRIOR TO START OF WORK ON THAT ITEM OR BEAR THE RESPONSIBILITY OF CORRECTION OF SUCH WORK AS DIRECTED. 9 CONTRACTOR SHALL ADHERE TO ALL CODES, RULES AND REGULATIONS GOVERNING CONSTRUCTION, BUILDING ACCESS AND THE USE OF FACILITIES AS SET BY FEDERAL, STATE AND LOCAL CODES, BUILDING DEPARTMENT AGENCIES AND THE BUILDING OWNERS. 10 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD AND NOTIFY OWNER, IN WRITING', OF ANY DISCREPANCIES PRIOR TO START OF WORK. 12 THE GENERAL CONTRACTOR SHALL COORDINATE ANY ELECTRICAL WORK WHICH REQUIRES INTERRUPTION OF POWER TO ANY AREA NOT WITHIN THE SCOPE -OF -WORK FOR THIS PROJECT. 13 THE GENERAL CONTRACTOR SHALL COORDINATE ANY MECHANICAL WORK WHICH REQUIRES INTERRUPTION OF HVAC SYSTEM TO ANY AREA NOT WITHIN THE SCOPE -OF -WORK FOR THIS PROJECT. 15 ANY UNUSED UTILITY SERVICES WITHIN DEMOLITION AREAS SHALL BE DISCONNECTED, REMOVED, AND AND CAPPED. LOCATIONS OF DISCONNECTED UTILITIES SHALL BE MARKED AND SHALL BE INDICATED ON RECORD DOCUMENTS. 17 GENERAL REQUIREMENTS 1 A.LA. DOCUMENT A201 - GENERAL CONDITIONS FOR THE PERFORMANCE OF A CONTRACT, ARE HEREBY INCORPORATED INTO THESE DRAWINGS AND SHALL BE CONSIDERED AS PART OF THE REQUIREMENTS FOR THE COMPLETION OF WORK. 2 THE CONTRACTOR SHALL THOROUGHLY EXAMINE THE PREMISES AND SHALL BASE HIS 81D ON THE EXISTING CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE ACTUAL FIELD CONDITIONS. 3 THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE PAYMENT AND OBTAINING OF ALL 'BUILDING PERMITS REQUIRED FOR A COMPLETE PROJECT. 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH THE APPLICABLE UNIFORM BUILDING CODE, MANUFACTURER'S RECOMMENDATIONS, HANDICAPPED - ACCESSIBILITY CODE AND ALL APPLICABLE ORDINANCES INCLUDING STATE AND LOCAL BUILDING CODES AND REQUIREMENTS. 5 THE CONTRACTOR SHALL CONFIRM IN WRITING, APPROXIMATE ON -SITE DELIVERY DATES FOR ALL CONSTRUCTION ITEMS AS REQUIRED BY THE CONSTRUCTION DOCUMENTS, AND SHALL NOTIFY THE CONSTRUCTION MANAGER IN WRITING OF ANY DELAYS AFFECTING OCCUPANCY. 6 SUBSTITUTIONS, REVISIONS AND /OR CHANGES MUST HAVE PRIOR WRITTEN APPROVAL OF THE CONST. MGR. 7 THE CONTRACTOR SHALL COORDINATE THE LAYOUT AND LOCATION OF ALL PARTITIONS, DOORS, UGHTING, AND TELEPHONE AND ELECTRICAL OUTLETS WITH THE CONSTRUCTION MANAGER PRIOR TO PROCEEDING WITH CONSTRUCTION. 8 THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN THE LOCATION OF ANY AND ALL WORK INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, TELEPHONE AND LIGHTING (INCLUDING PIPING, DUCTWORK AND CONDUIT), AND THAT ALL CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE PROVIDED. 9 NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY, OR DEFICIENT IN ANY REQUIREMENT OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE IN CONSEQUENCE OF THE OWNER'S OR ARCHITECT'S FAILURE TO DISCOVER OR POINT OUT DEFICIENCIES OR DEFECTS DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CONFORMING TO THE INTENT OF THE CONTRACT NO PAYMENT, EITHER PARTIAL OR FINAL SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. 10 THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR REPAIRING ALL DAMAGES CAUSED BY HIM OR HIS SUB - CONTRACTORS. 11 THE CONTRACTOR SHALL REVIEW, APPROVE, STAMP AND SUBMIT, WITH REASONABLE PROMPTNESS, AND IN SUCH SEQUENCE AS TO CAUSE NO DELAY IN THE WORK, PRODUCT DATA, SHOP DRAWINGS AND SAMPLES FOR THE PROJECT. 12 BY APPROVING , STAMPING AND SUBMITTING SHOP DRAWINGS, PRODUCT DATA AND SAMPLES, THE CONTRACTOR REPRESENTS THAT HE HAS DETERMINED AND VERIFIED MATERIALS, FIELD MEASUREMENTS, AND FIELD CONSTRUCTION CRITERIA RELATED THERETO AND THAT HE HAS CHECKED AND COORDINATED THE INFORMATION WITHIN SUCH SUBMITTALS WITH THE REQUIREMENTS OF THE WORK AND CONTRACT DOCUMENTS. 13 NOT USED 14 THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ANY DEVIATION FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONSTRUCTION MANAGER'S REVIEW OF THE SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES, UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE CONSTRUCTION MANAGER IN WRITING OF SUCH DEVIATIONS AT THE TIME OF SUBMISSION AND THE CONSTRUCTION MANAGER HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. 15 THE CONTRACTOR SHALL PROVIDE COMPLETE PRODUCT DATA AND RELATED INFORMATION APPROPRIATE FOR OWNER'S MAINTENANCE AND OPERATION OF PRODUCTS FURNISHED UNDER THE CONTRACT. 16 WORK UNDER THIS CONTRACT SHALL BE WARRANTED BY THE CONTRACTOR AGAINST ALL DEFECTS FOR ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE WORK OR DESIGNATED PORTIONS THEREOF OR FOR ONE (1) YEAR AFTER ACCEPTANCE BY OWNER OF DESIGNATED EQUIPMENT. IN CASE OF ITEMS REMAINING UNCOMPLETED AFTER DATE OF SUBSTANTIAL COMPLETION, THE ONE -YEAR WARRANTY PERIOD SHALL BE FROM DATE OF WRITTEN ACCEPTANCE OF SUCH ITEMS. EACH TRADE SHALL EXAMINE THE PREMISES PRIOR TO COMMENCING HIS /HER WORK TO INSURE THAT CONDITIONS ARE APPROPRIATE FOR HIS /HER WORK TO COMMENCE. AREAS NOT APPROPRIATE SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. COMMENCING WORK IMPLIES ACCEPTANCE OF EXISTING CONDITIONS. 18 "TYPICAL" MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS. 19 SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATION WITH DRAWINGS. 20 THE CONTRACTOR SHALL ASSIST IN THE COORDINATION OF "N.I.C." ITEMS INCLUDING FURNITURE INSTALLATION, EQUIPMENT INSTALLATION, TELEPHONE WORK, ETC. 21 ALL PARTITIONING AND CEILINGS SHALL BE BRACED IN COMPLIANCE WITH THE REQUIREMENTS OF AL APPLICABLE SEISMIC AND BUILDING CODES. 22 THE CONTRACTOR SHALL PROVIDE METAL BACKING PLATES, AS REQUIRED IN WALLS BEHIND ALL WALL MOUNTED ITEMS OF CASEWORK, ACCESSORIES, ETC. 23 THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ALL FIELD DIMENSIONS INDICATED BR "VERIFY" IN THE CONTRACT DOCUMENTS AND SHALL REVIEW ANY DISCREPANCIES WITH THE CONSTRUC MANAGER BEFORE PROCEEDING. 24 ALL PARTITIONS ARE DIMENSIONED TO FACE OF WALL FRAMING, UNLESS OTHERWISE NOTED. 25 ALL CLEAR (CLR.) DIMENSIONS ARE NOT ADJUSTABLE WITHOUT CONSTRUCTION MANAGER'S APPROVAL. 26 ALL PLUMBING WORK SHALL BE 'DESIGN /BUILD" CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DOCUMENTATION AND PERMITS AS REQUIRED FOR COMPLIANCE. 27 ALL FIRE PROTECTION WORK SHALL BE DESIGN BUILD. PLANS FOR ALL NEW AND /OR REVISED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, FIRE HOSE CABINETS, SPRINKLER SYSTEMS, ETC. SHALL BE PREPARED BY REGISTERED PROFESSIONAL AND MUST BE SUBMITTED TO AND APPROVED BY APPROVED FIRE PROTECTION AUTHORITIES. 28 PROVIDE ONE FIRE EXTINGUISHER CABINET PER 3000 SQUARE FEET OR 75' MAXIMUM TRAVEL, TYPICAL. 29 PRIOR TO CONSTRUCTION, DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS, ENGINEERING DRAWINGS AND EXISTING CONDITIONS SHALL BE REPORTED TO THE CONSTRUCTION MANAGER. 30 ALL TOILET ROOMS AND ELEVATIONS SHALL BE IN COMPLIANCE WITH CURRENT HANDICAPPED CODE AS PER THESE DRAWINGS. 31 CONTRACTOR SHALL INSTALL SCHEDULED PARTITIONS PER PARTITION PLANS. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL /MILLWORK CONDITIONS. 32 THE CONTRACTOR SHALL PROVIDE A SCHEDULE FOR CONSTRUCTION AS REQUIRED TO MEET THE OWNER'S COMPLETION DATE. 33 OWNER TO PROVIDE ROOM SIGNAGE. 34 PROVIDE A ONE -INCH CLEARANCE BETWEEN DUCTS, PIPING AND CEILING HANGING WIRES. 35 SEAL ALL SOUND -RATED CONSTRUCTIONS AIRTIGHT AT INTERSECTING SURFACES AND PENETRATIONS. 36 ALL DRAWINGS, NOTES AND SPECIFICATIONS ARE CONSIDERED COMPLIMENTARY AND WHAT IS CALLED FOR BY ONE WILL BE AS BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS AND SPECIFICATIONS. 37 DO NOT SCALE' DRAWINGS; DIMENSIONS GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATION SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. 38 THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS DUE TO THE WORK FROM THE 39 THE CONTRACTOR'S PRICE IS TO BE COMPLETE IN ALL WAYS, INCLUDING TAXES, OVERTIME, SHIPPING, OTHER PROJECT RELATED COSTS. REVIEWED CODE APPROVE MAR -r�2U ' City Of Tukwila BUILDIN .DIVISION N RECEIVED CITY OF TUKWILA SITE. FEB 1 " 9 2008 AVERMjT CENTER \\ )i1 2 DATE: iv2001 JOB NO: 0144 SCALE: NTS CHECKED: " - t <�:vF.�?�v^`;3scis n;*..;;err•2 - �}yy333. 'aFi:�::•e 4 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 NOMMEMBEEMMIONEIMIN 10 CC Ld e, W ot 00 I I-- CO �z� ow (I) D LLl p W V) REVISIONS A IS5UEP FOR REVIEW 30 Nov 01 01 ISSUED FOR CONSTRUCTION 0 NOMMEMNIMIIIIIEMINNlimmil GENERAL NOTES 4 SPECIFICATIONS SHEET NUMBER STHC - L1a4 -10 REVISION EREMEMEMBEMINIMEMINNI N. // /1 // // 1/ // // 1/ 1/ // // Z // 1/ // 1/ // // // // 1/ /1 /1 /1 % 1/ // // 1/ // 04 it SILICONE CAULK JOINT BETWEEN BREAKMETAL AND GLASS FULL LENGTH OF WINDOW SCRIBE T1 TO WINDOW FRAME, PORTAL CLADDING, FLOOR BREAKMETAL AND WALL AT TENANCY LEASE LINE. SILICONE CAULK JOINT FLUSH WITH FLOOR SURFACE. :r DISPLAY WINDOW FLOOR SECTION USA 3" = 1' 0" 2' -10 13/16 CONFIRM 100mm /4" FOLDED ACRYIJG /PERSPEX JOINTER AT SHEET JOINTS. NOTE ALLOW FOR HINGED ACCESS PANEL TO PERMIT WINDOW DRESSING ACCESS AT IRREGULAR INTERVALS. PATCH TWE HINGE FILLINGS AND LATCHING TO BE ADVISED IN CONJUNCTION WITH BARRIER CONTRACTOR. MAX. 6mm /1/4" GAP BETWEEN ACRYLIC /PERSPEX SHEETS 4 1/2" 79 SILICONE CAULK JOINT BETWEEN BASE BREAKM=TAL AND MALL FINISHES. N USA 3" = 1' 0" C54 C C54 C59 C55 C54 Cis 57 C55 REFER STRUCTURAL ENGINEER FOR ATTACHMENT DETAILS. I so PORTAL /FLOOR JUNCTION DETAIL DISPLAY WINDOW PORTAL PLC DETAIL. USA 3" = 1' 0" STOREFRONT _QUAILS fOILDESION JPII NT ONLY 1 REFER DETAJJ_ .3 SHEET S1 STRUCTURAL DRAWING FOR SECURITYGRILLE SUPPORT COLUMNS /FRAMES FIXINGS AND OVERALL SIZES 2 GLAZING AND SECURITY GRILLE DESIGN & CONSTRUCTION DETAILS TO BE REVIEWED AND FINALIZED ON SHOP DRAWINGS. 3 SIGANAGE IS UNDER SEPARATE PERMIT 4 TENANT SHOPERONT MUST BE SELF SUPPORTED. STOREFRONT CAN NOT BE SUSPENDED FROM MALL SOFFIT. 5 .SECURITY GRILLE TO BE MANUALLY OPERATED AND SHALL CONFORM (INCLUDING LOCKING) WITH RELEVANT FIRE AND BUILDING CODES (CALIFORNIA CBC SEC. 404.4.8.). SEE FLOOR PLAN GENERAL NOTE 6 ON SHEET 01. 6 USE EPCO TOUCH LATCH FOR ACCESS DOORS TO ROLLER GRII I F EPCO E505 -14. UNDER UNDER MATERIALS LEGEND USA 1OR /2" S IMILA SMO OTH FINISH WALL PANELING BUTT JOINTED. MDF 5/8" TYPE X GYP.BD. LEVEL 5 FINISH. 1/2" MOCK TONGUE & GROOVED V EDGED & V--GROOVED PANELING. (4" GROOVE SPACINGS). MDF OR SIMILAR. 1" BUTT JOINTED SUBSTRATE TO DISPLAY WINDOW FLOOR. MDF OR SIMILAR. TOP SURFACE FINISHED WITH VTI VINYL PLANK FLOORING. SUBSTRATE FIXED DOWN ONTO FRAMING 24" 0,C" 1 1/4" MDF V-- GROOVED WITH EXPOSED EDGES FINISHED WITH PLY EDGE TAPE SYSTEM. PAINT FINISH P4 PAINT SYSTEM. PROVIDE CONCEALED ATTACHMENT TO PORTAL FRAME. (4" GROOVE SPACINGS). 5 7/8" x 1/4" BASE OR .3 7/8" x 1/4" JAMB BREAKMETALS - ANODISED ALUMINUM ADHERED TO FACE OF FRAMING WITH 3M VHB TAPE (OR SIMILAR). ALL EDGES ROUNDED. REFER DETAIL 3 ON SHEET 11. METAL STUD FRAMING SYSTEM. 1/2" MIN TEMPERED GLASS DISPLAY WINDOW GASKETED INTO POWDER COATED ALUMINUM GLAZING CHANNEL FRAME SYSTEM. NO SILICONE ALLOWED. ROLLER SHUTTER DOOR SYSTEM INSTALL PER MANUFACTURERS DETAILS. COVER HINGED FOR ACCESS TO DOOR MECHANISM. ALUMINUM CHANNEL TRACKS FULL HEIGHT FLUSH WITH WALL FINISHES. TEMPERED 1/4" GLASS PANEL WITH 3M ADHESIVE FILM ("FROSTED CRYSTAL" 75346646677) ON BACK. ATTACH TO P4 PAINTED PLYWOOD PORTAL BACKING WITH COUNTERSUNK GLASS SCREW FITTING /GASKET SYSTEM AND S/5 FLUSH SCREW CAPS SIM. TO GLASS CASHWRAP FITTING /GASKET SYSTEM. (THREAD: M6 X 2" LONG -HEAD: COUNTERSUNK X" DIA - MATERIAL: 304 STAINLESS STEEL). 1/4' REVEAL DETAIL AT JUNCTION WITH PLY AND ADJACENT GLASS REFER DETAILS 1 -3 ON SHEET 11. SEE STRUCTURAL ENGINEERS /SHOP DRA WINGS FOR PORTAL FRAME DETAILS. SUSPENDED GYP BD CEILING FRAMING SYSTEM SIZED TO SUIT SPANS AND BRACING. REFER CEILING CONTRACTOR FOR CER17FICATION. INTERNALLY ILLUMINATED ACRYLIC FACED SIGN WITH SEALED IJGHTBOX MOUNTED TO BULKHEAD. FLUORESCENT BY FITTINGS P /P. ACCESSED BY HINGED FRONT PANEL. SUPPLIED 5/8" SMOOTH FINISH HINGED ROLLER DOOR ACCESS PANELS MOF OR SIMILAR. PAINT FINISH TO MATCH PORTAL PLYWOOD P4. PANELS TO HAVE GRAPHICS APPLIED TO FACE. INSTALL EPCO #E505 -14 LATCH. 3/4" CUBICLE PARTITION SYSTEM. SUPPLIED BY P/P INSTALL BY GC. %2 CEMENTITIOUS BOARD BACKING TO TILES FIXED TO FRAMING TO MANE. DETAILS. FREESTANDING WALL RACK /DISPLAY SYSTEM ON LEVELING FEET SLOTTED FRONT CHANNELS FOR DISPLAY SHELVING /PRONGS. UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATIONS THRU REAR RAILS. SUPPLIED BY P /P. MANUFACTURED SHELVES ADJUSTABLE HEIGHT ON BRACKETS AND SLOTS. 2 LAYERS 3/4" PLYWOOD PAINT FINISHED WITH SELECTED SPRAY LACQUER PAINT SYSTEM. SUPPLIED BY P /P. OVERLAPPING FLUORESCENT LIGHT FIXTURES UPLIGHTING WALL ABOVE WALL DISPLAY UNITS. LIGHTS MOUNT ONTO CONTINUOUS 6" METAL STUD CHANNEL ATTACHED TO TOP OF RACK FRAMING. FREESTANDING WALL RACK /DISPLAY SYSTEM ON LEVELING FEET. REAR SLOTTED METAL POSTS FOR DISPLAY BRACKET (POWDER COAT FINISH). UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATIONS TOP AND BOTTOM ON RETURN LEGS. P/P SUPPLY. FREESTANDING WALL RACK /DISPLAY SYSTEM TOP SECTION TELESCOPING INSIDE LOWER LEG. REAR SLOTTED METAL POSTS FOR DISPLAY BRACKETS (POWDER COAT FINISH). UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATION AT TOP ON RETURN LEGS. 7/16" GAP BETWEEN TOP OF POST AND CEILING, SUPPLIED BY P /P. 1 5/8" X 3/4" WOOD FURRING (PLY EDGE TAPED)ATTACHED EACH SIDE OF METAL POST LEGS WITH S/S SQUARE DRIVE SCREWS. PAINT FINISHED WITH P4 PAINT SYSTEM. SUPPLIED BY P /P. 6" METAL STUD CHANNEL CONTINUOUS BRACING SCREWED DOWN ONTO TOP OF BACK TO BACK UNITS IN TROUGH. FULL HEIGHT 5 0 PANEL FOR WALLPAPER GRAPHIC ON 56 LIGHTWEIGHT MING SYSTEM BUILT ABOVE FRAME SYSTEM RACK BELOW. RETURN PANELS TO DEMISING WALLS 50 AT EACH END, AS OCCURS. 1/2" ACRYLIC /PERSPEX SHEET BARRIER SCREW FIXED TO RAISED FRAMING THRU SKIRTING WITH S/5 TEK SCREWS WITH RUBBER ISOLATING WASHERS BOTH SIDES OF PERSPEX. PROFILE CUT LEI IERS (WHITE 1 ° MDF) ADHERED TO FACE OF PORTAL /COLUMN /BULKHEAD INSIDE WINDOW (AS SHOWN) WITH SELECTED DOUBLE SIDED VHB TAPE OR SIMILAR. PROFILE OR SIMILAR. CUT LOGO (WHITE 1" MDF) ADHERED TO FACE OF WALL (AS SHOWN) WITH SELECTED DOUBLE SIDED VHB TAPE F ALUMINUM FINISH NOTE ALL ALUMINUM TRIMS CHANNELS TRACKS etc. TO BE NATURAL SILVER ANODIZED SATIN FINISH. FIRE RATING NOTE: CONTRACTOR TO ENSURE ALL FRAMING /MATERIALS THAT ARE REQUIRED TO BE FIRE RATED ARE TREATED TO TESTED FIRE RATING FINISHES PER LOCAL /STATE /NATIONAL CODE REQUIREMENTS. J , NOTES 1 ALL SHOP GRAPHICS /SIGNAGE ARE PUMPKIN PATCH CLIENT SUPPLY ITEMS. 2 ENSURE FLUORESCENT TUBES ARE NOT VISIBLE FROM ANYWHERE INSIDE OR OUTSIDE TENANCY. REFER DETAILS ON SHEL1 12. 3 REFER SHEET 1.5 FOR TYPICAL PARTITION DETAILS. DATE: 11/2001 JOB NO: 0744 SCALE: 1:56A1 - 1:9eA3 CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ffigESEEMMINEMMEMEM z 0 cL REVISIONS A ISSLIEP FOR REVIEW 30 Nov 01 01 ISSUED FOR CONSTRUCTION 05 Dec 01 01 RECEIVED CITY OF TUKWILA FEB 1 2008 PERMIT CENTER STORPRONT/PORTAL STANDARD DETAILS SHEET NUMBER STHC-USA-11 REVISION IMENEMMEEMINEMIPM Plotted on 05/12/07 @ 12:27 I I 3 -1 13/16 3' -4" 57 4 ' 1 f? �d T.B.C. 1 ► .3'-2' w n 2' -10 13/16 0/A STEELWORK I z Q W I UNDER 54 y .. 1 I P '"""" ) 1 0 ! �I _ 60 .�� .._ . ; ;: •: 49 // . _.' ..ti l FIXINGS INDICATIVE REFER 1 `A 1 ) fi.,1 V.1-'-'0 1 ENGINEERS DETAILS 1 BREAKMETAL JOINT `V 60 �1 UNDER !It =' Z I ,-- I , \ \\ \\ \ \ \\ \ \ \ \\ \ \ \ , \ LOCATION ��1 NATURAL ANODISED GLAZING CLIPS - TO CODE REQUIREMENTS. `p 1 1 I 1 I I I I 1 I ( 1 2 15/1E' -- - I > - (' 1 3 15/16" _.-] 1 5/16 I i 1 - '9 � � JOINT AT WIND NALL AT TENANCY JOINT FLUSH WITH FLOORING. JW FRAME, PORTAL LEASE LINE. FLOOR SURFACE. 2' -10 13/16° 11 15/16 -- w - UNDER FLOOR PERIMETER CLADDING AND SILICONE CAULK COLOUR MATCH 4 °i { 79 CONFIRM 1 2' 11 1/2 V -JDI ' 4 1/2 I I I D 1 i L T I 3' -1 3/4' 1 I/ 1' 54 O V J0l 7 D CONFIRM WITH DOOR MANE. V.1.F - 54 > ENTRY PORTAL HEAD SECTION 04 USA 3" = 1' 0" I N. // /1 // // 1/ // // 1/ 1/ // // Z // 1/ // 1/ // // // // 1/ /1 /1 /1 % 1/ // // 1/ // 04 it SILICONE CAULK JOINT BETWEEN BREAKMETAL AND GLASS FULL LENGTH OF WINDOW SCRIBE T1 TO WINDOW FRAME, PORTAL CLADDING, FLOOR BREAKMETAL AND WALL AT TENANCY LEASE LINE. SILICONE CAULK JOINT FLUSH WITH FLOOR SURFACE. :r DISPLAY WINDOW FLOOR SECTION USA 3" = 1' 0" 2' -10 13/16 CONFIRM 100mm /4" FOLDED ACRYIJG /PERSPEX JOINTER AT SHEET JOINTS. NOTE ALLOW FOR HINGED ACCESS PANEL TO PERMIT WINDOW DRESSING ACCESS AT IRREGULAR INTERVALS. PATCH TWE HINGE FILLINGS AND LATCHING TO BE ADVISED IN CONJUNCTION WITH BARRIER CONTRACTOR. MAX. 6mm /1/4" GAP BETWEEN ACRYLIC /PERSPEX SHEETS 4 1/2" 79 SILICONE CAULK JOINT BETWEEN BASE BREAKM=TAL AND MALL FINISHES. N USA 3" = 1' 0" C54 C C54 C59 C55 C54 Cis 57 C55 REFER STRUCTURAL ENGINEER FOR ATTACHMENT DETAILS. I so PORTAL /FLOOR JUNCTION DETAIL DISPLAY WINDOW PORTAL PLC DETAIL. USA 3" = 1' 0" STOREFRONT _QUAILS fOILDESION JPII NT ONLY 1 REFER DETAJJ_ .3 SHEET S1 STRUCTURAL DRAWING FOR SECURITYGRILLE SUPPORT COLUMNS /FRAMES FIXINGS AND OVERALL SIZES 2 GLAZING AND SECURITY GRILLE DESIGN & CONSTRUCTION DETAILS TO BE REVIEWED AND FINALIZED ON SHOP DRAWINGS. 3 SIGANAGE IS UNDER SEPARATE PERMIT 4 TENANT SHOPERONT MUST BE SELF SUPPORTED. STOREFRONT CAN NOT BE SUSPENDED FROM MALL SOFFIT. 5 .SECURITY GRILLE TO BE MANUALLY OPERATED AND SHALL CONFORM (INCLUDING LOCKING) WITH RELEVANT FIRE AND BUILDING CODES (CALIFORNIA CBC SEC. 404.4.8.). SEE FLOOR PLAN GENERAL NOTE 6 ON SHEET 01. 6 USE EPCO TOUCH LATCH FOR ACCESS DOORS TO ROLLER GRII I F EPCO E505 -14. UNDER UNDER MATERIALS LEGEND USA 1OR /2" S IMILA SMO OTH FINISH WALL PANELING BUTT JOINTED. MDF 5/8" TYPE X GYP.BD. LEVEL 5 FINISH. 1/2" MOCK TONGUE & GROOVED V EDGED & V--GROOVED PANELING. (4" GROOVE SPACINGS). MDF OR SIMILAR. 1" BUTT JOINTED SUBSTRATE TO DISPLAY WINDOW FLOOR. MDF OR SIMILAR. TOP SURFACE FINISHED WITH VTI VINYL PLANK FLOORING. SUBSTRATE FIXED DOWN ONTO FRAMING 24" 0,C" 1 1/4" MDF V-- GROOVED WITH EXPOSED EDGES FINISHED WITH PLY EDGE TAPE SYSTEM. PAINT FINISH P4 PAINT SYSTEM. PROVIDE CONCEALED ATTACHMENT TO PORTAL FRAME. (4" GROOVE SPACINGS). 5 7/8" x 1/4" BASE OR .3 7/8" x 1/4" JAMB BREAKMETALS - ANODISED ALUMINUM ADHERED TO FACE OF FRAMING WITH 3M VHB TAPE (OR SIMILAR). ALL EDGES ROUNDED. REFER DETAIL 3 ON SHEET 11. METAL STUD FRAMING SYSTEM. 1/2" MIN TEMPERED GLASS DISPLAY WINDOW GASKETED INTO POWDER COATED ALUMINUM GLAZING CHANNEL FRAME SYSTEM. NO SILICONE ALLOWED. ROLLER SHUTTER DOOR SYSTEM INSTALL PER MANUFACTURERS DETAILS. COVER HINGED FOR ACCESS TO DOOR MECHANISM. ALUMINUM CHANNEL TRACKS FULL HEIGHT FLUSH WITH WALL FINISHES. TEMPERED 1/4" GLASS PANEL WITH 3M ADHESIVE FILM ("FROSTED CRYSTAL" 75346646677) ON BACK. ATTACH TO P4 PAINTED PLYWOOD PORTAL BACKING WITH COUNTERSUNK GLASS SCREW FITTING /GASKET SYSTEM AND S/5 FLUSH SCREW CAPS SIM. TO GLASS CASHWRAP FITTING /GASKET SYSTEM. (THREAD: M6 X 2" LONG -HEAD: COUNTERSUNK X" DIA - MATERIAL: 304 STAINLESS STEEL). 1/4' REVEAL DETAIL AT JUNCTION WITH PLY AND ADJACENT GLASS REFER DETAILS 1 -3 ON SHEET 11. SEE STRUCTURAL ENGINEERS /SHOP DRA WINGS FOR PORTAL FRAME DETAILS. SUSPENDED GYP BD CEILING FRAMING SYSTEM SIZED TO SUIT SPANS AND BRACING. REFER CEILING CONTRACTOR FOR CER17FICATION. INTERNALLY ILLUMINATED ACRYLIC FACED SIGN WITH SEALED IJGHTBOX MOUNTED TO BULKHEAD. FLUORESCENT BY FITTINGS P /P. ACCESSED BY HINGED FRONT PANEL. SUPPLIED 5/8" SMOOTH FINISH HINGED ROLLER DOOR ACCESS PANELS MOF OR SIMILAR. PAINT FINISH TO MATCH PORTAL PLYWOOD P4. PANELS TO HAVE GRAPHICS APPLIED TO FACE. INSTALL EPCO #E505 -14 LATCH. 3/4" CUBICLE PARTITION SYSTEM. SUPPLIED BY P/P INSTALL BY GC. %2 CEMENTITIOUS BOARD BACKING TO TILES FIXED TO FRAMING TO MANE. DETAILS. FREESTANDING WALL RACK /DISPLAY SYSTEM ON LEVELING FEET SLOTTED FRONT CHANNELS FOR DISPLAY SHELVING /PRONGS. UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATIONS THRU REAR RAILS. SUPPLIED BY P /P. MANUFACTURED SHELVES ADJUSTABLE HEIGHT ON BRACKETS AND SLOTS. 2 LAYERS 3/4" PLYWOOD PAINT FINISHED WITH SELECTED SPRAY LACQUER PAINT SYSTEM. SUPPLIED BY P /P. OVERLAPPING FLUORESCENT LIGHT FIXTURES UPLIGHTING WALL ABOVE WALL DISPLAY UNITS. LIGHTS MOUNT ONTO CONTINUOUS 6" METAL STUD CHANNEL ATTACHED TO TOP OF RACK FRAMING. FREESTANDING WALL RACK /DISPLAY SYSTEM ON LEVELING FEET. REAR SLOTTED METAL POSTS FOR DISPLAY BRACKET (POWDER COAT FINISH). UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATIONS TOP AND BOTTOM ON RETURN LEGS. P/P SUPPLY. FREESTANDING WALL RACK /DISPLAY SYSTEM TOP SECTION TELESCOPING INSIDE LOWER LEG. REAR SLOTTED METAL POSTS FOR DISPLAY BRACKETS (POWDER COAT FINISH). UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATION AT TOP ON RETURN LEGS. 7/16" GAP BETWEEN TOP OF POST AND CEILING, SUPPLIED BY P /P. 1 5/8" X 3/4" WOOD FURRING (PLY EDGE TAPED)ATTACHED EACH SIDE OF METAL POST LEGS WITH S/S SQUARE DRIVE SCREWS. PAINT FINISHED WITH P4 PAINT SYSTEM. SUPPLIED BY P /P. 6" METAL STUD CHANNEL CONTINUOUS BRACING SCREWED DOWN ONTO TOP OF BACK TO BACK UNITS IN TROUGH. FULL HEIGHT 5 0 PANEL FOR WALLPAPER GRAPHIC ON 56 LIGHTWEIGHT MING SYSTEM BUILT ABOVE FRAME SYSTEM RACK BELOW. RETURN PANELS TO DEMISING WALLS 50 AT EACH END, AS OCCURS. 1/2" ACRYLIC /PERSPEX SHEET BARRIER SCREW FIXED TO RAISED FRAMING THRU SKIRTING WITH S/5 TEK SCREWS WITH RUBBER ISOLATING WASHERS BOTH SIDES OF PERSPEX. PROFILE CUT LEI IERS (WHITE 1 ° MDF) ADHERED TO FACE OF PORTAL /COLUMN /BULKHEAD INSIDE WINDOW (AS SHOWN) WITH SELECTED DOUBLE SIDED VHB TAPE OR SIMILAR. PROFILE OR SIMILAR. CUT LOGO (WHITE 1" MDF) ADHERED TO FACE OF WALL (AS SHOWN) WITH SELECTED DOUBLE SIDED VHB TAPE F ALUMINUM FINISH NOTE ALL ALUMINUM TRIMS CHANNELS TRACKS etc. TO BE NATURAL SILVER ANODIZED SATIN FINISH. FIRE RATING NOTE: CONTRACTOR TO ENSURE ALL FRAMING /MATERIALS THAT ARE REQUIRED TO BE FIRE RATED ARE TREATED TO TESTED FIRE RATING FINISHES PER LOCAL /STATE /NATIONAL CODE REQUIREMENTS. J , NOTES 1 ALL SHOP GRAPHICS /SIGNAGE ARE PUMPKIN PATCH CLIENT SUPPLY ITEMS. 