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Permit D16-0085 - PEARLE VISION - TENANT IMPROVEMENT
PEARLE VISI N 17250 SOUTHCI • i E SUIT 128 D16-0085 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 7888920020 Permit Number: D16-0085 17250 SOUTHCENTER PKWY 128 Issue Date: 5/23/2016 Permit Expires On: 11/19/2016 Project Name: PEARLE VISION Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE, MN, 98006 TIM SCHENK 1120 E 80 ST #211, BLOOMINGTON, MN, 55420 LAKEVIEW CONSTRUCTION INC 10505 CORPORATE DR #200 , PLEASANT PRAIRIE, WI, 53158 LAKEVCI072KC ELDER -JONES 1120 E 80TH ST B , BLOOMINGTON, MN, 55420 Phone: (952) 345-6040 Phone: (414) 657-4222 Expiration Date: 1/13/2017 DESCRIPTION OF WORK: REMODEL OF AN EXISTING RETAIL TENANT SPACE IN THE SOUTHCENTER SQUARE MALL FOR A NEW PEALE VISION STORE. WORK TO INCLUDE NEW PARTITIONS, CEILINGS, INTERIOR FINISHES, NEW ELECTRICAL, NEW MECHANICAL AND NEW PLUMBING. Project Valuation: $147,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $3,253.38 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give auto • ' o violate or cancel the provisions of any other state or local laws regulating construction or th o ance of work. I am authorized to sign and obtain this development per ga xd agree to ► - cy►:' • s attached to this permit. Signature: /fL—// i Date: Print This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 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 Building Official from requiring the correction of errors in the construction documents and other data. 15: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 19: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 16: 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) 17: 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) 18: 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, 7.2, 7.3) 20: Maintain fire extinguisher coverage throughout. 21: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 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 1008.1.9.1) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 27: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 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 1011.6.3) 29: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 33: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 31: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 30: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 35: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. 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 #2437) 34: 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 #2437) (IFC 901.2) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 40: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 42: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 7888920020 Permit Number: 17100 SOUTHCENTER PKWY 128 Project Name: PEARLE VISION Issue Date: Permit Expires On: D16-0085 5/23/2016 11/19/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE, MN, 98006 TIM SCHENK Phone: (952) 345-6040 1120 E 80 ST #211, BLOOMINGTON, MN, 55420 LAKEVIEW CONSTRUCTION INC Phone: (414) 657-4222 10505 CORPORATE DR #200 , PLEASANT PRAIRIE, WI, 53158 LAKEVCI072KC Expiration Date: 1/13/2017 ELDER -JONES Address: 1120 E 80TH ST B , BLOOMINGTON, MN, 55420 DESCRIPTION OF WORK: REMODEL OF AN EXISTING RETAIL TENANT SPACE IN THE SOUTHCENTER SQUARE MALL FOR A NEW PEALE VISION STORE. WORK TO INCLUDE NEW PARTITIONS, CEILINGS, INTERIOR FINISHES, NEW ELECTRICAL, NEW MECHANICAL AND NEW PLUMBING. Project Valuation: $147,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $3,253.38 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No vV Permit Center Authorized Signature: Dater _2 [ c I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit an.. ee tot conditi. <' ached to permit. Signature: i Date: Print Na- e: �.v, ' -� 7 �(Nws6...../ This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 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 Building Official from requiring the correction of errors in the construction documents and other data. 15: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 19: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 16: 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) 17: 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) 18: 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, 7.2, 7.3) 20: Maintain fire extinguisher coverage throughout. 21: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 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 1008.1.9.1) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 27: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 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 1011.6.3) 29: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 33: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 31: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 30: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 35: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. 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 #2437) 34: 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 #2437) (IFC 901.2) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 40: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 42: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING CITY OF TUK1, A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: 034go Date Application Expires: OV? -1/0 (For once use only) CONSTRUCTION PERMIT APPLICATION 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 Site Address: 17100 Southcenter Parkway Tenant Name: Pearle Vision King Co Assessor's Tax No.: 7888920020 Suite Number: 128 Floor: 1 PROPERTY OWNER Name: Tim Schenk Name: WIG Properties, LLC City: Bloomington State: MN Zip: 55420 Address: 4811 134th. Place S.E. Email: tiros@elderjones.com City: Bellevue State: WA Zip: 98006 CONTACT PERSON — person receiving all project communication Name: Tim Schenk Address: 1120 E. 80th. Street, Suite 211 City: Bloomington State: MN Zip: 55420 Phone: (952) 345-6040 Fax: (952) 854-4909 Email: tiros@elderjones.com GENERAL CONTRACTOR INFORMATION Company Name: T.B.D. Address: Address: 3030 West Streetsboro Road Architect Name: James D. Stapleton Phone: (330) 659-6688 Fax: (330) 659-6675 City: State: City: Cincinnati State: OH Zip: Phone: Fax: Email: cgullett@frch.com Contr Reg No.: Exp Date: Tukwila Business License No.: H:\ApplicationsWorms-Applications On Line\201 I Applications\Pcrmit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: RI Yes ❑..No ARCHITECT OF RECORD Company Name: Thorson Baker & Associates Company Name: FRCH Design Worlwide Address: 3030 West Streetsboro Road Architect Name: James D. Stapleton Phone: (330) 659-6688 Fax: (330) 659-6675 Address: 311 Elm Street, Suite 600 City: Cincinnati State: OH Zip: 45202 Phone: (513) 262-1380 Fax: Email: cgullett@frch.com ENGINEER OF RECORD Company Name: Thorson Baker & Associates Engineer Name: Jeffrey M. Zunt Address: 3030 West Streetsboro Road City: Richfield State: OH Zip: 44286 Phone: (330) 659-6688 Fax: (330) 659-6675 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name,:,44./A---* eta ' vove_ Address:// Z0 b OD Td/.,- e City: tc2 //vole 'v State: 7/7/7 Zip: 55y2 Page 1 of 4 BUILDING PERMIT INFORMATIC 206-431-3670 Valuation of Project (contractor's bid price): $ 147,000 Existing Building Valuation: $ 38,338,600 Describe the scope of work (please provide detailed information): Remodel of an exisiting retail tnenat space in the Southcenter Square mall for a new Pearle Vision store. Work to include ne partitions, ceilings, interior finishes, new electrical, new mechanical, and new plumbing. Will there be new rack storage? ❑ Yes 121.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ® Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes I 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I1.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lst Floor 2,942 2,942 IIB M 2' Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ® Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes I 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I1.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFC ATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline 0...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided 0 .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards 0 ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public 13 WO # WO # WO # Private ❑ Private ❑ 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:WpplicationsWorms-Applications On Line \2011 ApplicationsTemiit Application Revised - 3-9-11.docx Revised: August 201 I bh Page 3 of 4 riERMIT APPLICATION NOTES - 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. 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). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHOi .ED AGENT: Signature: Date: 03/28/2016 Print Name: Tim Schenk Day Telephone: (952) 345-6040 Mailing Address: 1120 E. 80th Street, Suite 211 Bloomington MN 55420 CityState Zip H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 4 of 4 Q Cash Register Receipt City of Tukwila Receipt Number R8533 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $2,444.46 D16-0085 Address: 17100 SOUTHCENTER PKWY 128 Apn: 7888920020 $2,011.16 DEVELOPMENT $1,915.60 PERMIT FEE R000.322.100.00.00 0.00 $1,911.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $95.56 TECHNOLOGY FEE R000.322.900.04.00 0.00 $95.56 M16-0048 Address: 17100 SOUTHCENTER PKWY 128 Apn: 7888920020 $346.34 MECHANICAL $329.85 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $297.35 TECHNOLOGY FEE $16.49 TECHNOLOGY FEE R000.322.900.04.00 0.00 $16.49 PG16-0045 Address: 17100 SOUTHCENTER PKWY 128 Apn: 7888920020 $86.96 PLUMBING $77.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PLAN CHECK FEE R000.322.103.00.00 0.00 $45.38 TECHNOLOGY FEE $9.08 TECHNOLOGY FEE TOTAL, FEES PAID BY RECEIPT: R8533 R000.322.900.04.00 0.00 $9.08 $2,444,46 Date Paid: Monday, May 23, 2016 Paid By: LAKEVIEW CONSTRUCTION INC Pay Method: CHECK 43516 Printed: Monday, May 23, 2016 7:40 AM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PermitTRAK PAID $2,037.85 D16-0085 Address: 17100 SOUTHCENTER PKWY 128 Apn: 7888920020 $1,242.22 DEVELOPMENT $1,242.22 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,242.22 EL16-0275 Address: 17100 SOUTHCENTER PKWY 128 Apn: 7888920020 $564.17 ELECTRICAL $537.30 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $537.30 TECHNOLOGY FEE $26.87 TECHNOLOGY FEE R000.322.900.04.00 0.00 $26.87 M16-0048 Address: 17100 SOUTHCENTER PKWY 128 Apn: 7888920020 $82.46 MECHANICAL $82.46 PLAN CHECK FEE R000.322.102.00.00 0.00 $82.46 PG16-0045 Address: 17100 SOUTHCENTER PKWY 128 Apn: 7888920020 $149.00 PLUMBING $149.00 PERMIT FEE R000.322.100.00.00 TOTAL FEES PAID BY RECEIPT: R8049 0.00 $149.00 $2,037.85 Date Paid: Tuesday, March 29, 2016 Paid By: ELDER -JONES Pay Method: CHECK 74015 Printed: Tuesday, March 29, 2016 2:36 PM 1 of 1 i __i SYSTEMS INSPECTION RECORD Retain a copy with permit b/6 -OOeS' EZ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 INSP TION NO. PERMIT NO. Pro'ect: E/1lar vISIca Type of Inspection: I JILDi,1G / IAL Date Called: — Address: 1-72050 vn+e r > y Special Instructions:-Ir Date Wanted: Date % /S /ip �„,,� LQ' p.m. Requester: WO SS Phone No: q3/- no - lose Approved per applicable codes. Corrections required prior to approval. COMMENTS: at Tv r4:7;44._ Co,oT,/J&5T 0At P7A/AL AePRov,AL Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit lG - ootis PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj Pete- j/0S/o�✓ Type of Inspection: ,� ia.bt.fer f-/ilAL Address: )72? c2cor Date Called: t Special Instructions: ,.,— PeoTleciyo Date Wanted: t� 7//7//6 a.m. p,m. Reques r: Kvsg Phone No: P /l 41'1 — 224- 20 ElApproved per applicable codes. g Corrections required prior to approval. COMMENTS: t Pal/1'...-ion ,.,— PeoTleciyo 2r P /l 6.-c i7 lC'i . Appe0 4-e_ CA... a- - „gad Inspector:/ r°v1 Date: REINSPECTION FEE REQUIRED. Prior to next inspec4ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D►G -Does° PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj Ai2Lt" V/S'o// Type f Inspection: brNE126eAdt,/ G/6H7Ar6- Ad 17250 ress: JUniegkfree Pe Date Called: Special Instructions: Date Wanted: 7 /y /6 a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: n 41/1 Date : 10 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 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 Permit Inspection Request Line (206) 438-9350 b,6 -CO 65 - Pro ect: ligA lac II/ S/onl Type of Inspection: 64E r J c-' Z/6077.46 -- Address: )72 54 Sdant CE,,JTrE e431, Date Called: Special Instructions: Date W-7 G .m. m. Requester: Phone No: ElApproved per applicable codes. IECorrections required prior to approval. COMMENTS: 1 RO vt c / vr /f 62k -4' 6-/"17k)6-- Al— / cstK. Gelet- /QT— erlf6CS Inspector: Date: 7/ 3//r - REINSPECTION ,4 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call. to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN ON NO. `6/o-ov1S" PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Projes 3 r, 2LL ✓Sio#/ Type of Inspection: 6LAZlA1 ' Address: 172W vr-Ace n ?Am Date Called: Special Instructions: ZB Date Want : 7 / 2//6 a.m. p.m. Request r: SS Phone No: 9gI- 22o - 2os' ElApproved per applicable codes. ['Corrections required prior to approval. COMMENTS: n//A Inspector: Date: -7/2//a n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (\tN INSPECTION RECORD Retain a copy with permit TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 odd x\ \ Project 1 v/S/G&J Type of Inspection: /1 �, SC ,PES. - C4VA-TC"' Address: 172 66 P Date Called: Special Instructions: Date Wanted: % //�l / a.m. p.m. Requester- equester-Phone PhoneNo: ® Approved per applicable codes. El Corrections required prior to approval. COMMENTS: a zrAlJ, 7- oA.)I I beer- REINgPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. SPECTION NO. INSPECTION RECORD Retain a copy with permit goPO- P/6 00 d/6-00 Y. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' c�`� t: c ,. Type o Ilnspeition: .,r t4 Address: (7 2 -YO 5a' C 1# Qate Called: y Special Instructions: ,/�rDate I�`�lj ante -�'� 6 a.m. p.m. Re ester: USS J4/4 -S00 Phone No: 13 f 22-° 2 -oil Approved per applicable codes. El Corrections required prior to approval. OMMENTS: Inspector: /C Date .16 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit l oog CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ect: eQ - • c I V(5 (6 ii Type o lnspey Lion: 5,- cot -tor -et -8_. f/Rd Address: Ji 2.5C So lit - f .Or Date Called• JIt( f —24 S ecialnlgs �1 Tr C - k— reigtiF ` 6 ‘A -V5 y 444 Da e Intet.r /� a.m. p• Requester Mgr / (`k -s -S L70 Ph a No: 1'3( 70 zos---5 Ikpproved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: Dater_ .. CS— — \ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -016- 0065- .,/( 06s /l—f- 117 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Le- VSi O �-\ Type of Inspection: �iv�/—/brief4gi-S 7hS, Address: Suite #: /7250 4 r Contact PI4vvy Person: ' Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: g,€N A / -- / seii Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector:' ,,,,--,7 3 Date: 7�/3// 4, Hrs.: / 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 2 - INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit I o —r- (2 ? PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:. — V t SI OvTh Type of Inspection: F/N --\-?e)N(L Address: Suite #: 17100 Pre -Fire: Contact Person: -1v0,f ' 1Z� Special Instructions: e C"0 ( c Jz �- Phone No.: .Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: P' A./ 0 rle_le c 71- 1-0 (1- irtv,. Pre -Fire: Permits: Occupancy Type: ='' / '-� (I <1-7--A--,4. a ., /1(4,,,<-,--./ f...-c� - /--1.- e C"0 ( c Jz �- ,/f ` ys !Ai, /( /l e--lrei€ ./ r ( (7:4) r .e_e / l''' UP< – /4V-5-2- -of Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:. =- t tc J Date: –7/o_ J /(9 Hrs.: (. 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit I – PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project - i p k 2_ L .e_ Sprinklers: Type of Inspection: 64-0 _ovv„-- Address: Y Suite #: /7Z 50 Sc- PL. u 1' . ( ZS Conta6t Person: Special Instructions: ' Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Alk1/ 1/U --- /0 7 2A r — Ass ss ",,s� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector y� //f f? Date: 4 f j c'/ i(e Hrs.: Z. 6 / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Interior Lighting Summary LTG -SUM 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write- Project Address Pearle Vision Store #: C6551, Issaquah Commons Date 10/27/2015 755 NW Gilman Blvd. For Building Department Use FILE Issaquah, WA 98027 Applicant Name: Applicant Address: Applicant Phone: Project Description • New Building • Addition 0 Alteration • Plans Included Lighting Compliance Path 0 Lighting Power Density Calculations 0 Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Lighting Power Allowance Method Selection required to enable LPA forms 0 Building Area Method Q Space -By -Space Method Interior Lighting System Description Briefly describe lighting system type and features. Provide new lighting for reconfigured space including (2) refraction roo alltiiProom, pretest room, and corridor. CITY OF TUKW IL A MAR 2 0 2016 PERMIT CENTER Additions and Change of Space Use (C101.4.3 & C101.4.4) • Addition area or Change of Space Use area complies with all applicable provisions as stand alone project is combined with existing building lighting systems to demonstrate compliance with all applicable C101.4.3 Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document maximum proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting C405.2 and commissioning of lighting controls per C405.13. • Addition area provisions per Provide Building allowed and controls per Alterations, Renovations and Repairs (C101.4.3.1) • 60% or more of luminaires in space replaced Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document maximum within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. Provide Building allowed wattage Proposed Wattage 0 Less than 60% of luminaires in space replaced Space -By -Space Method (LTG -INT -SPACE) Compliance Form for this retrofit area. Document retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (in Proposed Wattage table. existing total wattage lad g. 2 aas ao 1 an V F Provide a separate within the lighting wattage in the _M� ballast replacement within existing luminaires only — existing total interior building wattage not increased'O�E L,O IPLtP t fpg$PROVF1 • Lamp and/or to serve added fixtures and/or fixtures relocated to new circuit manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.3), and commissioning of lighting controls per C405.13 C405.2.4 , pecifa 211 • New wiring installed Provide applicable application controls • New or moved lighting panel lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2. I), an C405.13. commi s/b jT� g2fliy�hti iglii 1 R t + IV Provide all applicable controls per - luminaires unchanged or moved only lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. • Space is reconfigured LIIJI Provide all applicable being made to the interior lighting and space use not changed. - i D . 341 w 4 .rte --h_ 11, NI No changes are Di Interior Lighting Summary - Space -By -Space LTG -INT -SPACE 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stones and all R1 Revised Jan 2014 Project Address Pearle Vision Store #: C6551, Issaquah Commons Date 10/27/2015 Lighting Alterations, Renovations & Building Additions * Less than 60% 0 60% or more 0 Stand alone 0 Addition Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Space Types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, provide total existing lighting wattage (prior to retrofit) in the space provided in the Maximum Allowed Lighting table. For Building Department Use Maximum Allowed Lighting Wattage Location (plan #, room #) Space Type* Allowed Watts per ft2 Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) O.D. Rms D: Line voltage 6" recessed downlight 4 100 400 Corridor PWS: Wall sconce with medium screw-type base, 100W max. 2 100 200 Atrium** Enter Height: O.D. Rms, Corr., BOH Existing Lighting Enter Exist. Watts: 1384 1384 Retail Display Allowance from LTG -INT -DISPLAY * Select Table C405.5.2(2) category from drop down menu. ** For atriums, indicate height. Allowed wattage for first 40 feet is 0.03 Wfft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Total Area Allowed Watts 1384 Location (plan #, room #) Fixture Description*** Number of Fixtures Watts/ Fixture Watts Proposed O.D. Rms, Corr. A: Recessed 2X2 parabolic troffer with (3) biax lamps 5 102 510 O.D. Rms D: Line voltage 6" recessed downlight 4 100 400 Corridor PWS: Wall sconce with medium screw-type base, 100W max. 2 100 200 Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting *** Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Total Proposed Watts 1110 Notes: 1. Include ALL proposed lighting fixtures. 2. 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. 3. 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 C405.5.1. For line voltage 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 of the transformer. For low voltage track lighting list the transformer rated wattage. 4. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 5. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description. 6. If #NA appears in Retail Display cells, information on LTG -INT -DISPLAY is incomplete. Interior Lighting Power Allowance Interior Display Lighting - Space -by -Space LTG -INT -DISPLAY 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address Pearle Vision Store #: C6551, Issaquah Commons Date 10/27/2015 755 NW Gilman Blvd. For Building Department Use Issaquah, WA 98027 Applicant Name: Maximum Allowed Display Lighting Wattage Location (plan #, room #) Retail Display Area Type* Allowed Watts per ft2 ** Gross Interior Area in ft2 Watts Allowed (watts/ftZ x area) * Only retail sales areas that meet the requirements defined in Table C405.5.2(2) footnote A may be entered here. Select retail sales areas form drop down menu. ** Wattages per Table C405.5.2(2) footnote A. ++ Display light allowance per footnote A calculation. Proposed Display Lighting Wattage Only separately controlled display fixtures independent of general area lighting per Table C405.5.2(2) footnote A may be entered here. Total Display Lighting Base Allowance ++ Total Display Allowance Area Area Watts Display Area* Location (plan #, room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed * Select retail sales display area from drop down menu. Proposed Display Lighting Totals Total Proposed Watts Retail 1 Retail 2 Retail 3 Retail 4 Notes: 1. For proposed Display 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 C405.5.1. For line voltage 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. For low voltage track lighting list the transformer rated wattage. 3. List all display fixtures. Interior Lighting Summary - Building Area Method LTG -INT -BLD 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address Pearle Vision Store #: C6551, Issaquah Commons Date 10/27/2015 Lighting Alterations, Renovations & Building Additions Less than 60% 0 60% or more 0 Stand alone 0 Addition Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they maybe combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Building Area types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Building Area types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, use LTG -INT -SPACE form. For Building Department Use Use LTG -INT -SPACE form for less than 60% lighting retrofit. Building Area* Location (plan #, room #, or ALL) Area Description Allowed Watts per ft2 Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) * Select Table C405.5.2(1) Building Area from drop down menu. Total' Use LTG -INT -SPACE form for less than 60% lighting retrofit. Building Area* Location (plan #, room #) Fixture Description** Number of Fixtures Watts/ Fixture Watts Proposed * Select Table C405.5.2(1) Building Area from drop down menu. ** Include existing to remain lighting and exempt lighting equipment per notes below. Compliance by Building Area Building Area Warnings Total Allowed Watts Total Proposed Watts Interior Lighting Power Allowance Total Notes: 1. Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. 2. Proposed fixtures must be listed in the building area in which they occur. Include ALL proposed lighting fixtures. 3. 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. 4. 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 C405.5.1. For line voltage 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. For low voltage track lighting list the transformer rated wattage. 5. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 6. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description. Exterior Lighting Summary LTG -EXT 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address: Pearle Vision Store #: C6551, Issaquah Common Date 10/27/2015 755 NW Gilman Blvd. For Building Department Use Issaquah, WA 98027 Applicant Name: Applicant Addr: Applicant Phone: Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included Lighting Zone As specified by jurisdiction. Zone selection required to enable LTG -EXT form 0 Zone 1 Q Zone 2 0 Zone 3 0 Zone 4 Compliance Option 0 Lighting Power Density Calculations Q Total Building Performance Building Grounds Applies to luminaires > 100 Watts ❑ Efficacy > 60 lumens/W ❑ Controlled by motion sensor ❑ Exemption (list) Exterior Lighting Alterations ❑ No changes are being made to the existing exterior lighting ❑ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable exterior lighting controls per C405.2.4 and commissioning per Tradable Maximum Allowed Lighting Wattage Base Site Allowance: Tradable Surfaces Surface Description Allowed Watts per ft2 or per If Area (ft`), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Total Allowed Tradable Watts: radable Proposed Lighting Wattage (Use mfgr listed maximum input wattage for luminaire.) Tradable Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non -tradable categories. Non -Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 0 Non -Tradable Surfaces Surface Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Non -Tradable Proposed Lighting Wattage Non -Tradable Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non -tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Total excess Non -Tradable watts: Site Allowance Balance: Exterior Lighting Lighting, Motor, and Transformer Permit Documents Checklist LTG-CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address Pearle Vision Store #: C6551, Issaquah Commons Date 10/27/2015 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformerrequirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING CONTROLS (Section C405.2) YES 0405.2.1.1 C405.2.1.2 Manual interior lighting controls Indicate on plans the manual control type & locations served; E-1.1 Indicate of plans the 50% lighting load reduction method provided or identify exception taken E-1.1 NO C405.2.2.1 Automatic time switch controls and override switching Indicate lighting system automatic shut-off capability - identify lighting zone areas served on plans; Indicate locations of override switches on plans and the areas served, include area sq. ft.; Indicate locations where automatic shutoff is provided by other methods (occupancy sensor, daylight controls, etc) NO C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors NO C405.2.2.3 Daylight zones - Vertical fenestration and skylights Indicate vertical fenestration primary and secondary daylight zone areas on plans, include sq. ft.; Indicate skylight daylight zone areas on plans, include sq. ft. No C405.2.2.3.2 Daylight zone controls Indicate on plans the locations served by daylight zone controls; Indicate in plans the lighting load reduction (dimming) method - stepped or continuous dimming YES C405.2.3 Specific application lighting controls - General Indicate on plans the locations served by specific application lighting controls E-1.1 NA C405.2.3 - Items 1&2 Display and accent lighting Indicate lighting control method for display and accent lighting, and display case lighting; Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space NA C405.2.3 - Item 3 Hotel/motel guest rooms Provide a lighting control device at each guest room entry for all permanently installed fixtures in guest room; Indicated whether lighting control is manual or automatic NA C405.2.3 - Item 4 Supplemental task lighting Provide automatic shut-off vacancy controls for supplemental task lighting, including under-shelf or under-cabinet lighting NA C405.2.3 - Item 5 Lighting for non - visual applications Identify eligible non-visual applications and method of lighting control; Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space NAfor C405.2.3 - Item 6 Lighting equipment sale or demonstration Indicate lighting control method for lighting equipment for sale or demonstration; Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space NAperiods; C405.2.3 - Item 7 Means of egress lighting If egress lighting power density is greater than 0.05W/ft2, indicate method of automatic shut-off during unoccupied Identify on plans the egress fixtures that function as both normal and emergency means of egress illumination NA 0405.10 0405.11 Cooler and freezer lighting Provide vacancy device or timer to turn off fixtures within 15 minutes of unoccupancy for cooler and freezer lighting fixtures with lamp efficacy less than 40 lumens per watt NA C405.2.4 Exterior lighting controls Indicate on exterior lighting plans the automatic lighting control method and locations served NA C405.6.1 Exterior building grounds lighting controls Provide motion sensor controls for building grounds fixtures rated at greater than 100 watts with lamp efficacy less than 60 lumens, or identify exception taken No C408.3 Lighting system functional testing Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; Provide written procedures for functional testing of all automatic controls and describe the expected system response; Identify in construction documents the party responsible for functional testing of automatic lighting controls INTERIOR LIGHTING POWER & EFFICACY (Sections C405.5, C405.10, C405.11) Lighting, Motor, and Transformer Permit Documents Checklist LTG -CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address Pearle Vision Store #: C6551, Issaquah Commons Date 10/27/2015 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformerrequirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes Yes C405.5.1 C405.5.1.1 C405.5.1.2 C405.5.1.3 C405.5.1.4 Total connected interior lighting power g g Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; E-1.1 Identify spaces eligible for lighting power exemption on plans and in compliance forms; N/A Identify lighting equipment eligible for exemption in fixture schedule and in compliance forms; N/A Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently N/A Yes C405.4 Exit signs Provide exit sign types and rated watts per fixture in fixture schedule (maximum 5 watts per fixture) E-1.1 NA 0405.10 C405.11 Cooler and freezer lighting For lighting in walk-in coolers and freezers, and refrigerated warehouse coolers and freezers, provide rated lamp efficacy (in lumens per watt) in fixture schedule Lighting Power Calculation - Indicate compliance path taken NA C405.5.2 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans Yes C405.5.2 Space -By -Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage. Identify locations of space types on plans, including retail display areas as applicable LTG -INT -SPACE EXTERIOR LIGHTING POWER & EFFICACY (Section C405.6) NA C405.6.2 Total connected exterior lightingpp power Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; Identifyexterior applications eligible for lighting 9 9 g power exemption on plans and in compliance forms; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting NA Table C405.6.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ NA C405.6.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts, provide rated lamp efficacy (in lumens per watt) in fixture schedule NA C405.6.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed MOTORS & TRANSFORMERS (Sections C405.8, C405.9) NA C405.8 Electric Motors For motors not part of an HVAC system, provide electric motor schedule on electrical plans with hp, rpm, and rated efficiency NA C405.9 Transformers Provide distribution transformer schedule on electrical plans with transformer size and efficiency If "no" is selected for any question, provide explanation: 1. Automatic time switch is exempted as work is an alteration/rennovation of existing space. C101.4.3.1. 2. Occupancy sensors exempted in OD rooms as "patient care is directly provided". C405.2.2 Exception 2. 3. Daylight control is exempted due to no windows or skylights present in area of work. 4. Lighting system functional testing is exempted because there is no occupancy, daylight, timeclock control being added in this alteration/rennovation. Testing also exempted as total building lighting load is under 10kW as per sheet E-2.0. Instructions for Electronic Forms, pg 1 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Intro Commercial Provision Chapters 1 - 5 of the 2012 Washington State Energy Code apply to all commercial occupancies, R-2 and R-3 occupancies greater than 3 stories above grade, and R-1 occupancy (all building heights). This file, LTG12-v3.XLSM, has electronic compliance forms for electrical power and lighting system provisions as defined in Section C405. This includes interior and exterior lighting systems, electric motors, and transformers. There are two companion files: ENV12-v3.XLSM (Sections C101, C303, C402 and Appendix A envelope requirements) and MECH12-v3.XLSM (Section C403 mechanical systems requirements). EnergyCode This form is a compliance aid and is not a substitute for the full energy code text or specific jurisdiction compliance requirements. Users should refer to the code text and contact the local jurisdiction for complete information. The full 2012 WSEC code text is available for download from the NEEC website: htto:/www.neec.net/enerov-codes Training Refer to the NEEC website for instruction on how to complete all of the 2012 WSEC Compliance Forms. Start-up Select this file from the NEEC website to download to your computer. When opening the file be sure to Enable Macros. Overview This file is an Excel workbook that contains multiple compliance forms and resources in Excel worksheets. Each worksheet is indicated by a tab at the bottom of the screen. You may visit each worksheet by selecting it's tab. Most calculations are automated. Cells that display informational text and the results of calculations are write - protected and cannot be edited. Save Files This file is saved in the same manner as any standard Excel file. Getting Around Some forms have two pages. Both pages are available on screen when you select the tab for a form (worksheet). Use the scroll bars to find the second page located below the first page. Input Cells All general project information and the date are entered once on LTG -SUM. This information is automatically replicated on all other LTG forms. The LTG -SUM form accompanies all other LTG forms except LTG -EXT, which is a stand alone form. Only input cells are accessible. If you try to edit a write -protected cell an error message will appear requesting a password. A password IS NOT required to complete these forms. You may use the TAB key to move to the next input cell. If the TAB doesn't take you where you want to go, use your mouse to move around the form. Avoid excessively long text strings when entering information. In some cases, text that extends beyond the available space will not be visible. In most cases the text will wrap within the cell. This may force part of the form onto a new page. To enter the date, use this format: mm/dd/yyyy. For example, you would enter 7/1/2013 or 12/21/2014. Check boxes can be checked or unchecked by clicking in the box with your mouse. Radio buttons (circles) allow only one in a set to be selected. Drop-down lists have an arrow at the right side of the cell. Click on the arrow with your mouse and select the appropriate option. Use the delete button on your computer to clear a drop-down entry. When a form has a space for notes or explanation, click anywhere in the space to edit. Personalizin g You can personalize the forms with your company name, address, phone, or any other information. This is done by editing the header or footer in Excel. AddingAnd Deleting Lines Many tables, such as for listing proposed lighting fixture types, have a certain number of lines available for entering data. You may need more lines to enter all your information. Where this feature is available, you can add additional lines to the table by selecting the "+" button on the right hand side of the table with your mouse. To remove lines that you have added, select the ' =" button with your mouse. This will delete the last line of the section. You cannot remove lines that were not added; an error message will appear if you try. If you add additional lines with this method, the pagination may be affected forcing the forms to carry additional lines over to other pages. Be sure to submit all pages to the plans examiner. Compliance Path You must select a Compliance Path on LTG -SUM (line 12). Interior LTG Power Allowance Method You must select a Lighting Power Allowance Method on LTG -SUM (line 14) to activate the required worksheets and automatically calculate interior lighting power allowances. Exterior LTG Zone You must select a Lighting Zone on LTG -EXT (line 12) to activate this worksheet to display the applicable base site allowance and automatically calculate the applicable exterior lighting power allowances. Instructions for Electronic Forms, pg 2 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Interior LTG Building Area Method For projects complying via the Building Area Method, provide the total gross interior area for each Building Area Type in the Maximum Allowed Lighting Wattage table using the drop down menu. Assign a Building Area using the drop menu for each lighting fixture type defined in the Proposed Lighting Wattage table. The worksheet will total all fixtures assigned to each Building Area. Each Buidling Area shall comply independently. Interior LTG Space -By- Space Method For projects complying via the Space -By -Space Method, provide total gross interior area for each Space Type in the Maximum Allowed Lighting Wattage table using the drop down menu. For Atriums, provide total gross interior area and ceiling height (above finished floor) in the Maximum Allowed Lighting Wattage table. All Retail Display lighting shall be entered in the LTG -INT -DISPLAY worksheet. Results from this worksheet automatically transfer to the LTG -INT -SPACE worksheet in the assigned locations under Maximum Allowed Lighting Wattage and Proposed Lighting Wattage tables. Interior LTG Retail Display For projects with Retail Display lighting that is in addition to Retail Sales general area lighting, assign a Retail Display category (per Table C405.5.2(2) Footnote A) to each lighting fixture type defined in the Proposed Display Lighting Wattage table using the drop down menu. Provide the total gross interior area for each eligible Retail Display category in the Maximum Allowed Display Lighting Wattage table using the drop down menu. The total Retail Display gross interior area entered in the LTG -INT -DISPLAY worksheet may not exceed the total Retail Sales gross interior area entered in the LTG -INT -SPACE worksheet. Exterior LTG Provide square -foot surface area, perimeter linear feet, or number of items for each Surface Type in the Tradable and Non -Tradable Maximum Allowed Lighting Wattage tables using the drop down menus. Assign a Surface using the drop menu for each exterior lighting fixture type defined in the Tradable and Non -Tradable Proposed Lighting Wattage tables. Printing The forms should print on any printer supported by your operating system. You will need to have the following TrueType fonts installed under Windows: Arial, Times New Roman, Courier New and Wingdings. These are all standard Windows fonts. If you are losing form details when printing, you may have a shortage of printer memory. Try printing problem pages individually. By default, only the active worksheet is printed. To print more than one worksheet at a time, open your print set-up menu and select either the page range you wish to print or Entire Workbook. Forms (worksheets) in a workbook may not be deleted because the file is locked. Blank Forms To print blank forms to fill out by hand, delete all of the heading information at the beginning of LTG -SUM and select the desired Lighting Power Allowance Method. For each radio button group there is a button labeled "Clear." Clicking this button will clear the other buttons so that they will print as empty circles. The "Clear" button will not print. End of Instructions for Electronic Forms PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0085 DATE: 04/01/16 PROJECT NAME: PEARLE VISION SITE ADDRESS: 17100 SOUTHCENTER PKWY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Deferred Submittal #_ after Permit Issued DEPARTMENTS: Aw Lk-�� —Building Division 'a Public Works /W( A-tu c ,- ,4-10 L 4 * Fire Prevention Planning Division Structural ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 04/05/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) Notation: J`}-1 (�(-f/►� (ie: Zoning Issues) DUE DATE: 05/03/16 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: ky)110 ti0j-�S ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: L—LC `i.l-SUV M t(o- onLt 8 Octifr Project Address: St,LANne,ef' ' iLL0i1,7 , ( 11- ; \ Up Contact Person: t; -,c9�Alj> ._ �T��,/ O ,' Phone Number: (33\ - Summary of Revision: Roui 0 Cocctec RECEIVED CITY OF TU-KWILSA JUN 14 2016 NTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Nj--- Entered in TRAKiT on (9-(4—(co W.Permit Center \Templates\Forms\Revision Submittal Form. doc Revised. August 2015 LAKEVIEW CONSTRUCTION IN(' Home Espafiol Contact Safety & Health Claims & Insurance Ci Washington State Department of Labor & Industries Search L&I Page 1 of 2 A -Z Index Help My L&I Workplace Rights Trades & Licensing LAKEVIEW CONSTRUCTION INC Owner or tradesperson Principals MOON, KENT ALAN, PRESIDENT SUNDAY, EUGENE R, PRESIDENT (End: 01/10/2011) Doing business as LAKEVIEW CONSTRUCTION INC WA UBI No. 601 447 862 10505 CORPORATE DR, #200 PLEASANT PRAIRIE, WI 53158 414-657-4222 Business type Corporation Governing persons ADAMSON E DEWAYNE EUGENE R SUNDAY; KENT A MOON; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ..................................................................... Meets current requirements. License specialties GENERAL License no. LAKEVCI072KC Effective — expiration 05/03/1993— 01/13/2017 Bond TRAVELERS CAS & STY CO OF AMER Bond account no. 400MJ9662 $12,000.00 Received by L&I Effective date 02/17/2006 04/23/2006 Expiration date Until Canceled Insurance ........................ _... National Fire Ins of Hartford $1,000,000.00 Policy no. 5082945285 Received by L&I Effective date 01/11/2016 01/01/2015 Expiration date 01/01/2017 Insurance history https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601447862&LIC=LAKEVCI072KC&SAW= 5/23/2016 LAKEVIEW CONSTRUCTION IINT' Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of 0 Labor & Industries Search L&I Page 1 of 2 A -Z Index Help My MI Workplace Rights Trades & Licensing LAKEVIEW CONSTRUCTION INC Owner or tradesperson Principals MOON, KENT ALAN, PRESIDENT SUNDAY, EUGENE R, PRESIDENT (End: 01/10/2011) Doing business as LAKEVIEW CONSTRUCTION INC WA UBI No. 601 447 862 10505 CORPORATE DR, #200 PLEASANT PRAIRIE, WI 53158 414-657-4222 Business type Corporation Governing persons ADAMSON E DEWAYNE EUGENE R SUNDAY; KENT A MOON; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ._._.................._........._............................ Meets current requirements. License specialties GENERAL License no. LAKEVCI072KC Effective — expiration 05/03/1993— 01/13/2017 Bond ............_. TRAVELERS CAS & STY CO OF AMER Bond account no. 400MJ9662 $12,000.00 Received by L&I Effective date 02/17/2006 04/23/2006 Expiration date Until Canceled Insurance ....................... National Fire Ins of Hartford $1,000,000.00 Policy no. 5082945285 Received by L&I Effective date 01/11/2016 01/01/2015 Expiration date 01/01/2017 Insurance history https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601447862&LIC=LAKEVCI072KC&SAW= 5/23/2016 C6427 AO CN RESPONSIBILITY SCHEDULE NOTE: THE GENERAL CONTRACTOR SHALL VERIFY ALL ITEMS ON THIS SCHEDULE FOR ACCURACY PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO LUXOTTICA PROJECT MANAGER IMMEDIATELY. 1. BUILDING $ V0 � I' Q ti, �• •�' T= TENANT ��� GC= GENERAL CONTRACTOR LL N/= LANDLORD P N/A= NOT APPLICABLE • •'•, DIVISION 01000 - GENERAL suPf.. RGv. MIL ne15 PIR Rao APPLICABLE CODES: REMARKS BUILDING PERMIT T GC MECHANICAL: 2012 IMC W/ WA STATE BUILDING CODE AMENDMENTS ADDRESS6300 SOUTHCENTER BLVD, SUITE 100 A GC SHALL AMEND / PICK UP PERMIT $ PAY ADDTL FEES; FEES BILLABLE AT NET COST PROFESSIONAL CLEAN-UP, FINAL CLEANING GC GC 20 12 IECC/WA STATE ENERGY CODE $ ENERGY: WA STATE INDOOR AIR QUALITY CODE A. THE GC SHALL CONTACT THE LUXOTTICA P.M. TO RESOLVE ALL FIELD ISSUES. Q. DEMOLITION, INCLUDING FLOOR PREPARATION GC GC CHANGE ORDERS: OD SPACES 857 SF FIELD VERIFY EXISTING CONDITIONS AND SEE PLANS FOR SCOPE TEMPORARY FACILITIES AND CONTROLS GC GC GC COORDINATION: FRAME COUNT 900 PAIR A IF REQUIRED OTHER PERMITS, FEES, INSURANCE GC GC 6. DATA -POS / PHONES: INCLUDING ALL LOCAL PEST CONTROL REQUIREMENTS, PERMITS, VERIFY REQUIREMENTS TEMPORARY BARRICADES (W/ LUX BRAND SPECIFIC LOGO) GC GC GC B. NEW $ RELO STORES: BACKBOARD TO BE INSTALLED WITHING 14 CALENDAR DAYS OF THE CONSTRUCTION START DATE. ACCESS TO BACKBOARD SHALL BE AFFORDED TO ALL TENANT VENDORS. TELEPHONE, ELECTRIC AND DATA CABLING INSTALLED ONE WEEK BEFORE "PUNCH" FOR HARDWARE INSTALLATION AND TESTING. CONTACT LUXOTTICA P.M. IF NEEDED. 7. COORDINATE WITH LANDLORD AND/OR BLDG. DEPT. TRASH REMOVAL AND DUMPSTERS GC GC GC SHALL BE RESPONSIBLE FOR THE COORDINATION OF DELIVERIES, FOR THE OFF-LOADING OF SAME, AND TO VERIFY/ REPORT ANY DAMAGE AND FOR THE SAFE STORAGE OF ALL MATERIALS RECEIVED. THE GC SHALL VERIFY THE VOLTAGE AND COMPATIBILITY OF ALL EQUIPMENT, FIXTURES AND MILLWORK PRIOR TO CONNECTION. 8. METER VERIFY TOWN AND LANDLORD REQUIREMENTS. GC TO REMOVE/DISPOSE OF ALL BOXES/CRATES/TRASH OF TENANT SUPPLIED AND INSTALLED ITEMS, INCL. DISPLAY FIXTURES $ HARDWARE. CUTTING AND PATCHING GC GC GC GC GC STORE ADDRESS AND SPACE # AM. INSECT CONTROL / PREVENTATIVE GC GC GC C. METER AND SOCKET # (IF USED) AQ. AS NECESSARY DIVISION 03000 - CONCRETE S. . RGv. MIL. a FIR Rao REMARKS STRUCTURAL CONCRETE AND REINFORCING GC GC GC 0 GC THE GC, THE LUXOTTICA P.M. AND THE LUXOTTICA REGIONAL MANAGER (OR GM) WILL COORDINATE AND ATTEND THE COPIES OF THE "PUNCH LIST" ARE TO BE GIVEN TO THE GM AND TO THE GC. GC TO FIELD VERIFY FOR ANY DEFECTS WHICH REQUIRE ATTENTION CONCRETE SLAB (NEW OR PATCH FILL) GC GC GC 0 GC 10. GC TO FIELD VERIFY EXIST. COND. TO DET. SCOPE REQ'D. SIDEWALK/ ENTRYS GC GC GC 0 I 1 . SOUND GC TO FIELD VERIFY FOR ANY DEFECTS WHICH REQUIRE ATTENTION CUTTING OF EXISTING SLAB -TRENCHING OR CORE DRILLING GC GC GC GC REMODELS AND RELOCATIONS: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, STORAGE AND REINSTALLATION OF SYSTEM (INCLUDING CD PLAYERS AND SPEAKERS) AT LUXOTTICA STORES DURING DURATION OF CONSTRUCTION. COORD. W/ LANDLORD $ AFFECTED TENANTS. CONCRETE SLAB AT "LEAVE OUT AREA" - - - A. ALARM TRANSFER/ MODIFICATION - GC SHALL CONTACT THE SECURITY VENDOR DURING ANY POINT IN CONSTRUCTION THE GC DETERMINES THEY WILL NEED TO DISABLE OR RELOCATE ANY ALARM SYSTEM COMPONENTS. GC SHALL AWAIT INSTRUCTIONS FROM THE "LUXOTTICA SECURITY LIAISON" BEFORE TAKING ANY ACTION ON THE SECURITY SYSTEM. B. DIVISION 04000 - MASONRY su#.. RGv. IN5TL EX'S FIR P.Oa REMARKS STOREFRONT FACADE GC GC GC 0 GC CLEANING OF MASONRY GC GC GC CONCRETE MASONRY UNIT WALLS GC GC GC 0 GC GC TO FIELD VERIFY FOR ANY DEFECTS WHICH REQUIRE ATTENTION DIVISION 05000 - MISC. METALS SUPE RCN/. inn. Px' PIR RHA REMARKS BASE BUILDING STRUCTURAL STEEL GC GC GC STRUCTURAL STEEL (AS REQUIRED FOR TENANT BUILD -OUT) GC GC GC METAL FABRICATIONS GC GC GC MOLDINGS AND EXPANSION JOINTS GC GC GC METAL STAIRS - - ORNAMENTAL HANDRAILS AND RAILINGS - - - STOREFRONT METAL FINISHES GC GC GC DIVISION 06000 - WOOD * PLASTICS sue.. Rcv. mi. MS PIR Rao RaW1(5 BLOCKING (INCL. FOR FIXTURES, SHELVES, SIGNS) GC GC GC (NON-COMBUSTIBLE/WOOD AND METAL) ROUGH CARPENTRY, FIRE RETARDANT LUMBER $ PLYWD GC GC GC FLOOR PREP GC GC GC FLOOR PROTECTION GC GC GC FINISH CARPENTRY GC GC GC DIVISION 07000 - THERMAL* MOISTURE PROTECTION suPf.. R4v. !NEM. EMS FIR Rao REMARKS SEALANTS, INSULATION, FIRE CAULKING $ BLOCKING GC GC GG COLD FLUID APPLIED WATER PROOFING GC GC GC SPRAYED FIRE RESISTIVE MATERIALS GC GC GC THROUGH PENETRATIONS FIRE STOP SYSTEM GC GC GC BATT INSULATION AND/OR SOUND ATTENUATION GC GC GC DIVISION 08000 - DOORS * WINDOWS suPL. RW. 11,s1L EK6 PIR RHA NEW DOORS, FRAMES, HARDWARE GC GC GC UNLESS NOTED OTHERWISE PANIC / SECURITY ALARM GC GC GC ROLL -UP STOREFRONT GRILLE - - SECURITY ALARM $ SYSTEM T GC T NEW STOREFRONT ALUMINUM FRAME AND GLASS GC GC GC NEW STOREFRONT SWINGING DOORS AND HARDWARE GC GC GC EXTERIOR DOOR LOCK CORES AND KEYS T GC GC GC TO COORDINATE INTERIOR DOOR LOCK CORES AND KEYS GC GC GC ACCESS DOORS AND FRAMES GC GC GC MILLWORK MIRRORS T GC GC WALL MOUNTED/FRAMED MIRRORS GC GC GC DIVISION 09000 - FINISHES sUP1.. Rcv ixsn. nce PIR RHS Re4ARKs NEW DEMISING PARTITIONS (STUDS $ INSTALLATION)) GC GC GC NEW DEMISING PARTITIONS (GYPSUM WALLBOARD) GC GC GC STOREFRONT BULKHEAD - MALL 0 GC DRYWALL CEILING, WALLS, ENCLOSURES $ REQ'D FRAMING GC GC GC ACOUSTICAL CEILING GC GC GC PAINTING, FINISHING, VARNISH, SEALER, ETC. GC GC GC VINYL TILE $ VINYL WALL BASE GC GC GC VINYL PLANK T GC GC DIMENSIONAL WALL BASE GC GC GC CARPETING T GC GC TANDUS LICENSED $ APPROVED INSTALLER MUST BE USED. CERAMIC OR PORCELAIN TILE $ GROUT GC GC GC FLOORING TO MATCH EXISTING MALL FLOORING GC GC GC GC TO COORD. WITH LANDLORD FIBERGLASS REINFORCED PANELS (MARLITE) GC GC GC LAMINATE WALL CAPS PARTIAL HEIGHT WALLS GC GC GC FLOORING TRANSITION STRIPS GC GC GC WAINSCOT T GC GC ACRYLIC LIGHT TROUGH LENS T GC GC ACCORDIAN MIRROR T GC GC MINI BLINDS T GC GC DIVISION 10000 - SPECIALTIES s_PL RGV. INSTL _.E PIR Rao REMARKS. STOREFRONT SIGNAGE T T T GC TO COORD. STOREFRONT SIGN INSTALLATION. GC TO INCLUDE PATCH AND REPAIR OF EXTERIOR STOREFRONT FINISHES. STOREFRONT GRID - - GLAZING FILM GC GC GC AWNINGS T GC T GC TO COORDINATE GRAPHIC HOLDER T GC GC GRAPHICS T T T GRAPHIC VINYL $ BARRICADE GRAPHICS T T T SUPPLIED BY SIGN VENDOR ACCESSIBILITY SIGNAGE GC GC GC STORAGE AREA SHELVES $ SURFACE MTD. STANDARDS GC GC GC FIRE EXTINGUISHERS GC GC GC SUGGESTED LOCATION ON PLAN - VERIFY LOCAL REQ'MENTS TOILET ROOM ACCESSORIES $ HARDWARE GC GC GC 0 GC DIVISION 12000 - FURNISHINGS SUPE RGv. INSTL Dc's PIR Rao REMARKS MILLWORK- RETAIL T GC GC MILLWORK (O.D.) T GC GC MILLWORK (LENS PROCESS) T GC GC MILLWORK (EMPLOYEE AREA) T GC GG METAL STORAGE CABINETS FOR LENS AND LAP TOOLS T GC GC GC TO COORDINATE LENS PROCESS EQUIPMENT T T T GC TO COORDINATE O.D. EQUIPMENT T T TOT T GC TO COORDINATE POS EQUIPMENT T T T GC TO COORDINATE REFRIGERATOR $ MICROWAVE T GC GC LOCKERS/GM DESK/FILE CABINET/COAT RACK T GC GC MERCHANDISE PROPS T GC T SHELVES/STANDARDS (OD AND EMPLOYEE AREA) GC GC GC FURNITURE/CHAIRS/TABLES/ETC. T GC GC DIVISION 15000 - MECHANICAL 5UPL RGv. Irsn. EMS PIR P.OeREMARKS ACCESS PANELS GC GC GC hVAC UNIT(S)-RTU, VAV, HAV, ETC. - - - 0 EXISTING TO REMAIN CURBS FOR HVAC UNIT(S) - - - 0 EXISTING TO REMAIN CONTROLS FOR hVAC UNIT(S) GC GC GC ROOF WORK GC GC GC GC GC TO COORDINATE W/LANDLORD hVAC DISTRIBUTION, DUCTWORK, DIFFUSERS GC GC GC ZONE CONTROL DAMPERS W/ THERMOSTAT GC GC GC STRUCTURAL SUPPORTS FOR PACKAGED RTUs - - - 0 EXISTING RTUS TO REMAIN STRUCTURAL SUPPORTS FOR AIR HANDLERS NA NA NA CURBS $ STRUCTR. SUPPORTS FOR CONDENSING UNITS NA NA NA WATER METER GC GC GC 0 REFER TO 'GENERAL CONTRACTOR NOTES' GAS METER - - - 0 IF APPLICABLE/SPECIFIED. REFER TO 'GENERAL CONTRACTOR NOTES' THERMOSTAT GC GC GC TOILET ROOM EXHAUST FAN - - - 0 EXISTING TO REMAIN PLUMBING FIXTURES (SEE PLUMBING SPEC. TO INDICATE TENANT SUPPLIED PLUMBING FIXTURES) GC GC GC / T REFER TO PLUMBING SPEC. FOR CLARIFICATION OF PLUMBING FIXTURES SUPPLIED BY TENANT AND/OR GC. FLOOR DRAINS / PIPING / SUPPORTS - - - BOTTLED WATER UNIT NA NA NA WATER COOLER AND/OR DRINKING FOUNTAIN NA NA NA COMPRESSED AIR PIPING / HOSES NA NA NA SMOKE EVACUATION SYSTEM $ CONTROLS GC GC GC DESIGN/BUILD PER REQUIREMENTS SMOKE DETECTORS - - - 0 MECHANICAL CONTRACTOR TO FURNISH AND INSTALL. ELECTRICAL CONTRACTOR TO MAKE FINAL CONNECTIONS. WATER AND SEWER STUB LL LL LL FIRE SPRINKLER MAIN GC GC GC SPRINKLER SYSTEM MODIFICATIONS GC GC GC 0 GC BY LL DESIGNATED CONTRACTOR AT GC EXPENSE DIVISION 16000 - ELECTRICAL SUPE RGv. [NM ' FIR Rao RHS CONNECTION AND WIRING @ MILLWORK THROUGHOUT GC GC GC ELECTRICAL SERVICE CONDUIT ONLY GC GC GC 0 ELECTRICAL SERVICE CONDUCTORS GC GC GC ELECTRIC METER GC GC GC 0 REFER TO 'GENERAL CONTRACTOR NOTES' ELECTRICAL PANELS / TRANSFORMERS GC GC GC ELECTRICAL WRING, CIRCUITING, RECEPTACLES, SWITCHES GC GC GC MILLWORK RECEPTACLES T T T POWER POLES T GC GC WRING AND FINAL CONNECTIONS GC GC GC EMERGENCY LIGHTING T GC GC EXIT SIGNS T GC GC FIRE ALARM SYSTEM GC GC GC IF REQUIRED - DESIGN / BUILD PER REQUIREMENTS LIGHT FIXTURES T GC GC LAMPS T GC GC SOUND SYSTEM/SPEAKERS T GC T REFER TO E -SERIES. GC TO COORDINATE. TELEPHONE * DATA BACKBOARD GC GC GC NFW ANIS RFI ()CATION R>TORFC, OMY TELEPHONE CONDUIT TO SPACE LL LL LL 0 GC TO COORDINATE TELEPHONE WIRING TO SPACE T GC T TENANT TELEPHONE EQUIPMENT T GC T GC TO COORDINATE TELEPHONE WIRING GC GC GC DATA AND PHONE DISCONNECT/RECONNECT AT CASHWRAPS/FITTING COUNTERS GC GC GC GC TO COORDINATE CONDUITS - DATA, COMMUNICATION, ALARMS, PHONES GC GC GC POS AND DATA WIRING (TEMPORARY) GC GC GC POS AND DATA WIRING (PERMANENT) GC GC GC JACK TERMINATION $ FACEPLATE - DATA T T T BACKBOARD TERMINATION - DATA T T T JACK TERMINATION $ FACEPLATE - PHONE T T T BACKBOARD TERMINATION - PHONE T T T SECURITY -FACILITY (HARDWARE $ WIRING) T GC T GC TO COORDINATE BUZZER AT REAR DOOR GC GC GC PLANN!NeAP RTImm No changes.C5n be made to these plans without approval from the Planning Division of DOD BUILDING DATA GENERAL CONTRACTOR NOTES 1. BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY: C. A. THE GC SHALL CONTACT THE LUXOTTICA P.M. OR THE PERMIT EXPEDITOR TO SECURE THE PERMIT. PERMIT SHALL BE MOUNTED IN A VISIBLE, LOCATION AT THE SITE. PERMITS SHALL BE PAID FOR BY THE GC AND SUBMITTED TO TENANT AS A NET COST. STREET ADDRESS 481 I 134TH PLACE SE B. THE GC SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS. TELEPHONE: (425).64 I .2044 x 102 C THE GC SHALL DETERMINE IF THE INSPECTORS WILL BE CHECKING LAB / LENS PROCESSING ROOM EQUIPMENT FOR UL OR ETL LABELS AND NOTIFY THE CONSTRUCTION MANAGEMENT TEAM NO LATER THAN 4 WEEKS BEFORE "PUNCH". APPLICABLE CODES: D. IF REQUIRED, A 'TEMPORARY C OF 0" OR BUILDING DEPARTMENT APPROVAL SHALL BE RECEIVED TO SET DOWN EQUIPMENT. 