2 ENSURE FLUORESCENT TUBES ARE NOT VISIBLE FROM ANYWHERE INSIDE OR OUTSIDE TENANCY. REFER DETAILS ON SHEL1 12. 3 REFER SHEET 1.5 FOR TYPICAL PARTITION DETAILS. DATE: 11/2001 JOB NO: 0744 SCALE: 1:56A1 - 1:9eA3 CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ffigESEEMMINEMMEMEM z 0 cL REVISIONS A ISSLIEP FOR REVIEW 30 Nov 01 01 ISSUED FOR CONSTRUCTION 05 Dec 01 01 RECEIVED CITY OF TUKWILA FEB 1 2008 PERMIT CENTER STORPRONT/PORTAL STANDARD DETAILS SHEET NUMBER STHC-USA-11 REVISION IMENEMMEEMINEMIPM Plotted on 05/12/07 @ 12:27 I I 3 -1 13/16 1 t c 1: '• 1 " rB.C. T.B.C. 1 ► .3'-2' w n 0/A STEELWORK I z Q W I UNDER I 1 1 I P '"""" s is,„ a" ! �I _ �I .�� .._ _..., _.' ..ti FIXINGS INDICATIVE REFER 1 `A 1 ) fi.,1 V.1-'-'0 1 ENGINEERS DETAILS 1 BREAKMETAL JOINT `V 60 �1 UNDER !It =' Z -- LOCATION ��1 NATURAL ANODISED GLAZING CLIPS Er TO CODE REQUIREMENTS. `p I > = 7 i 1 - '9 � � JOINT AT WIND NALL AT TENANCY JOINT FLUSH WITH FLOORING. JW FRAME, PORTAL LEASE LINE. FLOOR SURFACE. 2' -10 13/16° -- w - UNDER FLOOR PERIMETER CLADDING AND SILICONE CAULK COLOUR MATCH 4 °i { 79 CONFIRM 1 2' 11 1/2 CONFIRM 4 1/2 I I I 7-7 1/2 PLINTH ® UNDER N. // /1 // // 1/ // // 1/ 1/ // // Z // 1/ // 1/ // // // // 1/ /1 /1 /1 % 1/ // // 1/ // 04 it SILICONE CAULK JOINT BETWEEN BREAKMETAL AND GLASS FULL LENGTH OF WINDOW SCRIBE T1 TO WINDOW FRAME, PORTAL CLADDING, FLOOR BREAKMETAL AND WALL AT TENANCY LEASE LINE. SILICONE CAULK JOINT FLUSH WITH FLOOR SURFACE. :r DISPLAY WINDOW FLOOR SECTION USA 3" = 1' 0" 2' -10 13/16 CONFIRM 100mm /4" FOLDED ACRYIJG /PERSPEX JOINTER AT SHEET JOINTS. NOTE ALLOW FOR HINGED ACCESS PANEL TO PERMIT WINDOW DRESSING ACCESS AT IRREGULAR INTERVALS. PATCH TWE HINGE FILLINGS AND LATCHING TO BE ADVISED IN CONJUNCTION WITH BARRIER CONTRACTOR. MAX. 6mm /1/4" GAP BETWEEN ACRYLIC /PERSPEX SHEETS 4 1/2" 79 SILICONE CAULK JOINT BETWEEN BASE BREAKM=TAL AND MALL FINISHES. N USA 3" = 1' 0" C54 C C54 C59 C55 C54 Cis 57 C55 REFER STRUCTURAL ENGINEER FOR ATTACHMENT DETAILS. I so PORTAL /FLOOR JUNCTION DETAIL DISPLAY WINDOW PORTAL PLC DETAIL. USA 3" = 1' 0" STOREFRONT _QUAILS fOILDESION JPII NT ONLY 1 REFER DETAJJ_ .3 SHEET S1 STRUCTURAL DRAWING FOR SECURITYGRILLE SUPPORT COLUMNS /FRAMES FIXINGS AND OVERALL SIZES 2 GLAZING AND SECURITY GRILLE DESIGN & CONSTRUCTION DETAILS TO BE REVIEWED AND FINALIZED ON SHOP DRAWINGS. 3 SIGANAGE IS UNDER SEPARATE PERMIT 4 TENANT SHOPERONT MUST BE SELF SUPPORTED. STOREFRONT CAN NOT BE SUSPENDED FROM MALL SOFFIT. 5 .SECURITY GRILLE TO BE MANUALLY OPERATED AND SHALL CONFORM (INCLUDING LOCKING) WITH RELEVANT FIRE AND BUILDING CODES (CALIFORNIA CBC SEC. 404.4.8.). SEE FLOOR PLAN GENERAL NOTE 6 ON SHEET 01. 6 USE EPCO TOUCH LATCH FOR ACCESS DOORS TO ROLLER GRII I F EPCO E505 -14. UNDER UNDER MATERIALS LEGEND USA 1OR /2" S IMILA SMO OTH FINISH WALL PANELING BUTT JOINTED. MDF 5/8" TYPE X GYP.BD. LEVEL 5 FINISH. 1/2" MOCK TONGUE & GROOVED V EDGED & V--GROOVED PANELING. (4" GROOVE SPACINGS). MDF OR SIMILAR. 1" BUTT JOINTED SUBSTRATE TO DISPLAY WINDOW FLOOR. MDF OR SIMILAR. TOP SURFACE FINISHED WITH VTI VINYL PLANK FLOORING. SUBSTRATE FIXED DOWN ONTO FRAMING 24" 0,C" 1 1/4" MDF V-- GROOVED WITH EXPOSED EDGES FINISHED WITH PLY EDGE TAPE SYSTEM. PAINT FINISH P4 PAINT SYSTEM. PROVIDE CONCEALED ATTACHMENT TO PORTAL FRAME. (4" GROOVE SPACINGS). 5 7/8" x 1/4" BASE OR .3 7/8" x 1/4" JAMB BREAKMETALS - ANODISED ALUMINUM ADHERED TO FACE OF FRAMING WITH 3M VHB TAPE (OR SIMILAR). ALL EDGES ROUNDED. REFER DETAIL 3 ON SHEET 11. METAL STUD FRAMING SYSTEM. 1/2" MIN TEMPERED GLASS DISPLAY WINDOW GASKETED INTO POWDER COATED ALUMINUM GLAZING CHANNEL FRAME SYSTEM. NO SILICONE ALLOWED. ROLLER SHUTTER DOOR SYSTEM INSTALL PER MANUFACTURERS DETAILS. COVER HINGED FOR ACCESS TO DOOR MECHANISM. ALUMINUM CHANNEL TRACKS FULL HEIGHT FLUSH WITH WALL FINISHES. TEMPERED 1/4" GLASS PANEL WITH 3M ADHESIVE FILM ("FROSTED CRYSTAL" 75346646677) ON BACK. ATTACH TO P4 PAINTED PLYWOOD PORTAL BACKING WITH COUNTERSUNK GLASS SCREW FITTING /GASKET SYSTEM AND S/5 FLUSH SCREW CAPS SIM. TO GLASS CASHWRAP FITTING /GASKET SYSTEM. (THREAD: M6 X 2" LONG -HEAD: COUNTERSUNK X" DIA - MATERIAL: 304 STAINLESS STEEL). 1/4' REVEAL DETAIL AT JUNCTION WITH PLY AND ADJACENT GLASS REFER DETAILS 1 -3 ON SHEET 11. SEE STRUCTURAL ENGINEERS /SHOP DRA WINGS FOR PORTAL FRAME DETAILS. SUSPENDED GYP BD CEILING FRAMING SYSTEM SIZED TO SUIT SPANS AND BRACING. REFER CEILING CONTRACTOR FOR CER17FICATION. INTERNALLY ILLUMINATED ACRYLIC FACED SIGN WITH SEALED IJGHTBOX MOUNTED TO BULKHEAD. FLUORESCENT BY FITTINGS P /P. ACCESSED BY HINGED FRONT PANEL. SUPPLIED 5/8" SMOOTH FINISH HINGED ROLLER DOOR ACCESS PANELS MOF OR SIMILAR. PAINT FINISH TO MATCH PORTAL PLYWOOD P4. PANELS TO HAVE GRAPHICS APPLIED TO FACE. INSTALL EPCO #E505 -14 LATCH. 3/4" CUBICLE PARTITION SYSTEM. SUPPLIED BY P/P INSTALL BY GC. %2 CEMENTITIOUS BOARD BACKING TO TILES FIXED TO FRAMING TO MANE. DETAILS. FREESTANDING WALL RACK /DISPLAY SYSTEM ON LEVELING FEET SLOTTED FRONT CHANNELS FOR DISPLAY SHELVING /PRONGS. UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATIONS THRU REAR RAILS. SUPPLIED BY P /P. MANUFACTURED SHELVES ADJUSTABLE HEIGHT ON BRACKETS AND SLOTS. 2 LAYERS 3/4" PLYWOOD PAINT FINISHED WITH SELECTED SPRAY LACQUER PAINT SYSTEM. SUPPLIED BY P /P. OVERLAPPING FLUORESCENT LIGHT FIXTURES UPLIGHTING WALL ABOVE WALL DISPLAY UNITS. LIGHTS MOUNT ONTO CONTINUOUS 6" METAL STUD CHANNEL ATTACHED TO TOP OF RACK FRAMING. FREESTANDING WALL RACK /DISPLAY SYSTEM ON LEVELING FEET. REAR SLOTTED METAL POSTS FOR DISPLAY BRACKET (POWDER COAT FINISH). UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATIONS TOP AND BOTTOM ON RETURN LEGS. P/P SUPPLY. FREESTANDING WALL RACK /DISPLAY SYSTEM TOP SECTION TELESCOPING INSIDE LOWER LEG. REAR SLOTTED METAL POSTS FOR DISPLAY BRACKETS (POWDER COAT FINISH). UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATION AT TOP ON RETURN LEGS. 7/16" GAP BETWEEN TOP OF POST AND CEILING, SUPPLIED BY P /P. 1 5/8" X 3/4" WOOD FURRING (PLY EDGE TAPED)ATTACHED EACH SIDE OF METAL POST LEGS WITH S/S SQUARE DRIVE SCREWS. PAINT FINISHED WITH P4 PAINT SYSTEM. SUPPLIED BY P /P. 6" METAL STUD CHANNEL CONTINUOUS BRACING SCREWED DOWN ONTO TOP OF BACK TO BACK UNITS IN TROUGH. FULL HEIGHT 5 0 PANEL FOR WALLPAPER GRAPHIC ON 56 LIGHTWEIGHT MING SYSTEM BUILT ABOVE FRAME SYSTEM RACK BELOW. RETURN PANELS TO DEMISING WALLS 50 AT EACH END, AS OCCURS. 1/2" ACRYLIC /PERSPEX SHEET BARRIER SCREW FIXED TO RAISED FRAMING THRU SKIRTING WITH S/5 TEK SCREWS WITH RUBBER ISOLATING WASHERS BOTH SIDES OF PERSPEX. PROFILE CUT LEI IERS (WHITE 1 ° MDF) ADHERED TO FACE OF PORTAL /COLUMN /BULKHEAD INSIDE WINDOW (AS SHOWN) WITH SELECTED DOUBLE SIDED VHB TAPE OR SIMILAR. PROFILE OR SIMILAR. CUT LOGO (WHITE 1" MDF) ADHERED TO FACE OF WALL (AS SHOWN) WITH SELECTED DOUBLE SIDED VHB TAPE F ALUMINUM FINISH NOTE ALL ALUMINUM TRIMS CHANNELS TRACKS etc. TO BE NATURAL SILVER ANODIZED SATIN FINISH. FIRE RATING NOTE: CONTRACTOR TO ENSURE ALL FRAMING /MATERIALS THAT ARE REQUIRED TO BE FIRE RATED ARE TREATED TO TESTED FIRE RATING FINISHES PER LOCAL /STATE /NATIONAL CODE REQUIREMENTS. J , NOTES 1 ALL SHOP GRAPHICS /SIGNAGE ARE PUMPKIN PATCH CLIENT SUPPLY ITEMS. 2 ENSURE FLUORESCENT TUBES ARE NOT VISIBLE FROM ANYWHERE INSIDE OR OUTSIDE TENANCY. REFER DETAILS ON SHEL1 12. 3 REFER SHEET 1.5 FOR TYPICAL PARTITION DETAILS. DATE: 11/2001 JOB NO: 0744 SCALE: 1:56A1 - 1:9eA3 CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ffigESEEMMINEMMEMEM z 0 cL REVISIONS A ISSLIEP FOR REVIEW 30 Nov 01 01 ISSUED FOR CONSTRUCTION 05 Dec 01 01 RECEIVED CITY OF TUKWILA FEB 1 2008 PERMIT CENTER STORPRONT/PORTAL STANDARD DETAILS SHEET NUMBER STHC-USA-11 REVISION IMENEMMEEMINEMIPM Plotted on 05/12/07 @ 12:27 IG R ao - - e o ee - ' e �o., I 3/8" 11' :M. I (2 (85) [25) = = =cc p = = o = o = =L © c ===== = = = o © _ - CLOTHING .SIDES LOADS BD OF POSTS a a 4 G o 0 0 o a 4 4 0 0 0 © USA 1 -1/2" = 1-0" Grid Sy =stem 0 = 0 0 = = a 0 0 11 0 0 a TYPICAL CEILING BULKHEAD DETAIL Channel Molding (1A TYPICAL CEILING BULKHEAD ISO N.T.S. • • SELECTED DRYWALL GRID CEILING FRAMING SYSTEM ARMSTRONG SHORTSPAN" 01? SIMILAR APPROVED. FOR SIZES /SPACING AND FOR DETAILS OF CEILING FRAMING SYSTEM, BRACING AND ANCHORING /FIXING DETAILS REFER CEILING SUBCONTRACTOR /MANUFACTURER. ® 5/8° GYP. BOARD CEILING FLUSH JOINTED. CI) 5/8" GYP. BOARD TO VERTICAL FACE 0 SELECTED DRYWALL GRID CEILING FRAMING SYSTEM ARMSTRONG SHORTSPAN" OR SIMILAR APPROVED. FOR SIZES /SPACING AND FOR DETAILS OF CEILING FRAMING SYSTEM, BRACING AND ANCHORING /FIXING DETAILS REFER CEILING SUBCONTRACTOR /MANUFACTURER. 0 5/8" GYP. BOARD CEILING FLUSH JOINTED. 0 SELECILD DRYWALL GRID CEILING FRAMING SYSTEM ARMSTRONG SHORTSPAN" OR SIMILAR APPROVED),FOR SIZES AND SPACING AND FOR DETAILS OF CEILING FRAMING SYSTEM, BRACING AND ANCHORING /FIXING DETAILS REFER CEILING SUBCONTRACTOR /MANUFACTURER. f-- Dywall Grid System s r 7 ...�. a ° te. !� .� r" r M d r :''.. ¢ \ 1 i 4wir?�3 _ r-y Brace cei:in,g transitions II where £? F Sri or ;e 4t#,: "e «� $ by code ,M : �. e N � M+. --::&---------N-. ,14,11' �` `~� titR Z i j_, � • � � ��' "' � '-';'-N's;':,`-,:'-',,,, im+ ```, ----„-4r-----_-------r----- .rs •:'4 1 ,,,, ...,...,:„.....„...„. -„ 1 r li .....,„ ,, / '! y , \ f. fi • : �- �- - . a ° u fi _ _ a� Molding ,�•,� ^1� � � � � � 3 f`' �•�k „ � ^ .`� �; ` � '^ ` �._f�:.. Angie 3Dr'yws11 h cwttSpari Grid Systems a 0 o0 0000 = 0 0 0 0 01 ©©= 0 0= C 4 0 0 0== a 4 4 0 USA 1 -1/2” = 1' -0" ii" STEP -UP 0 10" NOTES: 1. SUPPORT WIRES /CEILING FRAMING MUST NOT BE CONNECTED TO AM' OF IIIE LANDLORDS MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT. 2. CONTRACTOR TO OBTAIN CLKIIFICATION IF REQUIRED BY LOCAL /STATE /NATIONAL CODE COMPLIANCE REQUIREMENTS. 3. FLUORESCENT TUBES SHALL NOT BE VISIBLE FROM ANYWHERE INSIDE OR OUTSIDE TENANCY. USE FLUORESCENT FIXTURES NO TALLER THAN 3 5/8" IN HEIGHT. GC SHALL NOTIFY ARCHITECTS OF CONFLICT. TYPICAL CEILING COVE DETAIL r NOTE: CEILING SUBCONTRACTOR TO FACTOR LOADED RACKING DESIGN LOADS ` SUPPLIED BY PUMPKIN PATCH WHEN DESIGNING BRACING etc FOR THIS DETAIL. 61 SELECTED DRYWALL GRID CEILING FRAMING SYSTEM ARMSTRONG SHORTSPAN" Of? SIMILAR APPROVED. POSITION FRAMING /STRUTTII AT PAST FIXING LOCATIONS. STRUT PROFILE, BRACING AND ANCHORING /FIXING DETAILS REFER CEILING SUBCONTRACTOR /MANUFACTURER. 1 1/2" SQUARE HOLLOW SECTION POST TOP SECTION WITH 3/1 END PLATE. SCREW FIX THRU' 1/4" HOLES INTO FRAMING SYS FINISH GYP BOARD CEIUNG TO POST WITH SELECTED PAINTABLE SEALANT, 4 o — — o o= a o= o= © 0 a 4 4 U FREESTANDING FEATURE RACK FIXING DETAIL USA 1 -1/2" = 1'-0" SELECTED DRYWALL GRID CEILING FRAMING SYSTEM ARMSTRONG SHORTSPAN" OR SIMILAR APPROVED. FOR SIZES /SPACING AND FOR DETAILS OF CEILING FRAMING SYSTEM, BRACING AND ANCHORING /FIXING DETAILS REFER CEILING SUBCONTRACTOR /MANUFACTURER. 51 we GYP. BOARD CEILING FLUSH JOINTED. NOTE REFER CEILING PLAN SHEET 03 FOR CEILING TYPE FOR MAIN CEILING. CEILING MAY BE EITHER A 24 EXPOSED '7" GRID CEILING (TEGUL4R EDGED TILES) OR A FLUSH GYP BOARD CEILING AS DETAILED ADJACENT. PREFINISHED ALUMINUM 8" PERIMETER TRIM ARMSTRONG AXIOM" OR SIMILAR APPROVED FIXED TO CEILING GRID WITH CLIPS. SELECTED OVERLAPPING FLUORESCANT LIGHT FITTINGS CONTINUOUS AROUND PERIMETER. GYP BOARD CAPPING TO ARMSTRONG RECOMMENDED COVE DETAILS 0 SELECTED DRYWALL GRID CEILING FRAMING SYSTEM ARMSTRONG SHORTSPAN" OR SIMILAR APPROVED. TO ARMSTRONG RECOMMENDED COVE DETAILS FINISHED GYP BOARD VERTICAL FACE TO ARMSTRONG RECOMMENDED COVE DETAILS FINISHED GYP BOARD EXTERNAL CORNER TO ARMSTRONG RECOMMENDED COVE DETAILS 51 5/8° GYP. BOARD CEILING FLUSH JOINTED. 0 SELECTED DRYWALL GRID CEILING FRAMING SYSTEM ARMSTRONG SHORTSPAN" OR SIMILAR APPROVED. FOR SIZES AND SPACING AND FOR DETAILS OF CEILING FRAMING SYSTEM, BRACING AND ANCHORING /AXING DETAILS REFER CEILING SUBCONTRACTOR /MANUFACTURER. USA 1 - -1/2" = 1' -0" FEATURE RACK BULKHEAD DETAIL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 USA 1 --1/2" = 1' -0" 22" STEP -UP NO7E": REFER CEILING PLAN SHEET 03 FOR CEILING TYPE FOR MAIN CEILING. CEILING MAY BE EITHER A 24x24 ° EXPOSED '7" GRID CEILING (TEGULAR EDGED TILES) OR A FLUSH GYP BOARD CEILING AS DETAILED BELOW. 0 SELECTED DRYWALL GRID CEILING FRAMING SYSTEM "ARMSTRONG SHORTSPAN" OR SIMILAR APPROVED. FOR SIZES /SPACING AND FOR DETAILS OF CEILING FRAMING SYSILM, BRACING AND ANCHORING /FIXING DETAILS REFER CEILING SUBCONTRACTOR /MANUFACTURER. 0 0 0 x 0= 4 ca e v e n 51 5/8 GYP, BOARD CEILING FLUSH JOINTED. 5/8" GYP. BOARD SHADOW DETAIL CD 5/8' GYP. BOARD TO VERTICAL FACE _ 0 0 o 0 © le _ _ = a 0 R o o O o 0 0 = 0 0 p 0 a c o a o © 0 0.- a r 0 0 o = 4 0 o© 0 O a 0 r L Ir L_L 0 51 5/8 GYP. BOARD CEILING FLUSH JOINTED, 0 SELECTED DRYWALL GRID CEILING FRAMING SYSTEM ARMSTRONG SHORTSPAN" OR SIMILAR APPROVED. FOR SIZES AND SPACING AND FOR DETAILS OF CEILING FRAMING SYSTEM BRACING AND ANCHORING /FIXING DETAILS REFER CEILING SUBCONTRACTOR /I4GWUFACTURER. 10" TYPICAL CEILING COVE DETAIL 0 10 l 0 SELECTED DRYWALL GRID CEILING FRAMING SYSTEM "ARMSTRONG SHORTSPAN" OR SIMILAR APPROVED. FOR SIZES /SPACING AND FOR DETAILS OF CEILING FRAMING SYSTEM. BRACING AND ANCHORING / FDIING DETAILS REFER CEILING SUBCONTRACTOR /MANUFACTURER. 0 5/8" GYP. BOARD CEILING FLUSH JOINTED. SELECTED OVERLAPPING FLUORESCANT LIGHT FITTINGS CONTINUOUS SHOWN DOTTED BEHIND PERIMETER TRIM 0 5/8" GYP. BOARD TO VERTICAL FACE SELECTED OVERLAPPING FLUORESCANT LIGHT HIIINGS CONTINUOUS AROUND PERIMETER. GYP BOARD CAPPING TO ARMSTRONG RECOMMENDED COVE DETAILS 0 SELECTED DRYWALL GRID CEIUNG FRAMING SYSTEM ARMSTRONG SHORTSPAN" OR SIMILAR APPROVED. TO ARMSTRONG RECOMMENDED COVE DETAILS FINISHED GYP BOARD VERTICAL FACE TO ARMSTRONG RECOMMENDED COVE DETAILS FINISHED GYP BOARD EXTERNAL CORNER TO ARMSTRONG RECOMMENDED COVE DETAILS 0 5/8" GYP. BOARD CEILING FLUSH JOINTED. -0 SELECTED DRYWALL GRID CEILING FRAMING SYSTEM ARMSTRONG SHORTSPAN" OR SIMILAR APPROVED. FOR SIZES AND SPACING AND FOR DETAILS OF CEILING FRAMING SYSTEM, BRACING AND ANCHORING /FIXING DETAILS RErth' CEILING SUBCONTRACTOR /MANUFACTURER. SELECTED DRYWALL GRID CEILING FRAMING SYSTEM ARMSTRONG SHORTSPAN" OR SIMILAR APPROVED. FOR SIZES /SPACING AND FOR DETAILS OF CEILING FRAMING SYSTEM, BRACING AND ANCHORING /FIXING DETAILS REFER CEILING SUBCONTRACTOR /MANUFACTURER. 05/8" GYP, BOARD CEILING FLUSH JOINTED, FIX ACCESS PANEL AS PER MANE. RECOMMENDATIONS. TAPE AND FILL JOINT AND PANT FINISH TO MATCH ADJACENT CEILING. INIFXFORMS 24 "x24" ACCESS PANEL D00R, PAINT FINISH TO MATCH ADJACENT CEILING. ACCESS PANEL EDGE DETAIL USA 1 -1/2" = 1' -0 95 ° MATERIALS LEGEND USA misimimammommo DATE: 11/2001 JOB NO 0 SCALE: 1:4 - 1:80,43 01/2" SMOOTH FINISH WALL PANELING BUTT JOINTED. MDF OR SIMILAR. 5/8" TYPE X GYP.BD. LEVEL 5 FINISH. 1/2" MOCK TONGUE & GROOVED V EDGED & V- GROOVED PANELING. (4" GROOVE SPACINGS). MDF OR SIMILAR. 01" " BUTT JOINTED SUBSTRATE TO DISPLAY WINDOW FLOOR. MDF OR SIMILAR. TOP SURFACE FINISHED WITH VT I VINYL PLANK FLOORING. SUBSTRATE FIXED DOWN ONTO FRAMING 24" 0.C. 01 1/4° MOF V- GROOVED WITH EXPOSED EDGES FINISHED WITH PLY EDGE TAPE SYSTEM. PAINT FINISH P4 PAINT SYSTEM. PROVIDE CONCEALED ATTACHMENT TO PORTAL FRAME. (4" GROOVE SPACINGS). 55 5 7/8" x 1/4" BASE OR 3 7/8" x 1/4" JAMB BREAKMETALS - ANODISED ALUMINUM ADHERED TO FACE OF FRAMING WITH 3M VHB TAPE (OR SIMILAR). ALL EDGES ROUNDED. REFER DETAIL 5 ON SHEET 11, 0 METAL STUD FRAMING SYSTEM. (T 7 1/2" MIN TEMPERED GLASS DISPLAY WINDOW GASKETED INTO POWDER COATED ALUMINUM GLAZING CHANNEL FRAME SYSTEM. NO SILICONE ALLOWED. 0 ROLLER SHUTTER DOOR SYSTEM INSTALL PER MANUFACTURERS DETAILS. COVER HINGED FOR ACCESS TO DOOR MECHANISM. ALUMINUM CHANNEL TRACKS FULL HEIGHT FLUSH WITH WALL FINISHES. 59 TEMPERED 1/4" GLASS PANEL WITH 3M ADHESIVE FILM (FROSTED CRYSTAL" 75346646677) ON BACK. ATTACH TO P4 PAINTED PLYWOOD PORTAL BACKING WITH COUNTERSUNK GLASS SCREW FITTING /GASKET SYSTEM AND S/S FLUSH SCREW CAPS SIM. TO GLASS CASHWRAP FITTING /GASKET SYSTEM. (THREAD: M6 X 2" LONG -HEAD: COUNTERSUNK X" DIA - MATERIAL: 304 STAINLESS STEEL). 1/4" REVEAL DETAIL AT JUNCTION WITH PLY AND ADJACENT GLASS REFER DETAILS 1 -3 ON SHEET 11. 60 SEE STRUCTURAL ENGINEERS /SHOP DRAWINGS FOR PORTAL FRAME DETAILS. 61 SUSPENDED GYP BD CEILING FRAMING SYSTEM SIZED TO SUIT SPANS AND BRACING. REFER CEILING CONTRACTOR FOR CERTIFICATION. 62 INTERNALLY ILLUMINATED ACRYLIC FACED SIGN WITH SEALED LIGHTBOX MOUNTED TO BULKHEAD, FLUORESCENT FITTINGS ACCESSED BY HINGED FRONT PANEL. SUPPLIED BY P /P. 0 5/8" SMOOTH FINISH HINGED ROLLER DOOR ACCESS PANELS MOF OR SIMILAR, PAINT FINISH TO MATCH PORTAL PLYWOOD P4. PANELS TO HAVE GRAPHICS APPLIED TO FACE. INSTALL EPCO 1 -14 LATCH. 3/4" CUBICLE PARTITION SYSTEM. SUPPLIED BY P/P INSTALL BY GC. 0%2" CEMENTITIOUS BOARD BACKING TO TILES FIXED TO FRAMING TO MANE. DETAILS. (D FREESTANDING WALL RACK /DISPLAY SYSTEM ON LEVELING FEET SLOTTED FRONT CHANNELS FOR DISPLAY SHELVING /PRONGS. UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATIONS THRU REAR RAILS. SUPPLIED BY P /P. 0 MANUFACTURED SHELVES ADJUSTABLE HEIGHT ON BRACKETS AND SLOTS. 2 LAYERS 3/4" PLYWOOD PAINT FINISHED WITH SELECTED SPRAY LACQUER PAINT SYSTEM. SUPPLIED BY P /P. 0 OVERLAPPING FLUORESCENT LIGHT FIXTURES UPLIGHTING WALL ABOVE WALL DISPLAY UNITS, LIGHTS MOUNT ONTO CONTINUOUS 6" METAL STUD CHANNEL ATTACHED TO TOP OF RACK FRAMING, FREESTANDING WALL RACK /DISPLAY SYSTEM ON LEVELING FEET. REAR SLOIILO METAL POSTS FOR DISPLAY BRACKET (POWDER COAT FINISH). UNIT ATTACHED TO DE.M1SING WALL AT FIXING LOCATIONS TOP AND BOTTOM ON RETURN LEGS. P/P SUPPLY. 0 FREESTANDING WALL RACK /DISPLAY SYSTEM TOP SECTION TELESCOPING INSIDE LOWER LEG. REAR SLOTTED METAL POSTS FOR DISPLAY BRACKETS (POWDER COAT FINISH). UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATION AT TOP ON RETURN LEGS. 7/16" GAP BETWEEN TOP OF POST AND CEILING. SUPPLIED BY P /P. 01 5/8" X 3/4" WOOD FURRING (PLY EDGE TAPED)ATTACHED EACH SIDE OF METAL POST LEGS WITH S/S SQUARE DRIVE SCREWS. PAINT FINISHED WITH P4 PAINT SYSTEM. SUPPLIED BY P /P. 0 6" METAL STUD CHANNEL CONTINUOUS BRACING SCREWED DOWN ONTO TOP OF BACK TO BACK UNITS IN TROUGH. 78 FULL HEIGHT 5 0 PANEL FOR WALLPAPER GRAPHIC ON 56 LIGHTWEIGHT MING SYSTEM BUILT ABOVE FRAME SYSTEM RACK BELOW, RETURN PANELS TO DEMISING WALLS 50 AT EACH END, AS OCCURS. 01/2" ACRYLIC /PERSPEX SHEET BARRIER SCREW FIXED TO RAISED FRAMING THRU SKIRTING WITH S/S TEK SCREWS WITH RUBBER ISOLATING WASHERS BOTH SIDES OF PERSPEX. @ PROFILE CUT Lt I ILRS (WHITE 1" MDF) ADHERED TO FACE OF PORTAL /COLUMN /BULKHEAD INSIDE WINDOW (AS SHOWN) WITH SELECTED DOUBLE SIDED VHB TAPE OR SIMILAR, @ PROFILE CUT LOGO (WHITE 1" MDF) ADHERED TO FACE OF WALL (AS SHOWN) WITH SELECTED DOUBLE SIDED VHB TAPE OR SIMILAR. 0 m FALUMINISH, INUM FINISH NOTE: ALL ALUMINUM TRIMS CHANNELS TRACKS etc. TO BE NATURAL SILVER ANODIZED SATIN FIRE NOTE: CONTRACTOR NTRACTOR TO ENSURE ALL FRAMING /MATERIALS THAT ARE REQUIRED TO BE FIRE RATED ARE TREATED TO TESTED ARE RATING FINISHES PER LOCAL /STATE /NATIONAL CODE REQUIREMENTS. NO 1 ALL SHOP GRAPHICS /SIGNAGE ARE PUMPKIN PATCH CLIENT SUPPLY FTEMS, 2 ENSURE FLUORESCENT TUBES ARE NOT VISIBLE FROM ANYWHERE INSIDE OR OUTSIDE TENANCY. REFER DETAILS ON SHEET 12. 3 REFER SHEET 13 FOR TYPICAL PARTITION DETAILS. 2 2 CHECKED: INOMMiiiiiMMEMMUMEN 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635 -5699 MENEMEMOMMEMEI (NI v ) w <lc 0 z S 1..1. 0 t2 D w w po cco = Q w (!) LEI Q L_ < w � REVISIONS A ISSUED POR REVIEW 30 Nov en 01 ISSUED FOR CONSMICTION 03 Dec 07 RECEIVED CITY OF TUKWILA FEB 19 2008 PERMIT CENTER STORPRONT/PORTAL STANDARD DETAII-S SHEET NUMBER ,' STHC : USA -12 REVISION 4 P-- 1 VEY 7 7 4 // J L n I i LJ 7 I WALL ATTACHEMENT DETAIL 3" = 1 ' 4 { v r.� 4 L 4 4• v n u 4 3 5/8" 20 GA METAL STUDS BEYOND GRAB BAR OR OTHER FITTING TO BE ATTACHED TO WALL BLOCKING. TO MANF. RECOMMENDATIONS. 6" x 18 GA METAL BLKG. W/ 5 - #10 TEK SCREWS ® E4. END COPE END AND BEND AS SHOWN 20 GA TRACK W/ 4 - 110 TEK SCREWS @ EA. END. COPE END AND BEND AS SHOWN 5/8" TYPE 'X' GYP. BD. EA. SIDE (7YP.) { ENTRY DOOR LANDLORD MALL FINISHES EXTEND TO DOOR LOCATION. ADA COMPLIANT ALUMINUM THRESHOLD TO COMPLY WITH RELEVANT CODE. SILVER ANNODIZED FINISH. STRIP MAX 1 3/4" WIDTH. GC TO SUBMIT SAMPLE FOR APPROVAL. 4 (E) CONCRETE SLAB 5a ENTRY FLOOR TRANSITION DETAIL 3" = 1' WHERE FLOOR FINISHES ARE FLUSH FLOOR NOTES: REFER SHEET 01 FOR REQUIRED FLOOR FINISH AND RELEVANT DETAIL REFERENCE TO THIS STORE. GC TO VERIFY IN FIELD EXISTING SETDOWN CONDITIONS. CONTACT ARCHITECT FOR INSTRUCTION SHOULD CONDITIONS VARY FROM THOSE SHOWN. 4 LJ L J 4 J L r J L r 4 4 4 n 1 1 LJ 4 REFER DETAIL 1 SHEET 14 FOR BACKING DETAIL PARTITION DETAIL (OPTIONAL) 1 1/2" = 1 ALTERNATIVE ATTACHMENT DETAIL ENTRY DOOR CD A 1 - %'j /r % /f /f / / / aiZ-7 f� / // /l�lffff /f 3" = 1' WHERE STEP LOCATED AT THRESHOLD STRUCTURE ABOVE 16CA CONTINUOUS TRACK WITH 2 #8 GA SCREWS ID EACH STUD (TYP). ATTACH TRACK TO (E] STRUCTURE ABOVE. ALLOW FOR 1/2" HEAD DEFLECTION. 20 GA METAL STUDS AT 16" OC (STUDS TO BE 3 --5/8" IF 14' OR LESS OR 6" IF GREATER THAN 14' U.O,N,) ICBO #4782 OR EQUAL. SECURE TO STRUCTURE ABOVE. NOTE: IF WALL IS NOT COVERED ON BOTH SIDES, FULL HEIGHT OF WALL INSTALL LATERAL SUPPORT WITH 16 GA DIETRICH INDUSTRIES SPACER BARS IP 4' OC ® STUD WALL SECTION ABOVE SHEATHING. TYP PER 1CB0 #4782 OR EQUAL 5/8" TYPE 'X' GYP. BD. EA. SIDE (TYP.) TERMINAI LS 6" ABOVE CEILING GYP. BD. OR TILE CEILING (SALES), ACOUS. TILE CEILING OR NO CEILING (BACK OF HOUSE). REFER SHEET 03 FOR SELECTION. ALL UTILITIES TO BE RUN WITHIN WALLS 5/8" TYPE X' GYP. BD. E4. SIDE (TYP.) ATTACH WITH 1" TYPE S" DRYWALL SCREWS 12" OC IN FIELD AND 9" OC ON EDGES. 20 GA METAL BOTTOM TRACK SECURED WITH SHOT PIN POWDER DRIVEN ANCHORS (AMMO 5/32" DIA 0.1563 SHANK FASTENERS PER ICBO REPORT 11639 OR LATEST 6 2' OC.) STRUCTURE LANDLORD MALL FINISHES EXTEND TO DOOR LOCATION. ADA COMPLIANT THRESHOLD DETAIL. ALUMINUM EDGE ANGLE ALONG FULL LENGTH OF TRANSITION. SEAL EACH SIDE TO ANGLE WITH COLOR MATCHED SEALANT, SILVER ANNODIZED FINISH. ADA COMPLIANT SLOPE TO FEATHERED TOPPING (IF REQUIRED), UNDER VINYL FLOORING. 4 • < J USA 3" = 1' 0" TERRAZZO ENTRY FLOOR q 4 4 4 USA 3" = 1 ' 0" TERRAZZO TO VINYL :r• 4 ENTRY FLOOR TRANSITION DETAIL ENTRY FLOOR TRANSITION DETAIL 4 4 4 4 . 4 FLOOR TRANSITION DETAIL ENTRY DOOR ° 4 1 4 r v 4 4 4 u 4 PARTITION DETAIL (OPTIONAL) 1 1/2" = 1' LANDLORD MALL FINISHES EXTEND TO DOOR LOCATION. ADA COMPLIANT THRESHOLD DETAIL. TERRAZZO EDGE ANGLE ALONG FULL LENGTH OF TRANSITION. SEAL EACH SIDE TO ANGLE WITH COLOR MATCHED SEALANT. SILVER ANNODIZED FINISH. ADA COMPLIANT THRESHOLD DETAIL. TERRAZZO EDGE ANGLE ALONG FULL LENGTH OF TRANSITION. SEAL EACH SIDE TO ANGLE WITH COLOR MATCHED SEALANT. SILVER ANNODIZED FINISH. ADA COMPLIANT SLOPE TO FEATHERED TOPPING UNDER VINYL FLOORING. • • 4 e 16GA CONTINUOUS TRACK WITH 2 #8 GA SCREWS @ EACH STUD (TYP). ATTACH TRACK TO DIAGONAL BRACING, NOTE: IF WALL IS NOT COVERED ON BO';71 SIDES, FULL HEIGHT OF WALL INSTALL LATERAL SUPPORT WTIH 76 GA DIETRICH INDUSTRIES SPACER BARS ® 4' OC p STUD WALL .SECTION ABOVE SHEATHING. TYP PER ICBO #4782 OR EQUAL. 5/8" TYPE 'X' GYP. BD, E4. SIDE (TYP.) TERMINATES 6" ABOVE CEILING GYP. BD. OR TILE CEIUNG (SALES), ACOUS. TILE CEILING OR NO CEILING (BACK OF HOUSE). REFER SHEET 03 FOR SELECTION {-- 3 -5 r 20 GA STUD WITH 4 #8 TIES TO ANGLE W ED TO THE STRUCTURE ABOVE 20 GA METAL STUDS AT 16" OC (STUDS TO BE 3 -5/8° IF 14' OR LESS OR 6 IF GREATER THAN 14' UO.N.) ICBO #4782 OR EQUAL. SECURE TO STRUCTURE ABOVE. ALL UTILITIES TO BE RUN WITHIN WALLS 5/8" TYPE 'X' GYP. BD. EA. SIDE (TYP,) ATTACH WITH 1 TYPE S" DRYWALL SCREWS 12 OC IN FIELD AND 9" OC ON EDGES. 20 GA METAL BOTTOM TRACK SECURED WITH SHOT PIN POWDER DRIVEN ANCHORS (AMMO 5/32" DIA 0.1563 SHANK FASTENERS PER ICBO REPORT #1639 OR LATEST 2' OC.) STRUCTURE 4 4 e 4 4 {-+ J • 4 STRUCTURE ABOVE 3 #8 TEK SCREWS 4 .. 4 4 USA 3 = 1 � USA 3" = 1 0 CERAMIC TILE TO VINYL 3 -5/8" 20 GA STUD DIAGONAL BRACING TO STRUCTURE AT 4'0" O.C. (ALTERNATE DIRECTION) e 4 4 USA 3" = 1 0'' CERAMIC TILE ENTRY FLOOR ENTRY DOOR 15d ENTRY FLOOR TRANSITION DETAIL FLOOR TRANSITION DETAIL LANDLORD MALL FINISHES EXTEND TO DOOR LOCATION. ADA COMPLIANT THRESHOLD DETAIL TILE EDGE ANGLE ALONG FULL LENGTH OF TRANSITION. SEAL EACH SIDE TO ANGLE WITH COLOR MATCHED SEALANT. SILVER ANNODIZED FINISH, . 44 ADA COMPLIANT THRESHOLD DETAIL. TILE EDGE ANGLE ALONG FULL LENGTH OF TRANSITION. SEAL EACH SIDE TO ANGLE WITH COLOR MATCHED SEALANT, SILVER ANNODIZED FINISH. VTl ADA COMPLIANT SLOPE TO FEATHERED TOPPING UNDER VINYL FLOORING. TYPICALLY RAMPING F TENDS 8'. LJ v 4 a 4 J L J r 4 { .4 4 v • : J 4 n I 4 :I. USA 3" = 1 0" TIMBER ENTRY FLOOR 4 ENTRY FLOOR TRANSITION DETAIL STRUCTURE ABOVE - IF STEEL DECK, PACK VOID SPACES WITH "THERMAFIBER SAFING INSULATION OR OTHER APPROVED PRE SAFING. FINISH GYP. BD. EA. SIDE TO STRUCTURE, 16GA CONTINUOUS TRACK WITH 2 #8 GA SCREWS ® EACH STUD (TYP). ATTACH TRACK TO (E] STRUCTURE ABOVE. ALLOW FOR 1/2" HEAD DEFLECTION, 20 GA METAL STUDS AT 16" OC (STUDS TO BE 3 -5 /B" IF 14' OR LESS 01? 6" IF GREATER THAN 14' U.O.N.) ICBO #4782 OR EQUAL SECURE TO STRUCTURE ABOVE. 5/8" TYPE 'X' GYP. BD. EA. SIDE (TYP.) FULL HEIGHT FLOOR TO STRUCTURE. GYP. BD. OR TILE CEILING (SALES), ACOUS. TILE CEILING OR NO CDUNG (BACK OF HOUSE). REFER SHEET 03 FOR SELECTION. ALL UTILITIES TO BE RUN WTIHIN WALLS 5/8" TYPE X' GYP, BD. E4. SIDE (TYP.) ATTACH WITH 1 TYPES" DRYWALL SCREWS 12" OC IN FIELD AND 9" OC ON EDGES. 20 GA METAL BOTTOM TRACK SECURED WITH SHOT PIN POWDER DRIVEN ANCHORS (AMMO 5/32" DIA 0.1563 SHANK FASTENERS PER ICBD REPORT #1639 OR LATEST ® 2' OC.) STRUCTURE PARTITION DETAIL 1A (1 HOUR FIRE) 1/2" = 1' ENTRY DOOR LANDLORD /APPROVED MALL FINISHES EXTEND TO DOOR LOCATION. ADA COMPLIANT THRESHOLD DETAIL FLOOR EDGE ANGLE ALONG FULL LENGTH OF TRANSITION. SEAL EACH SIDE TO ANGLE WITH COLOR MATCHED SEALANT SILVER ANNODIZED FINISH. MATERIALS LEGEND USA 01/2" SMOOTH FINISH WALL PANELING BUTT JOINTED. MDF OR SIMILAR. 51 5/8" TYPE X GYP.BD. LEVEL 5 FINISH. a1/2- MOCK TONGUE & GROOVED V EDGED & V- GROOVED PANELING. (4" GROOVE SPACINGS). MDF OR SIMILAR. 01" " BUTT JOINTED SUBSTRATE TO DISPLAY WINDOW FLOOR, MDF OR SIMILAR. TOP SURFACE FINISHED WITH VT1 VINYL PLANK FLOORING. SUBSTRATE FIXED DOWN ONTO FRAMING 24" 0.C, 01 1/4" MDF V- GROOVED WITH EXPOSED EDGES FINISHED WITH PLY EDGE TAPE SYSTEM. PAINT FINISH P4 PAINT SYSTEM, PROVIDE CONCEALED ATTACHMENT TO PORTAL FRAME, (4" GROOVE SPACINGS). 0 5 7/8" x 1/4" BASE OR 3 7/8" x 1/4" JAMB BREAKMETALS - ANODISED ALUMINUM ADHERED TO FACE OF FRAMING WITH 3M VHB TAPE (OR SIMILAR). ALL EDGES ROUNDED, REFER DETAIL 3 ON SHEET 11. 56 METAL STUD FRAMING SYSTEM. 57 1/2" MIN TEMPERED GLASS DISPLAY WINDOW GASKETE'D INTO POWDER COATED ALUMINUM GLAZING CHANNEL FRAME SYSTEM. NO SILICONE ALLOWED, @ ROLLER SHUTTER DOOR SYSTEM INSTALL PER MANUFACTURERS DETAILS. COVER HINGED FOR ACCESS TO DOOR MECHANISM. ALUMINUM CHANNEL TRACKS FULL HEIGHT FLUSH WITH WALL FINISHES. 59 TEMPERED 1/4" GLASS PANEL WITH 3M ADHESIVE FILM ("FROSTED CRYSTAL" 75346646677) ON BACK. ATTACH TO P4 PAINTED PLYWOOD PORTAL BACKING WITH COUNTERSUNK GLASS SCREW FITTING /GASKET SYSTEM AND S/S FLUSH SCREW CAPS SIM. TO GLASS CASHWRAP HI IING/GASKET SYSTEM. (THREAD: M6 X 2" LONG - HEAD; COUNTERSUNK X" DIA - MATERIAL: 304 STAINLESS STEEL). 1/4" REVEAL DETAIL AT JUNCTION WITH PLY AND ADJACENT GLASS REFER DETAILS 1 -3 ON SHEET 11. @ SEE STRUCTURAL ENGINEERS /SHOP DRAWINGS FOR PORTAL FRAME DETAILS. @ SUSPENDED GYP BD CEILING FRAMING SYSTEM SIZED TO SUIT SPANS AND BRACING, REFER CEILING CONTRACTOR FOR CERTIFICATION. 0 INTERNALLY ILLUMINATED ACRYLIC FACED SIGN WITH SEALED UGHTBOX MOUNTED TO BULKHEAD. FLUORESCENT FITTINGS ACCESSED BY HINGED FRONT PANEL. SUPPLIED BY P /P. 0 5/8" SMOOTH FINISH HINGED ROLLER DOOR ACCESS PANELS MDF OR SIMILAR. PAINT FINISH TO MATCH PORTAL PLYWOOD P4. PANELS TO HAVE GRAPHICS APPLIED TO FACE. INSTALL EPCO //E505 -14 LATCH. 03/4" CUBICLE PARTITION SYSTEM. SUPPLIED BY P/P INSTALL BY GC. 0%2" CEMENT'T1OUS BOARD BACKING TO TILES FIXED TO FRAMING TO MANF. DETAILS. 71 FREESTANDING WALL RACK /DISPLAY SYSTEM ON LEVELING FEET SLOTTED FRONT CHANNELS FOR DISPLAY SHELVING /PRONGS. UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATIONS THRU REAR RAILS. SUPPLIED BY P /P. 72 MANUFACTURED SHELVES ADJUSTABLE HEIGHT ON BRACKETS AND SLOTS. 2 LAYERS 3/4" PLYWOOD PAINT FINISHED WITH SELECTED SPRAY LACQUER PAINT SYSTEM. SUPPLIED BY P /P. 0 OVERLAPPING FLUORESCENT UGHT FIXTURES UPLIGHTING WALL ABOVE WALL DISPLAY UNITS. LIGHTS MOUNT ONTO CONTINUOUS 6" METAL STUD CHANNEL ATTACHED TO TOP OF RACK FRAMING. 0 FREESTANDING WALL RACK /DISPLAY SYSTEM ON LEVELING FEET, REAR SLOTTED METAL POSTS FOR DISPLAY BRACKET (POWDER COAT FINISH). UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATIONS TOP AND BOTTOM ON RETURN LEGS. P/P SUPPLY. @ FREESTANDING WALL RACK /DISPLAY SYSTEM TOP SECTION TELESCOPING INSIDE LOWER LEG. REAR SLOTTED METAL POSTS FOR DISPLAY BRACKETS (POWDER COAT FINISH). UNIT ATTACHED TO DEMISING WALL AT FIXING LOCATION AT TOP ON RETURN LEGS. 7/16" GAP BETWEEN TOP OF POST AND CEILING. SUPPLIED BY P /P, 0 1 5/8" X 3/4" WOOD FURRING (PLY EDGE TAPED)A1TACHED EACH SIDE OF METAL POST LEGS WITH S/S SQUARE DRIVE SCREWS. PAINT FINISHED WITH P4 PAINT SYSTEM. SUPPLIED BY P /P. 6" METAL STUD CHANNEL CONTINUOUS BRACING SCREWED DOWN ONTO TOP OF BACK TO BACK UNITS IN TROUGH. 78 FULL HEIGHT 5o PANEL FOR WALLPAPER GRAPHIC ON 5fi LIGHTWEIGHT MING SYSTEM BUILT ABOVE FRAME SYSTEM RACK BELOW. RETURN PANELS TO DEMISING WALLS 50 AT EACH END, AS OCCURS. 01/2" ACRYLIC / PERSPEX SHEET BARRIER SCREW FIXED TO RAISED FRAMING THRU SKIRTING WITH S/S TEK SCREWS WITH RUBBER ISOLATING WASHERS BOTH SIDES OF PERSPEX. 0 PROFILE CUT LL 1 I ERS (WHITE I" MDF) ADHERED TO FACE OF PORTAL /COLUMN /BULKHEAD INSIDE WINDOW (AS SHOWN) WITH SELECTED DOUBLE SIDED VHB TAPE OR SIMILAR. 0 PROFILE CUT LOGO (WHITE 1" MDF) ADHERED TO FACE OF WALL (AS SHOWN) WITH SELECTED DOUBLE SIDED VHS TAPE OR SIMILAR. ALUMINUM FINISH NOTE: ALL ALUMINUM TRIMS CHANNELS TRACKS etc. TO BE NATURAL SILVER ANODIZED SATIN FINISH. FIRE RATING NOTE: CONTRACTOR TO ENSURE ALL FRAMING MATERIALS THAT ARE REQUIRED TO BE FIRE RATED ARE TREATED TO TESTED FIRE RATING FINISHES PER LOCAL /STATE /NATIONAL CODE REQUIREMENTS. NOTES 1 ALL SHOP GRAPHICS /SIGNAGE ARE PUMPKIN PATCH CLIENT SUPPLY ITEMS. 2 ENSURE FLUORESCENT TUBES ARE NOT VISIBLE FROM ANYWHERE INSIDE OR OUTSIDE TENANCY. REFER DETAILS ON SHEET 12. 3 REFER SHEET 13 FOR TYPICAL PARTITION DETAILS. STOR RONT/PORTAL. I SHEET NUMBER StHG- U604 -13 2 EMEINERREE DATE: 11/2001 JOB NO: 0144 SCALE: 1:4441 - 1:84).43 CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635 -5699 DC D w 00 0 CC 00 I— I— I O w CD O V) _< (...) J D F wp r w < I— U M z REVISIONS A ISSUED FOR REVIEW 30 Nov 01 01 ISSUED FOR CONSTRUCTION 05 Dec 01 STANDARD DATA I I-S RECEIVED CITY of TUKWILA FEB 1 9 2008 PERMIT CENTER 1 REVISION ENUMMEMMIEMINEMIN OPEN SHELVES OPEN RLE SHELVES OPEN SHELVES 7' -10 1/2" A WORKTOP OPEN SHELVES ADJUSTABLE SHELF. ' J SHELF. N. N. N. OPEN SHELVES 1 t 12' x 16GA CONTINUOUS STEEL STRAP BACKING AT SHELVING BY ORY3VALL CONTRACTOR 72 x 16GA CONTINUOUS STEEL STRAP BACKING AT SHELVING BY DRYWALL CONTRA6•IUK. 12" x 16GA CONTINUOUS STEEL STRAP BACKING AT SHELVING BY DRYWALL CONTRACTOR. TYP° FIXING DETAIL 1/2" _ 12 1' RACKING /SHELVING spare 1/2" = 1 3A\ PACKING BENCH PLAN 1/2" = 1 7' -10 1/2" PACKING BENCH ELEVATION 1/2" = 1' 1' -2" 8" ACCESS PANEL LOCA77JN IN COUNTER FLOOR 4A CASHWRAP COUNTER PLAN 1 7/16" -4* COMPUTER 1/2" = 1 8' -11 1/16" 8' -11 1/16" 3' -4 1/16" 1" 1' -10 3/4" UPS /RUBBISH OPEN 1 • AC UPS /RUBBISH 8" LESS PANEL LOCA IN OUNTE. FLOOR 1 COMPUTER CASHWRAP COUNTER REAR ELEVATION 1/2" = 1 ' l / / / CASHWRAP REAR COUNTER PLAN 1/2" = 1' \\ / / \ / r \ / \ / \ / REAR COUNTER FRONT ELEVATION 4G� END ELEVATION 1/2" = 1' CASHWRAP COUNTER FRONT ELEVATION 1/ 2" = 1 7' -6 9/16" 7-6 9/16 REAR COUNTER UNIT 7' -6 9/16 REAR COUNTER UNIT 8'--11 1/16" DISABLED ACCESS COUNTER UNIT 20" X 1'-111/16 COUNTER I UNIT 1/2" = 1 2' -8 5/16 COUNTER UNIT D~ CODE COMPLIANCE 5 APPROV LIAR 5 2 00 City Of Tuiic BUIL�Y4'�'= DPILION Q 2 MiniMiliMMEMEMEM DATE: 11/2007 JOB NO: 0144 SCALE: 1:24941 - 1:43643 CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635-5699 BEIMMEMENIMIMMEN (f) GJD z : Ld 00 v I = w � I- 1- pri Ow (I) IIEEMEIEMMEIIMMMIIMMM REVISIONS A ISSUED FOR REVIEW 30 Nov 01 01 I5SUED FOR CONSTRUCTION 0a Dec 01 RECEIVED CITY OF TUKWILA FEB 19 2008 PERMIT CENTER FIXED ADA COMP 1ANT 1t� U. 11 PURN ITUI?E SHEET NUMBER StHC- USA-14 REVISION EliniMEMEMIIMINIMM MAX 0 TYP 2' -O" TYP 3' -6" GRAB BAR MAX F1 0 ACCESSIBLE TOILET ELEVATIONS 4' -0" TYP ACCESSIBLE FITTING ROOM ELEVATIONS 1/2" = 1 '-O" REFER PLAN ON SHEET 01 FOR HANDING TOILET ROOM 000R SIGN LOCATION 2'--0" TYP UNISEX DESIGNATION SYMBOL - REFER B MALE OR FEMALE DESIGNATION SYMBOL - REFER A P1 TYP 3' -0" GRAB BAR 1/2" = 1' -0" REFER FLOOR PLAN DRAWING 01 FOR HANDING OF BATHROOM 1' -6" REQD 5 " -1" 1YP II u 1 TYP 1' -0" MIN / � O cver � TYP N 1 MIN UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A 12" DIAMETER CIRCLE 1/4' THICK WITH 1/4" THICK TRIANGLE SUPERIMPOSED WITHIN CIRCLE CCR 111.5B.5; ADAAG 4.30.4 WDB1 TYP MIN. WOMEN "::] LLIILRS & NUMBERS ON TACTILE SIGNS SHALL BE RAISED 1/32" MIN. & SHALL BE SANS SERIF UPPERCASE CHARACTERS. ACCOMPANIED BY GRADE 2 BRAILLE . CCR 111.78.5.6.1; ADAAG 4.30.4 ALL TOILET ROOM SIGNS TO BE 1/4" SIGN IN CONTRASTING COLOR, TYP. ACCESSIBLE TOILET REQUIRED SIGNAGE 1/2" = 1' -0" ACCESSIBLE TOILET SIGNAGE 1 1/2" = 1' -0" z - GRADE II BRAILLE 5/8" TO 2" LETTER SIZE 1 1/ = 1' -0" 6 6" ACCESSIBLE TOILET SIGNAGE 8 " , T CVB1 TYP 1 -5" MIN NOTE: PLACE NEAR ACCESSIBLE TENANCY ENTRY 1 1/2" = 1 ' -0" 12" MIN 18" MIN 6 "x6" MIN. SIGN SIZE INTERNATIONAL SYMBOL OF ACCESSIBILITY. WHITE FIGURE ON BLUE DECAL. CCR 11178.5.7 1 INTERNATIONAL SYMBOL OF ACCESSIBILITY TOILET HOOK AND FITTING ROOM ACCESSORY SCHEDULE F1 CLOTHES HOOK - BOBRICK B -6707 SCP UTILITY ® 11! DING ROOM SEAT & BRACKETS. 2 LAYERS 3/4" PLYWOOD WITH EDGES FINISHED WITH PLY EDGE TAPE SYSTEM. PAINT FINISHED P4 PAINT SYSTEM - BY FURNITURE SUBCONTRACTOR. 0 MIRROR 54" x 18" MIN. DIMENSIONS. %" ANNEALED GLASS MIRROR SECURELY ADHERED TO WALL WITH APPROVED MASTIC, PROVIDE SATIN CHROME J' MIRROR TRIM ALL ROUND. NOTE: SEAL "J" TRIM TO WALL ALL ROUND. 0 TOILET ROLL HOLDER - BOBRICK 8 -7686 0 TOILET SEAT COVER DISPENSER - SUPPLY BY P /P. GC TO INSTALL. 0 PAPER TOWEL DISPENSER - BOBRICK 8262 a SOAP DISPENSER - BOBRICK 840 FS MIRROR - BOBRICK B - -165 2436 (36x24°) F 36" GRAB BAR - BOBRICK 6806 42" GRAB BAR - BOBRICK 6806 0 18" GRAB BAR - BOBRICK 6806 A.3 PORTRAIT POSTER SNAPFRAME (PP SUPPLY GC INSTALL) GC NOTE: ENSURE ALL GRAB BARS COMPLY WITH THE LATEST ADA CODE REQUIREMENTS. 10 3 1 n TYP VARIES REFER PLAN N FITTING ROOM ELEVATIONS 1/2" = i'-0" REFER PLAN ON SHEET 01 FOR HANDING EQ 4 , -0 " Q EQ EQ MEWED FOR, CODE COMPLIANCE APPROVWWW MAR - 201313 City Of Tu' BUILDING O EMEIMOMEMMEMMENO DATE: 117200 - 1 JOB NO: 0144 SCALE: 1:24641- 1:43043 CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 () p• J 5 w pp U co v 2 w� z Ow U) U IC O I-- U —I 1- < w < o_ �J LLIM REVISIONS A ISSUED FOR REVIEW 30 Nov O7 01 ISSUED FOR CONSTRUCTION 05 Deo01 RECEIVED CITY OF TUKWIL.A FEB 19 2008 PERMIT CENTER e,4tHROOM ELEVATIONS nl. 4 --- PITTING ROOM EavATIONS SHEET NUMBER StHC- U64-15 0 1 REVISION Platted on 05/12/07 © 12:29 REFER RCP SHEET 03 REFER RCP SHEET P1 TYP O .EFER PLAN OPEN OVERS „e /1 9 PLAT \ 3' DISA DA 5 0 1' -6 MIN. 0 F3 NI E ?00R OPENING Oil IN k DOOR OPENING MAX 0 TYP 2' -O" TYP 3' -6" GRAB BAR MAX F1 0 ACCESSIBLE TOILET ELEVATIONS 4' -0" TYP ACCESSIBLE FITTING ROOM ELEVATIONS 1/2" = 1 '-O" REFER PLAN ON SHEET 01 FOR HANDING TOILET ROOM 000R SIGN LOCATION 2'--0" TYP UNISEX DESIGNATION SYMBOL - REFER B MALE OR FEMALE DESIGNATION SYMBOL - REFER A P1 TYP 3' -0" GRAB BAR 1/2" = 1' -0" REFER FLOOR PLAN DRAWING 01 FOR HANDING OF BATHROOM 1' -6" REQD 5 " -1" 1YP II u 1 TYP 1' -0" MIN / � O cver � TYP N 1 MIN UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A 12" DIAMETER CIRCLE 1/4' THICK WITH 1/4" THICK TRIANGLE SUPERIMPOSED WITHIN CIRCLE CCR 111.5B.5; ADAAG 4.30.4 WDB1 TYP MIN. WOMEN "::] LLIILRS & NUMBERS ON TACTILE SIGNS SHALL BE RAISED 1/32" MIN. & SHALL BE SANS SERIF UPPERCASE CHARACTERS. ACCOMPANIED BY GRADE 2 BRAILLE . CCR 111.78.5.6.1; ADAAG 4.30.4 ALL TOILET ROOM SIGNS TO BE 1/4" SIGN IN CONTRASTING COLOR, TYP. ACCESSIBLE TOILET REQUIRED SIGNAGE 1/2" = 1' -0" ACCESSIBLE TOILET SIGNAGE 1 1/2" = 1' -0" z - GRADE II BRAILLE 5/8" TO 2" LETTER SIZE 1 1/ = 1' -0" 6 6" ACCESSIBLE TOILET SIGNAGE 8 " , T CVB1 TYP 1 -5" MIN NOTE: PLACE NEAR ACCESSIBLE TENANCY ENTRY 1 1/2" = 1 ' -0" 12" MIN 18" MIN 6 "x6" MIN. SIGN SIZE INTERNATIONAL SYMBOL OF ACCESSIBILITY. WHITE FIGURE ON BLUE DECAL. CCR 11178.5.7 1 INTERNATIONAL SYMBOL OF ACCESSIBILITY TOILET HOOK AND FITTING ROOM ACCESSORY SCHEDULE F1 CLOTHES HOOK - BOBRICK B -6707 SCP UTILITY ® 11! DING ROOM SEAT & BRACKETS. 2 LAYERS 3/4" PLYWOOD WITH EDGES FINISHED WITH PLY EDGE TAPE SYSTEM. PAINT FINISHED P4 PAINT SYSTEM - BY FURNITURE SUBCONTRACTOR. 0 MIRROR 54" x 18" MIN. DIMENSIONS. %" ANNEALED GLASS MIRROR SECURELY ADHERED TO WALL WITH APPROVED MASTIC, PROVIDE SATIN CHROME J' MIRROR TRIM ALL ROUND. NOTE: SEAL "J" TRIM TO WALL ALL ROUND. 0 TOILET ROLL HOLDER - BOBRICK 8 -7686 0 TOILET SEAT COVER DISPENSER - SUPPLY BY P /P. GC TO INSTALL. 0 PAPER TOWEL DISPENSER - BOBRICK 8262 a SOAP DISPENSER - BOBRICK 840 FS MIRROR - BOBRICK B - -165 2436 (36x24°) F 36" GRAB BAR - BOBRICK 6806 42" GRAB BAR - BOBRICK 6806 0 18" GRAB BAR - BOBRICK 6806 A.3 PORTRAIT POSTER SNAPFRAME (PP SUPPLY GC INSTALL) GC NOTE: ENSURE ALL GRAB BARS COMPLY WITH THE LATEST ADA CODE REQUIREMENTS. 10 3 1 n TYP VARIES REFER PLAN N FITTING ROOM ELEVATIONS 1/2" = i'-0" REFER PLAN ON SHEET 01 FOR HANDING EQ 4 , -0 " Q EQ EQ MEWED FOR, CODE COMPLIANCE APPROVWWW MAR - 201313 City Of Tu' BUILDING O EMEIMOMEMMEMMENO DATE: 117200 - 1 JOB NO: 0144 SCALE: 1:24641- 1:43043 CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 () p• J 5 w pp U co v 2 w� z Ow U) U IC O I-- U —I 1- < w < o_ �J LLIM REVISIONS A ISSUED FOR REVIEW 30 Nov O7 01 ISSUED FOR CONSTRUCTION 05 Deo01 RECEIVED CITY OF TUKWIL.A FEB 19 2008 PERMIT CENTER e,4tHROOM ELEVATIONS nl. 4 --- PITTING ROOM EavATIONS SHEET NUMBER StHC- U64-15 0 1 REVISION Platted on 05/12/07 © 12:29 REFER RCP SHEET 03 REFER RCP SHEET P1 TYP \ \ 7' -8 1/2” „z /i 9 -,L k \\ MAX 0 TYP 2' -O" TYP 3' -6" GRAB BAR MAX F1 0 ACCESSIBLE TOILET ELEVATIONS 4' -0" TYP ACCESSIBLE FITTING ROOM ELEVATIONS 1/2" = 1 '-O" REFER PLAN ON SHEET 01 FOR HANDING TOILET ROOM 000R SIGN LOCATION 2'--0" TYP UNISEX DESIGNATION SYMBOL - REFER B MALE OR FEMALE DESIGNATION SYMBOL - REFER A P1 TYP 3' -0" GRAB BAR 1/2" = 1' -0" REFER FLOOR PLAN DRAWING 01 FOR HANDING OF BATHROOM 1' -6" REQD 5 " -1" 1YP II u 1 TYP 1' -0" MIN / � O cver � TYP N 1 MIN UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A 12" DIAMETER CIRCLE 1/4' THICK WITH 1/4" THICK TRIANGLE SUPERIMPOSED WITHIN CIRCLE CCR 111.5B.5; ADAAG 4.30.4 WDB1 TYP MIN. WOMEN "::] LLIILRS & NUMBERS ON TACTILE SIGNS SHALL BE RAISED 1/32" MIN. & SHALL BE SANS SERIF UPPERCASE CHARACTERS. ACCOMPANIED BY GRADE 2 BRAILLE . CCR 111.78.5.6.1; ADAAG 4.30.4 ALL TOILET ROOM SIGNS TO BE 1/4" SIGN IN CONTRASTING COLOR, TYP. ACCESSIBLE TOILET REQUIRED SIGNAGE 1/2" = 1' -0" ACCESSIBLE TOILET SIGNAGE 1 1/2" = 1' -0" z - GRADE II BRAILLE 5/8" TO 2" LETTER SIZE 1 1/ = 1' -0" 6 6" ACCESSIBLE TOILET SIGNAGE 8 " , T CVB1 TYP 1 -5" MIN NOTE: PLACE NEAR ACCESSIBLE TENANCY ENTRY 1 1/2" = 1 ' -0" 12" MIN 18" MIN 6 "x6" MIN. SIGN SIZE INTERNATIONAL SYMBOL OF ACCESSIBILITY. WHITE FIGURE ON BLUE DECAL. CCR 11178.5.7 1 INTERNATIONAL SYMBOL OF ACCESSIBILITY TOILET HOOK AND FITTING ROOM ACCESSORY SCHEDULE F1 CLOTHES HOOK - BOBRICK B -6707 SCP UTILITY ® 11! DING ROOM SEAT & BRACKETS. 2 LAYERS 3/4" PLYWOOD WITH EDGES FINISHED WITH PLY EDGE TAPE SYSTEM. PAINT FINISHED P4 PAINT SYSTEM - BY FURNITURE SUBCONTRACTOR. 0 MIRROR 54" x 18" MIN. DIMENSIONS. %" ANNEALED GLASS MIRROR SECURELY ADHERED TO WALL WITH APPROVED MASTIC, PROVIDE SATIN CHROME J' MIRROR TRIM ALL ROUND. NOTE: SEAL "J" TRIM TO WALL ALL ROUND. 0 TOILET ROLL HOLDER - BOBRICK 8 -7686 0 TOILET SEAT COVER DISPENSER - SUPPLY BY P /P. GC TO INSTALL. 0 PAPER TOWEL DISPENSER - BOBRICK 8262 a SOAP DISPENSER - BOBRICK 840 FS MIRROR - BOBRICK B - -165 2436 (36x24°) F 36" GRAB BAR - BOBRICK 6806 42" GRAB BAR - BOBRICK 6806 0 18" GRAB BAR - BOBRICK 6806 A.3 PORTRAIT POSTER SNAPFRAME (PP SUPPLY GC INSTALL) GC NOTE: ENSURE ALL GRAB BARS COMPLY WITH THE LATEST ADA CODE REQUIREMENTS. 