2. DIMENSIONS: MECHANICAL: 2012 IMC W/ WA STATE BUILDING CODE AMENDMENTS ADDRESS6300 SOUTHCENTER BLVD, SUITE 100 A THE WORD 'HOLD' REFERS TO A CRITICAL DIMENSION AND MUST BE ADHERED TO. IF THESE DIMENSIONS CAN NOT BE MET, CALL THE LUXOTTICA P.M. FOR DIRECTION. 3. ON-SITE COMMUNICATION: 20 12 IECC/WA STATE ENERGY CODE $ ENERGY: WA STATE INDOOR AIR QUALITY CODE A. THE GC SHALL CONTACT THE LUXOTTICA P.M. TO RESOLVE ALL FIELD ISSUES. Q. B. GC TO HAVE CELL PHONE WITH VOICEMAIL CAPABILITIES. 4. CHANGE ORDERS: OD SPACES 857 SF A. NO ADDITIONAL COSTS OR DESIGN CHANGES WILL BE ACCEPTED WITHOUT THE WRITTEN APPROVAL OF THE LUXOTTICA P.M. AND THE EXECUTION OF THE LUXOTTICA CHANGE ORDER PROCEDURE, PRIOR TO THE COMMENCEMENT OF SUCH WORK. CHANGE ORDER WORK COMPLETED WITHOUT SIGNED APPROVAL TO DO SAME, IS DONE SO AT THE GC'S RISK. 5. SUBCONTRACTOR COORDINATION: FRAME COUNT 900 PAIR A THE GC MUST BE PRESENT AT ALL TIMES FOR THE DURATION OF CONSTRUCTION. THE GC SHALL GIVE SUBCONTRACTORS APPROPRIATE NOTICE BEFORE REQUIRING THEM ON SITE, COORDINATE INSTALLATION DATES, AND COMMUNICATE SITE SPECIFIC DETAILS. THE GC SHALL COORDINATE THE INSTALLATION SCHEDULE AND DIVISION OF WORK WITH THE LUXOTTICA P.M. SUBCONTRACTORS SHOULD CONTACT THE GC FOR SCHEDULE CLARIFICATIONS. UNISEX RESTROOM (SEE NOTE k I) B MILLWORK / CASEWORK: GC SHALL COORDINATE CRITICAL DIMENSIONS PRIOR TO WALL CONSTRUCTION AND HAVE THE AREA READY PRIOR TO FIXTURE DELIVERY. READY SHALL BE DEFINED AS FLOORING DOWN THRU-OUT THE RETAIL AND OPTOMETRIC DOCTOR (OD) RECEPTION, LIGHTING SOFFITS BUILT OUT, DRYWALLED, FINISHED, PAINTED AND LIGHTING FIXTURES INSTALLED, ALL WALLS IN THE RETAIL AND OD RECEPTION MUST BE FINISHED AND PAINTED, ALL ELECTRICAL AND MECHANICAL ROUGH -OUTS MUST BE COMPLETED, STORE MUST BE SECURED FROM THE OUTSIDE. ONCE THE PRE -CONSTRUCTION MILLWORK DROP / INSTALL DATE HAS BEEN ESTABLISHED, ANY CHANGES TO THE ESTABLISHED DATE MUST MUST BE COMMUNICATED AT LEAST 7 DAYS PRIOR. 6. DATA -POS / PHONES: 0 A. NEW $ RELO STORES: BACKBOARD TO BE INSTALLED WITHING 14 CALENDAR DAYS OF THE CONSTRUCTION START DATE. ACCESS TO BACKBOARD SHALL BE AFFORDED TO ALL TENANT VENDORS. TELEPHONE, ELECTRIC AND DATA CABLING INSTALLED ONE WEEK BEFORE "PUNCH" FOR HARDWARE INSTALLATION AND TESTING. CONTACT LUXOTTICA P.M. IF NEEDED. DRINKING FOUNTAIN B. NEW $ RELO STORES: BACKBOARD TO BE INSTALLED WITHING 14 CALENDAR DAYS OF THE CONSTRUCTION START DATE. ACCESS TO BACKBOARD SHALL BE AFFORDED TO ALL TENANT VENDORS. TELEPHONE, ELECTRIC AND DATA CABLING INSTALLED ONE WEEK BEFORE "PUNCH" FOR HARDWARE INSTALLATION AND TESTING. CONTACT LUXOTTICA P.M. IF NEEDED. 7. ELECTRICAL AND LIGHTING DELIVERIES INDEX A. GC SHALL BE RESPONSIBLE FOR THE COORDINATION OF DELIVERIES, FOR THE OFF-LOADING OF SAME, AND TO VERIFY/ REPORT ANY DAMAGE AND FOR THE SAFE STORAGE OF ALL MATERIALS RECEIVED. THE GC SHALL VERIFY THE VOLTAGE AND COMPATIBILITY OF ALL EQUIPMENT, FIXTURES AND MILLWORK PRIOR TO CONNECTION. 8. METER INSTALLATION (WATER/ ELECTRIC / GAS): AJ. UTILITY MAINTENANCE CONSTRUCTION. TO SET ACCOUNT TRANSFER/ SETUP (FOR CORPORATE NEW AND RELOCATION STORES ONLY): GC SHALL CONTACT THE LUXOTTICA RETAIL STORE HOTLINE (5 1 3)765-3500 UPON ARRIVAL AT THE SITE. GC WILL NOT BE RESPONSIBLE FOR ANY UTILITY COSTS DURING GC TO CONTACT LUXOTTICA TO CONVERT METERS TO LUXOTTICA NAME IMMEDIATELY UPON CONSTRUCTION START UP. JOB SITE UP PERMANENT UTILITIES TO LUXOTTICA. GC TO PROVIDE THE FOLLOWING INFORMATION WHEN CALLING: THE GC SHALL BE RESPONSIBLE FOR MAINTAINING REQUIRED FIRE RATINGS AND FIRE PROOFING IN ALL INSTANCES. A. STORE ADDRESS AND SPACE # AM. B. UTILITY COMPANY (5) NAME AND PHONE # (I.E., GAS, ELECTRIC, WATER AND POSSIBLY SEWER) COST. NOTICE. OF INCIDENT: THE GC SHALL, VIA ELECTRONIC MEDIUM AND LUXOTTICA STANDARD NOTIFICATION AND REPORTING FORMS, IMMEDIATELY NOTIFY THE LUXOTTICA P.M. OF ANY INCIDENT INVOLVING THE PROJECT WHICH RESULTS IN CONTACT WITH ANY FEDERAL, STATE OR LOCAL GOVERNMENT AGENCY OR AS CALLED OUT IN LUXOTTICA'S OR THE LANDLORDS RULES, REGULATIONS OR POLICIES. C. METER AND SOCKET # (IF USED) AQ. D. EXPECTED "PUNCH" DATE (TIMING FOR NEW INSTALLATION OR UTILITY ACCOUNT TRANSFER WILL BE EXECUTED ON/OR BEFORE THE "PUNCH" DATE). 9. 'TURNOVER" PROCEDURE: A. THE GC SHALL CALL THE THE LUXOTTICA P.M. TO CONFIRM THE 'TURNOVER" DATE NO LATER THAN 10 WORKING DAYS BEFORE TURNOVER". B. ALL CONSTRUCTION ITEMS, INCLUDING ITEMS ON THE INSTALLATION SCHEDULE ARE TO BE COMPLETED BEFORE TURNOVER" DAY. C THE GC, THE LUXOTTICA P.M. AND THE LUXOTTICA REGIONAL MANAGER (OR GM) WILL COORDINATE AND ATTEND THE COPIES OF THE "PUNCH LIST" ARE TO BE GIVEN TO THE GM AND TO THE GC. D A "SUBSTANTIAL COMPLETION" DOCUMENT WILL BE DISTRIBUTED TO THE GC. THE GC SHALL REMAIN ON SITE UNTIL ALL "PUNCH" ITEMS ARE COMPLETE AND THE STORE GM HAS SIGNED OFF CONFIRMING COMPLETION OF THE "PUNCH LIST". E. A COPY OF THE "CONFIRMED COMPLETION OF PUNCH LIST" WILL BE GIVEN TO THE LUXOTTICA P.M. 10. SETDOWN FOR NEW CORPORATE STORES: A. LUXOTTICA'S NEW STORE TEAM WILL DELIVER ALL REMAINING OWNER FURNISHED ITEMS TO THE STORE ON THE EVENING OF "PUNCH" DAY. THE GC SHALL BE ON SITE ON THE DAY AFTER "PUNCH", WITH ONE (I) PLUMBER AND ONE (I) ELECTRICIAN TO ASSIST THE SETDOWN TEAM TO RESOLVE ANY ISSUES. THE GC SHALL SUPPLY DUMPSTER FOR REMOVAL OF SETDOWN DEBRIS. I 1 . SOUND SYSTEM: A. THE GC SHALL BE RESPONSIBLE TO CONTACT SOUND VENDOR 4 WEEKS PRIOR TO THE SCHEDULED DATE TO ARRANGE FOR INSTALLATION. B REMODELS AND RELOCATIONS: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, STORAGE AND REINSTALLATION OF SYSTEM (INCLUDING CD PLAYERS AND SPEAKERS) AT LUXOTTICA STORES DURING DURATION OF CONSTRUCTION. 12. SECURITY ALARM TRANSFER/MODIFICATION A. ALARM TRANSFER/ MODIFICATION - GC SHALL CONTACT THE SECURITY VENDOR DURING ANY POINT IN CONSTRUCTION THE GC DETERMINES THEY WILL NEED TO DISABLE OR RELOCATE ANY ALARM SYSTEM COMPONENTS. GC SHALL AWAIT INSTRUCTIONS FROM THE "LUXOTTICA SECURITY LIAISON" BEFORE TAKING ANY ACTION ON THE SECURITY SYSTEM. B. CAMERAS - GC SHALL CONTACT THE "LUXOTTICA LOSS PREVENTION MANAGER" TO COORDINATE THE REINSTALLATION OF SECURITY CAMERAS ON REMODEL OR RELOCATION STORES THAT ALREADY HAVE CAMERAS IN PLACE AND ARE BEING DISTURBED DURING CONSTRUCTION. 13. AIR BALANCE REPORTS A. IG.C. RESPONSIBLE TO OBTAIN AIR BALANCING REPORT FROM A VENDOR INDEPENDENT FROM THE hVAC CONTRACTOR. BUILDING DATA LANDLORD'S ADDRESS CODE INFORMATION LANDLORD WIG PROPERTIES LLC CONSTRUCTION TYPE: I I B C. CONTACT DAVID KRUGER OCCUPANCY: M (MERCANTILE) STREET ADDRESS 481 I 134TH PLACE SE OCCUPANCY RETAIL: I ,53 I SF /30 = 52 OCCS. CALCULATION: OFFICE: 857 SF /1 00 = 9 OCCS. BACK OF HOUSE: 425 SF / 300 = 2 OCCS. 2,942 TOTAL SQ. FT.= 63 OCCUPANTS CITY, STATE, ZIP BELLEVUE, WA 98006 TELEPHONE: (425).64 I .2044 x 102 OCCUPANCY LOAD: 63 OCCUPANTS EMAIL: dkrueger(a�wl9propertles.com APPLICABLE CODES: 2012 IBC W/ WA STATE BUILDING CODE AMENDMENTS LOCAL BUILDING DEPT CITY OF TUKWILA PERMIT CENTER BUILDING: CONTACT CASEY MECHANICAL: 2012 IMC W/ WA STATE BUILDING CODE AMENDMENTS ADDRESS6300 SOUTHCENTER BLVD, SUITE 100 PLUMBING: 2012 UPC W/ WA STATE BUILDING CODE AMENDMENTS FIRE: 2012 IFC W/ WA STATE BUILDING CODE AMENDMENTS CITY, STATE, ZIP TUKWILA, WA 98188 ELECTRICAL NEC (NFPA 70) $ WA STATE AMENDMENTS TELEPHONE: (206).43 I .3670 20 12 IECC/WA STATE ENERGY CODE $ ENERGY: WA STATE INDOOR AIR QUALITY CODE WEBSITE: www.tukwllawa.gov ACCESSIBILITY CODE: 2009 ICC/ANSI A 117.1 Q. SEISMIC DESIGN CATERGORY: D-1 SQUARE FOOTAGE FULLY SPRINKLERED FIRE ALARM: MONITORED FOR FIRE SUPPRESSION SYSTEM ONLY. MAXIMUM EXIT ACCESS TRAVEL DISTANCE ALLOWED PER IBC 2012, TABLE 1016.1 250 FT. RETAIL AREA 1 ,53 I SF BACK OF HOUSE 425 SF OD SPACES 857 SF RESTROOMS 129 SF PLUMBING CALCULATIONS: PLUMBING OCCUPANT LOAD: 63 OCCS. TOTAL 2,942 SF FRAME COUNT 900 PAIR REQUIRED PROVIDED UNISEX RESTROOM (SEE NOTE k I) I 2 (i) PUBLIC (I)EMPLOYEE Z. FLAME SPREAD SERVICE SINK 0 1 (EAST!NG) INTERIOR WALL AND CEILING FINISH REQUIREMENTS MERCANTILE USE SPRINKLERED FLAME SPREAD DRINKING FOUNTAIN H1 / LO H1 / LO NOTES: NOT REQUIRED 2902.2 I . SEPERATE RESTOOMS PER 2012 IBC, SECTION EXCEPTION #3 INDEX EXIT ENCLOSURES/ EXIT PASSAGEWAYS_ CLASS B 26-75 CORRIDORS CLASS C 76-200 ROOMS AND ENCLOSED SPACES CLASS C 76-200 PER IBC 2012 SECTION 803 $ TABLE 803.9. EST. L961. Drawings for: A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 SOUTh OENThR SQUARE TUKWILA, WA5HINGTON 98 1 88 GENERAL NOTES A. 'DOCUMENTS', AS USED HEREIN, SHALL COMPRISE THE ENTIRE INTEGRATED SET OF ALL WRITTEN INSTRUMENTS RELATED TO THE PROJECT, INCLUSIVE OF, BUT NOT EXCLUSIVE TO, ALL CONTRACTS, SUBCONTRACTS, DRAWINGS, SKETCHES, MEMORANDA, ADDENDA, SPECIFICATIONS, MANUALS, POLICIES, RULES AND REGULATIONS, LANDLORD DESIGN CRITERIA, SUBMITTALS, SHOP DRAWINGS, PERMITS, APPROVALS, REGULATIONS AND CODES. 'PROJECT', AS USED HEREIN, SHALL REFER TO THE ENTIRE SCOPE OF PROVIDING A FINISHED FACILITY, READY AND USEABLE FOR ITS INTENDED PURPOSE. B ALL MATERIALS AND / OR LABOR FOR THE PROJECT WHICH IS SHOWN ON THE DRAWINGS AND SPECIFICATIONS OR IS REASONABLY INFERABLE THEREIN AS BEING NECESSARY TO PRODUCE A FINISHED PROJECT, SHALL BE PROVIDED BY GC, WHETHER OR NOT THE WORK IS EXPRESSLY COVERED IN THE DOCUMENTS. THIS APPLIES TO ALL WORK, WITH THE EXCEPTION OF THOSE ITEMS INDICATED N.I.C. ("NOT IN CONTRACT") OR BY OTHERS. THE DESIGN INTENT OF THE DRAWINGS SHALL ALWAYS BE THE GOAL. C. THE GC SHALL BE RESPONSIBLE FOR ALL COORDINATION BETWEEN SUBCONTRACTORS, SUPPLIERS, VENDORS OR ANY OTHER PARTIES SUPPLYING GOODS OR SERVICES TO THE PROJECT. NO EXTRA COMPENSATION WILL BE GIVEN TO ANY PARTY WHO HAS BID FROM AN INCOMPLETE SET OF DOCUMENTS OR WITH INSUFFICIENT FAMILIARITY WITH THE PROJECT OR ITS SPECIFIC REQUIREMENTS. IN THE EVENT OF INCONSISTENCIES OR DISCREPANCIES BETWEEN THE DOCUMENTS, CODES, CRITERIA OR REQUIREMENTS, THE MOST STRINGENT SHALL APPLY. THE GC SHALL NOTIFY THE LUXOTTICA P.M. IMMEDIATELY OF SUCH DISCREPANCIES OR INCONSISTENCIES. D. IT I5 THE RESPONSIBILITY OF THE GC TO VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS WITH SURVEY INFORMATION PRIOR TO CONSTRUCTION. THE GC SHALL NOTIFY THE LUXOTTICA P.M. IMMEDIATELY OF ANY DISCREPANCIES. SUBMISSION OF A BID SHALL CONSTITUTE AN ACKNOWLEDGMENT AND ACCEPTANCE OF ALL EXISTING CONDITIONS. E. THE GC SHALL BE RESPONSIBLE FOR MAINTAINING A CURRENT SET OF CONSTRUCTION DRAWINGS ON AT ALL TIMES DURING CONSTRUCTION. THE GC SHALL INDICATE ON THESE PLANS ALL APPROVED CHANGES TO THE WORK. THIS SET OF DRAWINGS SHALL BE TURNED OVER TO THE LUXOTTICA P.M. UPON COMPLETION OF THE PROJECT. F IF ANY ERROR, DISCREPANCIES OR OMISSIONS APPEAR ON ANY OF THE DOCUMENTS, THE GC, SUBCONTRACTOR, VENDOR OR SUPPLIER SHALL IMMEDIATELY NOTIFY THE LUXOTTICA P.M. G. NO MATERIAL SUBSTITUTIONS WILL BE ALLOWED UNLESS SUBMITTED IN WRITING AND APPROVED IN WRITING BY THE LUXOTTICA P.M. H. THE GC SHALL, ON OR BEFORE THE SOONER OF: WITHIN 10 WORKING DAYS OF CONTRACT AWARD OR THE START OF THE PROJECT, PROVIDE TO THE LUXOTTICA P.M. AND KEEP CURRENT, A LIST OF ALL SUBCONTRACTORS TO BE USED ON THE PROJECT. THE GC SHALL ALSO PROVIDE A COPY OF THIS LIST TO THE LUXOTTICA P.M. AT CONSTRUCTION COMPLETION. J. THE GC SHALL INSPECT, VERIFY AND INVENTORY ALL SHIPMENTS OF LUXOTTICAS SUPPLIED MATERIALS, INCLUDING TO AND FROM ANY OFF SITE WAREHOUSE FACILITIES. THIS INCLUDES VERIFYING PACKING LISTS AGAINST ORDER FORMS AND BILLS OF LADING, NOTING AND REPORTING ANY DAMAGES OR SHORTAGES TO THE LUXOTTICA P.M. IF NOT DONE IN A TIMELY FASHION, THE GC SHALL BEAR ANY AND ALL ASSOCIATED COSTS, INCLUDING EXPEDITED FREIGHT CHARGES, TO MEET THE CONSTRUCTION SCHEDULE. THE GC IS RESPONSIBLE FOR FILING DAMAGE REPORTS AND MAINTAINING PACKING MATERIALS FOR SHIPMENT OF DAMAGED ITEMS. K THE GC SHALL KEEP ALL HANDBOOKS, MANUALS, WARRANTY DOCUMENTS AND MISCELLANEOUS PAPERWORK, INCLUDING ALL PACKING SLIPS AND BILLS OF LADING IN A MARKED BINDER. THIS BINDER 15 TO BE TURNED OVER TO THE STORE GENERAL MANAGER AT PROJECT COMPLETION. L THE GC SHALL DELIVER TO THE LUXOTTICA P.M. A COPY OF THE CERTIFICATE OF OCCUPANCY (C OF 0), LIEN WAIVERS, WARRANTIES, GUARANTEES AND EQUIPMENT OPERATION MANUALS. THE ORIGINAL CERTIFICATE OF OCCUPANCY TO BE LEFT WITH STORE GENERAL MANAGER. M. THE GC SHALL BE RESPONSIBLE FOR THE CLEAN UP AND DISPOSAL OF ALL TRADES. N. THESE CONSTRUCTION DOCUMENTS ARE NOT TO BE SCALED. ALL DIMENSIONS ARE TO FINISH FACE OF WALL, LINLESS OTHERWISE NOTED. P. THESE DRAWINGS ARE NOT TO BE ALTERED IN ANY WAY WITHOUT THE WRITTEN AUTHORIZATION FROM LUXOTTICA OR LUXOTTICA'S ARCHITECT. Q. THE GC SHALL MAINTAIN EGRESS AT ALL TIMES DURING STORE OPERATION / CONSTRUCTION. R THE GC SHALL COORDINATE CONSTRUCTION TIMES AND NOISE REQUIREMENTS WITH LANDLORD PRIOR TO CONSTRUCTION START, NO EXTRA COSTS WILL BE ALLOWED TO ACCOMMODATE ANY RESTRICTIONS OR LIMITATIONS. S. UPON COMPLETION OF CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE GC TO CLEAN ALL SURFACES / FIXTURES PER MANUFACTURER'S INSTRUCTIONS AND TO EMPLOY THE SERVICES OF A PROFESSIONAL CLEANING COMPANY TO ASSURE DELIVERY TO THE TENANT OF AN ABSOLUTELY CLEAN STORE. THE FINAL CLEANING IS TO BE PERFORMED NO MORE THAN ONE DAY PRIOR TO THE TURN OVER. IF AN UNTIDY STORE IS TURNED OVER, LUXOTTICA RESERVES THE RIGHT, WITHOUT NOTICE TO THE GC, TO EMPLOY PROFESSIONAL CLEANING SERVICES AND DEDUCT THE COST PLUS 15% FROM THE BALANCE OF THE GC. T THE GC SHALL PROVIDE PROTECTIVE COVERING FOR ALL EQUIPMENT, FINISHES, MERCHANDISE, CARPET, ETC., INCLUDING THE WORK OF OTHERS, DURING ANY WORK ON THE PROJECT . U. THE GC SHALL COORDINATE ALL ACTIVITIES WITH THE LANDLORD PRIOR TO THE START OF CONSTRUCTION. COORDINATE WITH LANDLORD ALL INTERRUPTION OF SERVICES. V. THE GC SHALL INSTALL A LANDLORD AND CODE COMPLIANT TEMPORARY BARRICADE AS REQUIRED BY THE LANDLORD OR LUXOTTICA P.M. W. GC SHALL INSTALL TEMPORARY ENTRANCE WITH DOORS FRAMES AND LOCKS. X. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES, THE LANDLORD'S TENANT DESIGN CRITERIA, THE LANDLORD'S CONSTRUCTION RULES AND REGULATIONS, LUXOTTICA'S STANDARD SPECIFICATIONS, LUXOTTICA'S STANDARD CONSTRUCTION CRITERIA AND ACCEPTED BEST CONSTRUCTION PRACTICES. THE GC SHALL BE RESPONSIBLE TO FILE ANY NEEDED "NOTICE OF COMMENCEMENT" OR OTHER FILINGS RELATED TO THE PROJECT IN THE APPROPRIATE OFFICES AND SHALL BE RESPONSIBLE TO POST SUCH NOTICES AT THE JOB SITE. THE GC'S SCOPE OF WORK SHALL INCLUDE ALL CODE REQUIRED UPDATES, EVEN WHEN NOT SPECIFICALLY CALLED OUT IN CONSTRUCTION DOCUMENTS. Y. ALL WOOD CONSTRUCTION SHALL BE FIRE RESISTANT TREATED (FRT). ALL NEW FRAMING AT THE STOREFRONT AND / OR ABOVE THE CEILING SHALL BE NON-COMBUSTIBLE. Z. THE GC SHALL, PRIOR TO BEGINNING ANY WORK, COORDINATE WITH THE LANDLORD OR ANY AUTHORITY HAVING JURISDICTION AND BEAR THE COSTS FOR ALL EXPLORATIONS / X-RAYS REQUIRED FOR CUTTING OF THE SLAB OR EXCAVATING. AA. THE GC SHALL BE RESPONSIBLE TO COORDINATE ALL THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS WITH THE STRUCTURE AND SHELL BUILDING ELEMENTS. THE GC SHALL IMMEDIATELY NOTIFY THE LUXOTTICA P.M. OF ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND THE BUILDING SHELL. AB. THE GC SHALL PROVIDE ALL FIRE EXTINGUISHERS, CONCEALED BLOCKING AND SIGNAGE AS REQUIRED. QUANTITIES, SIZES AND LOCATIONS SHOWN IN THE DRAWINGS ARE ONLY SUGGESTED QUANTITIES, SIZES AND LOCATIONS, THE MOST STRINGENT REQUIREMENT OF ANY BODY HAVING JURISDICTION SHALL PREVAIL. AC. THE GC SHALL DESIGN, INSTALL, LOCATE, RELOCATE, RECONFIGURE THE FIRE SPRINKLER AND FIRE ALARM SYSTEMS AS REQUIRED BY THE INTENT OF THESE CONSTRUCTION DOCUMENTS OR ANY CODE OR BODY HAVING JURISDICTION OVER THE WORK. ALL FIRE SPRINKLER AND FIRE ALARM SYSTEM WORK SHALL BE 'DESIGN BUILD' BY THE GC, UNLESS CALLED OUT SPECIFICALLY BY OTHERS IN THE DOCUMENTS (SEE SPECS AND FIRE SPRINKLER SYSTEM NOTES.) AD. THE GC SHALL BE RESPONSIBLE FOR CUTTING AND INSTALLATION OF ALL STUDS, INSERTS AND BLOCKING AS REQUIRED. AE. THE GC SHALL, WITHOUT EXCEPTION, PROVIDE AND INSTALL ANY AND ALL DUST PROTECTION, REQUIRED DURING CONSTRUCTION. AF. FLOOR COVERING CONTRACTOR TO PROVIDE FULL FLOOR PREPARATION, AS REQUIRED, TO RECEIVE NEW FINISHES. GC TO COMMUNICATE ALL MAJOR FLOOR DISCREPANCIES TO THE ATTENTION OF THE LUXOTTICA P.M. AG. THE GC SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL CEILING WORK WITH THE ELECTRICAL DRAWINGS. AH. THE GC SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL LIGHTING WITH THE ELECTRICAL DRAWINGS / REFLECTED CEILING PLAN. AJ. THE GC SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL LIGHT FIXTURE SUPPORTS. AK. THE GC SHALL BE RESPONSIBLE FOR MAINTAINING REQUIRED FIRE RATINGS AND FIRE PROOFING IN ALL INSTANCES. AL. ALL PENETRATIONS OF DEMISING WALLS, ROOF AND FLOOR SHALL BE FIRE SAFED / PROOF PER CODES / LANDLORD REQUIREMENTS, THE MOST STRINGENT REQUIREMENT SHALL PREVAIL. AM. THE GC SHALL RECEIVE, UNLOAD, AND PROVIDE SAFE STORAGE OF ALL LUXOTTICA / LUXOTTICAS SUPPLIED AND / OR INSTALLED MATERIAL. TRASH REMOVAL OF ALL BOXES / CRATES CONTAINING LUXOTTICA / LUXOTTICAS SUPPLIED AND / OR INSTALLED MATERIAL, INCLUDING FLOORING, FIXTURES, LIGHTING, HARDWARE, ACCESSORIES, EQUIPMENT, ETC. SHALL BE BY THE GC: AN. NOTICE. OF INCIDENT: THE GC SHALL, VIA ELECTRONIC MEDIUM AND LUXOTTICA STANDARD NOTIFICATION AND REPORTING FORMS, IMMEDIATELY NOTIFY THE LUXOTTICA P.M. OF ANY INCIDENT INVOLVING THE PROJECT WHICH RESULTS IN CONTACT WITH ANY FEDERAL, STATE OR LOCAL GOVERNMENT AGENCY OR AS CALLED OUT IN LUXOTTICA'S OR THE LANDLORDS RULES, REGULATIONS OR POLICIES. AP. WEEKLY PROGRESS PHOTOS AND REPORTS SHALL BE UPLOADED TO EVOCO TO THE LUXOTTICA P.M. AS REQUIRED IN THE DOCUMENTS OR DIRECTED BY THE LUXOTTICA P.M. AQ. LUXOTTICA PRACTICES "OPEN REMODEL". STORES WILL BE OPENED DURING REGULAR BUSINESS HOURS WHILE CONSTRUCTION OF REMODEL IS IN PROGRESS. ALL DISTURBANCES TO SURROUNDING BUSINESSES AND AREAS WILL BE KEPT TO A MINIMUM. WORK DURING AN OPEN REMODEL IS TYPICALLY "AFTER NORMAL OPERATING HOURS" BUT ULTIMATELY HELD AT THE DISCRETION OF THE STORE GENERAL MANAGER AND MALL OPERATION MANAGER. VICINITY PLAN PEARLE EST., 1961 VISION' A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17 100 Southcenter Parkway; Tukwila, WA 98 1 88 SPACE # 128 Active Revision Number Revisions: Mark Date By Description A n n A NORTH PROJECT LOCATION KEY FLAN Architect/ Engineer FRC H DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com FRCH / Architecture, Inc., P.C. Seal LAR 3.82016 NORTH PROJECT LOCATION DRAWING INDEX ARCHITECTURAL A-0. I GENERAL INFORMATION $ COVER SHEET A -O. I A SITE PLAN A-0.2 DEMOLITION FLOOR PLAN A -0.2A DEMOLITION REFLECTED CEILING PLAN A-1 .0 A-I.I DIMENSIONED FLOOR PLAN FIXTURE PLAN its A-I.IA REFLECTED CEILING PLAN A-I.IB FINISH PLAN PIFi i ro v,a► i srrlvP=I i suh'Ad to errors and A-1 .2 SPECIFICATIONS A-2.0 A-3.0 A-3. I A-4.0 STOREFRONT ELEVATION INTERIOR ELEVATIONS INTERIOR ELEVATIONS SECTIONS $ DETAILS f :proval of construction documents r nee no p, -7- A-1 ,- tY: yioialion of any ado -T`"...' codo �` Err=�..:�:v.`P,. Pc^Oiot of approval Raid Cr an acknow aim A-4.OA SECTIONS $ DETAILS City of Tu la A-4. I RESTROOM PLAN $ DETAILS BUILDING DIVISION MECHANICAL M-0. I MECHANICAL DEMOLITION PLAN M- I'.0 MECHANICAL PLAN M-I.I MECHANICAL LEGEND AND DETAILS ELECTRICAL E-0. I ELECTRICAL DEMOLITION PLAN E -I.0 ELECTRICAL POWER PLAN E -I.1 ELECTRICAL REFLECTED CEILING PLAN E -I.2 LOW VOLTAGE PLAN E-2.0 ELECTRICAL SCHEDULES E-2. I ELECTRICAL DETAILS PLUMBING P- 1.0 P-I.I P-2.0 SANITARY PLUMBING PLAN DOMESTIC WATER PLUMBING PLAN PLUMBING LEGEND • »+ DETAILS MEP SPEC I MEP -I .I MEP- I .2 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION ARCHITECTURAL SYMBOLS: DOOR NUMBER ROOM NAME ROOM NUMBER REVISIONS ELEVATION NO; SHEET NO. DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: ▪ CORPORATE ❑ FRANCHISE LAB TYPE: El FULL LAB ▪ FINISH LAB SITE TYPE: ❑ NEW ▪ RELOCATION ❑ REMODEL (OPEN) O REMODEL (CLOSED) O NO LAB RECEIVED CITY OF TUKWILA 0 INDOOR LOCATION �� AR 2 g 2016 ▪ OUTDOOR LOCATIORERMIT CENTER Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. C6427 032580.000 TENERAL INFORMATION COVER SHEET SPECIFICATIONS SPECIFICATIONS Store Number C6427 Sheet A -O. I Of DEFERRED SUBMITTALS FIRE SPRINKLER _PERL3P sr-rI�j -- I I± FIRE ALARM I i�,1T REQU1 D FOR: ONS SIGNAGE eChanicd of Electrical O Manges shall be made to the saw of work without prior approval of E t o -,.,?►a Building Diviz ion. P tubing Bas Piping NOT: Ecll:f.Orri will require a new plan submittal a nd may in„'iide addltional plan review fees Cf ty of Tukwila pi r. r---,,,,.rlllrtci,e.... VICINITY PLAN PEARLE EST., 1961 VISION' A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17 100 Southcenter Parkway; Tukwila, WA 98 1 88 SPACE # 128 Active Revision Number Revisions: Mark Date By Description A n n A NORTH PROJECT LOCATION KEY FLAN Architect/ Engineer FRC H DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com FRCH / Architecture, Inc., P.C. Seal LAR 3.82016 NORTH PROJECT LOCATION DRAWING INDEX ARCHITECTURAL A-0. I GENERAL INFORMATION $ COVER SHEET A -O. I A SITE PLAN A-0.2 DEMOLITION FLOOR PLAN A -0.2A DEMOLITION REFLECTED CEILING PLAN A-1 .0 A-I.I DIMENSIONED FLOOR PLAN FIXTURE PLAN its A-I.IA REFLECTED CEILING PLAN A-I.IB FINISH PLAN PIFi i ro v,a► i srrlvP=I i suh'Ad to errors and A-1 .2 SPECIFICATIONS A-2.0 A-3.0 A-3. I A-4.0 STOREFRONT ELEVATION INTERIOR ELEVATIONS INTERIOR ELEVATIONS SECTIONS $ DETAILS f :proval of construction documents r nee no p, -7- A-1 ,- tY: yioialion of any ado -T`"...' codo �` Err=�..:�:v.`P,. Pc^Oiot of approval Raid Cr an acknow aim A-4.OA SECTIONS $ DETAILS City of Tu la A-4. I RESTROOM PLAN $ DETAILS BUILDING DIVISION MECHANICAL M-0. I MECHANICAL DEMOLITION PLAN M- I'.0 MECHANICAL PLAN M-I.I MECHANICAL LEGEND AND DETAILS ELECTRICAL E-0. I ELECTRICAL DEMOLITION PLAN E -I.0 ELECTRICAL POWER PLAN E -I.1 ELECTRICAL REFLECTED CEILING PLAN E -I.2 LOW VOLTAGE PLAN E-2.0 ELECTRICAL SCHEDULES E-2. I ELECTRICAL DETAILS PLUMBING P- 1.0 P-I.I P-2.0 SANITARY PLUMBING PLAN DOMESTIC WATER PLUMBING PLAN PLUMBING LEGEND • »+ DETAILS MEP SPEC I MEP -I .I MEP- I .2 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION ARCHITECTURAL SYMBOLS: DOOR NUMBER ROOM NAME ROOM NUMBER REVISIONS ELEVATION NO; SHEET NO. DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: ▪ CORPORATE ❑ FRANCHISE LAB TYPE: El FULL LAB ▪ FINISH LAB SITE TYPE: ❑ NEW ▪ RELOCATION ❑ REMODEL (OPEN) O REMODEL (CLOSED) O NO LAB RECEIVED CITY OF TUKWILA 0 INDOOR LOCATION �� AR 2 g 2016 ▪ OUTDOOR LOCATIORERMIT CENTER Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. C6427 032580.000 TENERAL INFORMATION COVER SHEET SPECIFICATIONS SPECIFICATIONS Store Number C6427 Sheet A -O. 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Is IN IN 1111 IN IN _IU I■.■■■■■■■.■■■■■■i■. ■...... muniu ■■■w■■11 .VIi Amor �MI 4.11 X01 4p1 lin II MI 1 AI 'I iiim ii 111 Iii iii■. �..,�i ► :moi 11■■■■c<A" '" it A r.� ., ■.-r Ammer,..■\/■■■■■■■■■■■■■■■■■■■■■■■■■■ nut= me -11"""711111111111111111111111111111111111111111111. • EXISTING ACCESSIBLE PARKING SPACES (LANDLORD PROVIDED) I I V I I I I I i 80' APPROXIMATE TRAVEL DISTANCE TO ACCESSIBLE PARKING I....�............ai..m T rd .s' 1■■■■■■■■.■■■■.■■■■■. ,� .......... 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Accessible Spaces 44" min. width paved, walkway to building entrance. Sign with international symbol of access, 60" min. to bottom of sign. "Van Accessible" sign below international symbol at all van stalls. International symbol of access painted on paving (recommended but not required) Firm, stable (paved) surface. sloping not more than 1:48 Walkway stripes painted on surfaceto discourage parking violations. Vertical clearance for vans is 98" min. NOTE Two parking spaces shall be permitted: to share a common access aisle. See Page. 2 for detectable warnings. Flared sides 1:10 max. slope 1OSIDEWALK RAMP L 1 Van Space Options / 8'-0" min 8'-0" min. 11'-0" mina 5,_0„ Standard space 8'-0`' min. Plan View Standard Space Option 0 FuIIlength of parking space Sign white symbols and letters on blue- background --International symbol of access "State Disabled Parking Permit Required" or similar "Van Accessible" Install one sign at. head of each designated Flared sides 1:12. accessible parking max. slope .. stall ()ALTERNATE RAMP FOR °REQUIRED _SIGNAGE EXISTING WALKWAY ONLY TYPICAL ACCESSIBLE PARKING DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED MAY 052016 City of Tukwila BUILDING DIVISION. NOTE: G.C. TO VERIFY EXISTING CONDITIONS AND ENSURE CODE AND JURISDICTIONAL REQUIREMENTS ARE MET. 1 DOS SCALE: N.T.S. PEARLE E To 1961 VISION A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTNCENTER SQUARE 17100 5outhcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date By n Description Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com FRCH / Architecture, Inc., P.C. VIAR 18 2016 ARCHITECTURAL SYMBOLS: AREVISIONS ELEVATION NO. SHEET NO. DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: ❑ NEW ▪ CORPORATE ❑ FRANCHISE LAB TYPE: ❑ FULL LA5 ❑ NO LAB • FINISH LAB RECEIVED SITE TYPE: CITY OF TUKWILA O INDOOR LOCATION 0 RELOCATION O REMODEL (OPEN) ❑ REMODEL (CLOSED) MAR 2 9 2016 O OUTDOOR LOCATION, ERMIT CENTER Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. CG427 032580.000 Title SITE PLAN Date . 03.18.16 Drawn By CBG Checked By • AS' /RR Store Number C6 4 27 Sheet A-0. I A Of ADJACENT TENANT "LANE BRYANT" 100-3-1 2 22'-G-2' 0 N CG427 A02.dwg 3 N N N APPROXIMATE LOCATION OF FLOORING CHANGE (V.I.F.) LEASE LINE TO LEASE LINE (V.I.F.) 24'-42' APPROXIMATE LOCATION OF FLOORING CHANGE (V.I.F.) LEASE LINE TO LEASE LINE (V.I. m X 8'-3" ALIGN WITH DEMISING WALL BELOW mco 9'-3" 7'-G" V777777/7/7/7 4r/7777 , 50 &,�' i��7Tl/7/7/7/7777777777/7/7/7/7/777777 /1L/LL/1/1/111/11L//1/1/1/1/1/L1/ tU11Lzz/zzzzzz/ 51'-0" o� /7/777777777777/7 /7/77777777/7/7/7/7777777777 77/7/7/7/7/777777/7/7/77 77?777Z7,7/7/777� Z/ZZ/1/1/1111L/LlL1/1/1/1/1/111/L//1/1/1/1/1/1//1L/11L1/1/1/1/4/Z/Z/Z/Z/Z/ 1 41'-0" Pill/777/ 7777777771//7/T/T/ /7/77 7777 77717/7/7/T77777777,7/7/7 ?