10 3 1 n TYP VARIES REFER PLAN N FITTING ROOM ELEVATIONS 1/2" = i'-0" REFER PLAN ON SHEET 01 FOR HANDING EQ 4 , -0 " Q EQ EQ MEWED FOR, CODE COMPLIANCE APPROVWWW MAR - 201313 City Of Tu' BUILDING O EMEIMOMEMMEMMENO DATE: 117200 - 1 JOB NO: 0144 SCALE: 1:24641- 1:43043 CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 () p• J 5 w pp U co v 2 w� z Ow U) U IC O I-- U —I 1- < w < o_ �J LLIM REVISIONS A ISSUED FOR REVIEW 30 Nov O7 01 ISSUED FOR CONSTRUCTION 05 Deo01 RECEIVED CITY OF TUKWIL.A FEB 19 2008 PERMIT CENTER e,4tHROOM ELEVATIONS nl. 4 --- PITTING ROOM EavATIONS SHEET NUMBER StHC- U64-15 0 1 REVISION Platted on 05/12/07 © 12:29 REFER RCP SHEET 03 REFER RCP SHEET MECHANICAL PLAN SCALE: I/4 " =1L0" 11 NOTED: ALL DUCTWORK UPSTREAM OF TH)w VAV BOXES SHALL BE CONSTRUCTED TO A 4" PRESSURE CLASSIFICATION r ION) S ". GD4 240 CFM 8"0 GD4 240 CFM 5 " 0 GD4 $ GD4 240 CPM a."4 0174 240 GFM@ S" CD4 240 CFM 5 "0 GD4 I � 240 CM! S O GD4 13"4 GD4 250 GFM S"el GD4 -_� GPM I2" MEDI PRESSURE CONNECT TO EXIS'IN6 20 "4' MEDIUM PRE551RE DUCT, VFRIFY LOCATION I6 MEDIUM F E55URE • NNECT TO EXI5 FRI=SSIRE DUCT, NOTE: VUCT DI IN STOC M Ih AFF 2 "0 4 FM 6 12 MEDIUM ATION IO' -0" i t J REVIEWED FOR CODE COMPLIANCE APPROVE MAR 5 200B City Of 'Tukwila. RUILDIM . DPrSI0N DATE: issue For Permit /Construction 1/28/08 JOB NO: 0778 DRAWN: MAH CHECKED: JJE 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635-5699 1 CL INO N) Elmendorf& Associates Mechanical Engineers 2518 East Bay Drive, NW Gig Harbor, WA 98335 253 - 858 -5885, 253 -858 -5884 FAX Jas 3-3-09 REVISIONS RECEIVED CITY OF TUKWILA FEB 19 2008 PERMIT CENTER MECHANICAL. ^p PL. SHEET NUMBER ��TF 4PPROi/ 4AIp R C - Q(44a 1 .1 C R I LL!, R 4 D 1'4CHAN 1 CAL SYMBOLS MARK GFM - DESGR1PTION (E) 8 "42 GD4 EXISTING (N) 3 NEW (AC) TITUS TDCA 1^1/ I SX1 S NECK 4 ADAPTOR 24X24 FACE ABOVE CEILING UTR 2 -104AY OPPOSED WITH TRM PLASTER FRAME UP TI-}RU ROOF 1N/ CAP 4 FLASHING SA VGGF SUPPLY AIR RA 515 RETURN AIR EA Mk EXHAUST AIR OA OUTSIDE AIR FD FIRE DAMPER $DD BACKDI AFT DAMPER VI VIBRATION ISOLATOR (AL) ACOUSTICALLY LINED PLENUM OR DUCT SECTION 0 WALL THERMOSTAT, UP 4' -6" SD DUCT MOUNTED SMOKE DETECTOR (SEE ELEC.) WSR WALL SUPPLY DIFFUSERS WRG WALL RETURN GRILLE GEC CEILING EXHAUST GRILLE GRG CEILING RETURN GRILLE RCP ROUND CEILING DIFFUSER CD4,CD3,ETG CEILING DIFFUSER; 4 WAY, 3 NAY, ETC. I 1 VOLUME DAMPER (VD) FLEXIBLE DUCT CONNECTION (FC) IN } ® SECTION THRU SUPPLY AIR DUCT 0 SECTION THRU RETURN AIR DUCT SECTION THRU EXHAUST OR OUTSIDE AIR DUCT ® GROSS HATCHING OF DUCT SECTION INDICATES PENETRATION OF DUCT UP THRU ROOF OR NEXT FLOOR. C R I LL!, R 4 D I fzFUSER SCHEDULE TAO MFR. 1 MODEL GFM - BORDE R rrFE REMARKS 8 "42 GD4 TITUS TDCA W/ ISXiB NECK 4 ADAPTOR 24X24 FACE S "P NECK 3 4 -1^1AY WITH TRM PLASTER FRAME 8 "4) CD2 TITUS TDCA 1^1/ I SX1 S NECK 4 ADAPTOR 24X24 FACE S "dP NECK 3 2 -104AY OPPOSED WITH TRM PLASTER FRAME 24X24 CRG TITUS SOF VGGF 3 WITH TRM PLASTER FRAME VAV 15OX SHU! MARK TIRANE MODEL SIZE GFM - BOX ,(„ O) REMARKS MAX MIN PH VGGF 16 "c 3180 1210 0.15 r MATT PAGE INSULATION 4 PRESSURE 110EPENDANT MALL APPROVED MC CONTROLS 14? W/PAGTORY CURB et 131DD CONTROLLED ELY SENSOR SEE ELEC. DWECS A sk VGGF S "01 180 515 0.15 (* MATT PAGE INSULATION 1~ PRESSURE I•DEPEWANT MALL APPROVED PDC CONTROLS Mk w EXHAUST FAN SCHEDULE MARK MODEL GFM "5F ELECTRICAL REMARKS HP VOLTS PH G REENHEGK CAB --'7o 100 _5 1/4 120 14? W/PAGTORY CURB et 131DD CONTROLLED ELY SENSOR SEE ELEC. DWECS A sk NOTE: PROVIDE CONTROLS PER MALL STANDARDS. CONTROLS SHALL BE INSTALLED $T A MALL APPROVED CONTROLS CONTRACTOR VOLUME DAMPER. ROUND BRANCH DUCT TAKEOFF. RECTANGULAR TO ROUND HIDE HOUTFf TEE. SCALE: NTS J IL 1 TYPICAL BRANCH DUCT TAKEOFF RETANGULAR DUCT MAIN. ACGOUSTIC L {NING. EMENNENNIMMEMEMMEM DATE: Issue For Permit /Construction 1/28/08 JOB NO: 0778 DRAWN: MAH - CHECKED: JJE 711 N. FIELDER RD. ARLINGTON, TX 760_12 PH: (817) 635 -5696 FAX: (817) 635 -5699 U) z cL Elmendorf & Associates Mechanical Engineers 2518 East Bay Drive, NW Gig Harbor, WA 98335 253 -858 -5885, 253-858-5884 FAX IDCPIRES 3-3-09 1 REVISIONS RECEIVED CITY OF TUKWILA FEB 19 2008 PERMIT CENTER TIECi-h iNICs4111. SC1- UL .ES AND DEu ,4«S SHEET NUMBER 2.1 MECHANICAL SPECIFICATIONS SECTION 15600 - HEATING, VENTILATING AND AIR CONDITIONING 1.00 - GENERAL 1.01 SCOPE OF WORK Provide and install complete and operational HVAG system as indicated on the drawings and in this specification. Work shall include, but not be limited to the following: A. Heating, ventilating * air conditioning systems, including all component parts. a Air distribution system including grilles, registers, diffusers 4 ductwork. G. Flashing and sealing of roof penetrations for water tightness. D. Toilet exhaust systems. E. Licenses, permits and associated fees. F. bangers and support systems for air conditioning units, ductwork and piping. G. Complete Temperature Controls, including all components necessary. 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS A. Plumbing Section 15400 B. Testing and Balancing Section I5 c100 G. Electrical Section 16000 D. Fire Protection Section 15500 1.05 EXAMINATION OF SITE A. Contractor shall visit site and verify all existing conditions prior to submitting bid to familiarize himself with all existing conditions including entrance and exit facilities, elevator limitations, hours of permitted by the building for transportation of equipment and materials. Contractor must satisfy himself as to the nature and scope of the work and difficulties that affect the execution and completion of the work. The contractor shall examine all existing structural conditions, take all necessary measurements and note existing conditions for the purpose of moving equipment into the building. S. Submission of a bid will be construed as evidence that such an examination has been made and later claims for labor, equipment or materials required, or for any difficulties encountered which could have been avoided had a proper examination been made will not be compensated for or recognized. 1.04 DRAWINGS A. The drawings are generally diagrammatic and Indicate general arrangement of equipment, ducts and piping. S. The contractor shall coordinate his work with all contract drawings and drawings of other trades to verify spaces in which work will be installed. Maintain maximum headroom and space conditions at all locations. G. The contractor shall without extra charge, make reasonable modifications in the layout as needed to prevent conflict with work of other trades and structural members- • or for the proper execution of work. 1.05 RULES AND REGULATIONS: A. The work and materials shall conform and comply to the International Plumbing and International Mechanical Code, National Energy Code, National Electrical Code, Notional Fire Protection Association and all applicable ordinances and Godes of the authority having jurisdiction. Furnish without any extra charge, any additional material and labor when required to comply with these laws, ordinances and codes though the work be not mentioned in this division or shown on the drawings. 8. Contractor shall obtain all approvals, tests, inspections and permits, and pay all necessary fees for all work pertaining to this project. All agencies having jurisdiction shall be complied with. 1.06 SHOP DRAWINGS AND MATERIAL SUBMITTALS A. Submit for review to Pumpkin Patch (6 copies) a complete and all - inclusive list of all equipment and materials, including automatic temperature controls, cuts of equipment, sequence of operation, ductwork and proposed for use, accompanied by manufacturer's data sheets giving sizes, capacities, etc. Data shall be forwarded in a single package written 15 days after award of contract. contractor shall not install any equipment without Engineer's approval. 5. A set of shop drawings shall be prepared and delivered to Pumpkin Patch by the contractor showing all equipment, ductwork, piping, and air outlets as installed in the field, Including all sizes and changes to the original design prior to construction. A set of reproducibles, along with three sets of blueprints of these shop drawings shall be delivered to Pumpkin Patch. These drawing shall be modified to represent 'as- built" conditions upon completion of the work. A set of reproducibles with three sets of bluelines shall be delivered to Pumpkin Patch prior to final acceptance of this poject. G. The contractor shall coordinate his work with architectural drawings, final ceiling layout, lighting and work of other trades. 1.07 ELECTRICAL WORK A. The following electrical work shall be part of division 15 performed in accordance with division 16 specifications. B. Mechanical contractor shall verify the electrical characteristics required of all equipment with the electrical drawings, electrical contractor, and field conditions prior to ordering any equipment. C. All power wiring shall be by electrical contractor, mechanical contractor shall provide all controls and control and interlock wiring, wiring diagrams, relays, starters and motors for all mechanical equipment. Starters shall have ION voltage protection and built -in thermal overload protection. 1.08 OPERATION MANUALS AND OWNER INSTRUCTIONS A. Contractor shall furnish operating and maintenance instruction including control all control systems at the completion of the installation. Submit three copies of bound manuals. B. At the completion of work the contractor shall in the conjunction with the Pumpkin Patch's representatives, arrange a meeting to instruct the maintenance contractor. Contractor shall fully instruct all details of operation and maintenance for the equipment provided. Contractor shall provide equipment check list shown on these drawings. 1.0 GUTTING AND PATCHING A. The contractor shall do all cutting, drilling and patching which may be required for the installation of the work under this specification. B. Fetching shall be of the same workmanship, material and finish, and shall match accurately all surrounding construction in a manner satisfactory to the Architect / Engineer. G. No cutting of the structure shall be permitted without written approval of the Architect/ Engineer. D. Existing ducts, pipes, utilities, etc. that are damaged during the construction period, whether or not due to the contractor's negligence shall be repaired or replaced by the contractor and left in a condition satisfactory to the Engineer. E. The space around pipes, ducts, utilities, etc. penetrating rated walls, shall not exceed 1/2 inch and shall be packed solid with mineral wool or equivalent. perimeter shall be closed off by tight fitting metal escutcheons on both sides of this construction as required by applicable codes. 1.10 GUARANTEE The Contractor shall leave the entire installation In complete working order free from any defective material, workmanship or finish. He shall guarantee to repair or replace, without charge, defects due to faulty workmanship or material fora period of one year from the date of filing of the Notice of Completion. 2.00 - PRODUCTS 2.01 DUCTWORK A. All ductwork shall be galvanized sheet steel of gauges called for in ASHRAE and SMACNA guidelines 8 standards. Complete installation shall comply with the latest SMACNA standards. All ductwork shall be sealed tight not to exceed 596 air leakage. Seal all ducts in accordance with seal class °B" 2 inch as per SMAGNA standards. Materials shall be clearly stamped or marked with grades and gauges. ru.se.'ts slna d \\ be. se a4\e_ ` +n a;�aca�oce wi n S chid R - i g B. Round sheet metal shall be United Sheet Metal spiral "Uniseal" with Uniform fittings, machine formed or approved equal. C. Provide low leakage adjustable volume damper at the end of each branch duct just upstream of the flexible duct connection to the diffuser to allow for balancing of system. Access to volume damper shall be from diffuser which shall have a plaster frame which it shall rest in. The diffuser shall be lifted and the volume damper shall be located to be easily reached from the diffuser's plaster frame opening. Where shown on drawings or where required by space limitations, access panels shall be provided in ceiling for volume damper access. 2.02 DUCTWORK ACCESSORIES A. Damper Operators: 1. Ducts with external 2. Ducts with internal approved equal. B. Flexible Connections: metal attachment. 2.05 AIR DEVICES 5.00 - INSTALLATION AND EXECUTION 5.0I INSTALLATION REQUIREMENTS A. Ductwork: 3.02 VIBRATION ISOLATION 5.02 TESTING AND BALANCING insulation: Ventlock #637, PvraDyne, Yovng, or approved equal. insulation and /or no insulation: Ventiock #655, DuraDyne, Young, or 1.01 Ventfabrics "Ventglas ", DuraDyne, or approved equal, U.L. approved with G. Air Extractor: Titus -AG or approved equal. D. Duct turning vanes shall be in accordance with SMACNA Duct Manual for hollow double thickness turning vanes. E. Round branch take -off fittings from rectangular ducts fittings shall be 45° rectangular wide mouth tees. F. Support ductwork according to the SMACNA Duet Manual and the drawings. G. Duct Access Doors: Ventfabrres, Ventiock, or approved equal, insulated access doors. Provide with all hardware and sealant. Access doors at fire dampers shall be Ruskin Manufacturing Co_ approved type only. H. "Ductmate" connections may be used whenever possible. Ductwork having other type of joints shall be sealed with duct sealant of a non - hardening type mastic or liquid elastic sealant, such as " Pura Dyne" type S-2 or approved equal. I. Duct Hangers: I. Band Hangers: same material as ducts. 2. Rod -Type Hangers: Mild low carbon steel, fully threaded at each end with 2 removable nuts each end for positioning and locking rod in place. Must be galvanized. ,J_ Curved elbows shall have centerline radius equal to one and one -half times duct width in plane of turn. K. Square elbows shall have turning vanes. Miter elbows (not square) shall have turning vanes 3 inches o.c. L. Volume dampers shall be constructed to SMACNA Standards and shall be American Warming and Ventilating, Inc. series "VC" or approved equal. A. Diffusers: Titus model TDGA with TRisi plaster frame or as shown on plans. Provide sizes and type as shown an plans. Provide with volume dampers or extractors at diffuser as shown on plans or as required to allow for proper balancing of system. Paint entire Interior flat black. Provide Thermafuser TF -HG heating/cooing diffusers in office as indicated on plans. B. Return Grilles and Exhaust Registers: Titus model 5OF with TRM piaster frame. Provide with accessories as shown on drawings. 2.04 FIRE DAMPERS Fire and Smoke Dampers: Ruskin or approved equal. All fire and smoke dampers shall be UL listed and NFPA approved. Damper shall be located out of air stream, installed in accordance with their requirements and rated for use in Dynamic System. 2.05 INSULATION A. Material: Owens - Corning or approved equal 1 -1/2 inch reinforced foil faced fiberglass (vapor sealed) insulation. Install in accordance with Manufacturer's recommendations. B. Flame spread index and smoke- density ratings shall not exceed 25 and 50, respectively. G. Acoustically Lined Ductwork and Plenums: I. Acoustically line rectangular ductwork as shown on plans and within ten feet of any fan. 2. Acoustical internal insulation shall be 1" Owens - Corning Fiberglas coated duct liner board or approved equal. Duct sizes shown on drawings are inside clear dimensions. Apply insulation with Manufacturer's approved adhesives, mastics and mechanical fasteners. 5.01 D. Pips insulation: 500 degrees "Snap On or approved equal sectional pipe covering with factory applied all service jacket and joint with ASJ butt strips, i" thick ittings and valves shall be insulated with " nap Form" PVC covered insulation system. 2.06 TEMPERATURE CONTROL SYSTEM Provide complete control system as shown on plans and as necessary for proper control of all mechanical systems. Controls shall be by Ac unit manufacturer as shown on plans. 2.01 REFRIGERANT PIPING Type AGR refrigerant tubing, vacuum sealed deoxidized and dehydrated. install "Semco Trisolator" 500 isolators at all piping attachments to buildinngg. Insulate with 1" thick Armstrong Armafiex or Rubatex flexible rubber insulation, sealed with approved mastic. For insulation located outdoors, apply two coats aerobol emulsion and wrap with fiberglass mesh. I. Install all ductwork straight and level and to provide maximum headroom. 2. Properly seam, brace, stiffen, support, and render ducts air tight. Where SMACNA plates indicate duct stiffeners or reinforcing angles, install continuous angles around all four sides. 3. Adjust ducts to suit local conditions and if necessary to accomplish this, dimensions may be changed b maintaining cross -sectional areas. All changes must be approved by the Engineer. 4. Diagonally or transversely crossbreak all panels on metal rectangular ducts over 16 inches in either direction. 5. Tapers: Pitch sides of duct in "diverting" or "converging" air flow with a maximum of I to 1 tapers. 6. Tape all transverse and longitudinal duct and plenum joints and field formed seams airtight. 1. Install seismic restraints and duct hangers as specified in SMACNA guidelines. S. Duct branches shall be fitted with volume dampers where shown on drawings and where required, extraction dampers. All accessible volume controls shall have locking quadrants. All inaccessible controls (dampers, etc.) shall be provided with permanent extensions to accessible spaces. 9. Air inlets, outlets shall be properly set in place and are to have hang wires in all four corners or as required by mail or local code. Registers and grilles shall be tightly sealed. A. Install all new AG units and exhaust fans with approved vibration isolators with seismic restraints. submit isolators to Engineer for approval. Make duct connections and arrange ductwork to minimize all transmission of vibration and /or fan noise. A. Balancing of air conditioning system will be performed by an independent test and balancing agency. The mechanical contractor shall Cooperate with the selected test and balance agency in the following manner: B. Provide sufficient time before final completion date so that test and balancing can be accomplished. C. Provide immediate labor and tools to make corrections when required without undue delay. Install balancing dampers, belts and pulleys as required by test and balance agency. D. The contractor shall put all heating, ventilating and air conditioning systems and equipment into full operation and shall continue the operation of same during each working day of testing and balancing. E. Testing and balancing agency shall be kept informed of any major changes made to system during construction and shall be provided with complete cis -built drawings. F. Tenant must furnish Landlord's Construction Superintendent at site with two (2) copies of certified Air Balance Report. The Balance Report must be approved before Tenant will be permitted to open for business. END OF SECTION 1.00 - GENERAL A. 1.02 1.03 5.00 A. Perform systems balancing in strict accordance with the test procedures established by Associated Air Balancing Council. 8. The test and balance shall be performed upon completion of the HVAG systems and after completion of the general operating test. C. Prior to starting the AG equipment, the contractor shall install a new set of fitters. After testing and balancing is complete a new set of fitters shall be Installed as a final change before the store stocking process. 1.05 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Diagram of system tested with outlets identified by numbers keyed to the test report sheets. Diagram showing location, type and unit served of all thermostats. 13. Each equipment shall be identified by equipment service number, manufacturer model number and serial number, motor H.P. motor nameplate voltage, motor RPM, actual and design static pressure, actual outlet velocity, and actual and design CFM. Each air outlet shall be identified with manufacture model number, size, velocity, correction factor, actual and design GI Each coil shall be identified by equipment service number, manufacture model number and size, number of roes, total cfm, air inlet and outlet dry bulb and wet bulb temperatures, and whether DX coil, chilled water coil, hat water coil, electric strip, etc.. If water coil indicate water inlet and outlet temperatures and GPM. A. G. D. Traverse reading of main supply, return and outside air ducts to establish air quantities. Teat and record temperatures from main supply during full heating and full cooling. Report in writing with the balancing report any discrepancies on items not installed in accordance with HVAC drawings and specifications. As part of the mechanical work the mechanical contractor will make any changes in the pulleys, belts and dampers or the addition of dampers required for the correct balance as recommended by the air balance agency, at no additional cost. 2.00 - PRODUCTS (Not Applicable) E. F. H. A. S. G. D. E. Section I5c10O - TESTING, ADJUSTING AND BALANCING DESCRIPTION The system balancing contract shall be performed under a separate contract from the HVAG contract. Balancing of the systems shall be performed by an independent test and balancing agency, which specializes in the balancing and testing of HVAG systems. The balancing contractor shall be a member of the Associated Air Balancing Council or approved equal organization. Document shall be certified by a Registered Testing and Balancing Engineer. SCOPE OF WORK Provide test and balance reports. For extent of mechanical work to be performed by the mechanical contractor see specification section 15600. SUBMITTALS Provide (6) six copies of a completion report to Pumpkin Patch for evaluation and approval. Report shall include as a minimum, but not limited to the following design and test balance information: -- EXECUTION ADDITIONAL INFORMATION For Pvmpkin Patch records, test and balance contractor shall complete the following questionnaire and submit with final report: Are the thermostats as specified? yes, no. if not indicate make and model Are the duct joints taped 1941th high pressure duct sealant (United Sheet Metal's United Duct sealer) or ■ ounce canvas saturated with aerobol or hardcast type "DT" as specified? yes, no. How are the connections between the main trunk and flexible duct made? Provide sketch. Note any deviations from the mechanical drawings. Balancing reports will not be considered Complete until all questions noted under "additional information" are completed. 5.03 WARRANTY The test and balance agency shall TnGlude an extended warranty of 4 10 days, after completion of work, during which time Pumpkin Patch, at their discretion, may request a recheck or resetting of any outlet, supply air fan, or exhayst fan as listed in test report. END OF SECTION DATE: Issue For Permit/Construction 1/28/08 JOB NO: 0778 DRAWN: MAH CHECKED: JJE 711 N. FIELDER RD. ARUNGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 1 z Elmendorf & Associates Mechanical Engineers 2518 East Bay Drive, NW Gig Harbor, WA 98335 253 -858 -5885, 253 - 858 -5884 FAX 1EXPIRES 3-3-09 REVISIONS RECEIVED CITY OF TUKWILA FEB 19 2008 PERMIT CENTER MECHANICAL SPEC IPi CAI" iONS ,, f1R4 7 . SHEET NUMBER M31 PLUMBING PLAN SCALE: I/4 ILO" UNDER LAY ONNECT TO EXISTIN4 WASTE AND VENT, N./ER LOCATION L NOMMOMMI DATE: Issue For Permit /Construction 1/28/08 JOB NO: 0778 DRAWN: MAN CHECKED: JJE 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 00 co J Elmendorf & Associates Mechanical Engineers 2518 EastBay Drive, NW Gig Harbor, WA 98335 253 -858 -5885, 253 - 858 -5884 FAX f EXPIRES 3-3-09 REVISIONS RECEIVED CITY OF TUKWILA FEB 19 2008 PERMIT CENTER iiMENEMEMNINEMEMM P1r.L IME:It 4 PI-AN SHEET NUMBER PL.L)MI Ne SYMSOLS /L.!6END SYMBOL ABBREVIATION DESCRIPTION SUPPLY 6 i ; › i n. GOLD WATER. LINE HOT WATER LINT= soil- OR WASTE LINE 1/ENT LINE PIPE SELOH GRADE FLOOR GLEANOUT WALL cLEANOUT TRAP PRIMER VET Ti-iRU ROOF W/ FLASI4INE> VERIFY LOCATION GoNNEGT TO EXISTING ABOVE GEILINF -- --- ----l■• GW H(. ----- -, WATER CLOS ELONGATl D 130WL Hr4NDI .AP l.6CPP LUMIN PLUM51 Ne FIXTURE SCH! LI e MARE: FIXTURE MODEL SUPPLY REMARKS CONNECTIONS IN Ni GW H(. WITH b" SQUAT STRAINER WATER CLOS ELONGATl D 130WL Hr4NDI .AP l.6CPP AMERICAN STD. 2168.128 CADET 11 "H El- 1.6/PA MC QUIRE H -I54LK BEMIS OPEN FRONT SEAT • 4" 2" 1/2" - ® w LAVATORY' H,a.NDIG AMERICAN STD. 0124.024 COMR.ADE SYMMONS b S -O -H FAUCET TRAP 4 STOP AS REGi'D, INSULATE TRAP 4 HW 2" 1 -1/2' 1/2" 1/2" An. �� h MATER HEATER SCHEDULE E TAO MODEL STORAGE REMARKS 1 GHRONOMITE S-SOL - 3 KW 2O8V/ 14), INSTALL UNDER SINK 2 • LINE SIZE WITH b" SQUAT STRAINER F:A I NACRE SCHULE TAC ITEM MODEL* SIZE REMARKS F2:7 .- FLOOR. D1R41N 2 • LINE SIZE WITH b" SQUAT STRAINER PCO . FLOOR C.LEANOUT Z -1400 LINE SIZE SECTION 15400 - PLUMBING 1.00 - GENERAL 1.01 SCOPE OF WORK Provide and install complete and operational Plumbing system as indicated on the drawings and in this specification. Work shall include, but not be limited to the following, A. Water, waste and vent piping systems. B. Verifying location of existing and connection to building water, gas and sewer systems. C. Access panels as shown or required by code. E. Hangers, supports and guides. F. Sacking, and securing fixtures, trim and piping. 5. Caulking and sealing of floor and wall penetrations. H. Plumbing fixtures, trim and accessories. I. Cutting, drilling and patching for plumbing systems. J. Cleanup of Job site and fixtures. K. Licenses, permits and fees. 1.02 RELATED WORK INCLUDED UNDER OTHCR SECTIONS HVAG Section 15800 Testing and Balancing Section 15 Electrical Section 16000 Fire Protection Section 15500 EXAMINATION OF SITE A. Contractor shall visit site and verify all existing conditions prior to submitting bid to familiarize himself with all existing conditions including entrance and exit facilities, elevator limitations, hours of permitted by the building for transportation of equipment and materials. Contractor must satisfy himself as to the nature and scope of the work and difficulties that affect the execution and completion of the work. The contractor shall examine all existing the site and determine where the existing sewer, water and gas are located for the purpose of connecting new systems. B. Submission of a bid will be construed as evidence that such an examination has been made and later claims for labor, equipment or materials required, or for any difficulties encountered which could have been avoided had a proper examination been made will not be compensated for or recognized. 1.04 DRAWINGS A. The drawings are generally diagrammatic and indicate general arrangement of equipment, piping, and fixtures. 5. The contractor shall coordinate his work with all contract drawings and drawings of other trades. C. The contractor shall without extra- charge, make reasonable modifications in the layout as needed to prevent conflict with work of other trades and structural members or for the proper execution of work. 1.05 RULES AND REGULATIONS: A. The work and materials shall conform and comply to the International Plumbing Code, International Mechanical Code, National Energy Code, National Electrical Code, National Fire Protection Association and all applicable ordinances and codes of the authority having Jurisdiction. Furnish without any extra charge, any additional material and labor when required to comply with these laws, ordinances and codes though the work be not mentioned in this division or sloven on the drawings. 13. Contractor shall obtain all approvals, tests, inspections and permits, and pay all necessary fees For all work pertaining to this protect. All agencies having Jurisdiction shall be complied with. I.Ob SHOP DRAWINGS AND MATERIAL SUBMITTALS 1.01 ELEGTRIGAL WORK A. The following electrical work shall be part of division 15 performed in accordance with division 16 specifications. B. Plumbing contractor shall verify the electrical characteristics required a all equipment with the electrical drawings, electrical contractor, and field conditions prior to ordering any equipment. C. All power wiring shall be by electrical contractor. 1.08 OPERATION MANUALS AND OWNER INSTRUCTIONS A. Contractor shall furnish operating and maintenance instruction at the completion of the installation. Submit three copies of bound manuals. B. At the completion of work the contractor shall in the conjunction with the Pumpkin Patch's representatives, arrange a meeting for full instruction of all details of operation and maintenance for the equipment provided. Contractor shall provide equipment check list shown on these drawings. I.04 =TINS AND PATCHING A. The contractor shall do all cutting, drilling and patching which may be required for the installation of the work under this specification. B. Patching shall be of the same workmanship, material and finish, and shall match accurately all surrounding construction in a manner satisfactory to the Architect/ Engineer. G. Na cutting of the structure shall be permitted without written approval of the Architect / Engineer. D. Existing utilities, etc. that are damaged during the construction period, whether or not due to the contractor's negligence shall be repaired or replaced by the contractor and left in a condition satisfactory to the Engineer. E. The space around pipes, utilities, etc. penetrating rated walls, shoal not exceed 1/2 inch and shall be packed solid with mineral wool or equivalent. Perimeter shall be closed off by tight fitting metal escutcheons on both sides of this construction as required by applicable codes. 1.10 GUARANTEE The Contractor shall leave the entire installation in complete working order free from any defective material, worlkrnanship or finish. He shalt guarantee to repair or replace, without charge, defects due to Faulty workmanship or material fora period of one year from the date of filing of the Notice of Completion. 2.00 - PRODUCTS 2.02 INSULATION A. 2.02 HANGERS AND SUPPORTS A. 2.03 A. B. key. D. 3.00 3.01 A. A. Submit for review to Pumpkin patch (6 copies) a complete and all - inclusive list of all equipment and materials proposed for use, accompanied by manufacturer's data sheets giving sizes, capacities, etc. Data shall be forwarded in a single package written 15 days after award of contract. 3.02 contractor shall not install any equipment without Engineer's approval. S. A set of "as- built" drawings shall be prepared by the contractor showing all equipment and piping as installed in the field, including all sizes and charges to the original design. A set of reproducibles, along with one set of blueprints of these "as- buitts' shall be delivered to Pumpkin Patch upon completion of the work and prior to final acceptance of this protect. G. The contractor shall coordinate his work with architectural drawings and work of other trades. 3. All measurements, both horizontal and vertical, shall be based on established lines and levels. Verify alI measurements at site and check the correctness of some as related to the work. 4. Provide valves at all equipment so that it can be easily removed. 8. Piping 1. Install piping as shown on the drawings and straight and direct as possible, forming right angles or parallel lines with building walls, neatly spaced, with risers plumb and true. 2. Piping shall pitch back toward system drain valve and any installed low points or pockets shall have a hose end drain valve. A. 2.01 PIPE AND FITTINGS A. Pipe I. Sanitary, waste and vent: Standard weight cast iron and fittings with "no -hub" couplings. Hub type shall bve required below grade a. Type DWV copper with sanitary drainage fittings may be used. 2. Domestic hot and cold water piping; Type "L" hard drawn copper pipe and wrought copper fittings with 45 -5 tin - antimony solder. 3. Condensate drain piping: Type "M" hard drawn copper pipe with wrought copper solder fittings. 4. Gas piping: a. Schedule 40 black steel with screwed MI fittings for interior. b. Schedule 40 black steel with screwed MI fittings painted with two coats exterior enamel for exterior. Hot and cold water piping shall be insulated with Manville Microiok fiberglass pipe insulation type AP -T pipes or approved equal. 1" thick with a "ic" factor of 0.23 ® 15 degree f mean temperature. Insulation shall have composite insulation, Jacket and adhesive used to adhere the Jacket to the insulation. Fire and smoke hazard rating shall not exceed a flame spread of 25 or smoke development of 50. Superstrut, Grinnell or approved equal: Provide where required by code. A layer of 15 Ib. felt shall be placed between copper and ferrous material. VALVES Gate Valves: 2" and smaller, 5tockham 5-I01, bronze valve, rising stem, class 125. Check valves: 2 -1/2" and smaller, Stockham 8304, bronze valve, swing check valve, class 125. Hose 817: Chicago, Woodford model 24 or equal with vacuum breaker and tamper proof with loose Trap Primer: Precision Products Co. P--I or P -2. - INSTALLATION AND EXECUTION INSTALLATION General I. Install piping and a ppurtenances in accordance with manufacturer's installation procedures, a ppli c able codes and standards, and as specified. 2. Coordinate pipin installation with other work to avoid interference. Coordinate as necessary to ensure that all hangers, supports, sleeves and other built -in devices are incorporated in forms or masonry to avoid necessity of cutting finished structure. 3. Erect a ll piping to obtain sufficient flexibility to prevent excessive bending moments at Joints or connections. 4. Arrange water piping so that system can be completely drained. Where Tines ore purposely pitched for drainage, a uniform grade shall be maintained. Lines shall be so supported as to prevent pocketing of water. no lines shall have pockets due to changes in elevation unless proper provisions for drainage are made. 5. Installed piping shall not interfere with the operation or accessibility of doors and windows; shall not encroach on aisles, passageways and equipment; and shall not interfere with the servicing or maintenance of any equipment. Adjacent pipelines shall be grouped in the some horizontal or vertical plane. 6. Install insulating unions in water piping between copper piping and ferrous piping. 7. install unions adjacent to valves and where necessary to facilitate disassembly of piping. 8. Support piping independently of equipment to which it is connected. HYDROSTATIC TESTS Storm and Sanitary Drainage and Vents I. Tightly close all openings in the entire system and fill it with water to the point of overflowing above the roof. The water level shall be maintained for 24 hours. 2. When piping is tested in sections, test piping with a pressure equivalent to a 10 foot water head. The water level shall be maintained for 24 hours. 3. For piping added , relocated or replaced on existing system, install a test tee at the lowest elevation of each added, relocated or replaced piece of pipe and fill it with water to the overflow level of the next highest fixture outlet or drain. The water level shall be maintained for 24 hours. 8 Domestic Water I. Gap or plug all outlets, apply a hydrostatic pressure of 150 psi and sustain such pressure for 24 hours. 2. For piping added, relocated or replaced on existing systems, apply a hydrostatic pressure of 50 psi above the existing pressure for 24 hours_ END OF SECTION NOTE: PROVIDE THE ATWRE CLOSET TRIP LEVER ON THE OPEN SIDE OF THE WATER CLOSET. ALL MODELS ARE ZURN UNLESS NOTED OTHERI1SiE TOILET AREA � 40 I r 1 -1/2" V-- � t r . I IAiG LV 2" 1.1 FCO WATER ISOMETRI G 4 "W TOILET AREA WASTE ISOMTRIC 95` DATE: Issue For Permit /Construction 1/28/08 JOB NO: 0778 DRAWN: MAH CHECKED: JJE 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 L.r) z REVISIONS N) co rn J Eltnendorf & Associates Mechanical Engineers 2518 East Bay Drive, NW Gig Harbor, WA 98335 253 - 858-5885, 253 -858 -5884 FAX -' RECEIVED CITY OF TUKWILA FEB 19 2008 PERMIT CENTER PLUMBING SCHEDUI-ES AND DETAILS SHEET NUMBER 2,1 SOUTHCENTER MALL SOUTHCENTER LIGHTING CONTROL CABINET "LCC" PROVII E WITH 2HR MAX OVERRIDE & ASTRO TIMECLOCK AND ALL REQUIRED PROGRAMMING AND TESTING PER ENERGY CODE REQMTS. (PCI # LITEKEEPER -16), OR EQUAL A I v1 120V CONTROLS "LV "-8 "LV " -34 "LV "- 20,22,24 "LV -16,18 TO "TT "LV " -36 L PROVIDE FLUSH MOUNTED SHO\N WINDOW RECEPTACLE INICEILIN f AlOyE PER NEC REQUIREMENT L._ . " TYPICAL FOR (2). ; 1 _...._t. CLG ABV N _ I ' /z" CONDU T w /PULLSTRING TO ALARMjPANEL. FIELD VERIFI' L CATIONS i t it IT 1 11 � PROVIbt DELIVEFN BUZZER MOUNTED ABOVE CEILING. CONNECT TO TRANSFORMER MOUNTED IN STOCKROOM. COUNTER LJ LJ LJ EFT DATA1 PHONE DATA2 EFT P0S1 P052 ALL MINTER QUTLETS ARE FACEPLATES MTH DUAL RJ45 CAT5E SOCKETS DATA1 & DATA2 ON COUNTER TO NORMAL TCP /IP STANDARDS EFTPOS1 & EFFPOS2 ON COUNTER CABLE TO CONNECTING DEVICE STANDARD MAIN STOCKROOM 2 E1 FOR INQUIRIES PLEASE CONTACT: colinsc! • umpkinpatch.co.nz +649 272 0765 +6421 607 770 8 PORT ADSL ROUTER SWITCH (P/P CABLE (P /P SUPPLIED) (P /P SUPPUED) SUPPUED) r ----- 1 STOCKROOM CONTROLLER (P /P SUPPUED) ALL STOCKROOM OUTLETS ARE FACEPLATES WITH DUAL RJ45 CAT5E SOCKETS DATA1 & DATA2 IN STOCKROOM TO NORMAL TCP /IP STANDARDS PHONE/FAX /ADSLIN STOCKROOM CABLE TO CONNECTING DEVICE STANDARD TYPICAL WIRING DIAGRAM NO SCALE ■ CAT5E PATCH CABLE DATA1 ADSL PHONE DATA2 E l i FAX CAT5E UTP CABLE PHONE UNE FAX AND ADSL OR BROADBAND EFFPOS /ALARM MONITORING EFTPOS ALARM CONTROL UNIT (SECURITY COMPANY SUPPUED) T_ E1 ti SCALE: 1/4" =1' -0" I 1 TYP-4)I ti'. :.i SEE ARCHITECTURAL DRAWINGS FOR -EXACT LOCATION AND TYPE. inc. TO MGR DESK (DATA) 1"C. TO "TTB" (TELE) "LV" -10,12 r. POWER & SIGNAL PLAN 1. GENERAL NOTES: SECURITY ALARM AND TELEPHONE SYSTEMS SHALL BE INSTALLED BY THE TENANT AFTER FIXTURE INSTALLATION. CONDUIT (WHERE REQUIRED BY LOCAL CODE), BOXES AND PULLWIRES TO BE PROVIDE BY THE ELECTRICAL CONTRACTOR. COORDINATE WITH SECURITY AND TELEPHONE SYSTEMS INSTALLER AT JOBSITE. 2. REFER TO MECHANICAL DRAWINGS FOR EXACT HVAC EQUIPMENT LOCATIONS AND SPECIFICATIONS. VERIFY EQUIPMENT WIRE SIZE, CONDUIT SIZES, CIRCUIT BREAKER AND DISCONNECT SIZES WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN OF ELECTRICAL. 3. ALL CONNECTIONS TO HVAC EQUIPMENT SHALL MADE WITH COPPER COND- DUCTORS ONLY. SIZE CONDUCTORS PER UNIT NAMEPLATE SPECIFICATIONS. VERIFY PRIOR TO INSTALLATION OF CONDUCTORS. 4. ALL DISCONNECT SWITCHES SHALL BE FUSIBLE, SIZE AS REQUIRED. ALL HVAC UNITS SHALL BE FUSED PER EQUIPMENT NAMEPLATE SPECIFICATIONS. ELECTRICAL CONTRACTOR SHALL VERIFY DISCONNECT AND FUSE SIZING WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING MATERIALS. 5. ALL FUSES FOR THIS PROJECT SHALL BE BUSSMAN CLASS RK5 DUAL ELEMENT CURRENT LIMITING WITH AMPERAGES AS INDICATED OR REQUIRED. 6. REFER TO MECHANICAL DRAWINGS FOR CONTROL WIRING. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT FOR CONTROL WIRING AS REQUIRED. COORDINATE WITH MECHANICAL CONTRACTOR AT JOBSITE. 7. FIRE SEAL ALL FIRE WALL PENETRATIONS FOR CONDUITS WITH AN APPROVED FIRE SEALANT AFTER CONDUIT INSTALLATION. FIRE SEAL SHALL PROVIDE EQUAL FIRE RATING AS WALL. 8. 20A, 120V RECEPTACLE AND LIGHTING CIRCUIT CONDUCTORS OVER 75 FT. LONG SHALL BE #10 AWG CONDUCTORS IN LIEU OF #12 AWG. 9. MOUNT ALL FIXTURE JUNCTION BOXES ABOVE ACCESSIBLE CEILING WHEN APPLICABLE. ` 7 SECURITY PANEL INCOORDINATE WITH PUMPKIN PATCH PROJECT MANAGER FOR EXACT LOCATION PRIOR TO ROUGH -IN. LOCATE AND INTERCEPT EXISTING TELEPHONE CONDUIT STUBBED FROM MAIN TELEPHONE BOARD BY LANDLORD AND EXTEND TO NEW — TENTANT_TEL .EPNONE_B.OARD';TTB." FIELD VERIFY EXACT LENGTH PRIOR TO BIDDING. I' 14 "LV" -38/40 #10 ')L " -14 NOTE: ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL INTERCONNECTING CONTROL WIRING, CONTACTORS AND CONDUIT FOR HVAC UNITS AS REQUIRED. PROVIDE SLAVE RELAY AFTER TIMECLOCK w/ NORMALLY OPEN & NORMALLY CLOSED CONTACTS FOR HVAC CONTROL. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. NOTE TO CONTRACTOR THE CONTRACTOR SHALL THOROUGHLY REVIEW THESE ELECTRICAL CONSTRUCTION DOCUMENTS PRIOR TO PREPARING A BID FOR THE ELECTRICAL WORK SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING ELECTRICAL SERVICES AND CONNECTION REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES FOUND PRIOR TO BID. BY SUBMITTING A BID FOR THE ELECTRICAL WORK THE CONTRACTOR IS AFFIRMING THAT THE REQUIRED FIELD VERIFICATION OF EXISTING CONDITIONS HAS BEEN COMPLETED AND ASSUMES FULL RESPONSIBILITY FOR CONFLICTS FOUND AFTER THE AWARD OF THE ELECTRICAL CONTRACT. NO ADDITIONAL COMPENSATION WILL BE CONSIDERED FOR CONFLICTS AND /OR DISCREPANCIES FOUND TO EXIST AFTER THE AWARD OF THE ELECTRICAL CONTRACT. L 120V CONTROLS "LV" -2,4 PROVIDE PUSH - BUTTON, TRANSFORMER, WIRING, BUZZERS & C FOR DELIVERY CALL SYSTEM. PROVIDE Ph" EXTENSION RING EQ OUTLETS @ MANAGER'S DESK TO ALLOW FOR CABINETRY. +40" A.F.F._ a FIT 1 ELECTRICAL ENGINEERING. INC 1 1786 Augusta Ln Ste B, Yuba City, CA 95993 Pic 530.790.0620 Fwc 530.671.9792 EIMMEMIIIMMISOM DATE: 1 -28-08 JOB NO: DRAWN: CHECKED: 07142 JP JL 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635-5699 W cn w 1 EXPIRES 06 -23-08 ENIEEMEIM REVISIONS ISSUED FOR PERMIT /CONSTRUCTION 28 JAN. 08 RECEIVED CITY OF TUKWILA FEB 19 2008 PERMIT CENTER POWER AND SIGNAL PLAN SHEET NUMBER E -1 PROVIDE DISCONNECT, J-BOX AND CONNECTION TO TENANT SIGNAGE. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH SIGNAGE CONTRACTOR IN FIELD PRIOR TO ROUGH -IN OF ELECTRICAL. PORTAL SHOWN HERE FOR CLARITY PORTAL LIGHTING AND SIGNAGE POWER TO BE ROUTED FROM BOTTOM. NO CONNECTIONS AVAILABLE FROM ABOVE. 15 sw 17 PROVIDE OUTLET MOUNTED ABOVE ACCESSIBLE CEILING. FIELD VERIFY EXACT LOCATION. "LV" -13,15 VIA "LCC" 13 SVL1 --- PROVIDE UN- SWITCHED CIRCUIT - FOR EMERGENCY AND NIGHTLIGHT FIXTURES AS REQUIRED, TYPICAL. I "LV " -1,3 VIA "LCC" TO "LCC" 17 EM /NL 17d,e a L--: h LV c LV d LV #14 "LV " -5,7 VIA 9c "LCC" 17d,e 17d,e 17d,e 17d,e — "LV" -9,11 VIA "LCC" "LV" 17 VIA "LAC' tic SWITCHING 17d,e 17d.e .-.-.. __ NOTE: E.C. TO FIELD ADJUST OR STAGGER COVE STRIP FIXTURES AND CABINET FIXTURES AS REQUIRED. FIELD VERIFY. E PROVIDE FLUSH MOUNTED J -BOX WITH FLEX CONNECTION T DISPLAY CABINET MOUNTED LIGHTING. CONDUIT TO BE CONCEALED IN WALL, TYPICAL LIGHTING PLAN SCALE: 1/4" =1' -0" MASTER SWITCH LOCATION "a" - 50% SALES LIGHTING - 50% SALES LIGHTING "c" - SALES DISPLAY LIGHTS "d" - BOH LIGHTING PROVIDE 3- POSITION LOW VOLTAGE SWITCHING. PROVIDE WALL MOUNTED OCCUPANCY SENSOR (HUBBELL #IWSZPM) OR EQUIVALENT. (AUTO ON /OFF 30 MIN MAX) TOGGLE SWITCH TO BE DOWNSTREAM OF ER CONTROL OP�IT ELECTRICAL ENGINEERING, INC 1 1786 Augusta Ln Ste B, Yuba City, CA 95993 Pt 530.790.0620 Fax 530.671.9792 DATE: 1 - 28 - 08 JOB NO: 07142 DRAWN: JP CHECKED: JL 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 LiJ V / z 1_ 0_ J W Li W N) CD (f) E EXPIRES 06 -23-08 IMMVIMIMEN REVISIONS ISSUED FOR PERMIT /CONSTRUCTION 28 JAN. 08 RECEIVED CITY OF TUKWILA FEB 19 2008 PERMIT CENTER ESEEMEIMMINIIIM LIGHTING PLAN SHEET NUMBER E -2 FIXTURE SCHEDULE TAG DESCRIPTION MANUFACTURER VOLTS LAMPS VA MOUNTING REMARKS ROUND SEMI - RECESSED METAL. HALIDE ADJUSTABLE WALL WASHER LITON # LHMB6070A w/ LR6277 -23W 120 1 -70W MH 86 RECESSED l B K 8" DIA RECESSED TWIN LAMP FLUOR. DOWNLIGHT WITH GLASS TRIM LITON # LFHN8242UE w/ LR852W -FR 120 (2) 42W CFL 841 84 RECESSED SAME AS TYPE "B" EXCEPT WITH BATTERY BACKUP. LITON # LFHN8232UE -EM w/ LR852W -FR 120 (2) 32W CFL 841 64 RECESSED CONNECT TO UN- SWITCHED CIRCUIT AS REQUIRED BE 4" RECESSED LOW VOLTAGE DOWNLIGHT w/ELEC TRANS. LITON # LR1424W w/ LH99 -GU10 120 1 -16W LED 16 RECESSED 0 D / RECESSED LOW LEVEL AISLE STEPLIGHT DABMAR # DSL- 1043SS w/ 13WPL1841 120 1 -13W PL 13 RECESSED 4 FT, SINGLE LAMP FLUORESCENT STRIPLIGHT SIMKAR # CH132 -BII -UNV w/ (1) WG140 120 1 -F32T8 -741 40 CHAIN HUNG PROVIDE SURFACE MOUNT WHERE REQUIRED. 0 0 4 FT, SINGLE LAMP FLUORESCENT STRIPLIGHT SIMKAR # CH132 -B1l -UNV 120 1 -F32T8 -741 40 COVE LOW VOLTAGE PENDANT LIGHT WITH INDIVIDUAL TRANSFORMER LITON # LPR1012N -N w/ RS12 -80M 120 1 -16W LED 16 PENDANT 0 RECESSED LED EDGE -LIT EXIT SIGN w /BATT. BACK -UP ROYAL # RXL2IGA 120 w /FIXTURE 5 RECESSED CONNECT TO UN- SWITCHED CIRCUIT AS REQUIRED 441 COMBO EXIT AND TWIN HEAD EMERGENCY LIGHT WITH BATTERY BACK -UP NORA # NEX- 705 -LED /G 120 w/FIXTURE 5 RECESSED CONNECT TO UN- SWITCHED CIRCUIT AS REQUIRED 0 PROVIDE DISCONNECT, J-BOX AND CONNECTION TO TENANT SIGNAGE. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH SIGNAGE CONTRACTOR IN FIELD PRIOR TO ROUGH -IN OF ELECTRICAL. PORTAL SHOWN HERE FOR CLARITY PORTAL LIGHTING AND SIGNAGE POWER TO BE ROUTED FROM BOTTOM. NO CONNECTIONS AVAILABLE FROM ABOVE. 15 sw 17 PROVIDE OUTLET MOUNTED ABOVE ACCESSIBLE CEILING. FIELD VERIFY EXACT LOCATION. "LV" -13,15 VIA "LCC" 13 SVL1 --- PROVIDE UN- SWITCHED CIRCUIT - FOR EMERGENCY AND NIGHTLIGHT FIXTURES AS REQUIRED, TYPICAL. I "LV " -1,3 VIA "LCC" TO "LCC" 17 EM /NL 17d,e a L--: h LV c LV d LV #14 "LV " -5,7 VIA 9c "LCC" 17d,e 17d,e 17d,e 17d,e — "LV" -9,11 VIA "LCC" "LV" 17 VIA "LAC' tic SWITCHING 17d,e 17d.e .-.