/Z//12//1/1/ L11/1/1/1/1/1///1/111/L7Z1/1/1/111/1/Z'Z/Z//1/1/1/Z/ 9'-3" LEASE LINE TO LEASE LINE (V.I.F.) } 1 /777777/7/7/7/7/7777777777/7,/7/7/7777,TT177171////777777777TH/,7/ 77 '1/L/L/Z/ / / /L /1/1/ 7//14T/Z/ZZ/1/1/1/1/111111/1L/L//1/1/ %r (/ ✓� t.11 20'-4"± APPROXIMATE LOCATION OF INCOMING SERVICE (V.I.F.) DEMOLITION FLOOR PLAN SCALE: 1/4" = I'-0" 20'-32 2'-1 I " 12'-5" ADJACENT TENANT "HAPPY COW ®m I '0, 0 ly =__= 14'-I I" PLAN NORTH TRUE NORTH REVIEWED FOR ;CODE COMPLIANCE APPROVED MAY 052016 City of Tukwila BUILDING DIVISION GENERAL NOTES A. WALL LEGEND • LI NETYPE C. DESCRIPTION D. WHEN EXISTING ELECTRICAL SERVICE, POWER, AND LIGHTING IS REMOVED, STUB BACK AND CAP AS REQUIRED IN AREAS BETWEEN EXISTING CONDITIONS AND NEW WORK. E CENTERLINE F. ANY EXISTING ROOFTOP AIR CONDITIONING UNIT, ROOF CURBS AND ALL ASSOCIATED DUCTWORK, GRILLES, DIFFUSERS, HANGER, CONTROL WIRING, ELECTRICAL WIRING, CONDUITS, AND CONDUIT HANGERS, (IF APPLICABLE PER PROJECT STORE SITE) TO REMAIN UNLESS NOTED OTHERWISE ON PLANS; REFER TO MECHANICAL DRAWINGS. G. AT THE G.C.'s OPTION, DEMOLISH OR REMOVE MORE OR LESS EXISTING WORK, PROVIDED THAT SUCH VARIATION WILL EXPEDITE THE PROJECT AND NOT INCREASE THE EXPENSE TO THE OWNER OR VIOLATE ANY CODES. THESE OPTIONS SHALL BE SUBJECT TO THE LUXOTTICA'S PROJECT MANAGER'S APPROVAL. H COORDINATE ANY SYSTEMS SHUTDOWNS WITH LANDLORD * INCLUDE COSTS OF SHUTDOWN IN THE BID. LEASE LINE EXCEPT AS NOTED, G.C. SHALL INCLUDE COSTS TO CUT, PATCH AND/OR REPAIR EXISTING WORK AND EXISTING FACILITIES WHICH MAY BE DISTURBED DURING INSTALLATION OF NEW WORK IN BID PACKAGES. K. IN ACCORDANCE WITH THE DRAWINGS, THOSE ITEMS WHICH ARE REMOVED, AND ARE NOT RELOCATED OR REUSED, SHALL BE DISPOSED OF BY THE G.C. L. ANY EXISTING DOORS AND FRAMES, (IF APPLICABLE PER PROJECT STORE SITE) TO REMAIN UNLESS NOTED OTHERWISE ON PLANS; REFER TO DOOR SCHEDULE. M. EXISTING WALLS N. ANY EXISTING RECEPTACLES, (IF APPLICABLE PER PROJECT STORE SITE) TO REMAIN UNLESS NOTED OTHERWISE ON PLANS; REFER TO ELECTRICAL DRAWINGS. P. REMOVE ALL WALL VINYL FROM WALLS (AS REQUIRED) AND PREP WALLS FOR NEW FINISHES, UNLESS NOTED OTHERWISE. Q G.C. TO INSPECT ALL EXISTING WALLS TO REMAIN AND ENSURE THAT THEY ARE UP TO CURRENT SPECIFICATIONS. R. REMOVE WINDOW CRASH GRAPHICS. _ EXISTING BULKHEAD T IN RELOCATION STORES, G.C. TO REMOVE ALL EXISTING FIXTURES FROM OLD SPACE. U. EXISTING FULL -HEIGHT GLASS II II II G.C. .SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING FIRE RATED ASSEMBLIES (WALL, CEILING AND/OR ROOF). ANY/ALL DAMAGED, DETERIORATED, COMPROMISED OR MISSING FIRE -PROOFING SHALL BE RESTORED TO FULL PROTECTIVE CAPACITY AS ORIGINALLY DESIGNED AND PERMITTED. X. G.C. SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING THERMAL INSULATION (WALLS AND/OR ROOF). ANY/ALL DAMAGED, DETERIORATED, COMPROMISED OR MISSING THERMAL INSULATION EXPOSED DURING CONSTRUCTION SHALL BE RESTORED TO FULL CAPACITY AS REQUIRED BY CURRENT CODE STANDARDS. CONSTRUCTION TO BE DEMOLISHED = CEILING TO BE DEMOLISHED GENERAL NOTES A. THE G.C. SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE PUBLIC AND/OR WORKMEN ON THE JOB AND TO PREVENT ACCIDENTS OR INJURY TO ANY PERSON ON, ABOUT, OR ADJACENT TO THE PREMISES. THE G.C. SHALL COMPLY WITH ALL LAWS, ORDINANCES, CODES, RULES AND REGULATIONS RELATIVE TO SAFETY AND THE PREVENTION OF ACCIDENTS. • THIS DEMOLITION PLAN IS TO BE USED IN CONJUNCTION WITH THE ENTIRE SET OF WORKING DRAWINGS. DO NOT REMOVE OR DEMOLISH ANYTHING WITHOUT VERIFYING AND COORDINATING WITH ALL GENERAL TRADES AS TO HOW THEY RELATE TOTHEOVERALL PROJECT. C. THE G.C. SHALL BE RESPONSIBLE FOR REMOVING OR DEMOLISHING EXISTING CONSTRUCTION WHICH WILL INTERFERE WITH THEIR NEW WORK AND ANY TEMPORARY BRACING OR PERMANENT SUPPORT STRUCTURES. D. WHEN EXISTING ELECTRICAL SERVICE, POWER, AND LIGHTING IS REMOVED, STUB BACK AND CAP AS REQUIRED IN AREAS BETWEEN EXISTING CONDITIONS AND NEW WORK. E REMOVE EXISTING FLOORING MATERIAL, CAP EXISTING MECHANICAL, PLUMBING AND ELECTRICAL SERVICES FLUSH WITH EXISTING SLAB AS REQUIRED, TYPICAL THROUGHOUT; REFER TO RESPONSIBILITY SCHEDULE ON A-0.1 FOR FLOORING PREPARATION. F. ANY EXISTING ROOFTOP AIR CONDITIONING UNIT, ROOF CURBS AND ALL ASSOCIATED DUCTWORK, GRILLES, DIFFUSERS, HANGER, CONTROL WIRING, ELECTRICAL WIRING, CONDUITS, AND CONDUIT HANGERS, (IF APPLICABLE PER PROJECT STORE SITE) TO REMAIN UNLESS NOTED OTHERWISE ON PLANS; REFER TO MECHANICAL DRAWINGS. G. AT THE G.C.'s OPTION, DEMOLISH OR REMOVE MORE OR LESS EXISTING WORK, PROVIDED THAT SUCH VARIATION WILL EXPEDITE THE PROJECT AND NOT INCREASE THE EXPENSE TO THE OWNER OR VIOLATE ANY CODES. THESE OPTIONS SHALL BE SUBJECT TO THE LUXOTTICA'S PROJECT MANAGER'S APPROVAL. H COORDINATE ANY SYSTEMS SHUTDOWNS WITH LANDLORD * INCLUDE COSTS OF SHUTDOWN IN THE BID. J. EXCEPT AS NOTED, G.C. SHALL INCLUDE COSTS TO CUT, PATCH AND/OR REPAIR EXISTING WORK AND EXISTING FACILITIES WHICH MAY BE DISTURBED DURING INSTALLATION OF NEW WORK IN BID PACKAGES. K. IN ACCORDANCE WITH THE DRAWINGS, THOSE ITEMS WHICH ARE REMOVED, AND ARE NOT RELOCATED OR REUSED, SHALL BE DISPOSED OF BY THE G.C. L. ANY EXISTING DOORS AND FRAMES, (IF APPLICABLE PER PROJECT STORE SITE) TO REMAIN UNLESS NOTED OTHERWISE ON PLANS; REFER TO DOOR SCHEDULE. M. ANY EXISTING LIGHTING, CEILING, SOFFITS AND CEILING TILE, (IF APPLICABLE PER PROJECT STORE SITE) TO REMAIN UNLESS NOTED OTHERWISE ON PLANS, REFER TO ELECTRICAL DRAWINGS. N. ANY EXISTING RECEPTACLES, (IF APPLICABLE PER PROJECT STORE SITE) TO REMAIN UNLESS NOTED OTHERWISE ON PLANS; REFER TO ELECTRICAL DRAWINGS. P. REMOVE ALL WALL VINYL FROM WALLS (AS REQUIRED) AND PREP WALLS FOR NEW FINISHES, UNLESS NOTED OTHERWISE. Q G.C. TO INSPECT ALL EXISTING WALLS TO REMAIN AND ENSURE THAT THEY ARE UP TO CURRENT SPECIFICATIONS. R. REMOVE WINDOW CRASH GRAPHICS. S G.C. TO PROVIDE AND INSTALL TEMPORARY BARRICADE IF REQUIRED. COORDINATE REQUIREMENTS WITH LANDLORD. T IN RELOCATION STORES, G.C. TO REMOVE ALL EXISTING FIXTURES FROM OLD SPACE. U. SIGN CONTRACTOR SHALL REMOVE ALL SIGNAGE IN OLD (OR TEMPORARY) SPACE AT END OF PROJECT, AS REQUIRED BY LEASE REQUIREMENT. V REMOVE ALL INTERIOR GRAPHICS AND WAYFINDING, TYPICAL IN ALL AREAS (RETAIL, EMPLOYEE, OD). DO NOT REMOVE FROM LENS PROCESSING AREA. W. G.C. .SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING FIRE RATED ASSEMBLIES (WALL, CEILING AND/OR ROOF). ANY/ALL DAMAGED, DETERIORATED, COMPROMISED OR MISSING FIRE -PROOFING SHALL BE RESTORED TO FULL PROTECTIVE CAPACITY AS ORIGINALLY DESIGNED AND PERMITTED. X. G.C. SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING THERMAL INSULATION (WALLS AND/OR ROOF). ANY/ALL DAMAGED, DETERIORATED, COMPROMISED OR MISSING THERMAL INSULATION EXPOSED DURING CONSTRUCTION SHALL BE RESTORED TO FULL CAPACITY AS REQUIRED BY CURRENT CODE STANDARDS. KEY NOTES MARK DESCRIPTION OLEASELINE, G.C. TO FIELD VERIFY THE ACTUAL LEASELINE LOCATION WITH THE L.O.D. AND LANDLORD'S CONSTRUCTION REPRESENTATIVE. O FOR EXISTING DEMISING WALLS TO REMAIN, PREPARE ALL EXISTING SURFACES TO RECEIVE NEW FINISHES AS REQUIRED. G.C. TO COORDINATE. EXISTING RATED ASSEMBLY TO REMAIN INTACT. SEE GENERAL NOTE ABOVE. O EXISTING WALL TO BE REMOVED AS INDICATED. O EXISTING DOOR $ HARDWARE TO REMAIN. OREMOVE EXISTING DOOR, DOOR FRAME, $ HARDWARE. PREP OPENING FOR INFILL. O REMOVE EXISTING DOOR, DOOR FRAME, $ HARDWARE. PREP FOR NEW DOOR. O REMOVE EXISTING DOOR, DOOR FRAME, $ HARDWARE. O EXISTING STOREFRONT TO REMAIN. O9 EXISTING CANOPY TO REMAIN. REFER TO EXTERIOR ELEVATION. ID EXISTING STRUCTURAL COLUMN TO REMAIN. PROTECT IN PLACE DURING ALL PHASES OF CONSTRUCTION. PREP FOR NEW FINISHES. I I REMOVE EXISTING VINYL TILE FLOORING. PREP FLOOR FOR NEW FLOOR FINISHES. 12 REMOVE EXISTING CARPET FLOORING. PREP FLOOR FOR NEW FLOOR FINISHES. 13 REMOVE EXISTING RECESSED WALK -OFF MAT. PREP FOR NEW RECESSED WALK -OFF MAT, REFER TO FINISH PLAN. 14 EXISTING TILE FLOOR TO REMAIN. PROTECT IN PLACE DURING ALL PHASES OF CONSTRUCTION. - EXISTING ELECTRICAL SERVICE/PANEL TO REMAIN. REFER TO ELECTRICAL DRAWINGS. 16 REMOVE EXISTING PHONE BOARD AND RELOCATE EXISTING EQUIPMENT ON EXISTING PHONE BOARD TO NEW PHONE BOARD. REFER TO ELECTRICAL DRAWINGS. 17 EXISTING TIMER TO REMAIN. REFER TO ELECTRICAL DRAWINGS. IS EXISTING PLUMBING FIXTURE TO REMAIN. REFER TO PLUMBING DRAWINGS. 19 EXISTING MOP SINK TO REMAIN. REFER TO PLUMBING DRAWINGS. 20 EXISTING HI/LO DRINKING FOUNTAINS TO BE RELOCATED. REFER TO FLOOR PLAN $ PLUMBING DRAWINGS. 21 APPROXIMATE AREA OF REMOVAL OF EXISTING SLAB AS REQUIRED (HATCHED AREA) FOR INSTALLATION OF NEW UNDER SLAB PLUMBING AND ELECTRICAL. REFER TO MEP DRAWINGS. G.C. SHALL BE RESPONSIBLE TO VERIFY EXACT EXTENT AND AREA(5) OF SLAB REMOVAL TO INSTALL ALL REQUIRED UTILITIES, AND SHALL FIELD COORDINATE WITH LUXXOTICA P.M. SEE 1G/A-4.0. PEARLE �$T0 2961 VISION' A Subsidiary of the Luxottica Group. 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTNCENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date By A Description n Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com FRCh / Architecture, Inc., P.C. Seal 'MAR 182016 ARCHITECTURAL SYMBOLS: REVISIONS ELEVATION NO. SHEET NO. SECTION NO. I SHEET NO. PROJECT TYPE: ▪ CORPORATE ❑ FRANCHISE LAB TYPE: ❑ FULL LAB ▪ FINISH LAB SITE TYPE: ❑ INDOOR LOCATION ▪ OUTDOOR LOCATION DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. ❑ NEW ▪ RELOCATION ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) ❑ NO LAB RECEIVED CITY OF TUKWILA MAR 29 2016 PERMIT CENTER Pearle Standard Version Number: ECC I .0 Pearie Vision Project No. Architect's Project No. CG427 032580.000 Title DEMOLITION FLOOR PLAN Date Drawn By . 03.18.IG CBG Checked By • AS/RR Store Number 06 4 27 Sheet A-0.2 Of C6427 AO2A.dwg Qj0I2 LUXOTTIGA RETAIL CN CV ADJACENT TENANT "LANE BRYANT" 4 L 0 © 0 7-7 I L- \� L L L n 1 EL L L u 7 L_ \I L L _L L L L L L L 7 7 /\ 4- sJ L L L L 17 7r L ` - LI =LT - L L L L L 7 7r Z`_L sJ L L L L L ' t II )\ II II I� �L—JL L 4-L L L L L L L L L L L L L L L L L L L n u L L L L 1 L n u r==IT I II II <H> --1 L 1 L L - - - rr'' - - . - L L L L L L r- 7r sJ I I I L' L _ V — — — /11- II II II I )( II II -d 1 J_ L L 1 L L L I—= L r9J3(7r . L- — _11/ 1 L a B 0 DEMOLITION REFLECTED CEILING PLAN ADJACENT TENANT "HAPPY COW' PLAN NORTH 4TRUE NORTH REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION GENERAL NOTES SYMBOL LEGEND THE G.C. SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE PUBLIC AND/OR WORKMEN ON THE JOB AND TO PREVENT ACCIDENTS OR INJURY TO ANY PERSON ON, ABOUT, OR ADJACENT TO THE PREMISES. THE G.C. SHALL COMPLY WITH ALL LAWS, ORDINANCES, CODES, RULES AND REGULATIONS RELATIVE TO SAFETY AND THE PREVENTION OF ACCIDENTS. SYMBOL DESCRIPTION C. rr 1 u " 11 u •u 11 II ii n 11 11 L ,ii EXISTING 2' X 4' LAY IN LIGHT FIXTURE TO BE DEMOLISHED. 1- L -, -I EXISTING STRIP LIGHT FIXTURE TO BE DEMOLISHED. F. ..... � EXISTING TRACK LIGHT FIXTURE TO BE DEMOLISHED. r . T ' ■ EXISTING WALL HUNG FIXTURE LIGHT TO BE DEMOLISHED. J. et_•_n- EXISTING EMERGENCY LIGHT TO BE DEMOLISHED. ANY EXISTING LIGHTING, CEILING, SOFFITS AND CEILING TILE, (IF APPLICABLE PER PROJECT STORE SITE) TO REMAIN UNLESS NOTED OTHERWISE ON PLANS, REFER TO ELECTRICAL DRAWINGS. ®°C EXISTING EXIT LIGHT TO BE REMAIN. M. ANY EXISTING DIFFUSERS AND GRILLES, (IF APPLICABLE PER PROJECT STORE SITE) TO REMAIN UNLESS NOTED OTHERWISE ON PLANS; REFER TO MECHANICAL DRAWINGS. EXISTING EXIT LIGHT TO BE RELOCATED. G.C. TO REMOVE EXISTING STOREFRONT SIGNAGE; COORDINATE ELECTRICAL SERVICE W/ NEW STOREFRONT SIGNAGE. PATCH AND REPAIR STOREFRONT SUBSTRATE AS REQUIRED. ()Kali EXISTING LIGHT / EXHAUST FAN COMBINATION TO REMAIN. Q F ,'1 4'. i EXISTING 2' X 2' SUPPLY TO BE DEMOLISHED. sssDEMOLISHED. L �1,i EXISTING 2' X 2' RETURN TO BE GENERAL NOTES A. THE G.C. SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE PUBLIC AND/OR WORKMEN ON THE JOB AND TO PREVENT ACCIDENTS OR INJURY TO ANY PERSON ON, ABOUT, OR ADJACENT TO THE PREMISES. THE G.C. SHALL COMPLY WITH ALL LAWS, ORDINANCES, CODES, RULES AND REGULATIONS RELATIVE TO SAFETY AND THE PREVENTION OF ACCIDENTS. B THIS DEMOLITION PLAN IS TO BE USED IN CONJUNCTION WITH THE ENTIRE SET OF WORKING DRAWINGS. DO NOT REMOVE OR DEMOLISH ANYTHING WITHOUT VERIFYING AND COORDINATING WITH ALL GENERAL TRADES AS TO HOW THEY RELATE TO THE OVERALL PROJECT. C. THE G.C. SHALL BE RESPONSIBLE FOR REMOVING OR DEMOLISHING EXISTING CONSTRUCTION WHICH WILL INTERFERE WITH THEIR NEW WORK AND ANY TEMPORARY BRACING OR PERMANENT SUPPORT STRUCTURES. D. WHEN EXISTING ELECTRICAL SERVICE, POWER, AND LIGHTING IS REMOVED, STUB BACK AND CAP AS REQUIRED IN AREAS BETWEEN EXISTING CONDITIONS AND NEW WORK. E. ANY EXISTING ROOFTOP AIR CONDITIONING UNIT, ROOF CURBS AND ALL ASSOCIATED DUCTWORK, GRILLES, DIFFUSERS, HANGER, CONTROL WIRING, ELECTRICAL WIRING, CONDUITS, AND CONDUIT HANGERS, (IF APPLICABLE PER PROJECT STORE SITE) TO REMAIN UNLESS NOTED OTHERWISE ON PLANS; REFER TO MECHANICAL DRAWINGS. F. AT THE G.C.'S OPTION, DEMOLISH OR REMOVE MORE OR LESS EXISTING WORK, PROVIDED THAT SUCH VARIATION WILL EXPEDITE THE PROJECT AND NOT INCREASE THE EXPENSE TO THE OWNER OR VIOLATE ANY CODES. THESE OPTIONS SHALL BE SUBJECT TO THE LUXOTTICA'S PROJECT MANAGER'S APPROVAL. G COORDINATE ANY SYSTEMS SHUTDOWNS WITH LANDLORD * INCLUDE COSTS OF SHUTDOWN IN THE BID. H. EXCEPT AS NOTED, G.C. SHALL INCLUDE COSTS TO CUT, PATCH AND/OR REPAIR EXISTING WORK AND EXISTING FACILITIES WHICH MAY BE DISTURBED DURING INSTALLATION OF NEW WORK IN BID PACKAGES. J. IN ACCORDANCE WITH THE DRAWINGS, THOSE ITEMS WHICH ARE REMOVED, AND ARE NOT RELOCATED OR REUSED, SHALL BE DISPOSED OF BY THE G.C. K. ANY EXISTING LIGHTING, CEILING, SOFFITS AND CEILING TILE, (IF APPLICABLE PER PROJECT STORE SITE) TO REMAIN UNLESS NOTED OTHERWISE ON PLANS, REFER TO ELECTRICAL DRAWINGS. L. ANY EXISTING RECEPTACLES, (IF APPLICABLE PER PROJECT STORE SITE) TO REMAIN UNLESS NOTED OTHERWISE ON PLANS; REFER TO ELECTRICAL DRAWINGS. M. ANY EXISTING DIFFUSERS AND GRILLES, (IF APPLICABLE PER PROJECT STORE SITE) TO REMAIN UNLESS NOTED OTHERWISE ON PLANS; REFER TO MECHANICAL DRAWINGS. N. G.C. TO REMOVE EXISTING STOREFRONT SIGNAGE; COORDINATE ELECTRICAL SERVICE W/ NEW STOREFRONT SIGNAGE. PATCH AND REPAIR STOREFRONT SUBSTRATE AS REQUIRED. P G.C. TO INSPECT ALL EXISTING CEILINGS TO REMAIN AND ENSURE THAT THEY ARE UP TO CURRENT SPECIFICATIONS. Q SIGN CONTRACTOR SHALL REMOVE ALL SIGNAGE IN OLD (OR TEMPORARY) SPACE AT END OF PROJECT, AS REQUIRED BY LEASE REQUIREMENT. KEY NOTES MARK DESCRIPTION OLEASELINE, G.C. TO FIELD VERIFY THE ACTUAL LEASELINE LOCATION WITH THE L.O.D. AND LANDLORD'S CONSTRUCTION REPRESENTATIVE. OSCOPE. REMOVE EXISTING CEILING GRID AND CEILING TILE, SAVAGE AS MUCH AS POSSIBLE TO BE REUSED, REFER TO REFLECTIVE CEILING PLAN FOR FINAL REMOVE LIGHT FIXTURES AND MECHANICAL DIFFUSERS AND GRILLES, THROUGHOUT. REMOVE WIRING, CONDUIT, ETC. BACK TO SOURCE. REFER TO ELECTRICAL DRAWINGS. COORDINATE FINAL SCOPE WITH LOCATION OF NEW WALL CONSTRUCTION, REFER TO FLOOR PLAN A- I .0. O NOT USED O EXISTING CEILING GRID AND CEILING TILE TO REMAIN. REMOVE LIGHT FIXTURES AND MECHANICAL DIFFUSERS AND GRILLES, THROUGHOUT. REMOVE WIRING, CONDUIT, ETC. BACK TO SOURCE. REFER TO ELECTRICAL DRAWINGS. COORDINATE FINAL SCOPE WITH LOCATION OF NEW WALL CONSTRUCTION, REFER TO FLOOR PLAN A- I .0 AND REFLECTIVE CEILING PLAN. 05 REMOVE EXISTING CEILING GRID AND CEILING TILES AS NEEDED BACK TO POINT ON EXISTING CEILING GRID WHERE SALVAGED CEILING GRID AND TILES CAN START W/ SMOOTH TRANSITION. REFER TO REFLECTIVE CEILING PLAN. COORDINATE FINAL SCOPE WITH LOCATION OF NEW WALL CONSTRUCTION, REFER TO FLOOR PLAN A-1.0. ( REMOVE EXISTING STOREFRONT SIGNAGE, COORDINATE ELECTRICAL SERVICE W/ NEW STOREFRONT SIGNAGE. PATCH AND REPAIR STOREFRONT SUBSTRATE AS REQUIRED. OEXISTING GYP. BD. CEILINGS, LIGHT FIXTURES, AND MECHANICAL DIFFUSERS AND GRILLES, TO REMAIN, REFER TO REFLECTIVE CEILING PLAN. OEXISTING SOFFIT AND BULKHEAD TO REMAIN, REFER TO REFLECTIVE CEILING PLAN. PREP FOR NEW FINISHES 09 EXISTING CANOPY TO REMAIN. REFER TO EXTERIOR ELEVATION. 10 EXISTING ACCESS HATCH TO REMAIN. PREP FOR NEW FINISHES. I I EXISTING EMERGENCY EXIT LIGHT TO REMAIN. REFER TO ELECTRICAL DRAWINGS. I Z EXISTING EMERGENCY EXIT LIGHT TO BE RELOCATED. REFER TO ELECTRICAL DRAWINGS. PEARLE EST° 1961 VISION" A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17 100 Southcenter Parkway Tukwila,WA 98 188 SPACE # l 28 Active Revision Number Revisions: Mark Date By / \ Description A n Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com PRCH / Architecture, Inc., P.C. Seal MAR 182016 ARCHITECTURAL SYMBOLS: REVISIONS ELEVATION NO. SHEET NO. SECTION NO.' SHEET NO. DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: 0 NEW ▪ CORPORATE RELOCATION O REMODEL (OPEN) O REMODEL (CLOSED) ❑ FRANCHISE LAB TYPE: O FULL LAB O FINISH LAB SITE TYPE: ❑ NO LAB RECEIVED 0 CITY OF TUKWILA 0 INDOOR LOCATION �ig 2016 OUTDOOR �oCATI ERMIT CENTER Pearle Standard Version Number: ECC I .Q Pearle Vision Project No. Architect's Project No. C6427 032580.000 Title DEMOLITION REFLECTED CEILING PLAN Date . 03.18.16 Drawn By • CBG • AS/RR Checked By Store Number C6427 Sheet A-O.2A Of ADJACENT TENANT "LANE BRYANT" 106'-32 9 •N C6427 A 14.dwg e212 LUXOTTIGA RETAIL ASE LINE TO LEASE LINE (EX) EMPLOYEE RESTROOM III (EX) PUBLIC RESTROOM 112 CLG. HT.= (EX) 8'-0" CLG. HT.= (EX) 8'-0" Co 1• OFFICE 110 CLG. HT.= (E)011'-0" 9'-3" O Rr 4'-7" HOLD 9'3" LENS PROCESS ROOM I13 CLG. HT.= 9'-0" 5' I8'± 2'-0" LEASE LINE TO LEASE LINE (V.I.F.) 19'- 102" 3'-G" 3'-G" 20'-4-21" 0 m N IB A-4.0 ,! ; ., r � sa �,i;,'ra-"s A•a. ,-� s^ � as c _rs r_ _s _ RETAIL SALES AREA 101 CLG. HT.= (EQ 11'-0" O 3'-O" 0 IB A-4.0 5B A-4.0 — - - - (li - L / : v ////////////// / //// i�/// jr,i////// z„/„_/,/,/ r/i/ / ////// //i1 �//•/////2 /////'/////// // '%/i///ij /i///27/%////ii/ / REFERENCE - I4- LEASE LINE TO LEASE LINE (V.I.F.) EMPLOYEE AREA PUBLIC HALLWAY 109 108 CLG. HT.= (IX) 111-0" CLG. HT.= 9'-0" DIMENSIONED LOOK PLAN SCALE: 1/4" = I '-0" OFFICE 107 CLG. HT.= 8'-0" 6'-8Z" 8 // 3'-0" CONTACT LENS CLOSET IOGA CLG. HT.= 8'-0" I 11-0" CONTACT LENS ROOM lOG CLG. HT.= 8'-0" REFRACTION ROOM 105 CLG. HT.= 8'-0" 12'-0" ADJACENT TENANT "HAPPY COW' DOOR SCHEDULE MARK ROOM NAME DOOR SIZE DOOR DESCRIPTION FRAMES HARDWARE REMARKS REFERENCE NUMBERS ON DOOR HARDWARE SCHEDULE ON A- I .2 E. REFERENCE DOOR SCHEDULE THIS SHEET. VERIFY EXISTING HARDWARE AND SUPPLEMENT AS REQUIRED. (EXAMPLE; IF CLOSER IS SCHEDULED, WHICH DOES NOT EXIST, A NEW CLOSER IS TO BE INSTALLED IN ACCORDANCE WITH PROJECT SPECIFICATIONS. WIDTH HEIGHT THICK- NESS TYPE MATERIAL FINISH GLAZING LABEL TYPE MATERIAL FINISH LABEL SECT. HARDWARE # HARDWARE DESCRIPTION CLOSER TIRES- HOLD STOP # KICK # _ EXISTING/NEW EXTERIOR DOORS 101 RETAIL SALES AREA EXISTG. - -- - -- - -- - -- - -- - -- --- --- --- --- --- --- --- EXISTG. --- --- 6 I09E EMPLOYEE AREA EXISTG. --- --- P-201 - -- --- --- --- P -20I - -- - -- --- --- --- EXISTG. --- --- 6, 9 INTERIOR DOORS 103 PRETEST ROOM 3'-0" 6'-8" 13/4" Q S.C. P-203 3/8" TEMP. NONE I A H.M. P-20 I NONE I 3, 13 CLASSROOM NO S/A-4.0 I I NO 2, 5 103A FILE STORAGE CLOSET 3'-0" 6'-8" 13/4" P S.C. WS -1 NONE NONE I A H.M. P-20 I NONE I 3, 13 CLASSROOM YES NO 12 NO 1, 5 104 REFRACTION ROOM 3'-0" 6'-S" 13/4" Q S.C. P-203 3/8" TEMP. NONE I A H.M. P-20 I NONE I 3, 13 CLASSROOM NO 8/A-4.0 I I NO 2, 5 105 REFRACTION ROOM 3'-0" 6'-8" 13/4" Q S.C. P-203 3/8" TEMP. NONE I A H.M. P -20I NONE I 3, 13 CLASSROOM NO 8/A-4.0 II NO 2, 5 10GA CONTACT LENS CLOSET (2) 2'-6" 6'-8" 13/4" B H.C. P-20 NONE NONE IA WOOD P-201 NONE 4, 5 15 SLIDER NO NO NO NO 3 107 OFFICE 3'-0" 6'-8" 13/4" P S.C. WS- I NONE NONE I A H.M. P-201 NONE 1 3, 13 CLASSROOM NO 8/A-4.0 I I NO I , 5 109 EMPLOYEE AREA 3'-0" 6'-8" 13/4" P S.C. WS- I NONE NONE I A H.M. P -20I NONE I 1, 13 PASSAGE YES 15/A-4.0 I I NO I, 5, 7 110 OFFICE 3'-0" 6'-8" 13/4" G H.M. P-20 I NONE NONE I A H.M. P-20 I NONE I 3, 13 CLASSROOM NO 8/A-4.0 I I NO 111 (EX)EMPLOYEERESTROOM EXISTG. --- --- P-201 --- --- --- --- P -20i --- --- --- --- --- 14/A-4.0 - -- - -- 112 (EX)PUBLIC RESTROOM 3'-0" 6'-8" 13/4" P S.C. WS- I NONE NONE I A H.M. P -20I NONE I 2, 13 PRIVACY YES 14/A-4.0 II 5 I , 5 113 LENS PROCESS ROOM 3'-0" 6'-8" 13/4" P S.C. W5- I NONE NONE I A H.M. P-201 NONE I 3, 13 CLASSROOM YES 15/A-4.0 II NO 1, 4, 5, 8 GENERAL DOOR NOTES A. G.C. TO VERIFY PROPER WORKING ORDER OF ALL EXISTING DOORS AND HARDWARE (WHICH ARE DESIGNATED AS BEING RE -USED). REPAIR/REPLACE MATERIALS AS REQUIRED. B. PREPARE/PATCH AND REPAIR SURFACES TO "LIKE NEW' CONDITION AND PREP TO RECEIVE NEW PAINT AND OR STAIN AS SCHEDULED, A LEVEL 4 FINISH. C. DOOR COLOR 'WS- I' ON DOOR SCHEDULE INDICATES. DOOR SLAB TO RECEIVE A STAIN FINISH. REFERENCE 'WS- I' ON SHEET A- I .2. DOOR FINISH 'V-2' ON DOOR SCHEDULE INDICATES DOOR SLAB TO RECEIVE A VARNISH FINISH. REFERENCE 'V-2' ON SHEET A- I .2 D. G.C. TO COORDINATE ALL EXISTING DOORS TO REMAIN WHICH WILL RECEIVE A NEW FINISH. THIS INCLUDES DOOR REMOVAL, HARDWARE REMOVAL AND REPLACEMENT, SCUFFED/ SANDED / APPLICATION OF NEW FINISHES AND RE -INSTALLATION. E. REFERENCE DOOR SCHEDULE THIS SHEET. VERIFY EXISTING HARDWARE AND SUPPLEMENT AS REQUIRED. (EXAMPLE; IF CLOSER IS SCHEDULED, WHICH DOES NOT EXIST, A NEW CLOSER IS TO BE INSTALLED IN ACCORDANCE WITH PROJECT SPECIFICATIONS. F. G.C. TO PROVIDE LOCK CYLINDERS COMPATIBLE WITH INSTA-LOCK CORES. G. VERIFY RE -KEYING REQUIREMENTS WITH LUXOTTICA CONSTRUCTION MANAGER PRIOR TO BID. H. WHERE NEW DOOR SLABS ARE TO BE INSTALLED, RE -USING EXISTING FRAMES, FIELD VERIFICATION OF DOOR SLAB SIZE IS REQUIRED. J. ALL NEW DOOR SLABS RE -USING EXISTING FRAMES TO RECEIVE NEW LOCKSET HARDWARE AS SCHEDULED. K. WHERE DOORS ARE EXISTING TO REMAIN, ANY KNOB HARDWARE IS TO BE REPLACED WITH LATCH -STYLE HARDWARE; G.C. TO FIELD VERIFY. L. ALL FRAMES TO BE KNOCK -DOWN TYPE M. ALL DOORS TO HAVE SILENCERS N. G.C. TO SUPPLY HINGES AND HARDWARE, UNLESS NOTED OTHERWISE. P. ALL SCHLAGE LOCKSET KEYED ENTRIES TO MATCH. REFRACTION ROOM 104 CLG. HT.= 8'-0" 12'-0" PRE-TEST ROOM 103 CLG. HT.= 8'-0" I 11-0" DOOR TYPES DOOR REMARKS METAL STUD WALL WITH PAINTED LINE/WALL TYPE STAINED DOORS TO BE VARNISHED, SEE FINISH PLAN AND SCHEDULE ON A-1.15 2 34"W KICK PLATE BRUSHED GLASS TO BE FROSTED 3 CENTERLINE FRAME SHALL BE CASED -OPENING TYPE AS NOTED 4 F. G.C. TO SUPPLY AND INSTALL CONSTRUCTION CORE AND CYLINDER TO BE COMPATIBLE WITH INSTAKEY I/C CORE. TENANT WILL REPLACE CONSTRUCTION CORE WITH INSTAKEY I/C CORE ON TURNOVER DAY (CORP. ONLY) 5 G.C. IS RESPONSIBLE FOR INSTALLING ALL FINISH FLOORING. G.C. IS ALSO RESPONSIBLE FOR ALL FINISH WALL MATERIALS BEHIND AND UNDER ALL MILLWORK. DOOR PRE -FINISHED AND SUPPLIED BY M I LLWORKER C J. BUILDING STANDARD EXISTING DOOR (BY LANDLORD), RE -KEY AS NECESSARY COORD KEYING REQ. W/ OWNER 7 HOLLOW CORE METAL DOOR MOUNT CLOSER ON EMPLOYEE AREA SIDE OF ROOM. 8 ©SOLID W/ PAINT GRADE VENEER MOUNT CLOSER ON LENS PREP SIDE OF ROOM. 9 ALL CONTRACTORS ARE RESPONSIBLE FOR CONTACTING THE REPRESENTATIVE LISTED AS SOON AS CONTRACTS ARE AWARDED TO COMMUNICATE DESIRED SCHEDULE DATES AND PROJECT INFORMATION. PAINT INTERIOR SIDE OF FRAME $ DOOR ONLY REFRACTION ROOM 104 CLG. HT.= 8'-0" 12'-0" PRE-TEST ROOM 103 CLG. HT.= 8'-0" I 11-0" DOOR TYPES WALL LEGEND METAL STUD WALL WITH PAINTED LINE/WALL TYPE METAL STUD WALL WITH PAINTED DESCRIPTION 34"W KICK PLATE BRUSHED GYPSUM BOARD BOTH SIDES TH. WOOD TRIM ALL WALL FRAMING TO BE BRACED TO EXISTING ROOF STRUCTURE WITH DEFLECTION CONNECTIONS. DO NOT ATTACH WALL FRAMING TO ROOF DECK. CENTERLINE E. 3/4” 3/4" TH. WOOD STOP (NOT F. G.C. IS RESPONSIBLE FOR ANY PREPARATION OF THE FLOOR SLAB AND PROCUREMENT OF MATERIALS REQUIRED AT THE ENTRANCE TO PRODUCE A FLUSH CONDITION BETWEEN THE STORE CLOSURE LINE AND THE EXISTING MALL FLOORING. STAINLESS STEEL (IF SCHEDULED) G.C. IS RESPONSIBLE FOR INSTALLING ALL FINISH FLOORING. G.C. IS ALSO RESPONSIBLE FOR ALL FINISH WALL MATERIALS BEHIND AND UNDER ALL MILLWORK. H. G.C. SHALL SUPPLY AND INSTALL SHEET METAL BLOCKING IN ALL WALLS AS REQUIRED TO SUPPORT WALL EQUIPMENT, FURNISHINGS AND ACCESSORIES, COORDINATE WITH MILLWORK CONTRACTOR. ANCHOR BLOCKING W/ SCREWS AT TOP MIDDLE AND BOTTOM (NO SILICONE). SEE A-4. I FOR MOUNTING HEIGHTS, A- I .2 FOR BLOCKING DETAILS. J. USED ON BYPASS DOORS) K. HOLLOW CORE METAL DOOR CORE WOOD (FLUSH) © (FLUSH) ©SOLID W/ PAINT GRADE VENEER DOOR: REFER DOOR TO ��ce� )1 ALL CONTRACTORS ARE RESPONSIBLE FOR CONTACTING THE REPRESENTATIVE LISTED AS SOON AS CONTRACTS ARE AWARDED TO COMMUNICATE DESIRED SCHEDULE DATES AND PROJECT INFORMATION. _ G.C. IS RESPONSIBLE FOR ANY AND ALL UP -CHARGES ASSOCIATED WITH THE DELAY OF ORDERING SPECIFIED PRODUCTS. _ EXISTING/NEW BULKHEAD R. ALL TENANT FURNISHED ITEMS (MATERIAL AND LABOR) TO BE SCHEDULED, COORDINATED * SUPERVISED DY G.C. SCHEDULE NEW WALL >.,,,,_•".sa _,_,.,� //.40;040.A0011000007.10' iii/ir /7/ / CAULK AROUND F.R.P. TO THE WALLS WITH WHITE SILICONE SEALANT. 3/8" FROSTED TEMPERED ALL DIMENSIONS ARE TO FACE OF GYP. BD. UNLESS NOTED OTHERWISE ON PLANS. H.M. DOOR FRAME IN A REMODEL WHERE WALL COVERING IS TO BE REMOVED, SKIM AND FINISH WALL TO LEVEL 4 FINISH. GLASS 0 i1 I 34W KICK PLATE "BRONZE'BY 24 NEW EYE WASH UNIT. REFER TO PLUMBING DRAWINGS. BUILT UP BOXED BEAM MILLWORKER NEW WALL WITH SOUND BATT _z____H41. :::•:}J_h;. Y : fz w•r. (IF SCHEDULED) CORE WOOD (RAISED SOLID CORE WOOD (RAISED ® PANEL) W/ BIRCH VENEER ©SOLID PANEL) W/ BIRCH VENEER REFER TO SHEET A- I .2 FOR ADDITIONAL DOOR INFORMATION FILE STORAGE CLOSET 103A CLG. HT.= 8'-0" 9'-0" FRAME TYPES I HOLLOW METAL/WOOD TT RECEPTION AREA 102 CLG. HT.= (EX) I I'-0" 13'-0" I PLAN NORTH 13= TRUE NORTH FRAME DETAILS WALL LEGEND METAL STUD WALL WITH PAINTED LINE/WALL TYPE METAL STUD WALL WITH PAINTED DESCRIPTION --------------------- GYPSUM BOARD BOTH SIDES TH. WOOD TRIM ALL WALL FRAMING TO BE BRACED TO EXISTING ROOF STRUCTURE WITH DEFLECTION CONNECTIONS. DO NOT ATTACH WALL FRAMING TO ROOF DECK. CENTERLINE E. 3/4” 3/4" TH. WOOD STOP (NOT F. G.C. IS RESPONSIBLE FOR ANY PREPARATION OF THE FLOOR SLAB AND PROCUREMENT OF MATERIALS REQUIRED AT THE ENTRANCE TO PRODUCE A FLUSH CONDITION BETWEEN THE STORE CLOSURE LINE AND THE EXISTING MALL FLOORING. LEASE LINE G.C. IS RESPONSIBLE FOR INSTALLING ALL FINISH FLOORING. G.C. IS ALSO RESPONSIBLE FOR ALL FINISH WALL MATERIALS BEHIND AND UNDER ALL MILLWORK. H. G.C. SHALL SUPPLY AND INSTALL SHEET METAL BLOCKING IN ALL WALLS AS REQUIRED TO SUPPORT WALL EQUIPMENT, FURNISHINGS AND ACCESSORIES, COORDINATE WITH MILLWORK CONTRACTOR. ANCHOR BLOCKING W/ SCREWS AT TOP MIDDLE AND BOTTOM (NO SILICONE). SEE A-4. I FOR MOUNTING HEIGHTS, A- I .2 FOR BLOCKING DETAILS. J. USED ON BYPASS DOORS) K. EXISTING WALLS METAL DOOR: REFER DOOR TO1159201/ NO MATERIAL SUBSTITUTIONS WILL BE PERMITTED UNLESS SUBMITTED TO LUXOTTICA PROJECT MANAGER FOR REVIEW AND APPROVAL. M. DOOR: REFER DOOR TO ��ce� )1 ALL CONTRACTORS ARE RESPONSIBLE FOR CONTACTING THE REPRESENTATIVE LISTED AS SOON AS CONTRACTS ARE AWARDED TO COMMUNICATE DESIRED SCHEDULE DATES AND PROJECT INFORMATION. _ G.C. IS RESPONSIBLE FOR ANY AND ALL UP -CHARGES ASSOCIATED WITH THE DELAY OF ORDERING SPECIFIED PRODUCTS. _ EXISTING/NEW BULKHEAD R. ALL TENANT FURNISHED ITEMS (MATERIAL AND LABOR) TO BE SCHEDULED, COORDINATED * SUPERVISED DY G.C. SCHEDULE NEW WALL >.,,,,_•".sa _,_,.,� //.40;040.A0011000007.10' iii/ir /7/ U. CAULK AROUND F.R.P. TO THE WALLS WITH WHITE SILICONE SEALANT. WOOD DOOR FRAME ALL DIMENSIONS ARE TO FACE OF GYP. BD. UNLESS NOTED OTHERWISE ON PLANS. H.M. DOOR FRAME IN A REMODEL WHERE WALL COVERING IS TO BE REMOVED, SKIM AND FINISH WALL TO LEVEL 4 FINISH. FULL HEIGHT GLASS 0 i1 I NEW PLUMBING FIXTURE. REFER TO PLUMBING DRAWINGS. 