-.. __ NOTE: E.C. TO FIELD ADJUST OR STAGGER COVE STRIP FIXTURES AND CABINET FIXTURES AS REQUIRED. FIELD VERIFY. E PROVIDE FLUSH MOUNTED J -BOX WITH FLEX CONNECTION T DISPLAY CABINET MOUNTED LIGHTING. CONDUIT TO BE CONCEALED IN WALL, TYPICAL LIGHTING PLAN SCALE: 1/4" =1' -0" MASTER SWITCH LOCATION "a" - 50% SALES LIGHTING - 50% SALES LIGHTING "c" - SALES DISPLAY LIGHTS "d" - BOH LIGHTING PROVIDE 3- POSITION LOW VOLTAGE SWITCHING. PROVIDE WALL MOUNTED OCCUPANCY SENSOR (HUBBELL #IWSZPM) OR EQUIVALENT. (AUTO ON /OFF 30 MIN MAX) TOGGLE SWITCH TO BE DOWNSTREAM OF ER CONTROL OP�IT ELECTRICAL ENGINEERING, INC 1 1786 Augusta Ln Ste B, Yuba City, CA 95993 Pt 530.790.0620 Fax 530.671.9792 DATE: 1 - 28 - 08 JOB NO: 07142 DRAWN: JP CHECKED: JL 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 LiJ V / z 1_ 0_ J W Li W N) CD (f) E EXPIRES 06 -23-08 IMMVIMIMEN REVISIONS ISSUED FOR PERMIT /CONSTRUCTION 28 JAN. 08 RECEIVED CITY OF TUKWILA FEB 19 2008 PERMIT CENTER ESEEMEIMMINIIIM LIGHTING PLAN SHEET NUMBER E -2 n J 2 (E) EPM -4000 INTERFACE- PROVIDE #2 AWG CU GND. TO NEAREST BLDG. STEEL PER NEC REQUIREMENTS. 7 ....,_ , , ,apivegv,....., , ,wavet, RC 174.%11.1.q...VMARMENIWKI:12..G5CGI.L.10.302...UCIMY.SAIMN 11215 0 (E) 200AF 6i) NO SCALE - EXISTING LANDLORD PANEL "1 F" 800A, 277/480V, 30 -4W, 800A (FIELD VERIFY AIC) 1 MI EXISTING LANDLORD METER CENTER - PROVIDE 200A FUSES IN LANDLORD'S ,;UVI jFIE.I.[J VERIFY REQUIREMENTS) ------ EXISTING (4)#250KCMIL. (1)tt4G,AL MC CABLE. EXISTING (3) #3, 1 - #8G, 1 1/4 "C (CONDUIT (E) STUB TO TENANT SPACE BY L.L.) 200AS 200AF ELECTRICAL CONTRACTOR TO INTERCEPT EXISTING TENANT FEEDER & CONDUIT AND EXTEND TO RELOCATED EQUIPMENT AS REQUIRED. NEW 1 "C.w /3 #4THWN CU & 1 # 8 CU GROUND _ [.:i.i.L 1 < 45 KVA DRY-TYPE, 30 TRANSFORMER, a 480V DELTA - 120/208 WYE FLOOR MOUNTED. CLASS 1 EFF. (NEMATP -1) NEW 2 "C. w/4 # 3/0 THWN CU & 1 # 6 CU GROUND ONE LINE DIAGRAM NOTE: E.C. TO FIELD VERIFY ALL ELECTRICAL EQUIPMENT AND SIZES FOR CONDUIT, WIRE, AND BREAKERS. E.C. SHALL MAKE APPROPRIATE ADJUSTMENTS SO THAT WORK COMPLIES WITH THE NEC. TC TC TC TC TC TC SW SW LO GENERAL NOTES: 1. ALL THE ELECTRICAL SERVICE SHOWN ON THE ONE LINE DIAGRAM IS THE TENANT ELECTRICAL CONTRACTORS RESPONSIBILITY. RESPONSIBILITY INCLUDES COORDINATION WITH THE LOCAL SERVING POWER COMPANY. 2. CIRCUIT BREAKER TYPE PANELBOARDS WITH BOLT -ON TYPE CIRCUIT BREAKERS WITH ADEQUATE INTERRUPTING CAPACITY SHALL BE INSTALLED. 3. THE GROUNDING SYSTEM WITHIN THE PREMISE SHALL BE CONTINUOUS FROM THE SYSTEM GROUND IN THE METER ROOM. THE SECONDARY OF THE TENANT TRANSFORMERS SHALL BE GROUNDED IN ACCORDANCE WITH THE N.E.C. 4. ALL WIRING METHODS SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES. ALL POWER WIRE IN THE PREMISE SHALL BE INSTALLED IN CONDUIT. CONDUCTOR INSULATION SHALL BE THW, THHN, OR THWN. NO ROMEX WIRES ARE ALLOWED. LOW VOLTAGE CABLES MAY BE INSTALLED WITHOUT CONDUIT WHERE PERMITTED BY LOCAL CODE AND INSPECTION AGENCIES. 5. ALL ELECTRICAL MATERIALS SHALL BE NEW AND SHALL BE NATIONAL ELECTRICAL CODE STAN- DARD UNLESS BETTER GRADE IS REQUIRED BY LOCAL CODE, AND SHALL BEAR THE UNDER- WRITERS' LABORATORIES LABEL. 6. ALL TELEPHONE SERVICES SHALL BE PROVIDED BY THE TENANTS ELECTRICAL CONTRACTOR. ALL TELEPHONE CHARGES SHALL BE PAID BY THE TENANTS ELECTRICAL CONTRACTOR DIRECTLY TO THE TELEPHONE UTILITY COMPANY FURNISHING THE SERVICE. COMPLETE CONDUIT SYSTEM, IF REQUIRED, SHALL BE PROVIDED BY TENANTS ELECTRICAL CONTRACTOR FOR UTILITY COMPANY WITH PULL WIRES INSTALLED IN ALL CONDUIT. 7. WHEN SPACE ABOVE CEILING IS INDICATED TO BE A RETURN AIR PLENUM. PLENUM NONCOMBUSTIBLE. CONSTRUCTION MATERIALS TO BE USED ABOVE CEILING, INCLUDING EXISTING AND NEW WIRING EXCEPT INSULATION OF 25 FLAME SPREAD AND 50 SMOKE DEVELOPMENT FINISH RATING. LOW VOLTAGE OR LIMITED POWER WIRING MAY BE LABELED PLENUM RATED TYPE ALL PER OMC M-3032. LOAD CALCULATIONS: NEW PANEL "LV" LIGHTING (CONNECTED) SIGNAGE SHOW WINDOW - 20' @ 200W /LF RECEPTACLES - 28 @ 180W EACH INST WATER HEATER "WH " -1 MICROWAVE REFRIGERATOR SUB -TOTAL 25% CONTINUOUS LOAD 25% LARGEST MOTOR TOTAL FOR 120 /208V -30-4W SYSTEM 31,553 W = (208V xV = 87.6 AMPS THEREFORE A 150 AMP FEEDER IS ADEQUATE. FOR 277/480V -30-4W SYSTEM 31,553 W = (480V xVT) = 38.0 AMPS THEREFORE A 200 AMP FEEDER IS ADEQUATE. 10,170 W 1,200 W 4,000 W 5,040 W 3,000 W 1,500 W 700 W 28,610 W 2,843 W 100 W 31,553 W SW LO LO LO LO LO SYMBOL LEGEND ® FLUORESCENT LIGHT FIXTURE - SURFACE MOUNTED / `r I-0-1 u .. SINGLE POLE TOGGLE SWITCH, © +46" UNO 2 TWO POLE TOGGLE SWITCH, @ +46" UNO THREE -WAY TOGGLE SWITCH, @ +46" UNO M MOTOR RATED SINGLE POLE SWITCH, @ UNIT UNO 3. MASTER LIGHTING CONTROL STATION occ INCANDESCENT LIGHT FIXTURE - PENDANT MOUNTED FLUORESCENT STRIP LIGHT - SURFACE MOUNTED UNO INCANDESCENT/FLUORESCENT / HID LIGHT FIXTURE - RECESSED INCANDESCENT LIGHT FIXTURE - SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED EXIT LIGHT - CEILING MOUNTED WITH EMERGENCY LIGHTS EXIT LIGHT - WALL MOUNTED WITH ARROWS AS SHOWN EMERGENCY LIGHTING FIXTURE - SURFACE MOUNTED OCCUPANCY SENSOR @ +46" UNO (LEVITON # ODS15) FIXTURE TAG: LETTER INDICATES TYPE 0 JUNCTION BOX, SIZE & TYPE AS INDICATED OR AS REQUIRED @ 15 OR 20 AMP 125V 3W DUPLEX RECEPTACLE, @ +16" UNO op 15 OR 20 AMP 125V 3W DOUBLE DUPLEX RECEPTACLE, @ +16" UNO • CEILING MOUNTED DUPLEX RECEPTACLE L ❑ NON -FUSED DISCONNECT SWITCH L EI CIRCUIT BREAKER DISCONNECT SWITCH La FUSED DISCONNECT SWITCH, SIZE PER UNIT LABEL NON MOTOR, N.I.E.S. CONNECT AS REQUIRED, NUMBER INDICATES HP ® CONTROL EQUIPMENT, N.I.E_S. CONNECT AS REQUIRED PANELBOARD - SEE SCHEDULE ® MAIN SWITCHBOARD OR MOTOR CONTROL CENTER, SEE ONE LINE DIAGRAM DISTRIBUTION TRANSFORMER, MOUNTING AS NOTED 11 TI TERMINAL CABINET, SIZE & TYPE AS NOTED • CEILING EXHAUST FAN ❑ DATA OUTLET, 4" SQ. BOX w/ SINGLE DEVICE RING & PLATE @ +16" UNO ▪ TELEPHONE OUTLET, 4" SQ. BOX w/ SINGLE DEVICE RING & PLATE @ +16" UNO Q DUPLEX RECEPTACLE FLUSH w/ FINISHED FLOOR CEILING MOUNTED DATA OUTLET t TELEPHONE TERMINAL BOARD: 4' x 8' x [" PLYWOOD OR AS NOTED w/ DOUBLE DUPLEX RECEPTACLE & 1 #6 GND -LV- LOW VOLTAGE WIRING IN CONDUIT r CONDUIT RUN CONCEALED BELOW FLOOR OR FINISHED GRADE, U.N.O. c' CONDUIT CONCEALED IN CEILING OR WALL, U.N.O. HOMERUN TO RESPECTIVE PANEL OR TERMINAL CABINET - OVERHEAD HOMERUN TO RESPECTIVE PANEL OR TERMINAL CABINET - UNDERGROUND CONDUIT RISER - UP CONDUIT RISER - DOWN BRANCH CIRCUIT WITHOUT FURTHER DESIGNATION INDICATES A 2 #12 WIRE CIRCUIT ADDITIONAL NO. OF #12: , 3 #12;41 --E -, 2 #12 & 1 #12 GND; 11111 ( , 5 #12 & 1 #12 GND, ETC. OTHER WIRE SIZES: -, 2 #10 & 1 #12 GND;- H-I --E -, 3 #4 & 1 #8 GND, ETC. Ito #12 I4 ita MT EL NL (E) (N) (R) C. WP FACP I� H3 EMPTY CONDUIT WITH PULLSTRING EMERGENCY LIGHT NIGHT LIGHT EXISTING NEW RELOCATE CONDUIT WEATHERPROOF FIRE ALARM CONTROL PANEL SMOKE DETECTOR, MOUNTING AS NOTED FIRE ALARM MANUAL PULLSTATION DUCT SMOKE DETECTOR FIRE ALARM STROBE UNIT, WALL MOUNTED FIRE ALARM COMBINATION HORN /STROBE UNIT, WALL MOUNTED PFB PROVIDE FOR FUTURE BREAKER FLAG NOTE SHOWN ON SAME SHEET SECTION DESIGNATION: TOP LETTER INDICATES SECTION, BOTTOM LETTER/NUMBER INDICATES SHEET DETAIL DESIGNATION: TOP NUMBER INDICATES DETAIL, BOTTOM LETTER/NUMBER INDICATES SHEET MECHANICAL & PLUMBING EQUIPMENT DESIGNATION NOTE: SYMBOLS INDICATED ABOVE MAY NOT NECESSARILY APPEAR AS PART OF THESE DRAWINGS IF NOT REQUIRED. Pe 'ilk 1 ELECTRICAL ENGINEERING, INC I 1786 Augusta Ln Ste B, Yuba City, CA 95993 Ph: 530.790.0620 Fax 530.671.9792 LC) u1 z n � ERIENEMM DATE: 1 -28-08 JOB NO: 07142 DRAWN: JP CHECKED: JL 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 L�J LL V J L-LJ 00 0o 00 0) 1 D(PIRES 06 -23-08 REVISIONS ISSUED FOR PERMIT /CONSTRUCTION 28 JAN. 08 RECEIVED CITY OF TUKWILA FEB 1 s 2008 PERMIT CENTER ONE LINE DIAGRAM LEGEND, NOTES AND DETAILS MNIENAMEM SHEET NUMBER OPFIT E - 3 MI NEW ❑ EXISTING ^ H r' I s v i i e AIC: 10,000 VOLTAGE: 120/208V-30-4W W MAIN: 200A MAIN CKT BRKR BUS: 200 AMP MOUNTING: SURFACE LOCATION: STOCKROOM F- o 6 ' 2 KVA LOAD LOAD DESCRIPTION CKT BRKR BUS CKT BRKR LOAD DESCRIPTION KVA LOAD F- Y a v Z PH A PH B PH C TRIP POLES A B C TRIP POLES PH A PH B PH C 1 1.4 GEN. SALES DOWNLIGHTS 20 1 20 1 SHOW WINDOW RECS 0.4 2 „ 3 1.3 GEN. SALES DOWNLIGHTS 20 1 20 1 SECURITY TRANSFORMER 0.2 4 ' 5 1.3 SALES DISPLAY LIGHTS 20 1 20 1 SALES CONV RECEPTACLES 0.5 6 • 7 1.4 SALES DISPLAY LIGHTS 20 1 20 1 SALES CONV RECEPTACLES 0.5 8 ; • ; 9 0.9 DISPLAY CASE LIGHTING 20 1 20 1 CASHWRAP CONV RECEPTS 0.4 10 11 1.1 COVE LIGHTING 20 1 20 1 CASH REGISTERS 1.8 12 ii 13 0.7 SHOW WINDOW LIGHTING 20 1 20 1 RESTROOM GFCI RECEPT 0.2 14 11 15 1 2 SIGNAGE 20 1 20 1 BACK OFFICE RECEPTACLES 0.4 16 17 1.0 EMERG/BACK AREA LIGHTS 20 1 20 1 BACK OFFICE RECEPTACLES 0.2 18 ;1 19 SPARE 20 1 20 1 MICROWAVE 1.5 20 21 20 1 20 1 FRIDGE 0.7 22 23 \1, 20 1 20 20 1 AN RACK 0.5 24 . ill 25 SPACE PFB 1 'TTB" RECEPTACLES 0.4 26 „ 27 20 1 'TTB" RECEPTACLE 0.2 28 „ 29 20 1 SECURITY PANEL 0.4 30 „ 31 20 1 LIGHTING CONTROL "LCC" 0.1 32 1 33 35 1 VAV CONTROL 02 34 „ 35 20 1 VAV CONTROL _ 0.2 36 „ 37 20 INST WATER HEATER 1.5 38 39 2 4, 1.5 40 11 41 `/ \/ PFB SPARE 42 NOTES LINE TOTALS 25% CONT. LOAD TOTAL KVA/PH. LINE AMPS . TOTAL KVA LOAD 8.1 7.0 7.0 LL sw = SHOW WINDOW, PROGRAM CIRCUIT IN "LCC" PER MA REQUIREMENTS. TC = T1ME -CLOCK CONTROL PROGRAM CIRCUIT FOR AFTER HOURS SHUT --OFF PER ENERGY CODE REQUIREMENTS NL = NIGHT LIGHT, PROVIDE ADDITIONAL UN- SWITCHED, NON -LCC CONTROLLED CIRCUIT. LO - LOCK -ON, PROVIDE LOCK ON DEVICE AND UN- SWITCHED, NON -LCC CONTROLLED CIRCUIT. 0.9 0.9 0.9 9.0 7.9 7.9 75 66 66 24 8 / 68.8A n J 2 (E) EPM -4000 INTERFACE- PROVIDE #2 AWG CU GND. TO NEAREST BLDG. STEEL PER NEC REQUIREMENTS. 7 ....,_ , , ,apivegv,....., , ,wavet, RC 174.%11.1.q...VMARMENIWKI:12..G5CGI.L.10.302...UCIMY.SAIMN 11215 0 (E) 200AF 6i) NO SCALE - EXISTING LANDLORD PANEL "1 F" 800A, 277/480V, 30 -4W, 800A (FIELD VERIFY AIC) 1 MI EXISTING LANDLORD METER CENTER - PROVIDE 200A FUSES IN LANDLORD'S ,;UVI jFIE.I.[J VERIFY REQUIREMENTS) ------ EXISTING (4)#250KCMIL. (1)tt4G,AL MC CABLE. EXISTING (3) #3, 1 - #8G, 1 1/4 "C (CONDUIT (E) STUB TO TENANT SPACE BY L.L.) 200AS 200AF ELECTRICAL CONTRACTOR TO INTERCEPT EXISTING TENANT FEEDER & CONDUIT AND EXTEND TO RELOCATED EQUIPMENT AS REQUIRED. NEW 1 "C.w /3 #4THWN CU & 1 # 8 CU GROUND _ [.:i.i.L 1 < 45 KVA DRY-TYPE, 30 TRANSFORMER, a 480V DELTA - 120/208 WYE FLOOR MOUNTED. CLASS 1 EFF. (NEMATP -1) NEW 2 "C. w/4 # 3/0 THWN CU & 1 # 6 CU GROUND ONE LINE DIAGRAM NOTE: E.C. TO FIELD VERIFY ALL ELECTRICAL EQUIPMENT AND SIZES FOR CONDUIT, WIRE, AND BREAKERS. E.C. SHALL MAKE APPROPRIATE ADJUSTMENTS SO THAT WORK COMPLIES WITH THE NEC. TC TC TC TC TC TC SW SW LO GENERAL NOTES: 1. ALL THE ELECTRICAL SERVICE SHOWN ON THE ONE LINE DIAGRAM IS THE TENANT ELECTRICAL CONTRACTORS RESPONSIBILITY. RESPONSIBILITY INCLUDES COORDINATION WITH THE LOCAL SERVING POWER COMPANY. 2. CIRCUIT BREAKER TYPE PANELBOARDS WITH BOLT -ON TYPE CIRCUIT BREAKERS WITH ADEQUATE INTERRUPTING CAPACITY SHALL BE INSTALLED. 3. THE GROUNDING SYSTEM WITHIN THE PREMISE SHALL BE CONTINUOUS FROM THE SYSTEM GROUND IN THE METER ROOM. THE SECONDARY OF THE TENANT TRANSFORMERS SHALL BE GROUNDED IN ACCORDANCE WITH THE N.E.C. 4. ALL WIRING METHODS SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES. ALL POWER WIRE IN THE PREMISE SHALL BE INSTALLED IN CONDUIT. CONDUCTOR INSULATION SHALL BE THW, THHN, OR THWN. NO ROMEX WIRES ARE ALLOWED. LOW VOLTAGE CABLES MAY BE INSTALLED WITHOUT CONDUIT WHERE PERMITTED BY LOCAL CODE AND INSPECTION AGENCIES. 5. ALL ELECTRICAL MATERIALS SHALL BE NEW AND SHALL BE NATIONAL ELECTRICAL CODE STAN- DARD UNLESS BETTER GRADE IS REQUIRED BY LOCAL CODE, AND SHALL BEAR THE UNDER- WRITERS' LABORATORIES LABEL. 6. ALL TELEPHONE SERVICES SHALL BE PROVIDED BY THE TENANTS ELECTRICAL CONTRACTOR. ALL TELEPHONE CHARGES SHALL BE PAID BY THE TENANTS ELECTRICAL CONTRACTOR DIRECTLY TO THE TELEPHONE UTILITY COMPANY FURNISHING THE SERVICE. COMPLETE CONDUIT SYSTEM, IF REQUIRED, SHALL BE PROVIDED BY TENANTS ELECTRICAL CONTRACTOR FOR UTILITY COMPANY WITH PULL WIRES INSTALLED IN ALL CONDUIT. 7. WHEN SPACE ABOVE CEILING IS INDICATED TO BE A RETURN AIR PLENUM. PLENUM NONCOMBUSTIBLE. CONSTRUCTION MATERIALS TO BE USED ABOVE CEILING, INCLUDING EXISTING AND NEW WIRING EXCEPT INSULATION OF 25 FLAME SPREAD AND 50 SMOKE DEVELOPMENT FINISH RATING. LOW VOLTAGE OR LIMITED POWER WIRING MAY BE LABELED PLENUM RATED TYPE ALL PER OMC M-3032. LOAD CALCULATIONS: NEW PANEL "LV" LIGHTING (CONNECTED) SIGNAGE SHOW WINDOW - 20' @ 200W /LF RECEPTACLES - 28 @ 180W EACH INST WATER HEATER "WH " -1 MICROWAVE REFRIGERATOR SUB -TOTAL 25% CONTINUOUS LOAD 25% LARGEST MOTOR TOTAL FOR 120 /208V -30-4W SYSTEM 31,553 W = (208V xV = 87.6 AMPS THEREFORE A 150 AMP FEEDER IS ADEQUATE. FOR 277/480V -30-4W SYSTEM 31,553 W = (480V xVT) = 38.0 AMPS THEREFORE A 200 AMP FEEDER IS ADEQUATE. 10,170 W 1,200 W 4,000 W 5,040 W 3,000 W 1,500 W 700 W 28,610 W 2,843 W 100 W 31,553 W SW LO LO LO LO LO SYMBOL LEGEND ® FLUORESCENT LIGHT FIXTURE - SURFACE MOUNTED / `r I-0-1 u .. SINGLE POLE TOGGLE SWITCH, © +46" UNO 2 TWO POLE TOGGLE SWITCH, @ +46" UNO THREE -WAY TOGGLE SWITCH, @ +46" UNO M MOTOR RATED SINGLE POLE SWITCH, @ UNIT UNO 3. MASTER LIGHTING CONTROL STATION occ INCANDESCENT LIGHT FIXTURE - PENDANT MOUNTED FLUORESCENT STRIP LIGHT - SURFACE MOUNTED UNO INCANDESCENT/FLUORESCENT / HID LIGHT FIXTURE - RECESSED INCANDESCENT LIGHT FIXTURE - SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED EXIT LIGHT - CEILING MOUNTED WITH EMERGENCY LIGHTS EXIT LIGHT - WALL MOUNTED WITH ARROWS AS SHOWN EMERGENCY LIGHTING FIXTURE - SURFACE MOUNTED OCCUPANCY SENSOR @ +46" UNO (LEVITON # ODS15) FIXTURE TAG: LETTER INDICATES TYPE 0 JUNCTION BOX, SIZE & TYPE AS INDICATED OR AS REQUIRED @ 15 OR 20 AMP 125V 3W DUPLEX RECEPTACLE, @ +16" UNO op 15 OR 20 AMP 125V 3W DOUBLE DUPLEX RECEPTACLE, @ +16" UNO • CEILING MOUNTED DUPLEX RECEPTACLE L ❑ NON -FUSED DISCONNECT SWITCH L EI CIRCUIT BREAKER DISCONNECT SWITCH La FUSED DISCONNECT SWITCH, SIZE PER UNIT LABEL NON MOTOR, N.I.E.S. CONNECT AS REQUIRED, NUMBER INDICATES HP ® CONTROL EQUIPMENT, N.I.E_S. CONNECT AS REQUIRED PANELBOARD - SEE SCHEDULE ® MAIN SWITCHBOARD OR MOTOR CONTROL CENTER, SEE ONE LINE DIAGRAM DISTRIBUTION TRANSFORMER, MOUNTING AS NOTED 11 TI TERMINAL CABINET, SIZE & TYPE AS NOTED • CEILING EXHAUST FAN ❑ DATA OUTLET, 4" SQ. BOX w/ SINGLE DEVICE RING & PLATE @ +16" UNO ▪ TELEPHONE OUTLET, 4" SQ. BOX w/ SINGLE DEVICE RING & PLATE @ +16" UNO Q DUPLEX RECEPTACLE FLUSH w/ FINISHED FLOOR CEILING MOUNTED DATA OUTLET t TELEPHONE TERMINAL BOARD: 4' x 8' x [" PLYWOOD OR AS NOTED w/ DOUBLE DUPLEX RECEPTACLE & 1 #6 GND -LV- LOW VOLTAGE WIRING IN CONDUIT r CONDUIT RUN CONCEALED BELOW FLOOR OR FINISHED GRADE, U.N.O. c' CONDUIT CONCEALED IN CEILING OR WALL, U.N.O. HOMERUN TO RESPECTIVE PANEL OR TERMINAL CABINET - OVERHEAD HOMERUN TO RESPECTIVE PANEL OR TERMINAL CABINET - UNDERGROUND CONDUIT RISER - UP CONDUIT RISER - DOWN BRANCH CIRCUIT WITHOUT FURTHER DESIGNATION INDICATES A 2 #12 WIRE CIRCUIT ADDITIONAL NO. OF #12: , 3 #12;41 --E -, 2 #12 & 1 #12 GND; 11111 ( , 5 #12 & 1 #12 GND, ETC. OTHER WIRE SIZES: -, 2 #10 & 1 #12 GND;- H-I --E -, 3 #4 & 1 #8 GND, ETC. Ito #12 I4 ita MT EL NL (E) (N) (R) C. WP FACP I� H3 EMPTY CONDUIT WITH PULLSTRING EMERGENCY LIGHT NIGHT LIGHT EXISTING NEW RELOCATE CONDUIT WEATHERPROOF FIRE ALARM CONTROL PANEL SMOKE DETECTOR, MOUNTING AS NOTED FIRE ALARM MANUAL PULLSTATION DUCT SMOKE DETECTOR FIRE ALARM STROBE UNIT, WALL MOUNTED FIRE ALARM COMBINATION HORN /STROBE UNIT, WALL MOUNTED PFB PROVIDE FOR FUTURE BREAKER FLAG NOTE SHOWN ON SAME SHEET SECTION DESIGNATION: TOP LETTER INDICATES SECTION, BOTTOM LETTER/NUMBER INDICATES SHEET DETAIL DESIGNATION: TOP NUMBER INDICATES DETAIL, BOTTOM LETTER/NUMBER INDICATES SHEET MECHANICAL & PLUMBING EQUIPMENT DESIGNATION NOTE: SYMBOLS INDICATED ABOVE MAY NOT NECESSARILY APPEAR AS PART OF THESE DRAWINGS IF NOT REQUIRED. Pe 'ilk 1 ELECTRICAL ENGINEERING, INC I 1786 Augusta Ln Ste B, Yuba City, CA 95993 Ph: 530.790.0620 Fax 530.671.9792 LC) u1 z n � ERIENEMM DATE: 1 -28-08 JOB NO: 07142 DRAWN: JP CHECKED: JL 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 L�J LL V J L-LJ 00 0o 00 0) 1 D(PIRES 06 -23-08 REVISIONS ISSUED FOR PERMIT /CONSTRUCTION 28 JAN. 08 RECEIVED CITY OF TUKWILA FEB 1 s 2008 PERMIT CENTER ONE LINE DIAGRAM LEGEND, NOTES AND DETAILS MNIENAMEM SHEET NUMBER OPFIT E - 3 4 TYPICAL MANAGER'S DESK ELEVATION SCALE: NONE FLOOR P SCALE: NONE PROVIDE ISOLATED GROUND RECEPTACLE. TYPICAL OF (2) PROVIDE QUADPLEX CONVENIENCE RECEPTACLE. TYPICAL OF (2). PROVIDE SINGLE -GANG J -BOX CONTAINING (2) DATA JACKS AND (1) PHONE JACK_ PROVIDE AND CONNECT J -BOXES TO CONDUIT STUB -OUTS. PLACE J -BOXES IN TOE -KICK CABINET SPACE WHERE POSSIBLE. PROVIDE PULLSTRING IN ALL EMPTY PHONE/DATA CONDUITS. PROVIDE SINGLE -GANG J -BOX CONTAINING (2) DATA JACKS. FLEXIBLE CONDUIT AND CONDUCTORS BY E.G.. PROVIDE PULLSTRING IN ALL EMPTY CONDUITS. TYPICAL. t` " L i • TYPICAL CASHWRAP ELEVATION 1 96 IHT r ELECTRICAL ENGINEERING, INC 1786 Augusta Ln Ste B, Yuba City, CA 95993 Pk 530.790.0620 Fax: 530.8719792 DATE: 1 - 28 - 08 JOB NO: 07142 DRAWN: JP CHECKED: JL 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 J LiJ (f) z 0_ I__I_ 0 J w (/7 w 4) No ELECTRICAL DETAILS SHEET NUMBER E -4 0 CO 00 1 DXIRES 06 -23-08 MIKUMO REVISIONS ISSUED FOR PERMIT /CONSTRUCTION 28 JAN. 08 RECEIVED CITY OF TUKWILA FEB 19 2008 PERMIT CENTER MIOSIONIMEMEMIEl SOUTHCENTER MALL TUKWILA, WA SOUTHCENTER PROVIDE QUADPLEX CONVENIENCE RECEPTACLE. TYPICAL OF (3). • CO Lill VD • ❑❑❑ • PROVIDE SINGLE -GANG J -BOX CONTAINING (2) DATA JACKS AND (1) PHONE JACK. 4 TYPICAL MANAGER'S DESK ELEVATION SCALE: NONE FLOOR P SCALE: NONE PROVIDE ISOLATED GROUND RECEPTACLE. TYPICAL OF (2) PROVIDE QUADPLEX CONVENIENCE RECEPTACLE. TYPICAL OF (2). PROVIDE SINGLE -GANG J -BOX CONTAINING (2) DATA JACKS AND (1) PHONE JACK_ PROVIDE AND CONNECT J -BOXES TO CONDUIT STUB -OUTS. PLACE J -BOXES IN TOE -KICK CABINET SPACE WHERE POSSIBLE. PROVIDE PULLSTRING IN ALL EMPTY PHONE/DATA CONDUITS. PROVIDE SINGLE -GANG J -BOX CONTAINING (2) DATA JACKS. FLEXIBLE CONDUIT AND CONDUCTORS BY E.G.. PROVIDE PULLSTRING IN ALL EMPTY CONDUITS. TYPICAL. t` " L i • TYPICAL CASHWRAP ELEVATION 1 96 IHT r ELECTRICAL ENGINEERING, INC 1786 Augusta Ln Ste B, Yuba City, CA 95993 Pk 530.790.0620 Fax: 530.8719792 DATE: 1 - 28 - 08 JOB NO: 07142 DRAWN: JP CHECKED: JL 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 J LiJ (f) z 0_ I__I_ 0 J w (/7 w 4) No ELECTRICAL DETAILS SHEET NUMBER E -4 0 CO 00 1 DXIRES 06 -23-08 MIKUMO REVISIONS ISSUED FOR PERMIT /CONSTRUCTION 28 JAN. 08 RECEIVED CITY OF TUKWILA FEB 19 2008 PERMIT CENTER MIOSIONIMEMEMIEl SOUTHCENTER MALL TUKWILA, WA SOUTHCENTER ELECTRICAL SPECIFICATIONS SECTION 16050: GENERAL ELECTRICAL The General Conditions, Supplementary Conditions, and Division 1 apply to work under this Section PART 1 GENERAL: 1.01 DESCRIPTION A. General: Furnish all labor, materials, apparatus, tools, equipment, transportation, temporary construction and special or occasional services as required to make a complete working electrical installation, as shown on the drawings or described in these specifications. B. Work included: 1. Installation and assembly of Owner furnished lighting fixtures and lamps. 2. Grounding. 3. Connections of smoke detectors furnished and installed by Mechanical. 4. Panels and overcurrent devices. 5. Branch circuit wiring. 6. Exit signs and emergency lighting system. 7. Installation of convenience outlets. 8. Installation of telephone and data outlets and raceways. 9. Furnishing, support and installation of new transformer. 10. Rough -in wiring for display case lighting. 11. Demolition and removals. 12. Lighting controls, and time switches. 13. Connections of, and power wiring to, HVAC equipment and food service equipment. 14. Conduit for data, telephone and alarm systems. C. Related Work Specified Elsewhere: 1. Perform the following work, in accordance with appropriate sections of the specifications cited, where and as necessary to furnish a complete, working electrical installation. a. Concrete: b. Painting: c. Door hardware: d. Mechanical: e. Food Service Equipment: D. Related Work Not Included in Contract Division 3 Division 9 Division 11 Division 15 Division 15 1. Installation of primary and secondary utility cables. 2. Installation of telephone instruments and equipment. 3. Installation of data cable or computer equipment. 1.02 CODES AND STANDARDS: A. Specific 1. The following publications or latest enacted editions of the documents throughout construction shall apply. 2. Equipment and materials specified under this division shall conform to the following standards where applicable. a. UL Underwriters' Laboratories. b. ASTM American Society for Testing Materials. c. CBM Certified Ballast Manufacturers. d. ANSI American National Standards. Institute. e. NEMA National Electrical Manufacturers Association 1.03 DRAWINGS: a. National Electrical Code. b. State and Local Building and Energy Codes. c. Uniform Building Code. A. Layout: General layout shown on the drawings shall be followed except where other work may conflict with the drawings. B. Accuracy. 1. Drawings for the work under this Section are diagrammatic. 2. Contractor shall verify lines, levels and dimensions shown on the Drawings and shall be responsible for the accuracy of the setting out of work and for its strict conformance with existing conditions at the site. 1.04 SUBSTITUTIONS: Refer to the General Conditions, Supplementary Conditions and Division 1 for substitution. 1.05 SUBMITTALS: A. General: Refer to the General Conditions, Supplementary General Conditions and Division 1 for requirements. B. Format: Furnish submittal data neatly bound in an 8-1/2" X 11" folder or binder with a table of contents listing in order of specification section and paragraph number. C. Submittals shall consist of detailed shop drawings, specifications, catalog "cuts" and data sheets containing physical and dimensioned information, performance data, electrical characteristics, materials used in fabrication, material finish and those optional accessories which are included and those which are excluded. D. Each submittal shall be thoroughly reviewed by the Contractor. The cover letter accompanying submittal letter shall list in full the items and data submitted and shall contain a statement acknowledging that the Contractor has performed a detailed review of the submittal documents prior to submission. Failure to comply with this requirement shall constitute grounds for return of data for resubmission without review. E. Contractor agrees that Shop Drawing submittals processed by the engineer are not change orders, that the purpose of Shop Drawing submittals by the Contractor is to demonstrate to the engineer that the Contractor understands the design concept, that he demonstrates his understanding by indicating which equipment and material he intends to furnish and install and by detailing the fabrication and installation methods he intends to use. 1.06 PRODUCT DELIVERY, STORAGE AND HANDLING: Equipment and materials shall be properly stored and adequately protected and carefully handled to prevent damage before and during installation. Equipment and materials shall be handled, stored, and protected in accordance with the manufacturers's recommendations and as approved by the Owner's Representative. Electrical conduit shall be stored to provide protection from the weather and accidental damage. Plastic conduit shall be stored on even supports and in locations not subject to direct sun rays or excessive heat. Cables shall be sealed, stored and handled carefully to avoid damage to the outer covering or insulation and damage from moisture and weather. Damaged or defective items, in the opinion of the Owner's Representative, shall be replaced with new items at no cost to the Owner. 1.07 PERMITS AND FEES: Provide, procure and pay for all permits, licenses and fees required to carry on and complete the work. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION: 3.01 TESTS: A. Tests shall be conducted during the construction period and at completion to determine conformity with applicable Codes and with these Specifications. Tests shall be performed in the presence of the Architect and shall include, but are not limited to, the following: 1. Insulation Resistance: Perform 500 -volt D.C. tests for one minute on all feeder conductors, including the neutral, and make a typed record of all readings to be included in the maintenance instructions. Repair or replace circuits showing less than 40 megohms resistance to ground. Make tests using Biddle Insulation Resistance Megger, or equal. 2. Ground Resistance: Test ground resistance per IEEE Standard No. 81. 3. Circuits Continuity. Test all feeder and branch for continuity. Test all neutrals for improper grounds. 4. Equipment Operations: Test lighting circuits for correct operation through their control devices. Test electric baseboard heaters for correct operations through their control relays /thermostats. 5. Lighting Control Circuits: Perform operation tests for all lighting circuits. 6. Product Failure: Any products which fail during the tests or are ruled unsatisfactory by the Owner's Representative shall be replaced, repaired, or corrected as prescribed by the Owner's Representative at the expense of the Contractor. Tests shall be performed after repairs, replacements or corrections until satisfactory performance is demonstrated. 7. Physical Inspection of Electrical Equipment and Cables: Inspection shall be made of all equipment to insure proper assembly and construction. 3.02 INSTRUCTIONS AND MANUALS A. Refer to Division 1. B. At the time of completion, an adequate period shall be allotted by the contractor for instruction of building operating and maintenance personnel in the use of all systems. All personnel shall be instructed at one time, the Contractor making all necessary arrangements with manufacturers's representatives. The equipment manufacturer shall provide product literature and application guides for the Users' reference. C. Costs, if any, for the above service shall be paid by the Contractor. 3.03 PROJECT RECORD DOCUMENTS (AS-BUILT) A. Provide Project Record Drawings and Specifications as required by other Sections of Specifications and as required herein. Such drawings shall fully represent installed conditions including actual location of outlets, correct conduit and wire sizing as well as routing, revised fixture scheduling listing the manufacturer and products actually installed. B. All changes to drawings shall be made by qualified draftspersons to match existing line work and lettering as closely as possible. 3.04 WORKMANSHIP A. Preparation, handling and installation shall be in accordance with manufacturer's written instructions and technical data particular to the product specified and /or approved except as otherwise specified. Coordinate work and cooperate with other in furnishing and placing this work. Work to approved shopdrawings for work by others and to field measurements as necessary to properly fit the work. B. Conform to the National Electrical Contractor's Association Standard of Installation for general installation practice. 3.05 SCHEDULE OF WORK: Arrange work to conform to the schedule which has been established for the progress of the work. Advise regarding shipping schedule of major equipment. 3.06 SUPERVISION: Contractor shall personally or through an authorized and competent representative constantly supervise the work form beginning to completion and, within reason, keep the same workmen and foreman on the project throughout the project duration. 3.07 PROTECTION: Keep conduits, junction boxes, outlet boxes, and other openings closed to prevent entry of foreign matter. Cover fixtures, equipment and apparatus and protect against dirt, paint, water, chemical or mechanical damage, before and during construction period. Restore to original condition any fixture, apparatus, or equipment damaged prior to final acceptance. Protect bright finished surfaces and similar items until in service. No rust or damage will be permitted. 3.08 SPECIAL TOOLS: All special tools for proper operation and maintenance of the equipment provided under this section shall be delivered to the Owner's representative. 3.09 CUTTING AND PATCHING A. Install all required sleeves, forms and insets before walls or partition are built. Cutting and patching of walls, partitions, ceilings and floor necessary for reception of work, cause by failure to provide or properly located sleeves, forms and insets, incorrect location of work or failure to cooperate with other trades, shall be done at expense of trade responsible. B. No cutting of finished or structural work may be done without acceptance. When necessary to have finished material or stuctural work cut, finsh necessary drawings to trade whose materials are out to be cut. 3.10 CLEARANCES: Provide working clearance in front of in back of and to sides for all electrical equipment as required by National Electrical Code Article 110. 3.11 DEMOLITION: Demolition and removal of existing electrical services to the existing tenant space to be demolished by the Contractor. END OF SECTION SECTION 16100: BASIC MATERIALS AND METHODS The General Conditions, Supplementary Conditions, and Division 1 apply to work under this Section. PART 1 GENERAL 1.01 DESCRIPTION 1.01 A. Work specified in this section encompasses products, assemblies and basic installation methods required for electrical project systems specified under this Division and includes, but is not limited to: B. Work Not Included: A. 1. Conduit, raceways, and fittings. 2. Wire and cables. 3. Wire connections and devices. 4. Outlet boxes. 5. Pull and junction boxes. 6. Switches and receptacles. 7. Device plates. 8. Overcurrent protective devices. 9. Telephone terminal backboard. 10. Door buzzer and pushbutton system. 11. Background sound system equipment installation and wiring. 12. Empty raceway provisions for burglar alarm and security system detection units and switches. 1. Background sound system equipment furnished by FDI. 2. Burglar alarm and security system equipment and wiring. SUBMITTALS Submit in conformance with the requirements 1. Switches, receptacles and device plates. 2. Conductors and cables. 3. Overcurrent protective devices. 4. Raceways. 5. Door buzzers and pushbutton. of Section 16050 the following items: PART 2 PRODUCTS 2.01 CONDUIT AND FITTING A. Rigid Steel Conduit 1. Conduit, rigid steel: full weight, threaded, hot -dip galvanized, inside enameled, conforming to ANSI C80.1. 2. Three -piece couplings: electroplated, cast malleable iron. Efcor 165 series, 0.Z. /Gedney 4 -50 series or equal. 3. Threadless couplings: electroplated, cast malleable iron, with integral conduit stop. Efcor 1760. B. C. 4. Threadless connectors: electroplated, cast malleable iron, on threaded male hub plastic insulated throat rated 90 degrees C minimum. Efcor 17508 series, 0.Z. /Gedney 31 -050 1T series or equal. 5. Insulated bushings: threaded polypropylene or thermosetting phenolic rated 150 degrees C minimum. 6. Insulated grounding bushings: threaded cast malleable iron body with insulated throat and steel, lay -in" ground lug with compression screw. 0.Z. /Gedney BLG series, Thomas & Betts 3870 series or equal. 7. Insulated metallic bushings: threaded cast malleable iron body with plastic insulated throat rated 105 degrees C. O.Z. /Gedney Type B, Thomas & Betts 1222 series or equal. Electrical Metallic Tubing (EMT) 1. Conduit: Shall be formed of cold rolled strip steel, electrical resistance welded continuously along the longitudinal seam and hot -dip galvanized after fabrication. Conduit shall conform to ANSI C80.3 specifications and shall meet U.L. requirements. 2. Couplings: Electroplated, cast malleable iron, gland compression type, U.L. listed rain and concrete tight through 1 -1/4 inch trade size, 0.Z. /Gedney 6050W series, Efcor 760 series or equal. Set screw type couplings may be used in dry locations, 0.Z. /Gedney 5050 series or equal. 3. Connectors: Gland compression type with cast malleable iron body with male hub and insulated plastic throat 150 degrees C. temperature rated. 0.Z. /Gedney 4050 series or equal. Flexible Metallic Conduit 1. Conduit: Shall be fabricated in continuous lengths from galvanized steel strip, spirally wound and formed to provide an interlocking design. 6' MAX. LENGTH Flexible conduit is not permitted in walls. 2. Fittings: Connectors shall be made of the screw clamp with cast malleable iron bodies and threaded male hubs with insulated throats. D. Liquid Tight Flexible Metallic Conduit 1. Conduit: Anaconda Type U.A., Coleman Type Uxt1 or equal. 2. Fittings: Connector body and gland nut shall be of cadmium plated cast malleable iron, with insulated throat, MAX. 24 ", T & B 5331 series, 0.Z. /Gedney 4Q -38 -1T series, or equal. E. Minimum acceptable conduit size shall be 3/4 inch. 2.02 WIRE AND CABLE A. General 1. Acceptable manufacturers: General Electric Co., Rome Cable, Southwire, Triangle, PWC Inc., or equal. 2. Conductor material: All wire and cable shall be insulated copper conductors for all wire sizes. Aluminum wire and cable shall not be used. 3. Insulation: Insulation shall be THWN -THHN for wire sizes through size 1/0 AWG. larger wire sizes insulation shall be THWN, XHHW, THW or as required to suit application. 4. Fixture wire: Type AF. 5. Minimum conductor size: Power and lighting branch circuits: Signal and control circuits under 100 volts: Any 120V./ 20A. circuits over 75 LF. must be: 2.03 OUTLET BOXES AND COVERS A. Standard Outlet Boxes: Galvanized, one-piece, drawn steel, knock -out type of size and configuration best suited to the application indicated on the plans. Minimum box size, 4 inch square by 1-1/2 inch deep. B. Switch Boxes: Two inch by 3 -inch long, galvanized steel switch boxes shall be used only for the installation of single switches, Install multiple switches in standard gang boxes with raised device covers suitable for the application indicated. 2.04 SWITCHES AND RECEPTACLES A. General: Color of devices shall be white at painted walls, ivory when installed in fixtures, and orange for dedicated I.G. receptacles unless otherwise noted on Drawings. 1. All general purpose 15 and 20 ampere, 125 -250 volt receptacles and 120 -277 volt switches shall conform to NEMA WD 1 and applicable U.L. tests. B. Receptacles: 1. Ground fault circuit interrupter receptacle: NEMA type 5 -15R LEV1TON #6598 -1 or equal. 2. Duplex receptacles: NEMA type 5 -15R, and 5 -20R, heavy duty specification grade, side wired only, LEVITON #5242 -W AND 5243 -W or equal. 3. Cash register receptacles: NEMA type 5 -20R, heavy duty specification grade, side wired only, Hubbell #IG- -5262, provided with green insulated ground wire, and with engraved cover plate "For Cash Registers Only " ". C. Switches: Twenty ampere, 120 -277 volts, fast make -slow break, quiet type switch with silver cadmium alloy contacts, binding head terminal screws, side wired only. All switches shall be white in color. 1. Single pole, single throw, LEVITON #1221 -W or equal. 2. Three -way, LEV1TON #1223 -W or equal. 2.05 DEVICE PLATES A. Flush Device Plates: Plates shall be smooth plastic, color, LEVITON #8600 series or equal. B. Surface Mounted Devices, indoor: Galvanized metal to fit box. C. Outdoor, Weatherproof: Die cast aluminum construction, corrosion resistant, heavy duty, hinged cover flap, and gasket, LEVITON #6196, horizontal mounting. 2.06 DISCONNECT SWITCHES #12 AWG 14 AWG. X 10 AWG. A. Switch Interior: Dead -front construction with hinged arc suppressor and switch blades which are fully visible in the "OFF" position and with door open. B. Switch Mechanism: Quick -make and quick -break operating handle and mechanism with dual cover interlock to prevent unauthorized opening of the switch door in the "ON" position or closing the switch mechanism while the door is open. C. Ratings: Switches shall be horsepower rated for the operating voltage and with fused or non -fused arrangements as shown on the drawings. D. Enclosures: NEMA 1, code gauge sheet steel with hinged cover, or NEMA 3R as shown on Drawings, and as required by application. For IHT 1 ELECTRICAL ENGINEERING. INC 1 1786 Augusta Ls Ste B, Yuba City, CA 95993 Ph: 530.790.0620 Fax: 530.671.9792 DATE: 1 -28-08 JOB NO: 07142 DRAWN: JP CHECKED: JL 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 W P � V ! (/) w SHEET NUMBER E V) I EXPIRES 06 -23-08 REVISIONS ISSUED FOR PERMIT /CONSTRUCTION 28 JAN. 08 RECEIVED CITY OF TUKWILh FEB lb 2008 PERMIT CENTER ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS (con't) 2.07 TRANSFORMERS A. Transformers shall be indoor type, self cooled, 480V, three - phase, dual winding, fully enclosed, ventilated, general purpose dry type, 480 volt primary, 120/208 volt secondary, 60 hertz, equipped with two 2 1/2% full capacity taps above and below rated voltage and shall be of the KVA rating shown on the drawings. B. Transformers shall have copper or aluminum windings Class 'H' insulation group, with temperature rise, when operated continuously at full Toad and rated frequency, not exceeding 150 degree C. rise over 40 degree C. ambient, unless mentioned otherwise on the one line diagram. C. Transformer shall have a minimum of 10% overload capacity at rated voltage and shall have a 10 KV BIL rating. D. Sound level at any Toad shall not exceed 45 dB when tested in a room with ambient sound level not exceeding 24 dB. Ecessively noisy transformers shall be replaced. E. Transformer impedance shall not be less than 4% nor greater than 5%. Transformers shall conform to NEMA TRI -1974, NEC 450 -21 and all applicable state and local codes. F. Transformer shall not contain any PCB's (Polychlorinated Biphenyis). G. Transformer size shall fit space allocated per Drawings. 2.08 PANELBOARDS A. Ratings: See panel schedules. B. Finish: All painted steel work shall be treated with a primer coat and finish coat of the manufacturer's standard gray color or ANSI 61. C. Bussing 1. Bussing shall be rectangular cross section full length tin plated 2. Each panelboard shall be equipped with a ground bus secured to the interior of the enclosure. The bus shall be equal to the panelboard neutral bus and shall have a seperate lug for each ground conductor. Not more than one conductor shall be installed per lug. 2.09 PROTECTIVE DEVICES A. Circuit Breakers: Molded case, bolt -on, thermal magnetic type, 40 degrees C. ambient temperature compensated, fixed mounting, with quick -make and quick -break switching mechanism mechanically trip -free from the operating handle. B. Ratings: Refer to drawings and panel schedules for trip frame and poles required. Minimum short circuit rating for 120/240 volt breakers is 10,000 A, 277/480 volt breakers is 22,000 A, if not indicated otherwise. C. Manual motor starters: Fractional H.P. 1 phase motors shall be protected by thermal O.L. relay integral with the disconnect: "Motor-Minder", or equal. 2.10 ELECTRICAL SUPPORTING DEVICES A. Conduit Straps: Hot -dip galvanized, cast malleable iron, one hole type strap with cast clamp -backs and spacers as required. O.Z. /Gedney #14.50G strap and #141G spacer, Refcor #231 strap and #131 spacer, or equal. B. Construction Channel: 1 -1/2 inch by 1 -1/2 inch 12 gauge galvanized steel channel with 17/32 inch diameter bolt holes, 1 -1/2 inches on center, in base of the channel. Kindorf 905 series, Unistrut P- 1000 -HS, or equal. C. Fasteners (General): Wood screws for fastening to wood. Machine screws for fastening to steel. Toggle bolts for fastening to hollow concrete block, gypsum board or plaster wall. Expansion anchors for attachments to pre - poured concrete. 2.11 IDENTIFYING DEVICES A. Panelboard Directories: Shall be typewritten, arranged in numerical order and shall show the number of the circuit is indicated. The room numbers used shall be verified with the Owner and shall not necessarily be those used in the drawings. Mount directories in a 6" x 8" metal frame under plexigloss inside each panelboard. B. Wire & Terminal Markers: Self- adhering, pre - printed vinyl with self - laminating wrap ground strip Brady B191 series, Thomas & Betts WSI series, or equal. 2.12 PLYWOOD BACKBOARDS A. Where indicated for telephone or communication system terminals, or for motor control or other equipment assembles, provide backboards of size indicated. 1. Use Douglas Fir plywood, exterior grade with "B" face, prime and finished painted. 2. Unless otherwise indicated, provide 3/4 inch thick plywood. 3. All plywood shall be fire resistant. 2.13 GROUNDING A. Enclosures of equipment, raceways, and fixtures shall be permanently and effectively grounded. Provide code-sized, (unless otherwise indicated) copper, insulated green equipment ground with all branch and feeder circuit runs. Equipment ground shall originate at panelboard ground bus and shall be bonded to all switch and receptacle boxes and electrical equipment enclosures. B. Building services shalt be grounded to building steel and to cold metallic water piping. C. isolated ground conductors shall terminate on isolated ground bus and receptacle isolated ground lugs only. 2.14 DOOR BUZZER AND PUSHBUTTON SYSTEM A. Provide a complete and operating door buzzer system with all necessary accessories, transformer and wiring. B. Buzzers, three required, shall be Edwards #1064 -G5, mounted 8' AFF in stock and mezzanine areas, and 2' AFF under cash wrap counter. C. Pushbutton shall be Edwards #1786 -B, mount at 4' AFF. D. Transformer rated 20 VA, 24VAC shall be Edwards #592, mount at 8' AFF, and connect to local general purpose receptacle circuit. PART 3 EXECUTION 3.01 CONDUIT AND RACEWAY APPLICATIONS A. Rigid Steel Conduit: For all exposed and U/G conduit exposed to mechanical damage. Minimum size is 3/4 ". B. Electrical Metallic Tubing (EMT): Interior power and lighting branch circuits where run concealed above suspended ceiling, in stud walls, furred spaces, and where not exposed to mechanical damage, or above 6' from floor. C. Flexible Metallic Conduit: In dry locations connection to transformers, (6' MAX.), vibrating equipment (24" MAX.), and to recessed lighting fixtures. D. Liquid -Tight Flexible Metallic Conduit: In damp and wet locations for connection to all pump motors, solenoid valves, HVAC equipment and similar devices shall be made using liquidtight flexible metallic conduit. Provide separate ground wire independent of conduit, run inside conduit and bonded at both ends to enclosures. Maximum length of 24 inches. 3.02 CONDUIT INSTALLATION A. General 1. Conduit system shall be concealed unless exposed work is clearly called for on drawings. 