24 NEW EYE WASH UNIT. REFER TO PLUMBING DRAWINGS. BUILT UP BOXED BEAM NEW WALL WITH SOUND BATT :::•:}J_h;. Y : fz w•r. DBL 6" DP, 16 GA. BEAM WITH 3 5/8", 18 GA. TRACK @ TOP .m # I 0 SCREW @ 12 c/c, TYP. # I 0-24 X 1" LONG NEW INFILL WALL /2/ Atialtrollir„//.. r/:re . SOCKET HEAD SCREW DOUBLE UPPER TRACK ALUM. FRAME PANELS SEE SHEET A-4.0 FOR INFORMATION ON ALL NEW WALL TYPES FRAME DETAILS A. METAL STUD WALL WITH PAINTED B. METAL STUD WALL WITH PAINTED C. SEE SHEET A- I . I B FOR ROOM FINISHES. GYPSUM BOARD BOTH SIDES TH. WOOD TRIM ALL WALL FRAMING TO BE BRACED TO EXISTING ROOF STRUCTURE WITH DEFLECTION CONNECTIONS. DO NOT ATTACH WALL FRAMING TO ROOF DECK. OEXISTING E. 3/4” 3/4" TH. WOOD STOP (NOT F. G.C. IS RESPONSIBLE FOR ANY PREPARATION OF THE FLOOR SLAB AND PROCUREMENT OF MATERIALS REQUIRED AT THE ENTRANCE TO PRODUCE A FLUSH CONDITION BETWEEN THE STORE CLOSURE LINE AND THE EXISTING MALL FLOORING. GYPSUM BOARD BOTH SIDES FRAME DOOR JAMB G.C. IS RESPONSIBLE FOR INSTALLING ALL FINISH FLOORING. G.C. IS ALSO RESPONSIBLE FOR ALL FINISH WALL MATERIALS BEHIND AND UNDER ALL MILLWORK. H. G.C. SHALL SUPPLY AND INSTALL SHEET METAL BLOCKING IN ALL WALLS AS REQUIRED TO SUPPORT WALL EQUIPMENT, FURNISHINGS AND ACCESSORIES, COORDINATE WITH MILLWORK CONTRACTOR. ANCHOR BLOCKING W/ SCREWS AT TOP MIDDLE AND BOTTOM (NO SILICONE). SEE A-4. I FOR MOUNTING HEIGHTS, A- I .2 FOR BLOCKING DETAILS. J. USED ON BYPASS DOORS) K. r--) METAL DOOR: REFER DOOR TO1159201/ NO MATERIAL SUBSTITUTIONS WILL BE PERMITTED UNLESS SUBMITTED TO LUXOTTICA PROJECT MANAGER FOR REVIEW AND APPROVAL. M. DOOR: REFER DOOR TO ��ce� )1 ALL CONTRACTORS ARE RESPONSIBLE FOR CONTACTING THE REPRESENTATIVE LISTED AS SOON AS CONTRACTS ARE AWARDED TO COMMUNICATE DESIRED SCHEDULE DATES AND PROJECT INFORMATION. P. G.C. IS RESPONSIBLE FOR ANY AND ALL UP -CHARGES ASSOCIATED WITH THE DELAY OF ORDERING SPECIFIED PRODUCTS. SCHEDULE ANY QUESTIONS CONCERNING THESE SPECIFICATIONS SHALL BE DIRECTED TO THE LUXOTTICA CONSTRUCTION REPRESENTATIVE FOR DOCUMENT CLARIFICATION. R. ALL TENANT FURNISHED ITEMS (MATERIAL AND LABOR) TO BE SCHEDULED, COORDINATED * SUPERVISED DY G.C. SCHEDULE G.C. TO POST A SIGN ABOVE ENTRY DOORS WITH ONE INCH LETTERS STATING 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". WHEN UNLOCKED, DOORS MUST SWING WITHOUT OPERATION OF ANY LATCHING DEVICE (NOTE: DEADBOLTS ARE NOT ALLOWED ON SECOND EXIT DOOR). >.,,,,_•".sa _,_,.,� FIRE MARSHAL TO DETERMINE QUANTITY AND FINAL LOCATION OF FIRE EXTINGUISHERS. U. CAULK AROUND F.R.P. TO THE WALLS WITH WHITE SILICONE SEALANT. WOOD DOOR FRAME ALL DIMENSIONS ARE TO FACE OF GYP. BD. UNLESS NOTED OTHERWISE ON PLANS. H.M. DOOR FRAME IN A REMODEL WHERE WALL COVERING IS TO BE REMOVED, SKIM AND FINISH WALL TO LEVEL 4 FINISH. ® 0 Y. G.C. TO VERIFY EXISTING RESTROOM CONDITION TO DETERMINE EXTENT OF WORK TO PROVIDE COMPLETE ACCESSIBILITY TO MEET ALL CURRENT LOCAL CODE REQUIREMENTS. NEW PLUMBING FIXTURE. REFER TO PLUMBING DRAWINGS. 24 NEW EYE WASH UNIT. REFER TO PLUMBING DRAWINGS. BUILT UP BOXED BEAM DBL 6" DP, 16 GA. BEAM WITH 3 5/8", 18 GA. TRACK @ TOP .m # I 0 SCREW @ 12 c/c, TYP. # I 0-24 X 1" LONG SOCKET HEAD SCREW DOUBLE UPPER TRACK ALUM. FRAME PANELS DOOR FRAME HEADER ()BYPASS REVIEWED FOR CODE COMPLIANCE APPROVED MAY05 2016 City of Tukwila BUILDING DIVISION GENERAL NOTES A. G.C. SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING FIRE -RATED ASSEMBLIES (WALL, CEILING AND/OR ROOF). ANY DAMAGED, DETERIORATED, COMPROMISED OR MISSING FIRE -PROOFING SHALL BE RESTORED TO FULL PROTECTIVE CAPACITY AS ORIGINALLY DESIGNED AND PERMITTED. B. G.C. SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING THERMAL INSULATION (WALLS AND/OF ROOF). ANY/ALL DAMAGED, DETERIORATED, COMPROMISED OR MISSING THERMAL INSULATION EXPOSED DURING CONSTRUCTION SHALL BE RESTORED TO FULL CAPACITY REQUIRED BY CURRENT CODE STANDARDS. C. SEE SHEET A- I . I B FOR ROOM FINISHES. D. ALL WALL FRAMING TO BE BRACED TO EXISTING ROOF STRUCTURE WITH DEFLECTION CONNECTIONS. DO NOT ATTACH WALL FRAMING TO ROOF DECK. OEXISTING E. G.C. TO MAINTAIN ALL DIMENSIONS AS SPECIFIED FOR LENS PROCESS ROOM. NOTIFY LUXOTTICA PROJECT MANAGER OF ANY DISCREPANCIES OF HOLD DIMENSIONS. F. G.C. IS RESPONSIBLE FOR ANY PREPARATION OF THE FLOOR SLAB AND PROCUREMENT OF MATERIALS REQUIRED AT THE ENTRANCE TO PRODUCE A FLUSH CONDITION BETWEEN THE STORE CLOSURE LINE AND THE EXISTING MALL FLOORING. G. G.C. IS RESPONSIBLE FOR INSTALLING ALL FINISH FLOORING. G.C. IS ALSO RESPONSIBLE FOR ALL FINISH WALL MATERIALS BEHIND AND UNDER ALL MILLWORK. H. G.C. SHALL SUPPLY AND INSTALL SHEET METAL BLOCKING IN ALL WALLS AS REQUIRED TO SUPPORT WALL EQUIPMENT, FURNISHINGS AND ACCESSORIES, COORDINATE WITH MILLWORK CONTRACTOR. ANCHOR BLOCKING W/ SCREWS AT TOP MIDDLE AND BOTTOM (NO SILICONE). SEE A-4. I FOR MOUNTING HEIGHTS, A- I .2 FOR BLOCKING DETAILS. J. ADEQUATE ACCESS PANELS OR DOORS SHALL BE INCORPORATED INTO TENANT WORK FOR INSPECTION SERVICE AND REPLACEMENT OF BOTH LANDLORD AND TENANT EQUIPMENT, COORDINATE PLACEMENT WITH LANDLORD'S ON-SITE REPRESENTATIVE. K. PROVIDE 3/4" FIRE RETARDANT PLYWOOD INSTALLED OVER GYP. BOARD BEHIND ALL NEW/RELOCATED ELECTRICAL AND TELEPHONE PANELS, PAINT TO MATCH WALL FINISH PRIOR TO HARDWARE INSTALLATION. L. NO MATERIAL SUBSTITUTIONS WILL BE PERMITTED UNLESS SUBMITTED TO LUXOTTICA PROJECT MANAGER FOR REVIEW AND APPROVAL. M. ALL MANUFACTURERS RECOMMENDED INSTALLATION AND MAINTENANCE PROCEDURES ARE TO BE FOLLOWED BY ALL CONTRACTORS ON THIS PROJECT. N. ALL CONTRACTORS ARE RESPONSIBLE FOR CONTACTING THE REPRESENTATIVE LISTED AS SOON AS CONTRACTS ARE AWARDED TO COMMUNICATE DESIRED SCHEDULE DATES AND PROJECT INFORMATION. P. G.C. IS RESPONSIBLE FOR ANY AND ALL UP -CHARGES ASSOCIATED WITH THE DELAY OF ORDERING SPECIFIED PRODUCTS. Q. ANY QUESTIONS CONCERNING THESE SPECIFICATIONS SHALL BE DIRECTED TO THE LUXOTTICA CONSTRUCTION REPRESENTATIVE FOR DOCUMENT CLARIFICATION. R. ALL TENANT FURNISHED ITEMS (MATERIAL AND LABOR) TO BE SCHEDULED, COORDINATED * SUPERVISED DY G.C. S. G.C. TO POST A SIGN ABOVE ENTRY DOORS WITH ONE INCH LETTERS STATING 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". WHEN UNLOCKED, DOORS MUST SWING WITHOUT OPERATION OF ANY LATCHING DEVICE (NOTE: DEADBOLTS ARE NOT ALLOWED ON SECOND EXIT DOOR). T. FIRE MARSHAL TO DETERMINE QUANTITY AND FINAL LOCATION OF FIRE EXTINGUISHERS. U. CAULK AROUND F.R.P. TO THE WALLS WITH WHITE SILICONE SEALANT. V. ALL DIMENSIONS ARE TO FACE OF GYP. BD. UNLESS NOTED OTHERWISE ON PLANS. W. IN A REMODEL WHERE WALL COVERING IS TO BE REMOVED, SKIM AND FINISH WALL TO LEVEL 4 FINISH. X. ALL GYP. BD. TO BE FINISH LEVEL 4. CEILING GYP. TO BE LEVEL 5 FINISH. Y. G.C. TO VERIFY EXISTING RESTROOM CONDITION TO DETERMINE EXTENT OF WORK TO PROVIDE COMPLETE ACCESSIBILITY TO MEET ALL CURRENT LOCAL CODE REQUIREMENTS. KEY NOTES MARK DESCRIPTION OLEASELINE, G.C. TO FIELD VERIFY THE ACTUAL LEASELINE LOCATION WITH THE L.O.D. AND LANDLORD'S CONSTRUCTION REPRESENTATIVE. OEXISTING DEMISING PARTITION. G.C. TO PATCH/REPAIR AS REQUIRED TO MAINTAIN REQUIRED FIRE RATING ONEW BULKHEAD, REFER TO DETAIL 7/ A-4.0, SEE REFLECTED CEILING PLAN FOR HEIGHT. OEXISTING GYP. BD. SOFFIT AND BULKHEAD, SEE REFLECTED CEILING PLAN FOR HEIGHT. OFURRING @ COLUMN TO BE TIGHT TO COLUMN, TYPICAL. SEE DETAIL IA/A-4.0 FOR SIMILAR WALL TYPE, GYP. BD. ON CUSTOMER SIDE ONLY. O OUTLINE OF MILLWORK, SEE FIXTURE PLAN OWAINSCOT, SEE SHEETS A-3.0 AND A-4.0. WAINSCOT STOPS AND STARTS @ BACKWRAP, IF APPLICABLE. O EXTERIOR SIGNAGE ABOVE, REFER TO REFLECTED CEILING PLAN. 0 EXISTING CANOPY TO REMAIN. REFER TO EXTERIOR ELEVATION. O10 ALIGN NEW CONSTRUCTION WITH EXISTING, PROVIDE FLUSH, SMOOTH CONDITION. I I INFILL WALL OPENING TO MATCH EXISTING WALL, SEE DETAIL 2/A-4.0. PREP FOR NEW FINISHES. 12 ALIGN FLOOR TRANSITION STRIP WITH WALL CORNER. 3 FLOOR FINISH TRANSITION, REFER TO FINISH PLAN. 14 FIRE EXTINGUISHERS AS DIRECTED BY THE FIRE MARSHALL (SUGGESTED LOCATIONS ON PLAN). REFER TO A- I .2 FOR SPECIFICATION. 15 EXISTING ELECTRICAL DISTRIBUTION PANEL TO REMAIN, REFER TO ELECTRICAL DRAWINGS. 16 - NEW ELECTRICAL DISTRIBUTION PANEL. REFER TO ELECTRICAL DRAWINGS. 17 EXISTING TIMER TO REMAIN. REFER TO ELECTRICAL DRAWINGS. CS EXISTING PLUMBING FIXTURE TO REMAIN. REFER TO PLUMBING DRAWINGS. 19 EXISTING MOP SINK TO REMAIN. REFER TO PLUMBING DRAWINGS. 20 RELOCATED HI/LO DRINKING FOUNTAINS. REFER TO PLUMBING DRAWINGS. 2 I NEW PHONE BOARD. REFER TO ELECTRICAL DRAWINGS. 22 WATER HEATER ABOVE CEILING, REFER TO 9/A-4.1 AND PLUMBING DRAWINGS. 3 NEW PLUMBING FIXTURE. REFER TO PLUMBING DRAWINGS. 24 NEW EYE WASH UNIT. REFER TO PLUMBING DRAWINGS. PEARLS EST° ( ) ( J 1962 VISION" A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Rnevisions: Mark Date Description A n n Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com FRCH / Architecture, Inc., P.C. Seal ARCHITECTURAL SYMBOLS: D REVISIONS ELEVATION NO. SHEET NO. SECTION NO. I SHEET NO. DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: a CORPORATE ❑ FRANCHISE LAB TYPE: ❑ FULL LAB ▪ FINISH LAB SITE TYPE: ❑ INDOOR LOCATION ▪ OUTDOOR LOCATION ❑ NEW a RELOCATION O REMODEL (OPEN) ❑ REMODEL (CLOSED) O NO LAB RECEIVED CITY OF TUKWILA MAR 2 9 2016 Pearle Standard Version Number: ror-ninftiT !'AITF.R ECC I .0 Pearle Vision Project No. Architect's Project No. C6427 03 2580.000 Title DIMENSIONED FLOOR. PLAN Date Drawn By • Checked By • AS/RR 03.18.16 CBG Store Number C6427 Sheet A -1.O of CG427 A I I .dwg e0I2 LUXOrnGA RETAIL (EX) EMPLOYEE RESTROOM III CLG. HT.= (EX) 8'-0" (DO PUBLIC RESTROOM CLG. IIT.= (EX) 8'-0" LENS PROCESS ROOM I 13 CLG. HT.= 9'-0" ADJACENT TENANT "LANE BRYANT' SUN FRAMES 2"1, EQ. EQ. CEQ. / MEN'S FRAMES EQ. E EQ. s2" WOMEN'S FRAMES 4'-0" RETAIL SALES AREA 101 CLG. HT.= (EX) 11'-0" PV -PW -04 PV -GR -23 FV -GR. -23 PV -PW -04A PV -GR -23 PV -PW -04A PV -PW -0 IA PV -PW -02 PV -PW -02 PV -PW - PV -PW -02 PV -PW -02 PV -PW -02 PV -PW -02 PV -PW -02 PV -PW -02 PV -PW -06 PV -PW -06 PV -FN -206 10'-0" nn A -3.I PV -FN -206 A-3.0 CC) s� I® N N • o ®- ® °- PV -FN -2058 4111 A-3.0 1 PV -FN -2053 V -GR -17 V -GH- 18 PV -FN -2058 PV -FN 2053 V-GfH-19 PV -FN -2058 N 2E -GH -10 OFFICE I10 CLG. HT.= (EX) I I'-0" -� FIXTURE PLAN 0 A-3.0 11 PV-FN-206 41 A" PV -FN -205 90H-UP30-A 901 -1 -5U30 -A 90H-UP30-A 80H -51130-A /////' //, / 1 90H-UP30-A 901-1-UP30-A BOH -DESK -A A-3.01 °V -FN -2058 2E --GH- I 0 EQI12 EQ 108 R EQII9 EQ IRI 8A R EQ109B I R M2E-GH- I 0 // 80H-UP30-A BOH-SU30-A 41. 411 A-3.0 1 9OH-UP30-A 801i-UP30-A PV -FN -2058 2E -GH- 10 i// /7/ /2// ////7 EQI12 BOH -DESK -A EQ 108 R EQI19 EQII8A R /,7//// // ///////ails / /////z// 44 A-3.0 1 EQIOOA R EQI01 EQI00B PV -FN -206 SFG-36 PV -FN -209 PV -FN -203 PV -GH- 16 EMPLOYEE AREA 109 CLG. HT.= (E() 11'-0" PUBLIC HALLWAY 108 CLG. HT.= 9'-0" OFFICE 107 CLG. HT.= 8'-0" CONTACT LENS CLOSET CLG. HT.= 8'-0" CONTACT LENS ROOM I 06 CLG. HT.= 8'-0" REFRACTION ROOM 105 CLG. HT.= 8'-0" ADJACENT TENANT "HAPPY COW' REFRACTION ROOM 104 CLG. HT.= 8'-0" PRE-TEST ROOM 103 CLG. HT.= 8'-0" FILE STORAGE CLOSET H 103 CLG. HT.= 8'-0" RECEPTION AREA CLG. HT.= (D) I I'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION PLAN NORTH GRAPHICS SChEDULE ITEM # DESCRIPTION REMARKS GRAPHICS OD AREA THE MILLWORK SUPPLIER SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERING OR ADDITIONAL CONNECTION DETAILS REQUIRED INCLUDING, BUT NOT LIMITED TO, ANY SEISMIC REQUIREMENTS. M2E-GR- I A . 36" X 53" MARKETING STOREFONT GRAPHIC SINGLE POWER TABLE M2E-GR I B 48" X 72" MARKETING STOREFONT GRAPHIC 1005 M2E-GR- I C 24" X 36" MARKETING STOREFONT GRAPHIC PRETEST ROOM PV -GR -1A 44" X 6 I" VINYL BORDER SUPPLIED BY SIGN VENDOR PV -GR- I B 56" X 80" VINYL BORDER SUPPLIED BY SIGN VENDOR PV -GR- I C 30" X 44" VINYL BORDER SUPPLIED BY SIGN VENDOR PV -GR -I3 STOREFRONT HOURS DECAL PLACEMENT PRETEST ROOM PV -GR -14 RETAIL WELCOME WALL VINYL SUPPLIED BY SIGN VENDOR PV -GR -I4.1 RETAIL WELCOME WALL VINYL SUPPLIED BY SIGN VENDOR PV -GR- 17 EYE CARE STORY VINYL SUPPLIED BY SIGN VENDOR PV -GR -20 DOCTOR OF OPTOMETRY WELCOME WALL VINYL SUPPLIED BY SIGN VENDOR PV -GR -22.A ROOM NAME DOOR GLASS VINYL SUPPLIED BY SIGN VENDOR PV -GR -23 WAYFINDING SEGMENTATION SMALL "FDT" FIELD TESTER HOLDERS PRETEST ROOM 106 PV -G11-4.1 CONTACT LENSES DISPLAY FRAME REFRACTION ROOM M2E-G11-10 POSTER GRAPHICS SNAP FRAME OWNER/ OWNER D3.G11- I 0 I' X 5' WHITE METAL HANGING GRID PATIENT CHAIR D3.G11-20 2' X 5' WHITE METAL HANGING GRID 109A PV -G11-15 LICENSE/CERTIFICATE FLOAT FRAME REFRACTION ROOM PV -GH -15.1 DR. PEARLE FLOAT FRAME OWNER/ OWNER PV -GH -16 MODULE A * B FRAMES "SPACESAVER" REFRACTION DESK EQUIP - PV -G11-18 EYE CARE STORY WALL FRAMES I II PV -GH- 19 DOCTOR'S NAME PLATE SIGN PRETEST ROOM PV -GH -2 I 'THE DOCTOR IS IN" BLADE SIGN .SUPPLIED BY SIGN VENDOR EQUIPMENT MARK DESCRIPTION SUPPLIED/ INSTALLED BY REMARKS OD AREA THE MILLWORK SUPPLIER SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERING OR ADDITIONAL CONNECTION DETAILS REQUIRED INCLUDING, BUT NOT LIMITED TO, ANY SEISMIC REQUIREMENTS. C. I OOA SINGLE POWER TABLE OWNER/ OWNER PRETEST ROOM 1005 DOUBLE POWER TABLE OWNER/ OWNER PRETEST ROOM I OOC TRIPLE POWER TABLE OWNER/ OWNER PRETEST ROOM 101 TONOMETER OWNER/ OWNER PRETEST ROOM 102 AUTO -REFRACTOMETER OWNER/ OWNER PRETEST ROOM 103 LENSMETER OWNER/ OWNER PRETEST ROOM 104 VISION TESTER OWNER/ OWNER PRETEST ROOM 105A LARGE FIELD TESTER OWNER/ OWNER PRETEST ROOM 1055 MEDIUM SIZED FIELD TESTER OWNER/ OWNER PRETEST ROOM 105C SMALL "FDT" FIELD TESTER OWNER/ OWNER PRETEST ROOM 106 TRIAL LENS SET OWNER/ OWNER REFRACTION ROOM 107 CHART PROJECTOR OWNER/ OWNER REFRACTION ROOM 108 PATIENT CHAIR OWNER/ OWNER REFRACTION ROOM 109A LANRGE REFRACTION STAND OWNER/ OWNER REFRACTION ROOM 1095 REFRACTION STAND OWNER/ OWNER REFRACTION ROOM I 1 O "SPACESAVER" REFRACTION DESK EQUIP - OWNER/ OWNER REFRACTION ROOM I II RETINAL CAMERA OWNER/ OWNER PRETEST ROOM 112 STOOL OWNER/ OWNER REFRACTION ROOM 113 ACP -8R OWNER/ OWNER REFRACTION ROOM 114A OPTOMAP SCANNER UNIT OWNER/ OWNER PRETEST ROOM 114B OPTOMAP STAND OWNER/ OWNER PRETEST ROOM 114C OPTOMAP MONITOR OWNER/ OWNER PRETEST ROOM 1 15 AUTO REFRACTOR/ KERATOMETER/ TONOMETER OWNER/ OWNER PRETEST ROOM 116 SLIT LAMP OWNER/ OWNER REFRACTION ROOM 117 VISION CHART .. OWNER/ OWNER REFRACTION ROOM 118A CHAIR MOVER- TOPCOM OWNER/ OWNER REFRACTION ROOM 1185 CHAIR MOVER- MARCO OWNER/ OWNER REFRACTION ROOM I I SC CHAIR MOVER- OTHER OWNER/ OWNER REFRACTION ROOM 119 LCD SCREEN OWNER/ OWNER REFRACTION ROOM IT EQUIPMENT CABINET OWNER/ OWNER REFRACTION ROOM SFG 30 JETER FILES OWNER/ OWNER OD FILE ROOM SFG 36 JETER FILES OWNER/ OWNER OD FILE ROOM RETAIL 2 I COMPUTER OWNER/ OWNER RETAIL SALES AREA 22 FRAME WARMER- HOT AIR (15 AMPS) OWNER/ OWNER RETAIL SALES AREA MILLWORK SCHEDULE MILLWORK SCHEDULE, CONTINUED MARK DESCRIPTION REMARKS MARK DESCRIPTION REMARKS RETAIL FURNITURE PV-PWO I 24" WIDE SHELF PV -FN -200 LOUNGE CHAIR PRIMARY WAITING AREA PV-PWO I A 24" WIDE SHELF- ACCESSORIES PV -FN -20 I LOVE SEAT PRIMARY WAITING AREA PV-PW02 48" WIDE SHELF PV -FN -202 BENCH PRIMARY WAITING AREA PV-PW03 48" WIDE SHELF WITH ANGLES PLEXI PANEL - KIDS PV -FN -203 OCCASIONAL TABLE- ROUND PRIMARY WAITING AREA PV-PW04 ARMOIRE PV -FN -204 OCCASIONAL TABLE- SQUARE PRIMARY WAITING AREA PV-PWO4A ARMOIRE WITH SLIDING DOORS PV -FN -205A CUSTOMER CHAIR THROUGHOUT STORE PV-PW05 3 WAY MIRROR PV -FN -205B CUSTOMER CHAIR SECONDARY WAITING AREA PV-PW06 FLAT MIRROR PV -FN -205C ASSOCIATE CHAIR RETAIL SALES AREA PV-LFO I BRAND SHOP FIXTURE PV -FN -206 ASSOCIATE STOOL THROUGHOUT STORE PV-LF02 WORKHORSE PV -FN -207 TABLE EMPLOYEE AREA PV-LF03 YOUTH FIXTURE PV -FN -205 DESK LAMP PV-LF04 ENTRY SCREEN FIXTURE PV -FN -205 FLOOR LAMP PV-LF04FS ENTRY SCREEN FIXTURE - FREESTANDING MISCELLANEOUS PV -FCO I CONSULTATION TABLE WITH POWER POLE, U.N.O. PV-PR23 ACCORDION MIRROR RETAIL SALES AREA PV -PCO2 DISPENSE - SMALL WITH POWER POLE, U.N.O. LENS PROCESS ROOM PV-FC03 DISPENSE - LARGE WITH POWER POLE, U.N.O. M020 2" OPEN BENCH PV-CWO I L COMBO CASHWRAP- LEFT HAND M02 I 2" OPEN BENCH W/ ONE SHELF PV-CWO I R COMBO CASHWRAP- RIGHT HAND M030 30" OPEN BENCH PV-CWO2L RETAIL CASHWRAP- LEFT HAND MO3 I 3' OPEN BENCH W/ ONE SHELF PV-CWO2R RETAIL CASHWRAP- RIGHT HAND M034 3' OPEN BENCH W/ ONE SHELF PV-CWO3 L OD CASHWRAP- LEFT HAND M036 3' OPEN BENCH W/ ONE CABINET AND LEG PV-CWO3 R OD CASHWRAP- RIGHT HAND M040 4' OPEN BENCH PV-BWO I BACKWRAP - SMALL MO4 I 4' OPEN BENCH W/ ONE SHELF PV -5W02 BACKWRAP LARGE M044 4' OPEN BENCH W/ TWO DRAWER UNITS OD AREA BOH -CLS CONTACT LENS STORAGE CABINET M045 4' OPEN BENCH W/ TWO DRAWER UNITS AND ONE. SHELF BOH -DDC 24" WIDE DOCTOR CABINET M060 6' OPEN BENCH BOH -DESK 72" WIDE DESK W/ KEYBOARD TRAY MO6 I 6' OPEN BENCH W/ ONE SHELF. BOH -ET 36" WIDE EQUIPMENT TABLE M064 6' OPEN BENCH W/ THREE DRAWER UNITS BOH -LSU 45" WIDE COUNTERTOP W/SINK UNIT IN LOUNGE M065 6' OPEN BENCH W/ THREE DRAWER UNITS AND ONE SHELF BOH -5U30 30" WIDE LOWER SINK UNIT BOH-UP24 24" WIDE UPPER CABINET BOH-UP30 30" WIDE UPPER CABINET TRUE NORTH PEARLE ig Te 1961 VISIONr A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTNCENTER SQUARE 17100 Southcenter Parkway Tukwila, WA 98 188 SPACE. # 128 Active Revision Number 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not be exceeded. evasions: Mark Date By Description 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface: 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... KEY NOTES MARK NOT A. G.C. SHALL REVIEW ALL MILLWORK AND CABINETRY SHOP DRAWINGS AND PROVIDE SOLID BLOCKING IN STUD WALLS AS REQUIRED FOR FINAL INSTALLATION OF MILLWORK. THE MILLWORK SUPPLIER/INSTALLATION CONTRACTOR SHALL BE RESPONSIBLE FOR ANY/ALL MILLWORK CONNECTIONS AND DETAILS REQUIRED FOR A COMPLETE AND SECURE INSTALLATION. B. THE MILLWORK SUPPLIER SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERING OR ADDITIONAL CONNECTION DETAILS REQUIRED INCLUDING, BUT NOT LIMITED TO, ANY SEISMIC REQUIREMENTS. C. SIGN CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL, INCLUSIVE OF LANDLORD APPROVAL, IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. D. G.C. TO ENSURE FIXTURES ARE PROTECTED DURING CONSTRUCTION. E EACH LENS PROCESS ROOM TABLE TO BE SUPPLIED WITH A CORRESPONDING TOP. BACKSPLASH SUPPLIED ONLY AT COUNTER WITH SINK. F. G.C. TO FURNISH AND INSTALL LOCKSET OPERATIONAL BY TENANT ONLY. G G.C. TO SIGN FOR PACKAGES WITH A NOTE: "SUBJECT TO CONCEALED DAMAGES" ON IT. H G.C. TO INSTALL LOCKERS IN EMPLOYEE AREA PER MANUFACTURER'S RECOMMENDATIONS. J. G.C. TO REFERENCE FIXTURE CONTRACTORS SHOP DRAWINGS FOR INSTALLATION INSTRUCTIONS FOR ALL FIXTURES, WALL CABINETS, BASE CABINETS AND COUNTERTOPS. G.C. TO COORDINATE WITH FIXTURE CONTRACTOR TO ENSURE PROPER FIT OF ALL COMPONENTS. G.C. SHALL REVIEW ALL MOUNTING INSTRUCTIONS AND PROVIDE ADEQUATE BRACING AND/OR CODE COMPLIANT BLOCKING, AS REQUIRED, IN WALLS TO SUPPORT ALL CABINETS, FIXTURES AND ACCESSORIES. K IN RELOCATIONS AND REMODELS SOME EXISTING OD EQUIPMENT AND TABLES TO BE RELOCATED AND RE -USED. VERIFY ITEMS WITH LUXOTTICA PROJECT MANAGER. E = EXISTING TO REMAIN R = EXISTING TO BE RELOCATED FUT = FUTURE KEY NOTES MARK DESCRIPTION 01 GRAPHICS, REFER TO RESPONSIBILITY SCHEDULE ON SHEET A-0. I AND GRAPHICS SCHEDULES THIS SHEET. REFER TO INTERIOR ELEVATIONS SHEET A-3.0 FOR MOUNTING DIMENSIONS AS APPLICABLE. O EXTERIOR SIGNAGE, REFER TO RESPONSIBILITY SCHEDULE ON SHEET A-0. I . REFER TO EXTERIOR ELEVATIONS SHEET A-2.0 FOR MOUNTING DIMENSIONS AS APPLICABLE. O CENTER MILLWORK/GRAPHICS ON LINE. 0 DOCTOR'S EQUIPMENT, REFER TO 'RESPONSIBILITY SCHEDULE ON SHEET A-0.1. O COAT RACK AT 48" FROM CENTERLINE OF HOOKS A.F.F., REFER TO RESPONSIBILITY SCHEDULE ON SHEET A-0. I , SEE # 13 IN "BACK OF HOUSE ACCESSORIES" ON A- I .2. O SHELVING ON STANDARDS, REFER TO I I/ A-4.1 OFIRE EXTINGUISHERS AS DIRECTED BY THE FIRE MARSHALL (SUGGESTED LOCATIONS ON PLAN). REFER TO A- I .2 FOR SPECIFICATION. O YOUTH FRAME FLOOR FIXTURE. OEXTEND F.R.P. DOWN LENGTH OF WALL TO 48" ABOVE COUNTERTOP FOR DYE TANKS IF APPLICABLE, SEE INTERIOR ELEVATIONS ON A-3.0.. 10 APPLY PAINTABLE SEALANT WHERE MILLWORK MEETS GYP. BD. I DASHED LINES INDICATE EGRESS PATH. 12 REFER TO I /A-4. I ENLARGED RESTROOM FLOOR PLAN FOR "BACK OF HOUSE ACCESSORIES" REQUIRED. REFER TO SHEET A- I .2 FOR "BACK OF HOUSE ACCESSORIES" AND SHEET A -O. I FOR RESPONSIBILITY SCHEDULE. 13 ACCORDION MIRROR, CENTER BETWEEN OPEN SHELVES. REFER TO INTERIOR ELEVATIONS. hitect/ sneer RCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com FRCN / Architecture, Inc., P.C. Seal JAMES DEN STATE OF MAR 18ZO1S ARCHITECTURAL SYMBOLS: REVISIONS ELEVATION NO. SHEET NO. DOOR. NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: ❑ NEW RELOCATION O REMODEL (OPEN) O REMODEL (CLOSED) ▪ CORPORATE O FRANCHISE LAB TYPE: ❑ FULL LAB ▪ FINISH LAB SITE TYPE: ❑ INDOOR LOCATION ▪ OUTDOOR LOCATION O NO LAB RECEIVED CITY OF TUKWILA MAS 2 9 2016 opP MIT CENTER Pearle Standard Version Number:, ECC I .0 Pearle Vision Project No. Architect's Project No. C6427 032580.000 Title FIXTURE PLAN 03.18.16 Drawn By • CBG Checked By : AS/RR Store Number 06427 Sheet (EX) EMPLOYEE RESTROOM (EX) PUBLIC RESTROOM CLG. HT.= (EX) 8'-O" CLG. HT. (EX) 8'-0" LENS PROCESS ROOM I 113 CLG. HT.= 9'-0" ADJACENT TENANT "LANE BRYANT'. I G'-0" TRACK 4'-0" I G'-0" TRACK 4'-0" I G'-0" TRACK '-0' RETAIL SALES AREA CLG. HT.= (EX) 11'-0" / O i9 G' -O" TRACK O d - //•//-i////:. -////iii.j/// // /'Y 7////2" z7/"/i/ /Z' /////// //W ./Z/1 // OFFICE EMPLOYEE AREA PUBLIC HALLWAY OFFICE 107 I CLG. HT.= 8'-0" CLG. HT.= (EX) 11'-0" CLG. HT.= (EX) 11'-0" CLG. HT.= 9'-0" DEFLECTED CEILING PLAN SCALE: 1/4" = l'-0" CONTACT LENS CLOSET r_. CONTACT LENS ROOM REFRACTION ROOM CLG. HT.= 8'-0" CLG. HT.= 8'-0" CLG. HT.= 8'-0" ADJACENT TENANT "HAPPY COW' - LIGHTING SPECIFICATIONS SYMBOL TYPE MANUFACTURER PART -NUMBER INPUT WATTS LAMPCEILING (QTY LAMP TYPE DESCRIPTION MOUNTING TYPE 6 Pws A A -EM MERCURY A = 54E340BIAX9WELBUNI A -EM = SAME WITH EMERGENCY 102 3 OSRAM FT4ODL/28W/830/SS/IS/E CO RECESSED 2X2 WITH 3" DEEP WHITE 9- CELL PARABOLIC LOUVER, (3) BIAX LAMPS AND ELECTRONIC BALLAST. RECESSED ACT L. A /'. ' - ' - ' 7 //:// //1/K) G.C. SHALL VERIFY THE VOLTAGE AND COMPATIBILITY OF ALL EQUIPMENT, FIXTURES AND MILLWORK PRIOR TO CONNECTION. - r - ' •• , •I'T r . / i:o. i •� , • �� - _' ,�AAWA AI, r%!%4 fAidr'� �'� .tel r9" ,#///17. it?Irni i'o .*4.•PO?cerAei. S A T. G.C. SHALL RE -LAMP ALL EXISTING FIXTURES AS REQUIRED PRIOR TO STORE OPENING BUT NOT DURING HEAVY CONSTRUCTION PERIOD. U. Bw BW LIGHTOLIER I I 0 I F264U/ 1101 CLW (white) 42 I OSRAM CF42DT/E/IN/38W/SS/83 0/ECO LYTECASTER 6" VERTICAL CFL DOWNLIGHT WITH 42W TT SUPER SAVER LAMP. PROVIDE ALL NECESSARY MOUNTING HARDWARE AND TRIM RINGS FOR DIFF. CEILING CONDITIONS. RECESSED SEE PLANS 4 OD D LIGHTOLIER 1102P1/1105 ALLOW 100 WATTS 1 OSRAM CFL 19/BR40/827/DIM/RP LINE VOLTAGE 6-3/4" APERTURE BLACK STEP BAFFLE DOWNLIGHT RECESSED '''/. ACT SEE PLANS W ir T8W fifi, i5,22/7)11," " of , or , 0 , ' C. 0 . ***:' ; ,T;r0ei. P'149:06,7 /7/*/./ff el • / 7 "' - 'A r . G G -EM TEXAS FLUORESCENT G = 54E340BIAX9WELBUNI G -EM = SAME WITH EMERGENCY 68 2 OSRAM FT4ODU28W/830/SS/IS/E CO RECESSED 2X2 WITH 3" DEEP WHITE 9- CELL PARABOLIC LOUVER, (2) BIAX LAMPS AND ELECTRONIC BALLAST. RECESSED ACT G TPW /rrri e , r, IP.: r. il, r - . A 0 s r: 44,1 4, - . ' tir TPCI LED 12E26P3OSNFL PAR3O FRONT LOADING GIMBAL RING TRACK HEAD. NEW STORES, TRACK ADAPTOR FOR INTENSE TRACK. OLDER STORES, REUSING TRACK, CONFIRM TRACK TYPE FOR CORRECT ADAPTOR. LAMP WITH LED LAMP. ler" 4 . '- 4•4114fro di": 'a • . r•:" d 1W INTENSE 7A, 70 I Air Ar reirfA WALLPRO CMH WALLWASHER TRACKHEAD IN WHITE FINISHES, 3000K COLOR. , l'f' - , %Ii 1 '�' .• . '•-•Gil T• ', ;,►• %, 4: ..,,,,, V r 40-Pr.*Jw reI 1 i ! - i r.,, ,. ro :* F'" 'A..044. et e e " 7,47 IA •; ' r• lOrirjrA 11� 17 7 ,/ X3 LIGHT ALARMS , „.. / , J•00.411, F. • " " fit r- - „ Ate -4-0 N/A / IF /v. ../1'1" 1,4 4 rir SURFACE 41,/ ,,, IP Cr '4 'i • ' • 7 , IR- , ' ii / 1 0 • * 0001, - CO 0 r r i 0 f / / '4 r el • r„,,,,,,fr, 07 DECORATIVE LIGHTING . ' ' / ,+:. , ..: -•- .•-.,.-': 13 I . ... � �' • ' 9 0, e ri -A „ . 9 7 0 ( • „4: griaWA LITE SOURCE (CAPITOL LIGHT) Ore/ ,PVP PVP PROGRESS LIGHTING MADISON MINI -PENDANT P5078-20 - I00 I QT QUAD LAMP - COMPACT FLUORESCENT, OSRAM CF26DD/E/830 MINI PENDANT HOLDER, WHITE FINISH. 5 1/4" W. CANOPY DIAMETER, 10' CORD LENGTH. ELECTRONIC 120V BALLAST. cULus LISTED. GLASS SHADE PURCHASED SEPARATELY. SUSPENDED ACT REFRACTION ROOM CLG. HT.= 8'-0" PRE-TEST ROOM CLG. HT.= 8'-0" FILE STORAGE CLOSET RECEPTION AREA CLG. HT.= 8'-0" CLG. HT.= (EX) 11'-0" (EX) I G' -G" A.F.F. (EX) 10'-I I " A.F.F. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 052016 City of Tukwila BUILDING DIVISION PLAN NORTH CD. TRUE NORTH CEILING TYPE MARK DESCRIPTION MANUFACTURER 2X4 LAY -IN CEILING, REFER TO A-1.2 FOR SPECIFICATIONS AC -3 LAMP (� LIGHT! NG SPECT MCATIONS (CONTI NUED) SYMBOL TYPE MANUFACTURER PART-NUMBERWATTS INPUT LAMP (� LAMP TYPE DESCRIPTION MOUNTING CEILING TYPE 6 Pws PWS PROGRESS LIGHTING MADISON P3161-20 100 I QT QUAD LAMP COMPACT FLUORESCENT, OSRAM CF26DD/E/830 MIN. MOUNTING HEIGHT 80" AFF TO BOTTOM OF FIXTURE SURFACE DRYWALL L. "- /'. ' - ' - ' 7 N G.C. SHALL VERIFY THE VOLTAGE AND COMPATIBILITY OF ALL EQUIPMENT, FIXTURES AND MILLWORK PRIOR TO CONNECTION. .1 41 ��' ifii► ::#4-iJ " - .. , , • = f i:o. r... DOWN LIGHTS SHALL BE CENTERED IN TILE UNLESS OTHERWISE NOTED. S VERIFY TRACK TYPE FOR TRACKHEADS TO GET CORRECT ADAPTOR TO ATTACH, TYP. T. G.C. SHALL RE -LAMP ALL EXISTING FIXTURES AS REQUIRED PRIOR TO STORE OPENING BUT NOT DURING HEAVY CONSTRUCTION PERIOD. U. fr A#Y7 / 4 T4W T4W Taw TSW INTENSE I S4W = 4ft TRACK 156W = 6ft TRACK 158W = 8ft TRACK N/A N/A N/A ONE CIRCUIT TRACK POWER SYSTEM IN WHITE FINISHES SURFACE SEE PLANS r6w T8W /79, I/ , oftf• " of , or , 0 , ' C. 0 . ' :74,4* -441P -14t. f 4401441: - 14, fj- 7 "' - 'A r . , II 19 ; 1 / jAb T6 TPW INTENSE ITL3 I W (WHITE) 12 I TPCI LED 12E26P3OSNFL PAR3O FRONT LOADING GIMBAL RING TRACK HEAD. NEW STORES, TRACK ADAPTOR FOR INTENSE TRACK. OLDER STORES, REUSING TRACK, CONFIRM TRACK TYPE FOR CORRECT ADAPTOR. LAMP WITH LED LAMP. TRACK N/A d 1W INTENSE IT1179 W 070 (WHITE) 70 I OSRAM SYLVANIA MC70T/U/G 1.22//830 WALLPRO CMH WALLWASHER TRACKHEAD IN WHITE FINISHES, 3000K COLOR. TRACK N/A / , 4/7-1417 r 40-Pr.*Jw reI , A a. :* F'" 'A..044. et e e " 7,47 IA •; ' r• A , 7 )X3 X3 LIGHT ALARMS QLXN500G-N 3 N/A N/A THERMOPLASTIC EXIT SIGN WITH GREEN LETTERS. WHITE FINISH. GREEN LED INCLUDED. SURFACE SEE PLANS r , r A 15 CO * 05 7 _ - A DECORATIVE LIGHTING PV -FN -208 LITE SOURCE (CAPITOL LIGHT) LS -21276 13 I OSRAM SYLVANIA LED I 4A19/DIM/0/827 DESK LAMP WITH DARK BRONZE FINISH- (I) PER CONSULTATION TABLE N/A N/A (i) PV -FN -209 LITE SOURCE (CAPITOL LIGHT) LS 8678D/ BRZ 60 I OSRAM SYLVANIA LED I 4A19/DIM/O/827 ADJUSTABLE FLOOR LAMP- (I) PER STORE. N/A N/A - GENERAL NOTES A THE SUSPENDED CEILING IS DESIGNED AS A RETURN AIR PLENUM FOR THE HVAC SYSTEM. B. THERE SHALL BE NO COMBUSTIBLE MATERIALS INSTALLED ABOVE THE CEILING, NO WOOD FRAMING OR BLOCKING, ALL ELECTRICAL TO BE RUN IN CONDUIT, ALL CABLING TO BE PLENUM RATED OR RUN IN CONDUIT. C. EMERGENCY (EM) LUMINAIRES SHALL BE CIRCUITED WITH AN "UNSWITCHED HOT" TO PROVIDE CONTINUOUS POWER TO BATTERY PACK EVEN WHEN LUMINAIRE IS OFF. D ALL NIGHT -LIGHT (NL) LUMINAIRES SHALL BE CIRCUITED AHEAD OF ANY SWITCHING. E. IT SHALL BE THE G.C.'S RESPONSIBILITY TO UNLOAD INVENTORY AND STORE LIGHTING PACKAGE. THE G.C. SHALL ALSO SHIP ANY EXCESS MATERIALS BACK TO THE ELECTRICAL PACKAGE DISTRIBUTOR. F. EXIT LIGHTS AT THE STOREFRONT SHALL BE CEILING MOUNTED AND CENTERED OVER OPENINGS. EXIT/EMERGENCY LIGHTS AT DOOR TO NON -SALES AREAS SHALL BE CEILING MOUNTED AND CENTERED ABOVE DOOR. IF PLAN LOCATIONS ARE NOT ACCEPTABLE, IMMEDIATELY CONTACT LUXOTTICA PROJECT MANAGER - FOR DIRECTION. G. WHERE DRYWALL CEILINGS ARE USED IN THE SALES AREA, G.C. SHALL ARRANGE - CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT LUXOTTICA PROJECT MANAGER FOR DIRECTION. H. LIGHTING CIRCUITS UP TO 100'-0" IN LENGTH SHALL UTILIZE # 12 CONDUCTORS MINIMUM. LIGHTING CIRCUITS FROM 101'-0" TO 150'-0" IN LENGTH SHALL UTILIZE #10 CONDUCTORS MINIMUM. LIGHTING CIRCUITS FROM 151'-0" TO 250'-0" IN LENGTH SHALL UTILIZE #8 CONDUCTORS MINIMUM. LIGHTING CIRCUITS ABOVE 25 I'-0" IN LENGTH SHALL UTILIZE #6 CONDUCTORS MINIMUM. OWATER LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. CIRCUITING SHALL BE THRU-WIRING WHEREVER POSSIBLE. MULTIPLE CONNECTIONS TO A SINGLE LIGHT FIXTURE FOR VOLTAGE DROP CONDITIONS OR AS A RESULT OF A FIELD CONDITION ARE ACCEPTABLE. LIGHTING FIXTURES SHALL BE MANUFACTURED TO ACCOMMODATE THRU-WIRING, ANY RELATED COSTS FOR MULTIPLE CONNECTIONS SHALL BE INCLUDED IN BID. K G.C.'S BID SHALL INCLUDE THE INSTALLATION OF ALL LUMINAIRES AND - ASSOCIATED LAMPS FURNISHED BY LUXOTTICA. G.C. IS RESPONSIBLE TO ENSURE THE ADJUSTABILITY OF ALL DIRECTIONAL FIXTURES AFTER INSTALLATION AND SHALL AIM THE FIXTURES PER DIRECTION FROM LUXOTTICA. LIGHT FIXTURE SPECIFICATIONS MAY VARY, IF. THIS IS THE CASE, G.C. SHALL CALL THE LIGHTING DISTRIBUTOR FOR EXACT SPECIFICATION OF LIGHTING FIXTURES. IF THE CEILING SYSTEMS ARE FIRE RATED, E.C. SHALL CLOSELY COORDINATE FIXTURE REQUIREMENTS WITH LUXOTTICA. L. EMERGENCY AND EXIT LUMINAIRES SHALL BE INSTALLED AND CIRCUITED PER LOCAL AND LATEST NATIONAL ELECTRICAL CODES. ALL EMERGENCY AND EXIT FIXTURES SHALL BE DUAL -VOLTAGE WITH 90 MINUTE MINIMUM BATTERY BACKUP (I 20/277 VOLT INPUT). INSTALL A CENTRAL BATTERY SYSTEM WHERE THE USE OF INDIVIDUAL BATTERY UNITS ARE PROHIBITED BY LOCAL CODES. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT LUXOTTICA PROJECT MANAGER FOR DIRECTION. M. G.C. SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. N G.C. SHALL VERIFY THE VOLTAGE AND COMPATIBILITY OF ALL EQUIPMENT, FIXTURES AND MILLWORK PRIOR TO CONNECTION. P. HANGING GRID: REFER TO FIXTURE PLAN A- I . I AND TO RESPONSIBILITY SCHEDULE ON A -O. I . ALL INSTALLED HOOKS SHALL FACE THE SAME DIRECTION FOR EASE OF REMOVING HANGING GRID. EACH 5'-0" SECTION NEEDS 6 POINTS OF CONNECTION TO SUPPORT ADEQUATELY. INSTALL METAL STRAPPING. (TYP. NEW/ RELO/ REMODEL. Q. CEILING GRID SHALL BE CENTERED IN ROOM UNLESS OTHERWISE NOTED. R. DOWN LIGHTS SHALL BE CENTERED IN TILE UNLESS OTHERWISE NOTED. S VERIFY TRACK TYPE FOR TRACKHEADS TO GET CORRECT ADAPTOR TO ATTACH, TYP. T. G.C. SHALL RE -LAMP ALL EXISTING FIXTURES AS REQUIRED PRIOR TO STORE OPENING BUT NOT DURING HEAVY CONSTRUCTION PERIOD. U. REFER TO EVOCO FOR AIMING GUIDELINES. FIDE PROTECTION SYSTEM NOTES FOR EXISTING FIRE SPRINKLER SYSTEM: G.C. SHALL REWORK AND MODIFY THE SYSTEM IF NECESSARY FOR THE NEW SPACE CONFIGURATION. MODIFICATIONS SHALL BE DESIGNED AND INSTALLED BY A QUALIFIED FIRE SPRINKLER CONTRACTOR, WHO SHALL PREPARE DESIGN/SHOP DRAWINGS OF THE SYSTEM AND SUBMIT SUCH DRAWINGS TO THE LANDLORD AND BUILDING AND FIRE DEPARTMENTS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. ALL WORK SHALL BE DONE IN ACCORDANCE WITH NFPA 13 AND NFPA 101, AND ANY OTHER STATE OR LOCAL CODES HAVING JURISDICTION. THE NEW SPACE SHALL HAVE A COMMON AUTOMATIC FIRE ALARM SYSTEM IN FULL CONFORMANCE WITH NFPA 72. THE ALARM SYSTEM CONTRACTOR SHALL SUBMIT A CERTIFICATION If I I ER STATING SUCH COMPLIANCE UPON PROJECT COMPLETION. DESIGN STANDARDS: HARD CEILING AREA AT STOREFRONT: WHITE CONCEALED HEADS; RELIABLE MODEL 'G-4'; TYCO 'RF- I I' CEILING TILE AT RETAIL, OD CORRIDOR, AND LENS PROCESS: RECESSED CHROME HEADS WITH WHITE TRIM RINGS; RELIABLE MODEL "G -F I ; TYCO 'TY -L' CEILING TILE AT LOUNGE, OFFICE, AND BACK OF HOUSE: CHROME HEADS WITH CHROME TRIM RINGS; RELIABLE MODEL "G"; TY -L' KEY NOTES MARK DESCRIPTION O GYP. BD. SOFFIT, HEIGHT A5 NOTED, PAINT P-20 O GYP. BD. HEADER, HEIGHT AS NOTED, PAINT P-20. - 0 SIGNAGE ABOVE, REFER TO EXTERIOR ELEVATIONS AND ELECTRICAL PLAN. 0 CEILING UNIT HEATER, REFER TO MECHANICAL DRAWINGS. O BOTTOM OF PENDANT LIGHT AT 7'-9" A.F.F. O BOTTOM OF WALL SCONCE SHADE AT 6'-8" A.F.F. O MILLWORK BELOW, REFER TO FIXTURE PLAN. OWATER HEATER ON SHELF ABOVE, REFER TO PLUMBING DRAWINGS AND DETAIL 9/ A-4. I . O EXISTING CANOPY TO REMAIN. REFER TO EXTERIOR ELEVATION. I 0 EXISTING ACCESS HATCH TO REMAIN. PREP FOR NEW FINISHES. I I EXISTING EXIT LIGHT TO REMAIN. REFER TO ELECTRICAL DRAWINGS. 12 RELOCATED EXIT LIGHT. REFER TO ELECTRICAL DRAWINGS. 13 EXISTING CEILING AND LIGHTING TO REMAIN. REFER TO ELECTRICAL DRAWINGS. 14 EXISTING CEILING TO REMAIN. G.C. TO REPLACE CEILING TILES FROM SALVAGED CEILING TILES AS REQUIRED FOR A LIKE -NEW CONDITION. 15 TIE IN SALVAGED GRID INTO EXISTING GRID AND USE SALVAGED CEILING TILES, AS MUCH AS POSSIBLE OR PROVIDE NEW AS REQUIRED TO CREATE THE NEW CEILING LAYOUT SHOWN. EMERGENCY LIGHTING SCHEDULE EMERGENCY/ NIGHT LIGHTING SHOWN BY HATCHING. FIXTURES SHALL HAVE EMERGENCY BATTERY BACK UP AND BE SERVED BY UNSWITCHED LEG OF LOCAL CIRCUIT TO PROVIDE CONTINUOUS ILLUMINATION PER NEC 700-12(A) AND LIFE SAFETY CODE. PEARLE EST° \ / ) 1961 A Subsidiary - of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date By A Description n n Architect/ Engineer FRC H DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com FRCH / Architecture, Inc., P.C. Seal 10520 ' EGI ARCH ED F STA JAMES TEDENNOFW S STAPLETON 18 2016 ARCHITECTURAL SYMBOLS: 0 REVISIONS ELEVATION NO. SHEET NO. SECTION NO. SHEET NO. PROJECT TYPE: ▪ CORPORATE ❑ FRANCHISE LAB TYPE: ❑ FULL LAB ▪ FINISH LAB SITE TYPE: ▪ INDOOR LOCATION ▪ OUTDOOR LOCATION DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. ❑ NEW o RELOCATION ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) El NO LAB RECEIVED. CITY OF TUKWILA t1AR 2 9 2Q16 PERMIT CENTER Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. C6427 032580.000 Title REFLECTED CEILING PLAN Date Drawn By - • Checked By • 03.18.16 CBG AS/RR Store Number C6427 Sheet A—I. IA Of (EX) EMPLOYEE RESTROOM III (EX) PUBLIC RESTROOM 112 LENS PROCESS ROOM CLG. HT.= (EX) 8'-0" CLG. HT.= (EX) 8'-0" 113 CLG. HT.= 9'-0" ADJACENT TENANT "LANE BRYANT" RETAIL SALES AREA IOI CLG. HT.= (DO I ILO" ///// ////,/G%/ -/7 VCT -20 VP -200 DWB-200 SIM. VP -200 DWB-200 -.{VCT-20 11 VB -20 VB -20 VP -200 DWB-200 VB -20 P-20 C-200 VB -20 P-20 C-200 DWB-200 ///.%/ ////////// ////-// //-////, OFFICE CLG. HT.= (D0111-0" FINISH PLAN EMPLOYEE AREA 109 CLG. HT.= (DO 11'-0" PUBLIC HALLWAY 108 CLG. HT.= 9'-0" OFFICE CONTACT LENS CLOSET CONTACT LENS ROOM 106 CLG. hT.= 8'-0" 107 CLG. HT.= 8'-0" CLG. HT.= 8'-0" REFRACTION ROOM REFRACTION ROOM PRE-TEST ROOM FILE STORAGE CLOSET RECEPTION AREA CLG. HT.= 8'-0" ADJACENT TENANT "HAPPY COW' CLG. HT.= 8'-0" CLG. HT.= 8'-0" 103A CLG. HT.= 8'-0" CLG. HT.= (D() 1 1'-0" PLAN NORTh SCALE: 1/4" = I '-0" CO C642.7AI CV a .s. TRUE NORTh REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION KEY NOTES MARK DESCRIPTION O START FLOOR FINISH HERE. O RECESSED WALK -OFF MAT SUPPLIED AND INSTALLED BY G.C. 0 TURN EVERY OTHER TILE 90° TO MAINTAIN CHECKERBOARD PATTERN. OCOORDINATE PAINT LINE LOCATIONS WITH MILLWORKER. REFER TO INTERIOR ELEVATIONS. O ALIGN FLOOR FINISH TRANSITION WITH CORNER. O CONTINUE FLOORING FROM ADJACENT SPACE OWAINSCOT, SEE SHEETS A-3.0 AND A-4.0. WAINSCOT STOPS AND STARTS @ BACKWRAP, IF APPLICABLE. O CLIP WAINSCOT AT 45° ANGLE AT DOOR FRAME. OEXISTING FINISHES TO REMAIN, G.C. TO PATCH AND REPAIR AS REQUIRED TO MAINTAIN CURRENT OR EXISTING CONDITION. I O G.C. TO CLEAN OR REPLACE EXISTING TILE AS REQUIRED TO MAINTAIN CURRENT OR EXISTING CONDITION. GENERAL NOTES A. REFERENCES TO "PROVIDE" AND "INSTALL" ARE IN THE COURSE OF A CONTRACTED PROJECT. B. VCT TILES SHALL BE INSTALLED SO THE LINEAR PATTERN INHERENT IN THE TILE RUNS THE SAME DIRECTION. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. C. NO MATERIAL SUBSTITUTIONS WILL BE PERMITTED UNLESS SUBMITTED TO PEARLE PROJECT MANAGER FOR REVIEW/APPROVAL. D. ALL MANUFACTURERS RECOMMENDED INSTALLATION AND MAINTENANCE PROCEDURES ARE TO BE FOLLOWED BY THE G.C. ON THIS PROJECT. E. TO AVOID COMPLICATIONS, THE G.C. IS RESPONSIBLE FOR CONTACTING THE REPRESENTATIVE LISTED AS SOON AS CONTRACT IS AWARDED TO COMMUNICATE DESIRED SCHEDULE DATES AND PROJECT INFORMATION. F. G.C. IS RESPONSIBLE FOR ANY AND ALL UP CHARGES ASSOCIATED WITH THE DELAY OF ORDERING SPECIFIED PRODUCTS. G. ANY QUESTIONS CONCERNING THESE SPECIFICATIONS SHALL BE DIRECTED TO THE LUXOTTICA PROJECT MANAGER FOR DOCUMENT CLARIFICATION. H. ADHESIVE PRIMER FOR CARPET TO BE PROVIDED BY CARPET MANUFACTURER. ADHESIVE MUST BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. J. ALL CARPET RUNS ONE DIRECTION THROUGHOUT STORE. K. USE 3/8" NAP FOR PAINT TO CREATE SMOOTH FINISH (LAMBS WOOL). INTERIOR MATERIALS EIRE RATINGS MATERIAL FLAME SPREAD SMOKE DENSITY PLASTIC LAMINATE 80 (BONDED) 95 (BONDED) CARPET 26 - 75 450 OR LESS VINYL TILE 0.45 450 OR LESS LAY -IN CEILING 25 I 0 FRP 150 245 - VINYL BASE 0.45 450 OR LESS .e. 11 fix ROOM FINISH SCHEDULE 1)ItadsksrUUt/yr) ROOM NUMBER ROOM NAME . FLOOR WALL BASE PLAN NORTH PLAN EAST PLAN SOUTH PLAN WEST CEILING REMARKS CARPET VINYL TILE WALK OFF MAT VINYL WOOD PAINT/ WALLCOVERING/ LAMIN./ OTHER PAINT/ WALLCOVERING/ LAMIN./ OTHER PAINT/ WALLCOVERING/ LAMIN./ OTHER PAINT/ WALLCOVERING/ LAMIN./ OTHER ACT GYP. BD. PAINT - .101 RETAIL SALES AREA VP -200 WM-2 DWB-200 P-20 P-20 P-20 / WAINSCOT P-20 AC -3 102 RECEPTION AREA C-200 DWB-200 P-20 P-20 P-20 / WAINSCOT P-20 /WAINSCOT AC -3 103 PRE -TEST -ROOM C-200 VB -20 P-20 P-20 P-200 P-20 AC -3 103A FILE STORAGE CLOSET C-200 VB -20 P-20 P-20 • P-20 P-20 AC -3 104 REFRACTION ROOM C-200 VB -20 P-20 P-20 P-200 P-20 AC -3 105 REFRACTION ROOM C-200 VB -20 P-20 P-20 P-200 P-20 AC -3 106 CONTACT LENS ROOM VP -200 DWB-200 P-20 P-200 P-20 P-20 AC -3 106A CONTACT LENS CLOSET VP -200 DWB-200 P-20 P-20 P-20 P-20 AC -3 107 OFFICE C-200 VB -20 P-20 P-20 P-20 P-20 AC -3 108 PUBLIC HALLWAY VP -200 DWB-200 P-20 P-20 P-20 - P-20 AC -3 109 EMPLOYEE AREA VCT -20 VB -20 P-20 P-20 P-20 P-20 EXISTG. I I0 OFFICE C-200 VB -20 P-20 P-20 P-20 P-20 EXISTG. III (EX) EMPLOYEE RESTROOM NO FINISHES IN SCOPE OF WORK 1 1 2 (EX) PUBLIC RESTROOM NO FINISHES IN SCOPE OF WORK - 113 LENS PROCESS ROOM VCT -20 VB -20 P-20 FRP-2 P-20 FRP-2 P-20 P-20 AC -3 SEE SHEET A-3. I FOR FRP PEARLE IZ ET o 1961 VISION A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17 100: Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date By A Description A A A A Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com FRCh / Architecture, Inc., P.C. Seal 10520 REGIIIII,•EO ARCM . T JAMES DENN STAPLETON STATE OF WAS MAR 18 2016 ARCHITECTURAL SYMBOLS: AREVISIONS ELEVATION NO. SHEET NO. SECTION NO. SHEET NO. DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: ▪ CORPORATE ❑ FRANCHISE LAB TYPE: ❑ FULL LAB O FINISH LAB SITE TYPE: ❑ INDOOR LOCATION ■ OUTDOOR LOCATIONPERMIT CENTER ❑ NEW ▪ RELOCATION ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) ❑ NO LAB RECEIVED CITY OF TUKWILA MAR 2 9 2016 Pearle Standard Version Number: ECC Pearle Vision Project No. Architect's Project No. . C6427 032580.000 Title FINISH PLAN Date Drawn By 03.18.16 CBG checked Dy AS/RR Store. Number C64 27 Sheet A -i i -b Of DOOR HARDWARE SCHEDULE MARK MANUFACTURER PHONE SERIES/SIZE MODEL NUMBER FINISH NOTES I SCHLAGE (800) 847- 1564 JUPITER "AL" AL I 05 (PASSAGE) 613 DARK BRONZE 36" GRAB BAR 2 SCHLAGE (800) 847- 1864 JUPITER "AL" AL40S (PRIVACY) 613 DARK BRONZE 42" GRAB BAR 3 SCHLAGE (800) 847-1864 JUPITER "AL" AL70PD (CLASSROOM) 6 13 DARK BRONZE PAPER TOWEL DISPENSER 4 INSTA-KEY (800) 3 16-5397 FURNISHED BY TENANT, INSTALLED BY G.C. (INCLUDING CORE) 5 ARM -A -DOR (859) 885-94 I I AUTOMATIC FIRE -RATED W/ ALARM A 1 01 -F02 US28 CLEAR ANODIZED FINISH USE FOR EXTERIOR LOCATIONS 6 DETEX (800) 729-3839 THRIFT LOCK RELATCHING EXIT CONTROL ECL -600 GRAY FINISH USE FOR INTERIOR LOCATIONS 7 IVES (877) 671-7011 3.5" x 15" (WITH 5" HANDLE PULL) 8200 PU51 PLATE - 8102-8 PULL PLATE US I OB DARK BRONZE 0 8 IVES (877) 671-701 I 8200 SERIES - 3.5" x 15" 8200 PUSH PLATE BOTH SIDES US I OB DARK BRONZE USE WITH HARDWARE # 14 9 IVES (877) 67 I -70 I I KICK PLATE 8" x 34" 613 DARK BRONZE USE ON RESTROOM DOORS 10 IVES (877) 67 I -70 I I DOOR VIEWER 698-P W/ TRIM WASHER @ 3/4" x .032 TH. 57 16 AGED BRONZE MOUNTED @ 60" A.F.F. II IVES (577) 671-70 I I WALL BUMPERS WS406CCV US I OB DARK BRONZE WSCHLUTER WW. SCHLUTER. CO. UK 12 IVES (877) 671-70 I I FLOOR STOP FS436 US I OB DARK BRONZE NONE 13 HAGER (3 14) 772-4400 FULL MORTISE (I 1/2 PAIR) - 4 1/2" x 4 1/2" 551 279 US I OB DARK BRONZE HINGE 14 BOMMER (877) 426 1039 DOUBLE-ACTING SPRING HINGE (3 PER DOOR) 3029-8 6 13 SATIN BRONZE, DARK OXIDIZED, - OIL -RUBBED USE WITH HARDWARE # 8 15 KNAPE VOGT (800) 253-1561 BY-PASS KIT BYP-60S 2D 5 USE BN 0355 DOOR GUIDE USE BN -O565 -US I OB OIL RUBBED BRONZE ONLY PULL IS BRONZE 16 KNAPE $ VOGT (800) 253-1561 POCKET DOOR FRAME ASSEMBLY KIT PKT- 125A SERIES ALUMINUM USE WITH HARDWARE # 17 17 EMTEK (800) 356-274 I POCKET DOOR MORTISE 2 105 PRIVACY LOCK OIL -RUBBED FINISH USE WITH HARDWARE # 16 18 KAWNEER (770) 449-5555 HOLT BOLT LOCK MS 1850-505 CLEAR ANODIZED FINISH NONE BACK -OF -HOUSE ACCESSORIES MARK ITEM MANUFACTURER MODEL NUMBER NOTES COLOR 18GRAB BAR " AMERAPRODUCTS/BRADLEY 500-608-6568 I I/2" DIAM. GRAB BAR MODEL NO. 812 - SEE A-4. I FOR MOUNTING HEIGHTS AND LOCATIONS SEE DETAILS 2 AND 8/ A-4. I FOR INSTALLATION O C $ A FLOORING . (937) 474-8499 36" GRAB BAR 800-60-6568 AMERAPRODUCTS/BRADLEY 800 608 6568 I 1 /2" DIAM. GRAB BAR MODEL NO. 812 - SEE A-4. I FOR MOUNTING HEIGHTS AND LOCATIONS SEE DETAILS 2 AND 8/ A 4. I FOR INSTALLATION 2 ADH -6 C A FLOORING 42" GRAB BAR 800-60-6568 AMERAPRODUCTS/BRADLEY 800-608-6568 11/2" DIAM. GRAB BAR MODEL NO. 512 - SEE A-4. I FOR MOUNTING HEIGHTS AND LOCATIONS SEE DETAILS 2 AND 8/ A-4.1 FOR INSTALLATION ® VINYL PLANK TILE VP 200 PAPER TOWEL DISPENSER 500-60-6568 AMERAPRODUCTS/BRADLEY 800-608-6568 MODEL NO. 259 - SEE "ACCESSORY MOUNTING HEIGHTS" FOR MOUNTING HEIGHTS AND LOCATIONS SEE DETAILS 2/ A-4.1 FOR INSTALLATION 0 ADHESIVE PER MANUFACTURER'S SPECIFICATIONS, BY G.C. VINYL COMPOSITION TILE MIRROR 500-60-6565 AMERAPRODUCTS/BRADLEY 800 608 6568 CHANNEL FRAME MIRROR NO. 781- PROVIDE 18" x 36" - SEE A-4. I FOR MOUNTING HEIGHTS AND LOCATIONS SEE DETAIL 2/ A-4. I FOR MOUNTING HEIGHT © NONE I 2" x 12" TOILET PAPER HOLDER AMERAPRODUCTS/BRADLEY 800-608-6568 MODEL NO. 505- SEE A-4. I FOR MOUNTING HEIGHTS AND LOCATIONS SEE DETAIL 2/ A-4. I FOR MOUNTING HEIGHT O BROWN NONE SOAP DISPENSER STAPLES (800) 333-3330 GOJO TFX TOUCH -FREE HAND SOAP DISPENSER # 675289 GREY PLASTIC MODEL 2740- 12 (3) C BATTERIES, ANTI BACTERIAL SOAP 0 MOSA TILES 3OTHIRTY "BRIGHT WHITE GLOSS" 30510 BABY CHANGER 12" x 12", MALL LOCATIONS TRANSITION STRIP (CARPET TO VINYL) ADD AS REQUIRED BY CODE 8 (800) 678-232 I SHELVES, BRACKETS WALL STANDARDS KNAPE $ VOGT (OR EQUAL) SEE I I/ A -4.I SEE SHEET A-3.0 FOR SIZE AND PLACEMENT TRANSITION STRIP (PORCELAIN TO VINYL) TS -9 JOHNSONITE DRINKING FOUNTAIN ELKAY EZTLBC SEE DETAIL 6/ A-4. I ( 10) TRANSITION STRIP (CARPET TO CERAMIC) TS- I 0 COAT HOOK GRAINGER (800) GRAINGER I OG 182 POLISHED CHROME MODEL # 0 I -9402 RESTROOM, INCLUDES MOUNTING HARDWARE. MOUNT AT 44" A.F.F. 0 WSCHLUTER WW. SCHLUTER. CO. UK TRANSITION STRIP (VINYL TO VCT) TRASH CAN STAPLES (800) 333-3330 SIMPLE HUMAN STAINLESS STEEL 16 GALLON BULLET OPEN CAN # CW 1405-5-5 RESTROOMS AND BREAK AREA ® NONE ® WALL -MOUNTED PEGS STAPLES (800) 333-3330 SAFCO SATIN ALUMINUM SIX NAIL HEAD WALL COAT RACK # 5030 12, SAF4202 EMPLOYEE AREA AND LAB, REFERENCE PLANS PAPER TOWEL HOLDER www.thecontainerstore.com STREAM WALL -MOUNT PAPER TOWEL HOLDER BY UMBRA, # 100 15243 EMPLOYEE AREA, REFERENCE PLANS 111131 (30 I) 837- 1256 SUSAN SPRAGUE DESIGNER LINKS MOP/BROOM HOLDER STAPLES (800) 333-3330 EX -CELL MOP AND BROOM HOLDER, # EXC3336WHT2 REFERENCE PLANS ® DWB-200 C6427 A 12.dwg FINISH SCHEDULE A. MARK MANUFACTURER PHONE # MODEL/STYLE COLOR ALTERNATE REMARKS FLOORING CARPET C-200 C $ A FLOORING . (937) 474-8499 LUMEN 04057 "EARTH'S SHADOW' 36505 NONE G.C. MUST USE A TANDUS LICENSED AND APPROVED INSTALLER.0 CARPET PRIMER ADH -6 C A FLOORING (937) 474-8499 PREMIUM MULTI-PURPOSE ADHESIVE 1000 — NONE USE WITH 'C-200' AT RETAIL SALES AREA $ OFFICES AS INDICATED ON ARCHITECTURAL DWGS VINYL PLANK TILE VP 200 ARMSTRONG FLOORING (800) 356-9301 NATURAL CREATIONS "ARBOR ART TP054 "BARNSIDE ASHEN" NONE ADHESIVE PER MANUFACTURER'S SPECIFICATIONS, BY G.C. VINYL COMPOSITION TILE VCT -20 ARMSTRONG FLOORING (800) 356-9301 STANDARD EXCELON IMPERIAL TEXTURE "FORTRESS WHITE" 5 1539 NONE I 2" x 12" PORCELAIN TILE PT -200 DESIGNER TILE $ STONE (732) 225-1877 WARWICK TILE BROWN NONE 18" x 18", USED FOR LANDLORD DESIGN ZONES, AS REQUIRED PORCELAIN TILE PT 201 LOUISVILLE TILE (5 I 3) 703-5801 MOSA TILES 3OTHIRTY "BRIGHT WHITE GLOSS" 30510 NONE 12" x 12", MALL LOCATIONS TRANSITION STRIP (CARPET TO VINYL) TS -4 JOHNSONITE (800) 678-232 I CTA -XX -A "FAWN" #50 NONE 0 TRANSITION STRIP (PORCELAIN TO VINYL) TS -9 JOHNSONITE (800) 678-232 I CTA -XX -K "FAWN" #50 NONE TRANSITION STRIP (CARPET TO CERAMIC) TS- I 0 SCHLUTER (800) 472-4588 ANI OMM HIGH, LUMI ALUMINUUM(A) WSCHLUTER WW. SCHLUTER. CO. UK TRANSITION STRIP (VINYL TO VCT) TS -20 JOHNSONITE (800) 678-2321 CTA -XX -N "FAWN" #50 NONE WALK OFF MAT WM I (800) 786 4367 PROVIDED BY CINTAS THROUGH LUXOTTICA NATIONAL CONTRACT. CONTACT 800-786-4367 FOR INFORMATION WM-2 MATWORKS (30 I) 837- 1256 SUSAN SPRAGUE DESIGNER LINKS BLACK NONE RECESSED WALK -OFF MAT WALL BASE DIMENSIONAL WALL BASE DWB-200 CDC DISTRIBUTORS (513)771-3100 JOHNSONITE "MANDALAY' MW -XX -H "FAWN" #80 NONE RETAIL AREA WALLS, CONTACT LENS ROOM AND STORAGE. DO NOT USE ON MILLWORK. SEE FLOOR FINISH SCHEDULE WALL BASE VB 20 CDC DISTRIBUTORS (5 13) 77 13 100 HNITE WALL BASE 4" JVINYL IGH X . OS HIGH X . "FAWN" #80 NONE BACK OF HOUSE/ O.D. ROOMS ONLY PAINT, STAIN AND VARNISH PAINT (EGGSHELL @WALLS, FLAT AT CEILING) P-20 SHERMAN WILLIAMS (800) 382-6567 SW6385 "DOVER WHITE" NONE USE AT WALLS, BULKHEADS AND CEILINGS PAINT (EGGSHELL) YELLOW P-200 SHERMAN WILLIAMS (800) 382-6567 SW6658 "SOLARIA" NONE USE AT ACCENT WALLS IN PRETEST, REFRACTION AND CONTACT LENS ROOMS PAINT (SEMI -GLOSS) GREY P-20 I SHERMAN WILLIAMS (800) 382-6567 SW703 I "MEGA GREIGE" NONE USE AT DOOR FRAMES PAINT (EGGSHELL) TAUPE P-202 SHERMAN WILLIAMS (800) 382-6567 SW6102 "PORTABELLO" NONE USE AT WAINSCOT PAINT (SEMI -GLOSS) GREEN P-203 SHERMAN WILLIAMS (800) 382-6567 SW6720 "PARADISE" NONE USE AT EXAM DOOR (SEE DOOR SCHEDULE) PAINT (STOREFRONT) P -2O4 SHERMAN WILLIAMS (800) 382-6567 SW7006 (ALL SURFACE ENAMEL - OIL BASE) "EXTRA WHITE" NONE USE AT STOREFRONT WOOD PORTALS PAINT (STOREFRONT) LIGHT GREY P-205 MATTHEWS PAINT (800) 323-6593 MP8036 "GRAY BUNNY" NONE USE AT STOREFRONT E.I.F.S., DURABLE EXTERIOR PAINT SUITABLE FOR E.I.F.S. IS REQUIRED WOOD STAIN WS- I SHERMAN WILLIAMS (800) 382-6567 STAIN TO MATCH PL- I NONE USE ON WOOD DOORS VARNISH FOR WOOD V-1 SHERWIN WILLIAMS (800) 382-6567 PORTER PAINTS (800) 446-5476 USE 2 COATS ON WOOD DOORS, FIRST COAT CLEAR VARNISH, SECOND COAT SATIN POLY VARNISH, SEE GEN. NOTE PLASTIC LAMINATE PLASTIC LAMINATE PL- I FORMICA (440) 668-7030 748 I -55 "NATURAL BIRCH" MILLWORK PLASTIC LAMINATE PL -2 FORMICA (440) 668-7030 5884-55 "CHESTNUT WOODLINE" MILLWORK PLASTIC LAMINATE PL -3 WILSONART (800) 433-3222 7946-35 "BRAZILWOOD" MILLWORK PLASTIC LAMINATE PL -4 FORMICA (440) 668-7030 6920-58 "MINERAL SPA" MILLWORK PLASTIC LAMINATE PL -5 FORMICA (440) 668-7030 690 I "VIBRANT GREEN" MILLWORK PLASTIC LAMINATE PL -I0 WILSONART (800) 433-3222 1 570 WHITE MILLWORK, USE IN EMPLOYEE AREA $ OD ROOMS MISCELLANEOUS VINYL WALLCOVERING WC -200 CUSTOM CSTM 090613-03 WG 8943588 WIDTH: 54", UNIT MEASURE: LINEAR YARD GYP. BD. LATEX PRIMER/SEALER ICI/DULUX PAINTS (502) 969-0181 1020- 1200PVA NONE ONE (I) COAT REQUIRED METAL LATEX PRIMER/SEALER ICI/DULUX PAINTS (502) 969-0181 DEVGUARD # 4 120 NONE ONE (I) COAT REQUIRED WOOD LATEX PRIMER/SEALER ICI/DULUX PAINTS (502) 969-0181 WOOD UNDERCOATER 1020 1200 ONE (I) COAT REQUIRED FIBERGLASS REINFORCED PANELS FRP-2 CRANE COMPOSITES (800) 435-0080 GLASBOARD WALL PANELS (41-0" x8 0 x 1/8) 48"x96" NONE NONE ACCESSORIES: COLOR MATCHING INSIDE OUTSIDE CORNERS, DIVIDERS AND TOP CAP LAY -IN CEILINGS AC -3 ARMSTRONG (800) 442-4212 DUNE SECOND LOOK #271 2A 21X4'X3/4" ANGLED TEGULAR WHITE NONE 2' x 4' SCORED TO LOOK LIKE 2' x 2' LAY -IN GRID. O AC -4 ARMSTRONG (800) 442-4212 DUNE SECOND LOOK #I774 2'X2'X 15/16" ANGLED TEGULAR WHITE NONE O MINI BLINDS LOUISVILLE BLINDS (866) 245 8680 WOODGRAIN "MAPLE" FAUX WOOD NONE USE AT DOOR SIDELIGHTS, 2" TRENDS, 14" x 82", SUPPLIER: BLINDS DIRECT GLAZING: DOOR SIDELIGHTS AND VISION PANELS PPG INDUSTRIES (4 1 2) 434-2329 DOORS: SOLID CORE WOOD DOORS BREUWER WOODWORK MFG. CO. (5 13) 353-3505 DOOR TYPE "P" AND "Q" ONLY. SEALANT DOW CORNING CORPORATION (989) 496-7881 SILICONE. MILDEW -RESISTANT 786 WHITE APPLIED ALONG ALL JOINTS IN AND AROUND SINKS, F.R.P. JOINTS, VINYL BASE ALONG THE FLOOR OF THE LENS PROCESS ROOM MOP SINK. GLAZING FILM GF- I WINDOW FILM (TRANSLUCENT) 3M (888) 3M HELPS - FROSTED CRYSTAL 7725SE-324 NONE USE WHEN SITE CONDITIONS REQUIRE GF -2 WINDOW FILM (OPAQUE) 3M (888) 3M HELPS BLOCKOUT FILM 3635-22B BLACK MATTE 3M BLOCKOUT FILM WHITE MATTE 3635-205 USE WHEN SITE CONDITIONS REQUIRE REVIEWED FOR GF 3 WINDOW FILM (LOW EMISSIVITY) 3M (888) 3M HELPS PRESTIGE SERIES PR70 CLEAR NONE - USE WHEN SITE CONDITIONS REQUIRE COOL ���� APPROVED 4 GF -4 WINDOW FILM (SHATTER -PROOF) CPFILMS (800) 255-8627 LLULMAR MAGNUM SCL SR PS8 CLEAR LLULMAR MAGNUM SCL SR P58 CLEAR NONE USE WHEN SITE CONDITIONS REQUIRE MAY 0 5 2015 FIRE EXTINGUISHERS KIDDE/GRANGER PARTS OF AMERICA (800) 323-0620 PRO LINE # PRO2-STCM, BRACKET 4T307 LARSEN'S (800) 633-6668 (MP SERIES, MP5, W./5-2 WALL BRACKET) MULTI-PURPOSE DRY CHEMICAL TYPE: U.L. RATED 2A #,° I OBLity of Tukwila BUILDING DIVISION EXTERIOR FINISHES ALUMINUM CHANNELS A -I AMERICAN PRODUCTS, INC. (81 3) 925-0144 SATIN ANODIZED ALUMINUM FINISH OR EQUAL, SUBMIT SAMPLES TO LUXOTTICA P.M. FOR APPROVAL NEW STORES; TOP AND BOTTOM GLASS CHANNELS. REMODELS; A5 REQUIRED FOR BREAK METAL GRILLE: SLIDING OR OVERHEAD ROLLING DOORS PACIFIC PRODUCTS ALUMATEC (801) 298-0181 SLIDING - LYS ROLLING - LYR STRAIGHT PATTERN / ALUMINUM ALUMATEK 2" O.C. ROD SPACING, PROVIDE ELEC. OPENER FOR WIDTHS GREATER THAN 12'-0" GENERAL NOTES A. ONLY FINISHES ON THIS SCHEDULE APPLY TO THIS JOB. B. TANDUS REQUIRES A CERTIFIED INSTALLER C. FOLLOW ALL MANUFACTURERS INSTALLATION AND MAINTENANCE INSTRUCTIONS. D. VARNISH NOTE: DYNABRADE W/ 150 GRIT, HAND SAND W/ 120 GRIT, CLEAN SURFACE OF ANY DUST, APPLY STAIN AND LET REST, WIPE CLEAN USING MULTIPLE STROKES, ALLOW STAIN TO DRY COMPLETELY KEY NOTES MARK DESCRIPTION O AC -3 / AC -4 FLAME SPREAD 'A' 25 OR LESS, SMOKE DEVELOP: I 0 OR LESS OTRANSITION STRIP FLAME SPREAD: ASTME-54 75 OR LESS, CLASS B. SMOKE DEVELOP:NA, FUEL CONTRIBUTED: N/A 0 CARPET TILES WITH POWERBOND BACKING, C -36E PRIMER, SPREAD RATE 1200-1600 5F/4 GALLON PAIL, #54 SEAM WELD, SPREAD RATE 500 LINEAR FT/ QUART, #77 SEAM CLEANER SPREAD RATE 1600 LINEAR FT./QUART 0 FLAME SPREAD: 75 OR LESS, RADIANCE: 0.45 WATTS PER SQ. CM., SMOKE DEVELOP: 450 OR LESS, FUEL CONTRIBUTED: N/A. FOLLOW ALL MFG'S INSTRUCTIONS AND MAINTENANCE INSTRUCTIONS I-REIG1T NOTES 1. ITEMS PROVIDED BY TENANT: THE G.C. SHALL BE RESPONSIBLE FOR RECEIPT, COORDINATION AND SUBSEQUENT PROTECTION OF ALL ITEMS WHICH ARE TO BE FURNISHED BY TENANT AND ARE TO BE INSTALLED BY G.C. ITEMS PROVIDED BY TENANT WILL BE INDICATED ON THE RESPONSIBILITY SCHEULE SHEET AND THE MECHANICAL AND ELECTRICAL SCHEDULE SHEET. ALL TENANT MATERIAL ARRIVING AT THE PROJECT SITE AT ANYTIME DURING THE SCHEDULED CONSTRUCTION PERIOD SHALL BE ACCEPTED BY THE G.C. FAILURE TO DO 50 SHALL RESULT IN BACKCHARGE OF STORAGE AND ADDITIONAL DELIVERY COST TO THE G.C. 2. PROCEDURES FOR RECEIVING FREIGHT AND FILING FREIGHT CLAIMS: STEP 1: UPON DELIVERY OF FREIGHT, G.C. SHALL PULL ALL PACKING SLIPS AND VERIFY THAT THE NUMBER OF CARTONS RECEIVED MATCHES THE NUMBER OF CARTONS SHIPPED, PER FREIGHT BILL. A. IF THE QUANTITIES MATCH, G.C. SHALL NOTE ANY VISIBLE DAMAGE, OR SUSPECTED HIDDEN DAMAGE TO CARTONS OR PACKAGING BILL. TRUCK DRIVER SHALL CO-SIGN NOTATIONS AND DESIGNATE LOCAL PHONE NUMBER FOR DELIVERING TERMINAL AND NAME OF CONTACT FOR FILING A FREIGHT CLAIM. B. IF THERE IS A SHORTAGE ON THE DELIVERY, TRUCK DRIVER SHALL CO-SIGN NOTED SHORTAGES ON THE FREIGHT BILL AND DESIGNATE LOCAL PHONE NUMBER FOR THE DELIVERING TERMINAL AND NAME OF CONTACT AT TERMINAL. STEP 2: UPON DETERMINING MISSING OR DAMAGED ITEMS, CONTACT SOURCE AND RELAY THE FOLLOWING: FREIGHT BILL NUMBER, LIST OF DAMAGED OR SHORTED ITEMS, FREIGHT LINE PHONE NUMBER AND CONTACT TO THE THE TEMPORARY WAREHOUSE AND THE TENANT'S PROJECT MANAGER. STEP 3: A. KEEP ALL DAMAGED ITEMS IN THEIR ORIGINAL PACKAGING. MOST FREIGHT LINES WILL EITHER REQUIRE INSPECTION OF DAMAGED ITEMS AND / OR WILL PICK UP DAMAGED ITEMS FOR SALVAGE. G.C. SHALL COORDINATE ALL SUCH INSPECTIONS AND / OR SALVAGE PICK-UP. B. RETURN NOTED FREIGHT BILLS TO APPROPRIATE SOURCE. THESE DOCUMENTS ARE ESSENTIAL TO THE CLAIMS PROCESS. 3. MISCELLANEOUS: NOTE: HIDDEN DAMAGE IS DIFFICULT TO PROVE REGARDING FREIGHT CLAIMS. A. THEREFORE, IF A SHIPMENT IS DELIVERED INTACT AND WITH NO VISIBLE DAMAGE, CARTONS OR PACKAGING SHOULD BE OPENED (AT LEAST PARTIALLY) AND CONTENTS INSPECTED THOROUGHLY. FAILURE TO INSPECT FREIGHT AT DELIVERY CONSTITUTES NEGLIGENCE AND ASSUMPTION OF LIABILITY FOR DAMAGED FREIGHT BY G.C. A. B. SHOULD G.C. OPT TO INSPECT FREIGHT AFTER DELIVERY AND HIDDEN DAMAGE IS DISCOVERED. G.C. SHALL CONTACT LOCAL FREIGHT TERMINAL AND REQUEST INSPECTION OF DAMAGED SHIPMENT. THIS REQUEST MUST BE MADE IN A TIMELY MANNER. FREIGHT LINES USUALLY. HONOR A CLAIM OF THIS NATURE IF IT IS MADE WITHIN I 0 TO 15 DAYS OF DELIVERY DATE. 'D l(0 -00b PEARLE ZEIT° 1961 VISION' A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040. Store # C6427 SOUTIICENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Rnevisions: Mark Date By Description n Architect/ Engineer - FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com FRCH / Architecture, Inc., P.C. Seal MAR 182016 ARCM ITECTURAL SYMBOLS: REVISIONS ELEVATION NO. SHEET NO. SECTION NO. I 5HEET NO. DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: ❑ NEW • RELOCATION ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) ▪ CORPORATE ❑ FRANCHISE LAB TYPE: O FULL LAB ▪ FINISH LAB SITE TYPE: ❑ INDOOR LOCATION ▪ OUTDOOR LOCATION PERMIT CENTER ▪ NO LAD RECtIVED CITY OF TUKWILA t4M 2.9 2015 Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. C6427 032580.000 Title SPECIFICATIONS Date . 03.18.16 Drawn By • CBG Checked By. : AS/RR Store Number CG427 Sheet A- 1 . 2 Of STOREFRONT ELEVATION / SCALE: 1/2" = I'-0" C6427 A20.dwg 012 LUXOTTIGA RETAIL M. S To PV -PC -2-24 r., EQ. 1962 .• • N. W_ •..