2. Conduits shall be tightly covered and well protected during construction using metallic bushings and bushing "pennies" to seal open ends. 3. In all empty conduits or ducts, install a 200 -pound tensile strength polyethylene pulling rope. 4. Conduit systems shall be electrically continuous throughout. Install code size, insulated, copper, green grounding conductor in all conduit runs pulled with phase and netural conductors. B. Layout 1. Locations of conduit runs shall be planned in advance of the installation and coordinated with the ductwork, plumbing, ceiling and wall construction in the same areas and shall not unnecessarily cross other conduits or pipe, nor prevent removal of ceiling or tiles or panels, nor block access to mechanical or electrical equipment. 2. Where practical, install conduits in groups, in parallel, for vertical and horizontal runs and at elevations that avoid unnecessary offsets. 3. Exposed conduit shall be run parallel or at right angles to the centerlines of columns and beams. 4. Conduits shall not be placed closer than 12 inches from a parallel hot water or steam line or 3 inches from such lines crossing perpendicular to the runs. C. Supports 1. All raceway systems shall be secured to the building structures using specified fasteners, clamps and hangers spaced according to code requirements. 2. Support single runs of conduit using one hole pipe straps. Where run horizontally on walls in damp or wet location, install "clamp-backs' to space conduit off the surface. 3. Multiple conduit runs shall be supported using "trapeze" hangers fabricated from specified construction channel, mounted to 3/8 inch diameter, threaded steel rods secured to building structures., Fasten conduit to construction channel with standard one hole pipe clamps or the equivalent. D. Termination and Joints 1. Raceways shall be joined using specified coupling or transition couplings where dissimilar raceway systems are joined. 2. Conduits shall be securely fastened to cabinets, boxes and gutters using two locknuts and an insulating bushing or specified insulated connectors. Install grounding bushings or bonding jumpers on all conduits terminating at concentric knockouts. 3. Conduit terminations exposed at weatherproof enclosures and cast outlet boxes shall be made watertight using specified connectors and hubs. 4. Install expansion couplings where any conduit crosses a building separation or expansion joint. E. Penetrations All floor penetrations shall be sealed water - tight. Maintain fire rating as required. Fire -safe all rated wall penetrations using 3M listed fire - safing sealants and assemblies. CABLE AND WIRE INSTALLATION General Conductors shall not be installed in conduit until all work of any nature that may cause damage is completed. Care shall be taken in pulling conductors that insulation is not damaged. U.L. approved non - petroleum base and insulating type pulling compound shall be used as needed. 2. All cables shall be installed and tested in accordance with manufacturer's requirements and warranty. Splicing and Terminating All aspects of splicing and terminating shall be in accordance with cable manufacturer's published procedures. 2. Make up all splices in outlet boxes with connectors as specified herein with separate tails of correct color to be made up to splice. Provide at least six (6) inches of tails packed in box after splice is made up. 3. All wire and cable in panels, terminal cabinets and equipment enclosures shall be bundled and clamped. C. Metallic sheathed type MC Cable: Installed for branch circuit wiring as allowed by local building code and tenant manual. Cable shall not be run exposed in finished spaces. Cable shall be supported in accordance with NEC article 334. Use only U.L. listed fittings for terminations at boxes and cabinets. 3.04 INSTALLATION OF BOXES AND WIRING SERVICES A. General 1. All outlets shall finish FLUSH with building walls and ceiling, except where exposed work is called for. There shall be no gap between box and wall or ceiling material. Any opening between box and wall or ceiling shall be caulked airtight. 2. Install raised device covers on all outlet boxes as required to finish flush with surface. Covers shall be of a depth to suit the wall or ceiling finish. 3. Leave no unused openings in any box. Install close -up plugs as required to seal openings. 4. Exposed outlet boxes and boxes in damp and wet locations shall be cast metal with gasketed cast metal cover plates. B. Boxes Layout 1. Outlet boxes shall be installed at the locations and elevations shown on the drawings or specified herein. Make adjustments to locations as required by structural conditions and to suit coordination requirements of other trades. 2. Outlet boxes in stud wall and partitions shall not be mounted back -to -back nor shall through -wall boxes be permitted. C. Supports 1. Boxes installed in stud walls shall be equipped with brackets designed for attaching directly to the studs or shall be mounted on heavy gauge galvanized steel box supports. 2. Fixture outlet boxes installed in suspended ceilings of gypsum board or lath and plaster construction shall be mounted to 16 gauge metal channel bars attached to main ceiling runners. 3. Fixture outlet boxes installed in suspended ceilings systems supporting acoustical tiles or panels shall be supported directly from the structures above wherever pendant - mounted fixtures are installed from the box. D. Mounting Heights: Mounting heights from finished floor to center line of device box shall be as follows, and in accordance with handicapped accessibility requirements of State Code. Device: Height(inches) Convenience receptacle 15 Convenience receptacles above Counters unless otherwise noted 36 Switches, light 48 Telephone outlet, wall 15 3.05 TRANSFORMER INSTALLATION A. Transformer shall be floor mounted as shown on the drawings. Furnish and install all mounting hardware to safely carry the weight of the transformer. Maintain adequate spacing for ventilation as recommended by the manufacturer and required by code. B. Provide Korfund type vibration isolation pads for each transformer. C. Connections to transformer shall be made with flexible metallic conduit. Install ground conductors in each conduit and provide grounding bushings as required. D. Provide heat insulating barrier below transformer where installed on combustiable surface. SECTION 16510: LIGHTING FIXTURES PART 1 GENERAL 1.01 DESCRIPTION A. 2.01 LAMPS Work Included END OF SECTION 1. Installation and connection of all fixtures, lamps, ballasts, lighting control devices, relays, related components and accessory wiring as shown on the plans, Fixture Schedule or as specified herein. 2. Owner to provide lighting fixtures and lamps. Contractor to install all lighting fixtures and lamps. 3. Final aiming and adjustment of recessed adjustable fixtures and track mounted fixtures shall be by the Electrical Contractor, as directed by the Owner's Representative. A. Related Work Specified Elsewhere: Refer to Section 16050 for requirements applicable to this Section. 1.02 COORDINATION: Refer to Architectural Plans for exact location of lighting fixtures. 1.03 SUBMITTALS: Submit in conformance with the requirements of Section 16050: Time switches, control devices, relays and cabinets and wiring diagrams. PART 2 PRODUCTS A. Incandescent Lamps: General purpose A base lamps shall be inside frosted, rated 120 VAC, or as noted on Fixture Schedule. Reflector style lamps, R and PAR, as noted on Fixture Schedule. MR16 lamps shall be G.E. Precise constant color type. B. Fluorescent Lamps 1. 24, 36 and 48 inch long lamps shall be T -8 energy saving DELUXE warm -white 735 K in color. 2. Compact twin -tube and double twin -tube, 9, 13 and 18 watts nominal, 735 K SPX35. C. Lamps shall be as manufactured by G.E., Osram, Venture, Sylvania only. 2.02 BALLASTS A. Fluorescent Lamp Ballasts 1. Ballasts for all single tube fluorescent lamps shall be U.L. approved, CBM certified or ETL tested, Class P, Sound Rated A, "full- output energy - saving, electronic ballasts for Octron lamps as manufactured by Magnetek. 2. Ballasts for compact fluorescent lamps shall have high power factor. 3. Ballasts shall be approved for use with energy saving lamps by the lamp manufacturer. 2.03 REFRACTORS, REFLECTORS AND LOUVERS A. All glassware, plaster and metal shall be uniform, free from defects, and photometrically tested for distribution by an independent testing laboratory. B. Plastic diffusers shall be of virgin acrylic plastic. C. Polished reflectors used with triphosphor compact lamps shall have anti - iridescent optical coating. 2.04 LIGHTING CONTROL SYSTEM A. Lighting Control system shall consist of 20A mechanical latching type lighting contactors, interconnecting wiring, a master switch station, time clocks and switches all housed within a Nema 1 enclosure. B. Lighting Contactor shall be housed in a code gage cabinet with time clocks and have hinged screw cover. Provide one or more as required cabinets Hoffman, or equal. Provide one or more Lighting Contactors as required "Square -D" 8903 or equal. C. Master switch station shall consist of 20A, 120/277VAC momentary contact single pole double throw, center OFF, toggle switches, Hubbell #1557 -1 and multiple channel outputs, or equal. Quantity as indicated on Drawings. Provide engraved multigang stainless steel cover plate for switches. 2.05 TIME SWITCHES A. Time switches shall be programmable 7-Day, 24 hour electronic type with backup battery as manufactured by Tork, Rainbird, or Intermatic. Time switches shall be wired to control lighting via Lighting contactors of lighting control system. Typical for HVAC system. PART 3 EXECUTION 3.01 INSTALLATION A. Contractor shall be responsible for handling, and fixtures shall be plumb, level, in straight lines without distortion and clean. B. Install each fixture in a manner recommended by the fixture manufacturer and approved by the Owner's Representative. Under this Section of the work, furnish and install all additional ceiling bracing, hanger supports and other structural reinforcements to the building require to properly and safely suspend fixtures, all as approved by the Owner's Representative. C. Fixtures in areas of exposed duct and pipe work shall be suspended to avoid conflict with same. D. Pendant fixtures shall be provided with ball aligners and sway adapters. Fixture chain shall not be used for supporting fixtures. E. Ballasts: Ballasts judged by the Owner's Representative to be noisy, and failed or malfunctioning ballasts shall be replaced at Owner's expense. 3.02 FIXTURE SUPPORT -- SUSPENDED CEILINGS A. Provide four wire supports for each suspended fixture, secured to the building structure independent of the ceiling supporting system. END OF SECTION ELECTRICAL.. ENGINEERING, INC I 1786 Augusta Ln Ste B, Yuba City, CA 95993 Ph: 530.790.0620 Fax: 530.671.9792 DATE: 1 -28 -08 JOB NQ: 07142 DRAWN: JP CHECKED: JL 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 z U z D J W L._ W co REVISIONS IMEMEMIIMMMO 1 EXPIRES 06 23 ISSUED FOR PERMIT /CONSTRUCTION 28 JAN. 08 RECEIVED CITY OF TUKWILA FEB 1 2008 PERMIT CENTER ELECTRICAL SPECIFICATIONS SHEET NUMBER IHT ET - 6 STRUCTL1RA.L NOTES: A. CONTROLLING 6UILDING CODE: 2006 INTERNATIONAL BUILDING CODE SEISMIC DESIGN CATEGORY: - - -- D WS • 0.952 SDI= 0.493 SITE CLASS D (ASSUMED). INTERIOR PRESSURE. Spec DESIGN LIVE LOAD (FLOOR) - - -- 100peF B. COLD FORMED STEEL (CBS) FRAMING I. ALL CPS MEMBERS SHALL BE AS SPECIFIED IN 'PRODUCT TECHNICAL INFORMATION' AS PUBLISHED BY TI-IE STEEL STUD MANUFACTURER'S ASSOCIATION (IC130 ER- 4943P). LEGEND: 1200 S I62 - 54 I T - - 1HICKNE55 OF STUD On m118) FLANGE WIDtW LL STYLE - 'S' STRUCTURAL, 't' TRACK T DEPTH 600• 6', 1000 • 10', 1200 a 12" 2. FASTENERS FOR CONNECTING CFS MEMBERS TO LIGI- ITG4GE MEMBERS SHALL BE *10 SELF DRILLING, SELF TAPPING SCREWS UN.O. 3. FASTENERS FOR CONNECTING CPS MEMBERS TO STRUCTURAL STEEL AND CONCRETE SHALL BE BY WELDING OR POWDER ACTUATED FASTENERS. 4. MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED FOR ALL WORK UNDER THIS SECTION. 5. ALL GALVANIZED STUDS, JOISTS AND ACCESSORIES, 54 mil (Iry GA). OR HEAVIER SHALL BE FORMED FROM STEEL THAT CONFORMS TO THE REQUIREMENTS OF ASTM A -653 WITH A YIELD OF 50 KSI AND AS SET FORTH IN SECTION 43.1 CP THE AISI 'SPECIFICATIONS FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS', LATEST EDITION. 6. ALL GALVANIZED STUDS, JOISTS, AND ACCESSORIES 43 ma (IS GA.) AND LIGHTER SHALL BE FORMED FROM STEEL THAT CONFORMS TO THE REQUIREMENTS OF ASTM A -653, WITH A YIELD OP 33 KSI AND AS SET FORTH IN SECTION A3.1 CO TWE AISI 'SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS', LATEST EDITION. 1. ALL GALVANIZED STUDS, JOISTS, AND ACCESSORIES 514ALL HAVE A MINIMUM G -90 COATING. S. PHYSICAL PROPERTIES AND ALLOWABLE LOAD CAPABILITIES OF MEMBERS SHALL BE DEVELOPED IN ACCORDANCE WITH 4151 'SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS', LATEST EDITION. STEEL THICKNESS / GAGE PREVIOUS STYLE DESIGNATION GAUGE MILS 20 33 IS 43 16 54 14 6S 12 9'I STYLE FLANGE WIDTH CSN 131 CSJ 162 CSW 200 CSE 250 CR I I/4' TRACK C. MISCELLANEOUS I. CONTRACTOR SHALL CWEGC DIMENSIONS, LOCATIONS, ELEVATIONS AND ALL CONDITIONS AT EXISTING STRUCTURE AND REPORT ANY VARIATIONS FROM CONTRACT DRAWINGS TO TWE ENGINEER 2. STRUCTURAL DETAILS MAY BE CHANGED TO SUIT FIELD CONDITIONS ONLY WITH ENGINEERS WRITTEN APPROVAL. 3. THESE DRAWINGS I4AVE BEEN PREPARED USING INFORMATION GATHERED PROM SITE SURVEY DWGS. ALL EXPOSED EXISTING CONDITIONS MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. CONCEALED CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR DURING CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED OF ANY DEVIATION FROM EXISTING CONDITIONS 51-1OtLN ON TWE DRAWING. DO NOT PROCEED WItW WORK UNTIL ENGINEER 1-145 INVESTIGATED EXISTING CONDITION AND ISSUED ADDITIONAL INFORMATION WHICH MAY BE REQUIRED. 4. WHERE EXISTING FIREPROOFING I5 DISTURBED FOR THE INSTALLATION OP NEW BRACING AND FRAMING, THE GC. SHALL REPLACE TWE DISTURBED FIREPROOFING WITH MATERIALS TO MATCH THE ORIGINAL CONDTIONS (TWAT 15 TYPE AND THICKNESS) AFTER THE INSTALLATION OF THE NEW MEMBERS. D. STRUCTURAL STEEL L STRUCTURAL STEEL SHALL CONFORM TO A.I.S .C. "SPECIFICATION FOR TI-IE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', 1989 EDITION. 2. ALL NEW STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A36. W STEEL SHAPES SHALL CONFORM TO ASTM A992. 3. ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE A.I S.C. 4. STEEL MEMBERS SHALL NOT BE SPLICED. 5. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 'STRUCTURAL WELDING CODE DI. I. ELECTRODES FOR FOR FIELD AND SHOP WELDS SHALL BE E10XX, UNLESS NOTED ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. ALL WELDS SHALL BE CLEANED OP SLAG PRIOR TO INSPECTION Br TESTING LABORATORY OR INDEPENDENT ENGINEER 6. CONTRACTOR TO VEIaJFY LOCATIONS AND WEIGHTS of ALL MECHANICAL UNITS WITH THE MECHANICAL ENGINEER'S DRAWINGS PRIOR TO CONSTRUCTION. 1. ALL STRUCTURAL STEEL TUBES SHALL CONFORM to ASTM 4500, GRADE B 8. SHOP DRAWINGS FOR STRUCTURAL AND MISC. STEEL SHALL BE ORIGINAL DWGS AND NOT COPIES OF PLAN AND DETAILS SHOWN ON THE CONTRACT DOCUMENTS. 5WOP DR4WING5 51-1OULD INCLUDE PLACEMENT DRAWINGS AND ERECTION DETAILS, INDIVIDUAL PIECE INFORMATION INCLUDING, BUT NOT LIMITED TO SHOP PIECE INFORMATION 5140P FABRICATIONS, LENGTHS, MATERIAL GRADES, SWOP FINISHES, ETC. G .C. TO PRE -CHECK SWOP DRAWINGS PRIOR TO SUBMITTAL TO ENGINEER SUBMIT THREE SETS OF PRINTS FOR REVIEW. ALLOW FOR FIVE DAYS FOR REVIEW AND RETURN OF DRAWINGS TO ARCHITECT FOR THEIR REVIEW. ELECTRONIC SUBMITTALS ARE NOT ACCEPTABLE. E. QUALITY CONTROL /SPECIAL INSPECTIONS I. GENERAL CONTRACTOR 61-IALL ALLOW A SUM FOR INSPECTION OF ALL CFS FRAIIING AND MISCELLANEOUS STEEL SWCU.N CN THE STRUCTURAL CONTRACT DOCUMENTS. 1 THE OWNER SHALL ENGAGE A LOCAL TESTING LABORATORY TO PERFORM REQUIRED INSPECTIONS OF ALL CFS FRAMING AND MISCELLANEOUS STEEL SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS. SUBMIT COPIES OF ALL REPORTS TO ENGINEER 3. GENERAL CONTRACTOR SHALL PROVIDE A COPY OF THE STRUCTURAL CONTRACT DOCUMENT TO TI-1E TESTING LABORATORY SO THAT THE LABORATORY CAN DETERMINE SCOPE OF SERVICES REQUIRED. 4. GENERAL CONTRACTOR SHALL COORDINATE WITH TESTING LABORATORY ALL REQUIRED INSPECTIONS PRIOR TO INSTALLATION OF GYPSUM BOARD AND /OR OTHER FINISHES. 5. ALL CFS MEMBERS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS SHALL BE CHECKED FOR GAGE THICKNESS, DEPTH, AND WIDTH OF MEMBERS AND SPACING. 6. ALL MISC. STEEL MEMBERS SWOIJN ON THE STRUCTURAL CONTRACT DOCUMENTS SHALL BE CHECKED FOR SIZE AND PLACEMENT_ CONNECTIONS SHALL BE CHECKED FOR SIZE OF ELEMENTS. BOLTED CONNECTIONS SHALL BE CHECKED FOR NUMBER AND SIZE OP BOLLS. WELDS 51-IALL BE VISUALLY CINECKED POR SIZE, LENGTH, AND QUALItr. TWE GENERAL CONTRACTOR WILL SUPPLY ERECTION AND SHOP DETAIL DRAWINGS BEARING TWE ENGINEERS STAMP NOTED 'APPROVED' OR 'APPROVED AS NOTED'. 7. HORIZONTAL AND VERTICAL ALIGNMENT OF CFS AND MISCELLANEOUS STEEL FRAMING MEMBERS SHALL BE CHECKED. 8. ALL CONNECTIONS POR CPS FRAMING 51-1ALL BE CHECKED FOR SIZE AND QUANTITY OF FASTENERS. 9. SUBMIT REPORT OF FINDINGS INDICATING CONFOR1ANCE WITH STRUCTURAL DOCUMENTS FOR A. CPS FRAMING PERIODIC INSPECTIONS 13. WELDING PERIODIC INSPECTIONS C. EXPANSION ANCHORS -- PERIODIC INSPECTIONS REPORTS ARE TO BE SUBMITTED TO TWE ARCHITECT, ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL. 10. ALL SITE INSPECTIONS AND OBSERVATIONS ARE TO BE PERFORMED BY OR UNDER THE SUPERVISION OF A LICENSED ENGINEER ANY DEVIATIONS OR DEFICIENCIES SHALL BE NOTED ON TWE REPORTS AND ANY CORRECTIVE ACTION TAKEN, IF KNOWN. PLAN PLAN NOTES: I. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY 11$ ARCWITE0T / ENGINEER CF ANY DISCREPANCIES. 2. ASSUMED ExISTING FRAMING IS SWCWN CN PLAN AND IN DETAILS. G.C. WALL FIELD VERIFY EXISTING FRAMING IS AS ASSUMED AND NOTIFY THE ENGINEER IF AG7l1AL CONDITIONS DO NOT ALLOUJ 71-IE INSTALLATION OF TI-1.E NEW CCNSTRUCtION AS DETAILED. 1/4"--1'4:1" DAVID M. G00DSON. P.E. PROFESSIONAL EN[�NEER # 08508.002 5445 LA SIERRA, SUITE 300 DALLAS, TEXAS 75231-4138 214.739.8100 FAX 214.739.6354 DMG Refir CODE. COIOLIAOCE V1AR _ � 7.00 0?, 6'15 DATE: 0l/'18/08 JOB NO: 0550E0.002 DRAWN: JB CHECKED: KG/D8 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS RECEIVED CITY OF TUKVJILA FEB 19 2008 PERMIT CENTER SCALE: AS SHOWN STRUCTURAL PLAN AND NOTES SHEET NUMBER S1.1 22' 1455 2x1xI /8 1455 2x1x1 /8 06. BEAM ASSEMBLY SECTION 03, TYPICAL FRAMING DETAIL 14 r 1455 2x1xl /8 I-es 2x1x1 /8 1-es 2x1x1 /S 1455 2x1xl /8 '= 1 x I N xl N D I 4 6 2x1x1 /S 0 0 1 1 X N X N 2' TYP. i / „ L IH55 2x2x1/8 COL., TYP. (4 TOTAL) 04. TYPICAL COLUMN SECTION 1 1/4 BASE FOOTING 2 3/4" + 14ILTI 14IT RE500 W/ MIN. 6 3/4' EMBED,(TYPJ <TYP. BASE PLATE 1/2'x3', TYP. <TYP. I- 1455 2x2x1 /8 COL., TYP. (4 TOTAL) 05. TYPICAL BASE PLATE DETAIL BOT OF STEEL N TO. STEEL 01. ENTRY PORTAL BASE PLAN • rff/ r 01 E00 CV X N cD 0) 1' -0° x N X N — -1 i iui 1 -0' 28 1/2' 1-155 2x1x1 /8 e z X N 1-155 2x1xl /8 1455 2xlx1 /8 1455 2x1xl /S I-4SS 2xlx1 /S 3- *5 CONT. *4 12° o.c. 0 02/512 2S 1/2' 126' 126' 1455 2x2x1 /S COL., TIP. HSS 2x1x1 /S 14SS 2xIxI /8 25 1/2' 1455 2xlxl /8 1455 2xlx1 /8 1455 2xlx1 /8 1-155 2x1xl /8 COOS COVACALOCt, C1 \ & ! 3 EXIST. 5' SLAB ON GRADE, ASSUMED. *4 x I'-6' 12' o.c. DRILL 5 1/8' INTO EXIST. = SET W/ 1 -1ILTI HIT RE500 02. FRONT FRAME ELEVATION ENTRY PORTAL DAVID M. 51 GOODSON, P.E. PR0FE50NAL ENGNEER # 08508.002 5445 LA SIERRA, SUITE 300 DALLAS, TEXAS 75231 -4138 214.739.8100 FAX 214.739.6354 DMG Ott-649" 28 1/2' X N X N (3) 03/512 X N X N tD N 1' -0" • - • ,: 1 x N X N tD N 1455 2xlx1 /S 04/51.2 N c'4 N 1' -0' cI 05/51.2 DATE: 0I/28 /08 JOB NO: 08508.002 DRAWN: J15 CHECKED: KG/D5 711 N. FIELDER RD. ARLINGTON. TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 iiiMEMMEMEMMOMMEMO z o_ 0 00 O0 O0 O) REVISIONS RECEIVED CITY OF TUKWILA FEB 1 2008 PERMIT CENTER SCALE: AS SHOWN SECTION AND DETAILS SHEET NUMBER S1.2 SOUTHCENTER MALL SOUTHCENTER I C3 S SH I TYP> 1/4 v 1-1SS 2x1xI /8 X x N I 1455 2xIx1 /8 1 22' 1455 2x1xI /8 1455 2x1x1 /8 06. BEAM ASSEMBLY SECTION 03, TYPICAL FRAMING DETAIL 14 r 1455 2x1xl /8 I-es 2x1x1 /8 1-es 2x1x1 /S 1455 2x1xl /8 '= 1 x I N xl N D I 4 6 2x1x1 /S 0 0 1 1 X N X N 2' TYP. i / „ L IH55 2x2x1/8 COL., TYP. (4 TOTAL) 04. TYPICAL COLUMN SECTION 1 1/4 BASE FOOTING 2 3/4" + 14ILTI 14IT RE500 W/ MIN. 6 3/4' EMBED,(TYPJ <TYP. BASE PLATE 1/2'x3', TYP. <TYP. I- 1455 2x2x1 /8 COL., TYP. (4 TOTAL) 05. TYPICAL BASE PLATE DETAIL BOT OF STEEL N TO. STEEL 01. ENTRY PORTAL BASE PLAN • rff/ r 01 E00 CV X N cD 0) 1' -0° x N X N — -1 i iui 1 -0' 28 1/2' 1-155 2x1x1 /8 e z X N 1-155 2x1xl /8 1455 2xlx1 /8 1455 2x1xl /S I-4SS 2xlx1 /S 3- *5 CONT. *4 12° o.c. 0 02/512 2S 1/2' 126' 126' 1455 2x2x1 /S COL., TIP. HSS 2x1x1 /S 14SS 2xIxI /8 25 1/2' 1455 2xlxl /8 1455 2xlx1 /8 1455 2xlx1 /8 1-155 2x1xl /8 COOS COVACALOCt, C1 \ & ! 3 EXIST. 5' SLAB ON GRADE, ASSUMED. *4 x I'-6' 12' o.c. DRILL 5 1/8' INTO EXIST. = SET W/ 1 -1ILTI HIT RE500 02. FRONT FRAME ELEVATION ENTRY PORTAL DAVID M. 51 GOODSON, P.E. PR0FE50NAL ENGNEER # 08508.002 5445 LA SIERRA, SUITE 300 DALLAS, TEXAS 75231 -4138 214.739.8100 FAX 214.739.6354 DMG Ott-649" 28 1/2' X N X N (3) 03/512 X N X N tD N 1' -0" • - • ,: 1 x N X N tD N 1455 2xlx1 /S 04/51.2 N c'4 N 1' -0' cI 05/51.2 DATE: 0I/28 /08 JOB NO: 08508.002 DRAWN: J15 CHECKED: KG/D5 711 N. FIELDER RD. ARLINGTON. TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 iiiMEMMEMEMMOMMEMO z o_ 0 00 O0 O0 O) REVISIONS RECEIVED CITY OF TUKWILA FEB 1 2008 PERMIT CENTER SCALE: AS SHOWN SECTION AND DETAILS SHEET NUMBER S1.2 SOUTHCENTER MALL SOUTHCENTER