• PV -G2- I C M2E-TR- I C LU' N a? 0 m PV -GR- I C M2E-TR I C • r:•" C (V / w EQ EQ. —PV -BL -CUSTOM /1 EQ. EQ.1 ;i PV -GR- 13 EQ. EQ. EXISTING E.IF.S. TO REMAIN. G.C. TO PATCH/REPAIR AS REQUIRED TO MAINTAIN CURRENT OR EXISTING CONDITION PV -PC -2-24 FACE LIT STACKED PAN CHANNEL LETTERS NO CARRIER: REFER TO SEPARATE SIGNAGE DRAWINGS t PERMIT. EXISTING STEEL CANOPY TO REMAIN PV- Gj . I C M2E-6R I C m w EXISTING STOREFRONT LIGHT SCONCE, LANDLORD PROVIDED AND MAINTAINED EXISTING BRICK FACADE, G.C. PATCH/REPAIR AS REQUIRED TO MAINTAIN CURRENT OR EXISTING CONDITION LEASE LINE I GREEN VINYL PROVIDED AND INSTALLED BY SIGN VENDOR CENTERED IN WINDOW ON THE INSIDE, TYP. MARKETING BANNER PROVIDED BY TENANT CENTERED IN WINDOW ON THE INSIDE, TYP. PV -BL -CUSTOM BLADE IDENTIFICATION SIGN. PROVIDED AND INSTALLED BY LANDLORD EXISTING STOREFRONT SYSTEM TO REMAIN, G.C. TO REPAIR OR REPLACE AS REQUIRED TO MAINTAIN CURRENT OR EXISTING CONDITION I LEASE LINE L Ivo REVIEWED FOR CODE COMPLIANCE APPROVED MAY 052016 City of Tukwila BUILDING DIVISION GENERAL NOTES A. ALL STOREFRONT SIGNAGE TO BE SUBMITTED UNDER SEPARATE PERMIT. 13 FOR EXISTING STOREFRONT CONSTRUCTION TO REMAIN, G.C. TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION. C SIGN SHOP DRAWING SHALL BE SUBMITTED SEPARATELY FOR LANDLORD REVIEW AND APPROVAL PRIOR TO FABRICATION. D GENERAL CONTRACTOR TO REFER TO GRAPHICS STANDARD MANUAL IN EVOCO FOR GRAPHIC MOUNTING HEIGHTS. PEARLE EST° 1961 VISION" A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 1 88 SPACE # 128 Active Revision Number Revisions: Mark Date By Description Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com FRCh / Architecture, Inc., P.C. Seal 10520 JAMES DEN STATE OF WASHIN MAR 18 2016 ARCHITECTURAL SYMBOLS: AREVISIONS ELEVATION NO. SHEET NO. 0 SECTION NO.' SHEET NO. DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: ❑ NEW ▪ RELOCATION ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) o CORPORATE El FRANCHISE LAB TYPE: ❑ FULL LAB ▪ FINISH LAB SITE TYPE: ❑ NO LAB RECEIVED CITY OF TUKWILA ❑ INDOOR LOCATION ma 2 9 2016 O OUTDOOR LOCATION PERMIT CENTER Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. C6427 032580.000 Title STOREFRONT ELEVATION Date Drawn By Checked By • AS/RR 03.18.16 CBG Store Number .C64 2 7 Sheet A-2.0 ANGLED WALL. (P-20) 5'-G" 7'-G" DOOR SIGN PROVIDED AND INSTALLED BY TENANT, TYPICAL BOTTOM OF FIXTURE SHADE @ G'-8" A.F.F., TYPICAL EQ. 2'-3" EQ. C9 CD PV -4 14 Wattleign1 TOY 3 REMIDOMIOOD PV -GH -2 I V -GH -19 V -GR -20. I PV -GR- 17 Irk locraxowai Ern PV -GI -I- 15 PV -GH -15 PV -G11-15 PV -GI -I-15 PV -BW -02 WAINSCOT P202, REFER TO DETAIL 24/ A-4.0 PAINT P202, BEHIND MILLWORK TO 3'-G" A.F.F. CI \ 101 RETAIL SALES AREA / 102 RECEPTION AREA SCALE: I/4'= I'-0" SCALE: 1 /4" I '-0" LEDGE PROVIDED BY OWNER, INSTALLED BY G.C. AT 8-0" A.F.F., ALIGN OUTSIDE EDGES WITH EDGE OF MILLWORK BELOW. WAINSCOT P202, REFER TO DETAIL 24/ A-4.0 WAINSCOT P202, REFER TO DETAIL 24/ A-4.0 WAINSCOT P202, REFER TO DETAIL 24/ A-4.0 P-20 EQ. EQ./ EQ./EQ.y P-20 )-- P-20 ( P-20 )- PV -GR -23 PV -PW -OG PV -GR -23 PV-PW-OG Ween PV -GR -23 O N WB -20 PV -PW -0 I A PV -PW -O4 101 RETAIL SALES AREA SCALE: 1/4" = l'-0" PV -PW -02 PV -PW -02 PV -PW -0 1 PV -PW -02 PV-PW-O4A PV -PW -02 PV -PW -02 PV -PW -02 PV-PW-O4A PV -PW -02 PV -PW -02 WB -20 \ (WB -20( ( P-20 PV -GR -I C M2EGR-I C SEE EXTERIOR ELEVATIONS (A-2.0) FOR GRAPHIC PLACEMENT, TYPICAL I , =/ B. THE MILLWORK SUPPLIER SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERING OR ADDITIONAL CONNECTION DETAILS REQUIRED INCLUDING, BUT NOT LIMITED TO, ANY SEISMIC REQUIREMENTS. \ / \ / J ❑� ,. • NI ❑ `J, X ❑■. FV -GR 22.A I • PV -GI -I- 15 PV -GH -15 PV -G11-15 PV -GI -I-15 PV -BW -02 WAINSCOT P202, REFER TO DETAIL 24/ A-4.0 PAINT P202, BEHIND MILLWORK TO 3'-G" A.F.F. CI \ 101 RETAIL SALES AREA / 102 RECEPTION AREA SCALE: I/4'= I'-0" SCALE: 1 /4" I '-0" LEDGE PROVIDED BY OWNER, INSTALLED BY G.C. AT 8-0" A.F.F., ALIGN OUTSIDE EDGES WITH EDGE OF MILLWORK BELOW. WAINSCOT P202, REFER TO DETAIL 24/ A-4.0 WAINSCOT P202, REFER TO DETAIL 24/ A-4.0 WAINSCOT P202, REFER TO DETAIL 24/ A-4.0 P-20 EQ. EQ./ EQ./EQ.y P-20 )-- P-20 ( P-20 )- PV -GR -23 PV -PW -OG PV -GR -23 PV-PW-OG Ween PV -GR -23 O N WB -20 PV -PW -0 I A PV -PW -O4 101 RETAIL SALES AREA SCALE: 1/4" = l'-0" PV -PW -02 PV -PW -02 PV -PW -0 1 PV -PW -02 PV-PW-O4A PV -PW -02 PV -PW -02 PV -PW -02 PV-PW-O4A PV -PW -02 PV -PW -02 WB -20 \ (WB -20( ( P-20 PV -GR -I C M2EGR-I C SEE EXTERIOR ELEVATIONS (A-2.0) FOR GRAPHIC PLACEMENT, TYPICAL WB -20 / 101 RETAIL SALES AREA / 102 RECEPTION ARA 2 / SCALE: 1/4" = I '-0" EQ. P-20 G'-0" EQ. OPEN TO PUBLIC HALLWAY M2E-GH-S 1 -2O 4 V PV -BW -02 WB -204 4 101 RETAIL SALES AREA SCALE: 1/4" = l'-0" I Rr Z..21 • EQ. P-200 EQ. M2E-GH- I 0 O (V5-20) 103 PRE-TEST ROOM SCALE: 1/4" = l'-0" (P-200 2'-10" 5'-0" 15O11-U1'3O-A M2E-GH-10 M2E-GI-I-10 C6427 A30.dwg VB -20 CO \ \ P-20 BOH-UP3O-A BOH-UP30-A I , =/ WB -20 / 101 RETAIL SALES AREA / 102 RECEPTION ARA 2 / SCALE: 1/4" = I '-0" EQ. P-20 G'-0" EQ. OPEN TO PUBLIC HALLWAY M2E-GH-S 1 -2O 4 V PV -BW -02 WB -204 4 101 RETAIL SALES AREA SCALE: 1/4" = l'-0" I Rr Z..21 • EQ. P-200 EQ. M2E-GH- I 0 O (V5-20) 103 PRE-TEST ROOM SCALE: 1/4" = l'-0" (P-200 2'-10" 5'-0" 15O11-U1'3O-A M2E-GH-10 M2E-GI-I-10 C6427 A30.dwg VB -20 CO \ \ P-20 BOH-UP3O-A BOH-UP30-A f;;;; �f. I 111, r B. THE MILLWORK SUPPLIER SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERING OR ADDITIONAL CONNECTION DETAILS REQUIRED INCLUDING, BUT NOT LIMITED TO, ANY SEISMIC REQUIREMENTS. \ / \ / J FV -GR- IC M2EGR-IC ,. PV -GR. IC M2EGR-IC 4" -)it `J, X -1,7 FV -GR 22.A I • ' r; �:," ,q, :f 1' "f WB -20 / 101 RETAIL SALES AREA / 102 RECEPTION ARA 2 / SCALE: 1/4" = I '-0" EQ. P-20 G'-0" EQ. OPEN TO PUBLIC HALLWAY M2E-GH-S 1 -2O 4 V PV -BW -02 WB -204 4 101 RETAIL SALES AREA SCALE: 1/4" = l'-0" I Rr Z..21 • EQ. P-200 EQ. M2E-GH- I 0 O (V5-20) 103 PRE-TEST ROOM SCALE: 1/4" = l'-0" (P-200 2'-10" 5'-0" 15O11-U1'3O-A M2E-GH-10 M2E-GI-I-10 C6427 A30.dwg VB -20 CO \ \ P-20 BOH-UP3O-A BOH-UP30-A A. G.C. SHALL REVIEW ALL MILLWORK AND CABINETRY SHOP DRAWINGS AND PROVIDE SOLID BLOCKING IN STUD WALLS AS REQUIRED FOR FINAL INSTALLATION OF MILLWORK. THE MILLWORK SUPPLIER/INSTALLATION CONTRACTOR SHALL BE RESPONSIBLE FOR ANY/ALL MILLWORK CONNECTIONS AND DETAILS REQUIRED FOR A COMPLETE AND SECURE INSTALLATION. B. THE MILLWORK SUPPLIER SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERING OR ADDITIONAL CONNECTION DETAILS REQUIRED INCLUDING, BUT NOT LIMITED TO, ANY SEISMIC REQUIREMENTS. \ / \ / \ V\ j 14/\ 4" -)it `J, X -1,7 FV -GR 22.A I , >, ©oo GFI s • _ 'f 1` •1*TGFI \ ( > 13011-5U3O-A SINK SK -7, SEE DETAIL 5/A-4. I AND PLUMBING DRAWINGS. I 04/105 REFRACTION ROOM (VB -20) 80H DESK -A 104/105 REfRACT1ON ROOM 7 SINK SK -7, SEE DETAIL 5/A-4. I AND PLUMBING DRAWINGS. ) SCALE: 1/4" = 1 '-0" 10G CONATCT LENS ROOM FUTURE SURFACE MOUNTED STANDARDS WITH ADJUSTABLE SHELVES. FASTEN SHELVES TO BRACKETS. PROVIDE BLOCKING AS SPECS. AND MOUNTING I1TS. P-20) FLO vW13 20C) 10G CONTACT LENS ROOM SURFACE MOUNTED STANDARDS WITH ADJUSTABLE SHELVES. FASTEN SHELVES TO BRACKETS. PROVIDE BLOCKING AS REQUIRED. MOUNTING HTS. SINK SK -4, SEE PLUMBING DRAWINGS. INSULATE I1OT WATER AND DRAIN PIPES. e9I2 LUXO1TIGA v DRINKING FOUNTAIN, SEE G/A-4. I AND PLUMBING DRAWINGS (VB -20) 107 OFFICE SCALE: I/4" = I'-0" 108 PUBLIC HALLWAY SCALE: 1/4" = l'-0" 2 d- m ( FRIG G.C. TO CONFIRM RECEPTACLE TYPE / PLACEMENT COORDINATES W/ REFRIGERATOR SPECIFICATIONS. I 3 (VB -20)--i I 09 EMPLOYEE AREA 1 I_ _I I— —I I— —1 (1I I I 21 /GM DESK BEM FUTURE SURFACE MOUNTED STANDARDS WITH ADJUSTABLE SHELVES. FASTEN SHELVES TO BRACKETS. PROVIDE BLOCKING AS SPECS. AND MOUNTING HTS. 110 OFFICE P-20 I 0 OPEN TO RETAIL SALES I OG CONTACT LENS ROOM REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tulwita BUILDING DIVISION GENERAL NOTES A. G.C. SHALL REVIEW ALL MILLWORK AND CABINETRY SHOP DRAWINGS AND PROVIDE SOLID BLOCKING IN STUD WALLS AS REQUIRED FOR FINAL INSTALLATION OF MILLWORK. THE MILLWORK SUPPLIER/INSTALLATION CONTRACTOR SHALL BE RESPONSIBLE FOR ANY/ALL MILLWORK CONNECTIONS AND DETAILS REQUIRED FOR A COMPLETE AND SECURE INSTALLATION. B. THE MILLWORK SUPPLIER SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERING OR ADDITIONAL CONNECTION DETAILS REQUIRED INCLUDING, BUT NOT LIMITED TO, ANY SEISMIC REQUIREMENTS. \ / \ / V\ j 10G CONATCT LENS ROOM FUTURE SURFACE MOUNTED STANDARDS WITH ADJUSTABLE SHELVES. FASTEN SHELVES TO BRACKETS. PROVIDE BLOCKING AS SPECS. AND MOUNTING I1TS. P-20) FLO vW13 20C) 10G CONTACT LENS ROOM SURFACE MOUNTED STANDARDS WITH ADJUSTABLE SHELVES. FASTEN SHELVES TO BRACKETS. PROVIDE BLOCKING AS REQUIRED. MOUNTING HTS. SINK SK -4, SEE PLUMBING DRAWINGS. INSULATE I1OT WATER AND DRAIN PIPES. e9I2 LUXO1TIGA v DRINKING FOUNTAIN, SEE G/A-4. I AND PLUMBING DRAWINGS (VB -20) 107 OFFICE SCALE: I/4" = I'-0" 108 PUBLIC HALLWAY SCALE: 1/4" = l'-0" 2 d- m ( FRIG G.C. TO CONFIRM RECEPTACLE TYPE / PLACEMENT COORDINATES W/ REFRIGERATOR SPECIFICATIONS. I 3 (VB -20)--i I 09 EMPLOYEE AREA 1 I_ _I I— —I I— —1 (1I I I 21 /GM DESK BEM FUTURE SURFACE MOUNTED STANDARDS WITH ADJUSTABLE SHELVES. FASTEN SHELVES TO BRACKETS. PROVIDE BLOCKING AS SPECS. AND MOUNTING HTS. 110 OFFICE P-20 I 0 OPEN TO RETAIL SALES I OG CONTACT LENS ROOM REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tulwita BUILDING DIVISION GENERAL NOTES A. G.C. SHALL REVIEW ALL MILLWORK AND CABINETRY SHOP DRAWINGS AND PROVIDE SOLID BLOCKING IN STUD WALLS AS REQUIRED FOR FINAL INSTALLATION OF MILLWORK. THE MILLWORK SUPPLIER/INSTALLATION CONTRACTOR SHALL BE RESPONSIBLE FOR ANY/ALL MILLWORK CONNECTIONS AND DETAILS REQUIRED FOR A COMPLETE AND SECURE INSTALLATION. B. THE MILLWORK SUPPLIER SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERING OR ADDITIONAL CONNECTION DETAILS REQUIRED INCLUDING, BUT NOT LIMITED TO, ANY SEISMIC REQUIREMENTS. PEARLE 1961 VISION" A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # CG427 50U -11 -CENTER SQUARE I 7 I 00 Southcenter Parkway Tukwila, WA 98188 SPACE # 128 Active Revision Number Mark Date Description Arch itect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 Seal 10520 JAMES DENNIS STATE OF WAS MAR 1 8 2016 ARCHITECTURAL SYMBOLS: AREVISIONS ELEVATION NO. SHEET NO. SECTION NO. I SHEET NO. DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: NEW E CORPORATE RELOCATION 0 REMODEL (CLOSED) LAB TYPE: 0 FULL LAB M FINISH LAB SITE TYPE: 0 NO LAB RECEIVED CITY OF TUKWILA M OUTDOOR LOCATION PFRIVIIT CENTER Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. CG427 Architect's Project No. 032580.000 Title INTERIOR ELEVATIONS Date Drawn By Checked By • 03.18.16 'ae N 4 2 7 Sheet A-3 0 SURFACE MOUNTED STANDARDS WITH ADJUSTABLE SHELVES. FASTEN SHELVES TO BRACKETS. PROVIDE BLOCKING A5 REQUIRED. REF: I I/ A-4. I . FOR SPECS. AND MOUNTING HTS. O N FRP-2 2'-I" P-20 ) L 2 24 IIA 47C o a ©a GPI GPI GPI DSL 30A) 43 © I1 m M040 M040 )1 13 LENS PROCESS ROOM SCALE /4" M041 VB -20 SURFACE MOUNTED STANDARDS WITH ADJUSTABLE SHELVES. FASTEN SHELVES TO BRACKETS. PROVIDE BLOCKING A5 REQUIRED. REF: I I/ A-4. I . FOR SPECS. AND MOUNTING HTS. P-20 2'-G" FRP-2 O N 113 1 3 LENS PROCESS ROOM / SCALE: I /4 = '-0" SURFACE MOUNTED STANDARDS WITH ADJUSTABLE SHELVES. FASTEN SHELVES TO BRACKETS. PROVIDE BLOCKING AS REQUIRED. REF: I I/ A-4. 1 . FOR SPECS. AND MOUNTING HTS. P-20 VB -20) M048 1 1 3 LENS PROCESS ROOM K0002 "= I SCALE: I /4I '-0" C6427 A30.dwg �LjDI2 LUXOTTIGA RETAIL REV. 12/14/12 OoSS-1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2016 City of Tukwila BUILDING DIVISION GENERAL NOTES A. G.C. SHALL REVIEW ALL MILLWORK AND CABINETRY SHOP DRAWINGS AND PROVIDE SOLID BLOCKING IN STUD WALLS AS REQUIRED FOR FINAL INSTALLATION OF MILLWORK. THE MILLWORK SUPPLIER/INSTALLATION CONTRACTOR SHALL BE RESPONSIBLE FOR ANY/ALL MILLWORK CONNECTIONS AND DETAILS REQUIRED FOR A COMPLETE AND SECURE INSTALLATION. B. THE MILLWORK SUPPLIER SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERING OR ADDITIONAL CONNECTION DETAILS REQUIRED INCLUDING, BUT NOT LIMITED TO, ANY SEISMIC REQUIREMENTS. O\ 6 42 41 o . ED El Fill M WEP52 Ca C . ' m m m m m m .� VB -20) M048 1 1 3 LENS PROCESS ROOM K0002 "= I SCALE: I /4I '-0" C6427 A30.dwg �LjDI2 LUXOTTIGA RETAIL REV. 12/14/12 OoSS-1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2016 City of Tukwila BUILDING DIVISION GENERAL NOTES A. G.C. SHALL REVIEW ALL MILLWORK AND CABINETRY SHOP DRAWINGS AND PROVIDE SOLID BLOCKING IN STUD WALLS AS REQUIRED FOR FINAL INSTALLATION OF MILLWORK. THE MILLWORK SUPPLIER/INSTALLATION CONTRACTOR SHALL BE RESPONSIBLE FOR ANY/ALL MILLWORK CONNECTIONS AND DETAILS REQUIRED FOR A COMPLETE AND SECURE INSTALLATION. B. THE MILLWORK SUPPLIER SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERING OR ADDITIONAL CONNECTION DETAILS REQUIRED INCLUDING, BUT NOT LIMITED TO, ANY SEISMIC REQUIREMENTS. PEARLE ZEST. 1961 VISION" A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date By Description Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com PRCh / Architecture, Inc., P.C. Seal 10520 JAMES DENNI STATE OF WA MAR 1 8 2016 ARCH ITECTURAL SYMBOLS: nREVISIONS ELEVATION NO. SHEET NO. SECTION NO. SHEET NO. DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: ▪ CORPORATE FRANCHISE LAB TYPE: ❑ FULL LAB ▪ FINISH LAB SITE TYPE: ❑ INDOOR LOCATION O OUTDOOR LOCATION ?ERMIT CENTER ❑ NEW ▪ RELOCATION. ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) ❑ NO LAB RECEIVED UKWiLA CITY OF VAR 2 9 2916 Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. C6427 032580.000 Title INTERIOR ELEVATIONS Date : 03.18.16 Drawn By CBG Checked By • AS/RR Store Number C64 27 Sheet A-3. OF 0 0 0 GENERAL NOTES: WALLS SHALL BE PLUMB TO WITHIN 1/4" TOP AND BOTTOM AT MILLWORK LOCATIONS. G.C. TO SECURE ALL WALL FRAMING TO STRUCTURE ABOVE WITH DEFLECTION CONNECTIONS. DO NOT ATTACH FRAMING TO ROOF DECK. DIAGONAL METAL STUD BRACING TO STRUCTURE ABOVE, AS REQ'D. FASTEN AT 48" O.C. (TYPICAL), SEE SHEET A-4.OA FOR DETAILS SUSPENDED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS 3 5/8" x 20 GA. METAL STUDS AT 1 6" O.C. w/ 5/8" TYPE "X" GYP. BD. BOTH SIDES EXTEND GYP. BD. TO 6" ABOVE FINISHED CEILING HEIGHT REFER DWG. A -1.0/A-3.0 FOR BULKHEAD HEIGHTS/FINISHES. WALL SECTION SCALE: 3/4" = l'-0" TYPICAL BULKHEAD SCREW ANGLE TO STUDS STEEL ANGLE 3" x 3" x 3/1 G." FASTEN TO FLOOR W/ POWER DRIVEN ANCHOR BOLTS 3" x 3" x 3/16" 5 NGLE WELDED TO VE LE SUPPORT ANGLE ISOMETRIC Y G.C. K CAP AS 4" F.R.T. WOOD BLOCKING 3 5/8" x 20 GA METAL STUDS AT IC" O.C. W/ 5/8" TYPE "X" GYP. BD. BOTH SIDES STEEL SUPPORT ANGLE, PLACE AT 48" OC, FASTEN TO FLOOR W/ POWER DRIVEN ANCHOR BOLTS, SCREW ANGLE TO STUD I BASE PER ROOM FINISH 'SCHEDULE AND SHEET A -I.2 011101•••••1116. Ce) WALL SECTION SCALE: I 1/2" = 1 '-0" LOW WALL TENANT SPACE ()- SUSPENDED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS EXISTING DEMISING PARTITION 20 GA. METAL STUDS (SEE WALL DESIGNATION FOR SIZE) AT 1 6" O.C. w/ 5/8" TYPE "X" GYP. BD. TENANT SIDE EXTEND GYP. BD. TO 6" ABOVE FINISHED CEILING HEIGHT NOTE: WALLS SMALL BE PLUMB TO WITHIN 1/4" TOP BOTTOM AT MILLWORK LOCATIONS ADJACENT SPACE NOTE: EXTRA CARE SHALL BE TAKEN TO MAINTAIN EXISTING FIRE -RATED ASSEMBLY NOTE: REFER DIVISION OF WORK DWG. A-0.1 FOR SUPPLY/ INSTALL INFORMATION IBASE PER FINISH SCHEDULE AND SHEET A -I.2 WALL SECTION SCALE: 3/4"=1'-0" FURRING AT DEMISING WALL TENANT SPACE SUSPENDED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS EXISTING CONCRETE BLOCK DEMISING PARTI 7/8" A ATC AT 16" 0.• 5/8" TYP "GYP EXTE)TP GYP .D. TO BO_ NI E/ EILIN SPACE YI NOTE: WALLS SHALL BE PLUMB TO WITHIN 1/4" TOP BOTTOM AT MILLWORK LOCATIONS NOTE: REFER DIVISION OF WORK DWG. A-0. I, FOR SUPPLY! INSTALL INFORMATION BASE PER FINISH SCHEDULE AND SHEET A -I.2 WALL SECTION SCALE: 3/4"=I'-0" FURRING AT EXTG CMU DEMISING WALL DIAGONAL METAL STUD BRACING TO STRUCTURE ABOVE, AS REQ'D. FASTEN AT 48" O.C. (TYPICAL), SEE SHEET A-4.OA FOR DETAILS SUSPENDED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS IEXISTING M BD. ND GYP. AL EE W ION FOR E) AT G" O.C. PE "X" YP. BD iOTh N YP. SI INFILL WIT 20 GA. METAL "X" GYP BD TENANT SPACE PACE li STUD SIZE 5A 2 1/2" 55 3 5/8" 5C 6" ()- SUSPENDED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS EXISTING DEMISING PARTITION 20 GA. METAL STUDS (SEE WALL DESIGNATION FOR SIZE) AT 1 6" O.C. w/ 5/8" TYPE "X" GYP. BD. TENANT SIDE EXTEND GYP. BD. TO 6" ABOVE FINISHED CEILING HEIGHT NOTE: WALLS SMALL BE PLUMB TO WITHIN 1/4" TOP BOTTOM AT MILLWORK LOCATIONS ADJACENT SPACE NOTE: EXTRA CARE SHALL BE TAKEN TO MAINTAIN EXISTING FIRE -RATED ASSEMBLY NOTE: REFER DIVISION OF WORK DWG. A-0.1 FOR SUPPLY/ INSTALL INFORMATION IBASE PER FINISH SCHEDULE AND SHEET A -I.2 WALL SECTION SCALE: 3/4"=1'-0" FURRING AT DEMISING WALL TENANT SPACE SUSPENDED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS EXISTING CONCRETE BLOCK DEMISING PARTI 7/8" A ATC AT 16" 0.• 5/8" TYP "GYP EXTE)TP GYP .D. TO BO_ NI E/ EILIN SPACE YI NOTE: WALLS SHALL BE PLUMB TO WITHIN 1/4" TOP BOTTOM AT MILLWORK LOCATIONS NOTE: REFER DIVISION OF WORK DWG. A-0. I, FOR SUPPLY! INSTALL INFORMATION BASE PER FINISH SCHEDULE AND SHEET A -I.2 WALL SECTION SCALE: 3/4"=I'-0" FURRING AT EXTG CMU DEMISING WALL DIAGONAL METAL STUD BRACING TO STRUCTURE ABOVE, AS REQ'D. FASTEN AT 48" O.C. (TYPICAL), SEE SHEET A-4.OA FOR DETAILS SUSPENDED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS IEXISTING M BD. ND GYP. AL EE W ION FOR E) AT G" O.C. PE "X" YP. BD iOTh N YP. SI INFILL WIT 20 GA. METAL "X" GYP BD TENANT SPACE PACE li .. Eh= 2 ,B. ErAll IC g NOTE: WALLS SHALL BE PLUMB TO WITHIN 1/4" TOP BOTTOM AT MILLWORK LOCATIONS BASE PER FINISH SCHEDULE AND SHEET A -I.2 WALL SECTION SCALE: 3/4"=1'-0" ONE HOUR. RATED DEMISING U.L. 21-0" 2'-0" MIN MIN TENANT SPACE - DIAGONAL METAL STUD BRACING TO STRUCTURE ABOVE, AS REQ'D. FASTEN AT 48" O.C. (TYPICAL), SEE SHEET A-4.OA FOR DETAILS SUSPENDED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS METAL STUDS (SEE WALL DESIGNATION FOR SIZE) AT 1 6" O.C. w/ 5/8" TYPE "X" GYP. BD. BOTH SIDES EXTEND GYP. BD. TO 6" ABOVE FINISHED CEILING HEIGHT TENANT SPACE CONT. FULL THICKNESS SOUND BATT ATTENUATION NOTE: WALLS SHALL BE PLUMB TO WITHIN 1/4" TOP $ BOTTOM AT MILLWORK LOCATIONS BASE PER FINISH SCHEDULE AND SHEET A -I.2 WALL SECTION SCALE: 3/4"=1'-0" W/ SOUND BATTS; STUD SIZES VARY TENANT SPACE STUD SIZE 2A 2 1/2" 215 3 5/5" 2C 6" DIAGONAL METAL STUD BRACING TO STRUCTURE ABOVE, AS REQ'D. FASTEN AT 48" O.C. (TYPICAL), SEE SHEET A-4.OA FOR DETAILS SUSPENDED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS METAL STUDS (SEE WALL DESIGNATION FOR SIZE) AT 1 6" O.C. w/ 5/8" TYPE "X" GYP. BD. BOTH SIDES EXTEND GYP. BD. TO 6" ABOVE FINISHED CEILING HEIGHT TENANT SPACE CONT. FULL THICKNESS SOUND BATT ATTENUATION NOTE: WALLS SHALL BE PLUMB TO WITHIN 1/4" TOP $ BOTTOM AT MILLWORK LOCATIONS BASE PER FINISH SCHEDULE AND SHEET A -I.2 WALL SECTION SCALE: 3/4"=1'-0" W/ SOUND BATTS; STUD SIZES VARY TENANT SPACE DIAGONAL METAL STUD BRACING TO STRUCTURE ABOVE, AS REQ'D. FASTEN AT 48" O.C. (TYPICAL), SEE SHEET A-4.OA FOR DETAILS SUSPENDED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS 20 GA. METAL STUDS (SEE WALL DESIGNATION FOR SIZE) AT 1 6" O.C. w/ 5/8" TYPE "X" GYP. BD. BOTH SIDES EXTEND GYP. BD. TO G" ABOVE FINISHED CEILING HEIGHT TENANT SPACE NOTE: WALLS SHALL BE PLUMB TO WITHIN 1/4" TOP BOTTOM AT MILLWORK LOCATIONS BASE PER FINISH SCHEDULE AND SHEET A -I.2 WALL SECTION SCALE: 3/4"= I '-0" TYPICAL I NTER1 OR WALL <i NOTE: LOCATE TRANSITION STRIP AT ALL PORCELAIN TILE TO VINYL TILE JOINTS. 'PORCELAIN TILE ON I THIN SET MORTAR BED PORCELAIN TO VINYL TRANSITION STRIP (T5-9 ) I VINYL TILE PROVIDE LATEX LEVELING COMPOUND AS REQUIRED TO CREATE FLUSH CONDITION AT THRESHOLD. 4IATTACt TO SLAB AS REQ'D 'BY MANUFACTURER I LINE OF EXTG. CONC. SLAB NOTE: PROVIDE LATEX LEVELING COMPOUND AS REQ'D TO CREATE A FLUSH CONDITION AT TRANSITION OVER A MINIMUM RUN OF 24" ffLOOK TRANS. DET. SCALE: liAL SIZE PORCELAIN TO VINYL CERAMIC TILE ON THINSET MORTAR BED 1ALUMINUM 0 SADDLE '3 F EXTG CONCRETE SLAB PARE EXISTING CONCRETE LAB AS REQUIRED TO PROVIDE LEVEL TRANSITION TO MALL FLOORING. NOTE: ALL DOOR THRESHOLD STRIPS SHALL BE ADAAG COMPLIANT OOR TRANS. DET. SCALE: HALF SIZE CONCRETE TO CERAMIC LEASE LINE DOOR, REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION DOOR THRESHOLD; ATTACH TO CONCRETE SLAB BELOW VINYL TILE; PROVIDE LATEX LEVELING COMPOUND AS REQUIRED TO CREATE FLUSH CONDITION AT THRESHOLD CONCRETE SLAB NOTE: PREPARE EXISTING CONCRETE SLAB AS REQUIRED TO PROVIDE LEVEL TRANSITION TO MALL FLOORING. • A NOTE: ALL DOOR THRESHOLD STRIPS SHALL BE ADAAG COMPLIANT FLOOR TRANS. DET. I 2 SCALE: HALF SIZE CONCRETE TO VINYL LEASE LINE DOOR, REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION 1DOOR THRESHOLD; ATTACH TO 'CONCRETE SLAB BELOW CONCRETE SLAB RECESSED WALK OFF MAT /49PAIPM111 NOTE: PREPARE EXISTING CONCRETE SLAB AS REQUIRED TO PROVIDE LEVEL TRANSITION TO MALL FLOORING. .4'6.1 • • • A1 NOTE: ALL DOOR THRESHOLD STRIPS SHALL BE ADAAG COMPLIANT LOOK TRANS. DET. CONCRETE TO RECESSED SCALE: HALF SIZE WALK -OFF MAT NOTE: PROVIDE LATEX LEVELING COMPOUND AS REQ'D TO CREATE A FLUSH CONDITION AT TRANSITION OVER A MINIMUM RUN OF 24" RECESSED WALK OFF MAT ALUMINUM FRAME VINYL TILE PROVIDE LATEX LEVELING COMPOUND AS REQUIRED TO CREATE FLUSH CONDITION AT THRESHOLD. ATTACH TO SLAB AS REQ'D BY MANUFACTURER LINE OF EXTG. CONC. SLAB fLOOR TRANS. DET. SCALE: HALF SIZE RECESSED WALK -Off MAT TO VINYL TRAN PER P filthltifiliMililigElf/00110110011001106.`QPIEW Mir NOTE: PROV COMP* ND CREATE •LU TRANSITIO • • R' OWN CARPET PER S AND SCHEDULES LINE OF EXTG. CONCRETE SLAB OOR TRANS. DET. SCALE: HALF SIZE CERAMIC TILE TO CARPET NOTE: LOCATE TRANSITION STRIP AT ALL CARPET TO ' VINYL TILE JOINTS NOTE: PROVIDE LATEX LEVELING COMPOUND AS REQ'D TO CREATE A FLUSH CONDITION AT TRANSITION OVER A MINIMUM RUN OF 24" GLUE DOWN CARPET PER PLAN AND SCHEDULE CARPET TO VINYL TILE TRANSITION STRIP (TS -4) VINYL TILE PROVIDE LATEX LEVELING COMPOUND AS REQUIRED TO CREATE FLUSH CONDITION AT THRESHOLD. ATTACH TO SLAB AS REQ'D BY MANUFACTURER LINE OF EXTG. CONC. SLAB fLOOK TKAN5. DET. SCALE: HALF SIZE CARPET TO VINYL CG427 A40.dwg g$12 RE'/. 12/14/12 DIAGONAL METAL STUD BRACING TO STRUCTURE ABOVE, AS REQ'D. FASTEN AT 48" O.C. (TYPICAL) 3 5/8" x 20 1 G" O.C. w 5 BOTH SI 6" AB HEIG .0/A - UDS AT YP. BD. BD. TO G EIG EDU LED, ON RCP. ACRYLIC WHITE ENS BY TENANT OR EXSTG. WALL 15/8" TYPE "X" GYP BOARD, SEE I R.C.P. FOR HIEGHTS SUSPENDED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS GI -IT COVE DETAIL SCALE: NOT TO SCALE NOTE: WALL FINISH TO RETURN TO GLASS OD BLOCKING D - TYP. 5/8" GLASS STOP HANNEL5, ALL AROUND, CLEAR ANODIZED FINISH 3/8" CLEAR LAMINATED SAFETY GLASS LAZING DETAIL SCALE: 3" = 1'-0" GYP. BD. HEIGHT TO BE 6" ABOVE FIN. CEILING ACOUSTICAL CEILING TILE (SEE FINISH SCHED E) REF: PLAN NOTE: GLAS URN 0 52" OP CHANNELS, ALL ANODIZED FINISH CLEAR LAMINATED SAFETY GLASS CORNER BEAD - TYP. 5/8" TYPE "X" GYP. BD. ON 3 5/8" MTL. STUDS AT 1 G" o.c. INDOW SECTION SCALE: I 1/2" = I '-0" PAINTED MOISTURE RESISTANT GYP. BD. ON METAL FRAMING CLEAR ANODIZED ALUM. "J" MOULD - CONTINUOUS PRE -FINISHED (fRP-2) W/ WHITE EMBOSSED FINISH. (1/8" THK.) WALL PANELS GLUED TO MOISTURE RESISTANT 5/8" GYP. BD. ON METAL FRAMING (SEE FINISH PLAN) CLEAR ANODIZED ALUMINUM 'T' MOULD (CONTINUOUS) BASE PER FINISH SCHEDULE REFER TO FINISH SCHEDULE SHEET A-1.2 J8 E.R.P. BASE SCALE: 3"=1'-0" WHITE (FRP) VINYL WRAPPED ALUM. INSIDE CORNER PRE -FINISHED (rRP-2) W/ WHITE EMBOSSED FINISH. (1/8" THK.) WALL PANELS GLUED TO MOISTURE RESISTANT 5/8" GYP. BD. ON METAL FRAMING (SEE FINISH PLAN) VINYL TO VINYL DRILL EPDXY IN EXISTING SLAB 3" OF 6" #4 REBAR @ 81-0" O.C. TYP. EACH SIDE I" SAWCUT @ MAXIMUM 2.1 LENGTH TO WIDTH RATIO 4" 3000 PSI CONC. W/ W2.5xW2.9 WVVF ON 10 MIL. VB I 6 • C.) ( c-••-•;'; • • 4" MIN, COMPACTED STONE FILL GRADATION TO MATCH PROJECT SPECIFICATION REQUIREMENTS CONC. L. PATCH SCALE: 1 1/2" = 1 '-0" I VINYL TILE TRANSITION STRIP (TS -20) VINYL TO VINYL TILE I VINYL PLANK BY MANUFACTURER ATTACH TO SLAB AS REQ'D LINE OF EXTG. CONC. SLAB fLOOR TRANS. DT. SCALE: HALF SIZE VINYL TO VINYL 2 1/2" FIELD MITER 1/2" VERTICAL POPLAR TRIM I LINE OF CAP AND TRIM ABOVE LINE OF BASE BELOW 24 INSIDE CORNER 90° LINE OF CAP AND TRIM ABOVE 1/2" VERTICAL POPLAR TRIM FIELD MITER LINE OF BASE BELOW OUTSIDE CORNER 165° WAINSCOT DETAILS 2 1/2' LINE Of BASE BELOW LINE OF CAP AND TRIM ABOVE 1/2" VERTICAL POPLAR TRIM FIELD MITER CLIP OUTSIDE CORNER Off CAP AT 450, TYP. OUTSIDE CORNER 90° I LINE OF CAP AND TRIM ABOVE 1/2" VERTICAL POPLAR TRIM IFIELD MITER 'CLIP OUTSIDE CORNER OF CAP, "FYI'. LINE OF BASE BELOW OUTSIDE CORNER 1050 3/4" POPLAR 1/2" VERTICAL POPLAR TRIM A CAP NOTES: I. SHOP -PRIME ALL PIECES 2. CLIP CAP AT 45° ANGLE FOR ALL OUTSIDE CORNERS. LINE INDICATES FACE OF WALL PAINT GRADE WOOD BASE FINISH FLOOR BASE INSIDE OR OUTSIDE CORNER, ANGLE VARIES, SEE DETAILS AT LEFT NOTE: SEE ELEVATIONS FOR FINISH BEHIND AND ABOVE WAINSCOT WAINSCOT PROVIDED BY MILLWORKER, INSTALLED BY G.C. STUD SIZE IA 2 112" 1 B 35/8" IC DIAGONAL METAL STUD BRACING TO STRUCTURE ABOVE, AS REQ'D. FASTEN AT 48" O.C. (TYPICAL), SEE SHEET A-4.OA FOR DETAILS SUSPENDED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS 20 GA. METAL STUDS (SEE WALL DESIGNATION FOR SIZE) AT 1 6" O.C. w/ 5/8" TYPE "X" GYP. BD. BOTH SIDES EXTEND GYP. BD. TO G" ABOVE FINISHED CEILING HEIGHT TENANT SPACE NOTE: WALLS SHALL BE PLUMB TO WITHIN 1/4" TOP BOTTOM AT MILLWORK LOCATIONS BASE PER FINISH SCHEDULE AND SHEET A -I.2 WALL SECTION SCALE: 3/4"= I '-0" TYPICAL I NTER1 OR WALL <i NOTE: LOCATE TRANSITION STRIP AT ALL PORCELAIN TILE TO VINYL TILE JOINTS. 'PORCELAIN TILE ON I THIN SET MORTAR BED PORCELAIN TO VINYL TRANSITION STRIP (T5-9 ) I VINYL TILE PROVIDE LATEX LEVELING COMPOUND AS REQUIRED TO CREATE FLUSH CONDITION AT THRESHOLD. 4IATTACt TO SLAB AS REQ'D 'BY MANUFACTURER I LINE OF EXTG. CONC. SLAB NOTE: PROVIDE LATEX LEVELING COMPOUND AS REQ'D TO CREATE A FLUSH CONDITION AT TRANSITION OVER A MINIMUM RUN OF 24" ffLOOK TRANS. DET. SCALE: liAL SIZE PORCELAIN TO VINYL CERAMIC TILE ON THINSET MORTAR BED 1ALUMINUM 0 SADDLE '3 F EXTG CONCRETE SLAB PARE EXISTING CONCRETE LAB AS REQUIRED TO PROVIDE LEVEL TRANSITION TO MALL FLOORING. NOTE: ALL DOOR THRESHOLD STRIPS SHALL BE ADAAG COMPLIANT OOR TRANS. DET. SCALE: HALF SIZE CONCRETE TO CERAMIC LEASE LINE DOOR, REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION DOOR THRESHOLD; ATTACH TO CONCRETE SLAB BELOW VINYL TILE; PROVIDE LATEX LEVELING COMPOUND AS REQUIRED TO CREATE FLUSH CONDITION AT THRESHOLD CONCRETE SLAB NOTE: PREPARE EXISTING CONCRETE SLAB AS REQUIRED TO PROVIDE LEVEL TRANSITION TO MALL FLOORING. • A NOTE: ALL DOOR THRESHOLD STRIPS SHALL BE ADAAG COMPLIANT FLOOR TRANS. DET. I 2 SCALE: HALF SIZE CONCRETE TO VINYL LEASE LINE DOOR, REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION 1DOOR THRESHOLD; ATTACH TO 'CONCRETE SLAB BELOW CONCRETE SLAB RECESSED WALK OFF MAT /49PAIPM111 NOTE: PREPARE EXISTING CONCRETE SLAB AS REQUIRED TO PROVIDE LEVEL TRANSITION TO MALL FLOORING. .4'6.1 • • • A1 NOTE: ALL DOOR THRESHOLD STRIPS SHALL BE ADAAG COMPLIANT LOOK TRANS. DET. CONCRETE TO RECESSED SCALE: HALF SIZE WALK -OFF MAT NOTE: PROVIDE LATEX LEVELING COMPOUND AS REQ'D TO CREATE A FLUSH CONDITION AT TRANSITION OVER A MINIMUM RUN OF 24" RECESSED WALK OFF MAT ALUMINUM FRAME VINYL TILE PROVIDE LATEX LEVELING COMPOUND AS REQUIRED TO CREATE FLUSH CONDITION AT THRESHOLD. ATTACH TO SLAB AS REQ'D BY MANUFACTURER LINE OF EXTG. CONC. SLAB fLOOR TRANS. DET. SCALE: HALF SIZE RECESSED WALK -Off MAT TO VINYL TRAN PER P filthltifiliMililigElf/00110110011001106.`QPIEW Mir NOTE: PROV COMP* ND CREATE •LU TRANSITIO • • R' OWN CARPET PER S AND SCHEDULES LINE OF EXTG. CONCRETE SLAB OOR TRANS. DET. SCALE: HALF SIZE CERAMIC TILE TO CARPET NOTE: LOCATE TRANSITION STRIP AT ALL CARPET TO ' VINYL TILE JOINTS NOTE: PROVIDE LATEX LEVELING COMPOUND AS REQ'D TO CREATE A FLUSH CONDITION AT TRANSITION OVER A MINIMUM RUN OF 24" GLUE DOWN CARPET PER PLAN AND SCHEDULE CARPET TO VINYL TILE TRANSITION STRIP (TS -4) VINYL TILE PROVIDE LATEX LEVELING COMPOUND AS REQUIRED TO CREATE FLUSH CONDITION AT THRESHOLD. ATTACH TO SLAB AS REQ'D BY MANUFACTURER LINE OF EXTG. CONC. SLAB fLOOK TKAN5. DET. SCALE: HALF SIZE CARPET TO VINYL CG427 A40.dwg g$12 RE'/. 12/14/12 DIAGONAL METAL STUD BRACING TO STRUCTURE ABOVE, AS REQ'D. FASTEN AT 48" O.C. (TYPICAL) 3 5/8" x 20 1 G" O.C. w 5 BOTH SI 6" AB HEIG .0/A - UDS AT YP. BD. BD. TO G EIG EDU LED, ON RCP. ACRYLIC WHITE ENS BY TENANT OR EXSTG. WALL 15/8" TYPE "X" GYP BOARD, SEE I R.C.P. FOR HIEGHTS SUSPENDED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS GI -IT COVE DETAIL SCALE: NOT TO SCALE NOTE: WALL FINISH TO RETURN TO GLASS OD BLOCKING D - TYP. 5/8" GLASS STOP HANNEL5, ALL AROUND, CLEAR ANODIZED FINISH 3/8" CLEAR LAMINATED SAFETY GLASS LAZING DETAIL SCALE: 3" = 1'-0" GYP. BD. HEIGHT TO BE 6" ABOVE FIN. CEILING ACOUSTICAL CEILING TILE (SEE FINISH SCHED E) REF: PLAN NOTE: GLAS URN 0 52" OP CHANNELS, ALL ANODIZED FINISH CLEAR LAMINATED SAFETY GLASS CORNER BEAD - TYP. 5/8" TYPE "X" GYP. BD. ON 3 5/8" MTL. STUDS AT 1 G" o.c. INDOW SECTION SCALE: I 1/2" = I '-0" PAINTED MOISTURE RESISTANT GYP. BD. ON METAL FRAMING CLEAR ANODIZED ALUM. "J" MOULD - CONTINUOUS PRE -FINISHED (fRP-2) W/ WHITE EMBOSSED FINISH. (1/8" THK.) WALL PANELS GLUED TO MOISTURE RESISTANT 5/8" GYP. BD. ON METAL FRAMING (SEE FINISH PLAN) CLEAR ANODIZED ALUMINUM 'T' MOULD (CONTINUOUS) BASE PER FINISH SCHEDULE REFER TO FINISH SCHEDULE SHEET A-1.2 J8 E.R.P. BASE SCALE: 3"=1'-0" WHITE (FRP) VINYL WRAPPED ALUM. INSIDE CORNER PRE -FINISHED (rRP-2) W/ WHITE EMBOSSED FINISH. (1/8" THK.) WALL PANELS GLUED TO MOISTURE RESISTANT 5/8" GYP. BD. ON METAL FRAMING (SEE FINISH PLAN) VINYL TO VINYL DRILL EPDXY IN EXISTING SLAB 3" OF 6" #4 REBAR @ 81-0" O.C. TYP. EACH SIDE I" SAWCUT @ MAXIMUM 2.1 LENGTH TO WIDTH RATIO 4" 3000 PSI CONC. W/ W2.5xW2.9 WVVF ON 10 MIL. VB I 6 • C.) ( c-••-•;'; • • 4" MIN, COMPACTED STONE FILL GRADATION TO MATCH PROJECT SPECIFICATION REQUIREMENTS CONC. L. PATCH SCALE: 1 1/2" = 1 '-0" I VINYL TILE TRANSITION STRIP (TS -20) VINYL TO VINYL TILE I VINYL PLANK BY MANUFACTURER ATTACH TO SLAB AS REQ'D LINE OF EXTG. CONC. SLAB fLOOR TRANS. DT. SCALE: HALF SIZE VINYL TO VINYL 2 1/2" FIELD MITER 1/2" VERTICAL POPLAR TRIM I LINE OF CAP AND TRIM ABOVE LINE OF BASE BELOW 24 INSIDE CORNER 90° LINE OF CAP AND TRIM ABOVE 1/2" VERTICAL POPLAR TRIM FIELD MITER LINE OF BASE BELOW OUTSIDE CORNER 165° WAINSCOT DETAILS 2 1/2' LINE Of BASE BELOW LINE OF CAP AND TRIM ABOVE 1/2" VERTICAL POPLAR TRIM FIELD MITER CLIP OUTSIDE CORNER Off CAP AT 450, TYP. OUTSIDE CORNER 90° I LINE OF CAP AND TRIM ABOVE 1/2" VERTICAL POPLAR TRIM IFIELD MITER 'CLIP OUTSIDE CORNER OF CAP, "FYI'. LINE OF BASE BELOW OUTSIDE CORNER 1050 3/4" POPLAR 1/2" VERTICAL POPLAR TRIM A CAP NOTES: I. SHOP -PRIME ALL PIECES 2. CLIP CAP AT 45° ANGLE FOR ALL OUTSIDE CORNERS. LINE INDICATES FACE OF WALL PAINT GRADE WOOD BASE FINISH FLOOR BASE INSIDE OR OUTSIDE CORNER, ANGLE VARIES, SEE DETAILS AT LEFT NOTE: SEE ELEVATIONS FOR FINISH BEHIND AND ABOVE WAINSCOT WAINSCOT PROVIDED BY MILLWORKER, INSTALLED BY G.C. NO SCALE NOTES: WALLS SHALL BE PLUMB TO WITHIN 1/4" TOP BOTTOM AT MILLWORK LOCATIONS ALL PENETRATIONS THROUGH WALL SHALL BE FIRE CAULKED TO MAINTAIN FIRE RATED ASSEMBLY AS REQUIRED BY LOCAL CODES AND LANDLORD REQUIREMENTS. REFER TO DIVISION OF WORK DWG. A -0.I FOR SUPPLY/INSTA ATION ADJACENT SPACE 3 5/8" x ND DERSI PER RE GA. M w/ 2 AL STU YERS BOT UD AND • OF DE IRED IDES P. BD. TO ABOVE ASSEMBLY TENA FOi ;Vi ,/ !�v,I-"` NI n I I BOX OUT EXISTING COLUMN WITH 2 1/2" x 20 GA. METAL STUDS AT 1 6" O.C. w/ 2 LAYERS 5/8" 'TYPE "X" GYP. BD. EXTEND STUDS AND GYP. BD. TO UNDERSIDE OF DECK PER REQUIRED UL ASSEMBLY CONT. FULL THICKNESS SOUND BATT ATTENUATION COLUMN DETAIL SCALE: 3/4"=1'-0" NOTES: WALLS SHALL BE PLUMB TO WITHIN 1/4" TOP BOTTOM AT MILLWORK LOCATIONS REFER TO DIVISION OF WORK DWG. A -0.I FOR SUPPLY/INSTALL INFORMATION LENS PROCESS ROOM BOX OUT EXISTING COLUMN WITH 2 1/2" x 20 GA. METAL STUDS AT 1 6" O.C. w/ 5/8" TYPE "X" GYP. BD. (REFER TO DETAIL 1/A-4.0) PUBLIC HALLWAY PEARLE 1961 VISION" A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # CG427 SOUTI10ENTER SQUARE 1 7 I 00 Southcenter Parkway Tukwila, WA 98 I 88 SPACE # I 28 Active Revision Number Revisions: Mark Date By A Description CONT. FULL THICKNESS SOUND BATT ATTENUATION 3 5/8" x 20 GA. METAL STUDS AT 1 6" O.C. w/ 5/5" TYPE "X" GYP. BD. BOTH (REFER TO DETAIL 2/A-4.0) Woo COLUMN DETAIL SCALE: 3/4"=1'-0" Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com FRCH / Archtecture, Inc., P.C. Seal 10520 JAMES DENNI STATE OF WA MAR 1 8 2016 REVIEVVED FOR CODE COMPLIANCE APPROVED MAY 05 2016 City of Tukwila BUILDING DIVISION ARCHITECTURAL SYMDOLS: REVISIONS ELEVATION NO. SHEET NO. SECTION NO. SHEET NO. DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: El NEW • CORPORATE Cl FRANCHISE LA15 TYPE: • RELOCATION O REMODEL (OPEN) o REMODEL (CLOSED) FULL LAB 1:1 NO LAB n FINISH LAB SITE TYPE: RECEIVED Clrf OF TUKWILA CI INDOOR LOCATION M OUTDOOR LOCATION ma 2 8 2015 CACAN Pearle Standard Version Number: pER11111T ECC I .0 Pearie Vision Project No. Architects Project No. CG427 032580.000 Title SECTIONS AND DETAILS Date Drawn By • Checked By • 03.18.1G CBG AS/RR Store Number 427 Sheet A-4.0 OF EQUAL 24" MAXIMUM EQUAL 24" MAXIMUM L. EQUAL 24" MAXIMUM EQUAL 24" MAXIMUM / EQUAL 24" MAXIMUM // v \ 2 1/2" / \ \ / 2 1/2" / / \ \ 7 2 1/2" / \ \2 / 1/" \./ \ 2 1/2 2 1/2"/ NO SCALE NOTES: WALLS SHALL BE PLUMB TO WITHIN 1/4" TOP BOTTOM AT MILLWORK LOCATIONS ALL PENETRATIONS THROUGH WALL SHALL BE FIRE CAULKED TO MAINTAIN FIRE RATED ASSEMBLY AS REQUIRED BY LOCAL CODES AND LANDLORD REQUIREMENTS. REFER TO DIVISION OF WORK DWG. A -0.I FOR SUPPLY/INSTA ATION ADJACENT SPACE 3 5/8" x ND DERSI PER RE GA. M w/ 2 AL STU YERS BOT UD AND • OF DE IRED IDES P. BD. TO ABOVE ASSEMBLY TENA FOi ;Vi ,/ !�v,I-"` NI n I I BOX OUT EXISTING COLUMN WITH 2 1/2" x 20 GA. METAL STUDS AT 1 6" O.C. w/ 2 LAYERS 5/8" 'TYPE "X" GYP. BD. EXTEND STUDS AND GYP. BD. TO UNDERSIDE OF DECK PER REQUIRED UL ASSEMBLY CONT. FULL THICKNESS SOUND BATT ATTENUATION COLUMN DETAIL SCALE: 3/4"=1'-0" NOTES: WALLS SHALL BE PLUMB TO WITHIN 1/4" TOP BOTTOM AT MILLWORK LOCATIONS REFER TO DIVISION OF WORK DWG. A -0.I FOR SUPPLY/INSTALL INFORMATION LENS PROCESS ROOM BOX OUT EXISTING COLUMN WITH 2 1/2" x 20 GA. METAL STUDS AT 1 6" O.C. w/ 5/8" TYPE "X" GYP. BD. (REFER TO DETAIL 1/A-4.0) PUBLIC HALLWAY PEARLE 1961 VISION" A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # CG427 SOUTI10ENTER SQUARE 1 7 I 00 Southcenter Parkway Tukwila, WA 98 I 88 SPACE # I 28 Active Revision Number Revisions: Mark Date By A Description CONT. FULL THICKNESS SOUND BATT ATTENUATION 3 5/8" x 20 GA. METAL STUDS AT 1 6" O.C. w/ 5/5" TYPE "X" GYP. BD. BOTH (REFER TO DETAIL 2/A-4.0) Woo COLUMN DETAIL SCALE: 3/4"=1'-0" Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com FRCH / Archtecture, Inc., P.C. Seal 10520 JAMES DENNI STATE OF WA MAR 1 8 2016 REVIEVVED FOR CODE COMPLIANCE APPROVED MAY 05 2016 City of Tukwila BUILDING DIVISION ARCHITECTURAL SYMDOLS: REVISIONS ELEVATION NO. SHEET NO. SECTION NO. SHEET NO. DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: El NEW • CORPORATE Cl FRANCHISE LA15 TYPE: • RELOCATION O REMODEL (OPEN) o REMODEL (CLOSED) FULL LAB 1:1 NO LAB n FINISH LAB SITE TYPE: RECEIVED Clrf OF TUKWILA CI INDOOR LOCATION M OUTDOOR LOCATION ma 2 8 2015 CACAN Pearle Standard Version Number: pER11111T ECC I .0 Pearie Vision Project No. Architects Project No. CG427 032580.000 Title SECTIONS AND DETAILS Date Drawn By • Checked By • 03.18.1G CBG AS/RR Store Number 427 Sheet A-4.0 OF BOTTOM CHORD OF EXISTING JOIST EXISTING ROOF DECK - DO NOT PENETRATE METAL STUD BRACE BRACE PARALLEL WITH JOIST +++ UNISTRUT METAL STUD BRACE (2) BEAM CLAMPS 2" X 2" X 0'-6" LONG, 12 GA. FRAMING CLIP W/(3) - #12 SCREWS 2' BEAM CLAMP - BOTH SIDES – TOP CHORD OF EXISTING JOIST BRACE PERPENDICULAR TO JOIST ATTACHMENT DETAIL / SCALE: 3" = l'-0" EXISTING ROOF DECK - DO NOT PENETRATE BEAM CLAMP - BOTH SIDES. UNI -STRUT TOP CHORD OF EXISTING JOIST 35/8"x20 GA METAL STUD RUNNER ERS# 3625162-33 TO BE ATTACHED TO UNI -STRUT w/(I)#I2SCREW@ 12" O.C. EXISTING ROOF DECK - DO NOT PENETRATE EXISTING JOIST BULKHEAD/SOFFIT PERPENDICULAR WITH JOIST UNISTRUT @ 5'-0" O.C. BEAM CLAMP - BOTH SIDES 35/8'x20 GA ERS# 3625162-33 METAL STUD RUNNER TO BE BULKHEAD/SOFFIT PARALLEL WITH JOIST ATTACHED TO UNI -STRUT w/ (2) # 12 SCREWS TOP CHORD OF EXISTING JOIST BULKHEAD $ SOFFIT ATTACH, DETAIL / SCALE: 3" = I -0 12 GA. WIRE w/ MIN. 4 TIGHT TURNS AT EACH END (IYP.) U.N.O. (E) STRUCTURAL MEMBER. BEAM CLAMP-'UNISTRUT # P2824 DBL. NUTS Et LOCK WASHERS, (1YP.) 3/8' 0 THREADED ROD WIRE TIE S ROD ATTACHMENT DETAIL SCALE: 3" = I '-0" LO + + + FINISHED CEILING - 3 5/8", 18 GA. METAL STUD ERS# 3625162-43 BRACE AT 4'-0" O.C. MAX. (ALTERNATE DIRECTION OF BRACES ALONG LENGTH OF WALL WHERE POSSIBLE) 2" X 2" X 0-4" LG, 12 GA. FRAMING CLIP W/(3) - #12 SCREWS EA. LEG SCHEDULED WALL ABOVE CEILING ATTACHMENT DETAIL G SCALE: 3" = l'-0" 3 5/8" X 16 GA. ERS# 362T162-54 CONT. BOTTOM TRACK. SECURE TO FLOOR W/ SHOT PINS 'HILTI' . I41" DIA. @ 32" O.C. *6" FROM ENDS REFER TO FINISH PLANS) FOR SCHEDULED WALL, BASE, * FLOOR FINISHES 4 t WALL TO SAB ATTACK SCALE: 3" = I '-0" VIENT DETAIL 4 8'-0" O.C. FULL WALL HEIGHT 2" x 2" 16 GA. CLIP ANGLE 1/4" LESS THAN STUD WIDTH (4) FRAMING SCREWS METAL STUD LATERAL BRACING CRI I /2" x 16 GA. LATERAL BRACING SUPPORT DETAIL 4/ SCALE: 1/2" EMT - RUN TIGHT TO STRUCTURE ABOVE (4'-0" MAX. FOR 1/2" 0) VERTICAL - 12 GA. HANGER WIRE @ 4'-0" O.C. COMPRESSION STRUTS OR BRACES SHALL BE SPACED A MAXIMUM OF 6'-0" FROM EDGE OF WALLS AND MAXIMUM OF 12'-0" O.C. IN FIELD OF CEILING. NOTE: STRUT * BRACING WIRE NO MORE THAN 2" FROM CROSS TEE INTERSECTION. 0 ATTACH ONE END OF CEILING GRID (BOTH DIRECTIONS) TO CLOSURE ANGLE. OPPOSITE ENDS SHALL REST ON SUPPORTING ANGEL WITH A 3/4" CLEARANCE TO THE WALL, FREE TO SLIDE 0 DRILL 5/32" HOLE FOR 1/8" BOLT AND LOCK- NUT AFTER CEILING SYSTEM IS LEVELED (3) TURNS MIN. IN I " RUN (TYPICAL) HANGER WIRE #I2 #10 MAIN RUNNER CROSS TEE ALLOWABLE TENSION 270 lbs. 4-0" o.c. max. 300 lbs. 5'-0" o.c. max. HANGER WIRE NOT TO EXCEED 4'-0" SPLAY BRACE WIRE 8" (MAX.) OR 1/4 LENGTH OF DIST. TO FIRST MAIN (4)-12 GA. SPLAY WIRES SPLAYED 90° FROM EACH OTHER * 45° FROM CEILING PLANE I 2" O.C. EACH WAY WITHIN 4-0" OF EACH WALL CROSS TEE MAIN RUNNER LAY IN CEILING TILE CONT. HORIZ. STRUT TO PREVENT SPREADING OF RUNNERS 2" MIN. WALL TRIM SUSPENDED CEILING DETAIL @ WALL EEACOUSTIC TILE CEILING - SEISMIC (2SUSFNDD SCALE: NO SCALE /2" NOTE: UR RATIO NOT EXCEED 200 3/4" EMT - NOTCH OVER MAIN RUNNER SEISMIC LOCKING PIN MAIN RUNNER CROSS TEE LOCKING CLIP TO FASTEN CROSS TEE TO MAIN RUNNER PERFORMANCE REQUIREMENTS: THE MAIN RUNNERS AND CROSS RUNNERS OF THE CEILING SYSTEM AND THEIR SPLICES, INTERSECTION CONNECTORS AND EXPANSION DEVICES SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A MEAN ULTIMATE TEST LOAD OF NOT LESS THAN 200 POUNDS (890 N) OR TWICE THE ACTUAL LOAD, WHICHEVER IS GREATER, IN TENSION WITH 5 -DEGREE MISALIGNMENT OF THE MEMBERS IN ANY DIRECTION, AND IN COMPRESSION. IN LIEU OF 5 -DEGREE MISALIGNMENT, THE LOAD MAY BE APPLIED WITH A I -INCH (25.4MM) ECCENTRICITY ON A SAMPLE NOT MORE THAN 24 INCHES (6 I 0 MM) LONG ON EACH SIDE OF THE SPLICE. THE CONNECTIONS AT SPLICES AND INTERSECTIONS SHALL ALL BE OF THE MECHANICAL INTERLOCKING TYPE. NOTE: SECURE STRUCTURAL WIRES TO STRUCTURAL STEEL MEMBERS ABOVE ONLY - DO NOT ATTACH TO ROOF DECK. COMPRESSION STRUT AT EA. GROUP OF SPLAYED BRACING WIRES. SLOT END OF TUBE TO FIT OVER COLD ROLLED CHANNEL 12 GA. VERT HANGER WIRE LEVEL CEILING PRIOR TO SETTING TUBE DRILL 5/32" HOLE FOR 1/8" BOLT AND LOCK- NUT AFTER CEILING SYSTEM IS LEVELED BGA. VERT HANGER WIRE AT 4'-0" O.C. MAXIMUM. 6" MAXIMUM FROM END OF CHANNEL -TYPICAL (4) I 2GA. SPLAYED BRACE WIRES -TYPICAL 1 1/2" COLD ROLLED CHANNEL– SUSPENDED GYPSUM BOARD CEILING 2► \ ` SCALE: NO SCALE SEISMIC 5/8" TYPE 'X' GYP. BD. SCREWED 12" O.C. 7/8" HAT CHANNEL 24" O.C. MAX. ELECTRICAL METAL TUBING (EMT) ONLY: SIZE (DIA) LENGTH (MAX. HT.) 1/2" 4-0" 3/4" 5'-2" I " 6'-6" I 1/4" 8'-6" NOTE: STRUTS, OTHER THAN EMT. MAY REQUIRE ENGINEERING CALCULATIONS. LATERAL FORCE BRACING (FIGURES 2 AND 3) • CEILINGS CONSTRUCTED OF LATH AND PLASTER OR GYPSUM BOARD, SCREW OR NAIL ATTACHED TO SUSPENDED MEMBERS THAT SUPPORT A CEILING ON ONE LEVEL EXTENDING FROM WALL TO WALL SHALL BE EXEMPT FROM THE LATERAL FORCE BRACING REQUIREMENTS. SOURCE: CISCA ZONES 3-4 • LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES (SEE FIGURE 2). • FOR CEILING AREAS EXCEEDING I ,000 SQUARE FEET, HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM (LATERAL FORCE BRACING) SHALL BE PROVIDED. SOURCE: ASCE 7-05 SECTION 13.5.6.2.2 c LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. SOURCE: CISCA SEISMIC ZONES 3-4 • SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 50° FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. SOURCE: CISCA SEISMIC ZONES 3-4 SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORTA DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER (FIGURE Gb). SOURCE: CISCA ZONES 3-4 • "POWDER DRIVEN SHOT -IN -ANCHORS" WHEN USED FOR SEISMIC APPLICATION AS PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E. AND F SHALL HAVE AN ICC -ES APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE "SPECIAL INSPECTION" IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. ANCHORS FOR KICKER WIRES (SPLAYED WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FROM REQUIREMENT. SOURCE: STATE OF OREGON, BUILDING CODES DIVISION. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. SOURCE: CISCA SEISMIC ZONES 3-4 • RIDGED BRACING MAY BE USED IN LIEU OF SPLAY WIRES. SOURCE: ASCE SECTION 13.5.6.2.2 c CEILINGS WITH PLENUMS LESS THAN 12 INCHES TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. SOURCE: PORTLAND BUILDING DEPARTMENT VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. SOURCE: CISCA 3-4 • THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST (SEE FIGURE 3) • CEILINGS WITH INTERSTITIAL SPACES LESS THAN 12 INCHES TO FRAMING ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING WALL MOLDINGS (FIGURES 4a AND 4b) WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4 INCH CLEARANCE FROM THE WALL AND FREE TO SLIDE. SOURCE: ASCE 7-05 SECTION 13.5.6.2.2 b • WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE SUED TO SATISFY THE REQUIREMENTS FOR THE 2 -INCH CLOSURE ANGLE. SOURCE: STATE OF OREGON, BUILDING CODES DIVISION • THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). SOFFITS EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE DEEMED TO BE EQUIVALENT TO WALLS. SOURCE: STATE OF OREGON, BUILDING CODES DIVISION SPREADER BARS (FIGURE 4b) • SPREADER (SPACER) BARS SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AND CROSS TEES AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. SOURCE: CISCA SEISMIC ZONES 3-4 • SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. • WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. • SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. • WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR SPREADER BARS. SOURCE: STATE OF OREGON, BUILDING CODES DIVISION HANGER (SUSPENSION) WIRES (FIGURES 5a AND 5b) • HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN I IN 6 UNLESS (FIGURE 5a) COUNTER SLOPING WIRES ARE PROVIDED (FIGURE 5b). SOURCE: ASTM C 636 SECTION 2. I .4 • HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR I 0 GAGE SPACED 5 FEET ON CENTER. SOURCE: ASTM C 636 • ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. SOURCE: CISCA ZONES 3-4 • POWDER DRIVEN SHOT -IN -ANCHORS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRES. SOURCE: STATE OF OREGON, BUILDING CODES DIVISION • TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE (SEE FIGURE 4 * 5b). SOURCE: CISCA ZONES 3-4 WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK-TO-BACK I-1/4" COLD -ROLLED CHANNELS FOR SPANS EXCEEDING 48 INCHES. SOURCE: CISCA ZONES 3-4 ELECTRICAL FIXTURES • LIGHT FIXTURES WEIGHING LESS THAN I 0 POUNDS SHALL HAVE ONE 12 GAGE HANG WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. SOURCE: CISCA SEISMIC ZONES 3-4 • LIGHT FIXTURES WEIGHING MORE THAN I 0 POUNDS AND LESS THAN 56 LBS. SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: CISCA SEISMIC ZONES 3-4 • LIGHT FIXTURES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED BY DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. SOURCE: CISCA SEISMIC ZONES 3-4 • PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. SOURCE: CISCA SEISMIC ZONES 3-4 • TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES • TERMINALS OR SERVICES WEIGHING 20 LBS. BUT NOT MORE THAN 56 LBS. MUST HAVE TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: CISCA SEISMIC ZONES 3-4 • TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. SOURCE; CISCA SEISMIC ZONES 3-4 SEISMIC SEPARATION JOINTS (FIGURE 7) • FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE . PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. SOURCE: ASCE 7-05 SECTION 13.5.6.2.2 d THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE DESIGNER OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS REQUIRED BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED IN THIS DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREE MOVEMENT (GAP DESIGN) SHALL BE A MINIMUM OF 3/4 INCH. SOURCE: STATE OF OREGON, BUILDING CODES DIVISION. • IN LIEU OF SEISMIC SEPARATION JOINTS, THE CEILING MAY BE DIVIDED INTO AREAS LESS THAN 2500 SQUARE FEET BY THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE LEVEL OF THE PLANE OF THE GRID AND SHALL BE INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. SOURCE: STATE OF OREGON BUILDING CODES DIVISION • OTHER THAN PARTITIONS AND SOFFITS, SEISMIC JOINTS MAY NOT BE USED AS PART OF A FIRE RATED CEILING ASSEMBLY UNLESS SUBSTANTIATING DOCUMENTATION IS PROVIDED. SOURCE: STATE OF OREGON BUILDING CODES DIVISION. i FIGURE 2 LATERAL FORCE BRACING 45° OR LESS THIS DOCUMENT PROVIDES THE IBC -REFERENCED STANDARDS FOR THE INSTALLATION OF SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS. INCORPORATION OF THIS DOCUMENT WILL PROVIDE A MORE UNIFORM STANDARD FOR INSTALLATION AND INSPECTION. THIS DOCUMENT IS DESIGNED TO ACCOMPLISH THE INTENT OF THE INTERNATIONAL BUILDING CODE (IBC) WITH REGARD TO THE REQUIREMENTS FOR SEISMIC DESIGN CATEGORY D, E, AND F FOR SUSPENDED CEILINGS AND RELATED ITEMS. UNLESS SUPPORTED BY ENGINEERING, THE SUSPENSION SYSTEM SHALL BE INSTALLED PER THE REQUIREMENTS FOR SEISMIC DESIGN CATEGORY (SDC) D, E AND F PER THE IBC. MANUFACTURERS' RECOMMENDATIONS SHOULD BE FOLLOWED. 45° OR LESS 1°11°°°: 12 GAGE SPLAYED BRACE WIRES 45° OR LESS 4 CROSS TEE MAIN BEAM 45° OR LESS GENERAL RECOMMENDATIONS • REFERENCED SOURCES PER HIERARCHY: 2009 IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636, ASTM E 580/ASTM E 580M), AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE7-05) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). • PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. SOURCE: ASCE 7-05 SECTION 13.5.8.1 • FOR FURTHER INFORMATION ON BRACING OF NON -LOAD BEARING PARTITIONS REFER TO NWCB TECHNICAL DOCUMENT #200-501 • ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). SOURCE ASCE 7-05 SECTION 13.5.6.2.2 a ALL CRO55 TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. SOURCE CISCA ZONES 3-4 maximum 3' (76 mm) n • THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4LBS PER SQUARE FOOT. SOURCE ASCE 7-05 SECTION 13.5.6.1 • ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON CENTER (FIGURE I ). SOURCE ASTM C 636 ITEM 2.3.4 • CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. SOURCE: ASCE 7-05 13.5.6.2.2 f PLUMB 1/6 MAXIMUM 8" FIGURE 5a FIGURE 5b • COUNTER SLOPING VERTICAL HANGER WIRE ATTACHMENT SHOT -IN -ANCHOR STRUCTURAL CONCRETE CEILING CLIP 3 TURNS 3/4" VERTICAL HANGER WIRE FIGURE 6a y SPLAYED SEISMIC BRACING WIRE ATTACHMENT DRILL -IN EXPANSION ANCHOR STRUCTURAL CONCRETE STEEL STRAP I " WIDE x 2" LONG x 12 GAGE MINIMUM 3 TURN 45° SPLAYED SEISMIC BRACING WIRE FIGURE Gb FIGURE 7 L 3/4" MINIMUM r POP RIVET t FLANGE SPRINKLERS FIGURE 3 MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL STRUTS EMT CONDUIT 1/2" EMT conduit up to 5'- I 0" 3/4" EMT conduit up to 7'-8" I " EMT conduit up to 9'-9" METAL STUDS Single 1-5/8" metal stud (20 gauge) up to 12-0" Back-to-back 1-5/8" metal stud (20 gauge) up to 15'-0" Single 2-1/2" metal stud (20 gauge) up to 13'-6" Back-to-back 2-1/2" metal stud (25 gauge) up to 15'-0" SOURCE: PORTLAND BUILDING DEPARTMENT NOTE: PLENUM AREAS GREATER THAN 15'-0" WILL REQUIRE ENGINEERING CALCULATIONS. FIGURE 4a ATTACHED WALL MOLDING REQUIREMENTS WALL maximum 8'(202 minimum 2" (50 mm) FIGURE 4b UNATTACHED WALL MOLDING REQUIREMENTS aximum 8 ((202 Spreader bar or other suitable system required to keep perimeter components from spreading apart minimum 2" (50 mm) minimum 3/4" (I 9 mm) at unattached walls FOR CEILING WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST I INCH IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE I INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. SOURCE: ASCE 7-05 13.5.6.2.2 e GLOSSARY FOR THIS DOCUMENT (REGIONAL TERMINOLOGY MAY VARY) CROSS TEES THE CROSS MEMBER THAT INTERLOCK WITH THE MAIN BEAMS, ALSO KNOWN AS CROSS RUNNERS OR CROSS T -BARS. DIFFUSER A CIRCULAR OR RECTANGULAR METAL GRILL USED FOR THE PASSAGE OF AIR FROM A DUCTED SYSTEM. ESSENTIAL SERVICE BUILDINGS ANY BUILDINGS DESIGNED TO BE USED BY PUBLIC AGENCIES AS A FIRE STATION, POLICE STATION, EMERGENCY OPERATIONS CENTER, STATE PATROL OFFICE, SHERIFFS OFFICE, OR EMERGENCY COMMUNICATION DISPATCH CENTER. GRID THE MAIN BEAMS AND CROSS TEES OF THE SUSPENSION SYSTEM. HANGER WIRE 10 OR 12 GAGE SOFT ANNEALED WIRE USED AS PRIMARY SUPPORT FOR THE GRID SYSTEM. ALSO CALLED SUSPENSION WIRES. LATERAL FORCE BRACING THE BRACING METHOD USED TO PREVENT CEILING UPLIFT OR RESTRICT LATERAL MOVEMENT DURING A SEISMIC EVENT. LATERAL FORCE BRACING CONSISTS OF VERTICAL STRUTS AND SPLAY WIRES. MAIN BEAM THE PRIMARY SUSPENSION MEMBER SUPPORTED BY HANGER WIRES, ALSO KNOWN AS THE MAIN RUNNER, CARRYING TEE, CARRYING RUNNER OR MAINS. MOLDING/CLOSURE ANGLE A LIGHT GAUGE METAL ANGLE OR CHANNEL FASTENED TO THE PERIMETER WALL OR PARTITION TO SUPPORT THE PERIMETER ENDS OF AN ACOUSTICAL CEILING GRID PERIMETER CLIPS PROPRIETARY ANGLE BRACKET ATTACHED DIRECTLY TOT EH WALL MOLDING/CLOSURE ANGLE WHICH ALLOWS FOR 3/4" MOVEMENT IN THE EVENT OF SEISMIC ACTIVITY AND INTERLOCKS PROPERLY WITH ENDS OF GRID SYSTEM. PERIMETER WIRES HANGER WIRES PLACED WITHIN EIGHT INCHES OF THE SURROUNDING WALLS. PLENUM THE SPACE ABOVE A SUSPENDED CEILING. SLACK WIRE A 12 GAGE WIRE THAT IS NOT TIGHT OR TAUT. SPREADER OR SPACER BAR A BAR WITH NOTCHES TO PREVENT THE SUSPENSION SYSTEM FROM SEPARATING, ALSO CALLED A STABILIZER BAR. SPLAY WIRES WIRES INSTALLED AT AN ANGLE RATHER THAN. PERPENDICULAR TO THE GRID. VERTICAL STRUTS THE RIGID VERTICAL MEMBER USED IN LATERAL FORCE BRACING OF THE SUSPENSION SYSTEM. ALSO KNOWN AS A COMPRESSION POSTS, SEISMIC PODS, SEISMIC STRUTS. COMMON MATERIALS ARE ELECTRICAL CONDUIT (EMT), METAL STUDS OR PROPRIETARY PRODUCTS. UPGRADING OF EXISTING CEILINGS • CEILINGS WITHOUT SEISMIC BRACING: WHERE EXISTING CEILINGS ARE WITHOUT SEISMIC BRACING, THE CEILING SYSTEM SHALL BE BROUGHT INTO SUBSTANTIAL COMPLIANCE WITH CURRENT CODE REQUIREMENTS WHEN 50% OR MORE OF THE CEILING TILE IS ALTERED, REPAIRED OR REPLACED AS PART OF A GENERAL SPACE ALTERATION, OR IF ALL OF THE CEILING SYSTEM IS REMOVED. -SUBSTANTIAL COMPLIANCE MEANS INSTALLATION OF THE FOLLOWING ITEMS WHERE REQUIRED IN NEW CONSTRUCTION: -LATERAL FORCE BRACING (SPLAYED WIRES) -COMPRESSION STRUTS - SLACK WIRES ON ALL LIGHT FIXTURES AND AIR TERMINALS -THIS REQUIREMENT DOES NOT TRIGGER THE NEED FOR: -2 INCH CLOSURE ANGLE AS SPECIFIED IN SECTION II - SEISMIC SEPARATION JOINTS - I INCH MOVEMENT IN ALL DIRECTIONS AROUND SPRINKLER PENDANTS -THESE UPGRADES ARE NOT REQUIRED WHEN: - REMOVING PORTIONS OF TILES OR PANELS AND/OR GRID TO ALTER DUCTWORK, SPRINKLER PIPE, ETC. -PORTIONS OF A CEILING ARE REMOVED ONLY TO FACILITATE THE INSTALLATION OF SPRINKLER PIPING • CEILINGS WITHOUT COMPRESSION STRUTS: WHERE EXISTING CEILINGS HAVE SEISMIC BRACING BUT DO NOT HAVE COMPRESSION STRUTS AT THE CENTER OF THE SPLAYED WIRES, THE ADDITION OF COMPRESSION STRUTS WILL ONLY BE REQUIRED WHEN AND WHERE THE GRID IS REPLACED, ALTERED, RAISED OR LOWERED. SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS1) 1 (04°' von REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 Z016 City of Tukwila Ei.'I! DiK� SCALE: NO SCALE PEARLE ]iST0 1961 VISION" A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 1 88 SPACE # 128 Active Revision Number Revisions: Mark Date By A Description n n n A Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413. 000 www.frch.com FRCL1 / Architecture, Inc., P.C. Seal 10520 JAMES DENNIS S STATE OF WASHIN MAR 18 2016 ARChITECTURAL SYMBOLS: / \ REVISIONS ELEVATION NO. SHEET NO. SECTION NO. I SHEET NO. DOOR NUMBEF ROOM NAME ROOM NUMBS DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: ❑ NEW O CORPORATE ❑ FRANCHISE LAB TYPE: O FULL LAB ▪ FINISH LAB SITE TYPE: 0 RELOCATION 0 REMODEL (OPEN) ❑ REMODEL (CLOSED; RlildENCED CITY OF TUKWILA MR 29 VS ❑ INDOOR LOCATION0 f�tlT CENTER LOCATsI Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. C6427 032580.000 Title SECTIONS AND DETAILS Date Drawn By • CBG . 03.18.16 Checked By : A5/RR Store Number C64 27 Sheet A-4.OA Of ANCHOR PLATES ARE 12 GAUGE STEEL AND G" WIDE. (LENGTH VARIES). FURNISHED WITH STAINLESS STEEL MACHINE SCREWS TO ACCOMMODATE WALL FINISHES TO I 1/2" THICK. ANCHOR PLATES SECURED TO STUDS BY WELDING, WIRING OR SELF THREADING SCREWS. GRAB BARS LOCATE GRAB BARS ON EACH SIDE, OR ONE SIDE AND THE BACK, OF THE WATER CLOSET, 33 INCHES ABOVE AND PARALLEL TO THE FLOOR. GRAB BARS AT THE SIDE ARE TO BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 12 INCHES IN FRONT OF THE WATER CLOSET. GRAB BARS AT THE BACK CAN NOT BE LESS THAN 3G INCHES LONG. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE IS REQUIRED TO BE I I/4 TO I 1/2 INCHES, OR THE SHAPE IS TO PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS IS TO BE I 1/2 INCHES. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. GRAB BAR DETAIL GRAB BARS AND ANY SURFACE ADJACENT TO THEM CAN NOT HAVE ANY SHARP OR ABRASIVE ELEMENTS. EDGES ARE TO HAVE A MINIMUM RADIUS OF I/8, INCH. BENDING STRESS IN A GRAB BAR OR SEAT BY THE MAX. BENDING MOMENT FROM THE APPLICATION OF A 250 LB. POINT LOA SHALL LESS THAN THE ALLOWABLE STRESS FO E MATERIAL OF THE GRAB BAR O'r SEAT. SHEAR STRESS INDUCED I B BAR BY THE APPLICATION OF 250 LBF POINT ►'AD SHALL B LESS THAN THE ALLO = '�� EAR '�.. RESS F4R THE MOUNTING BRACKET CONSIDERED TO BE LILLY RES; RAINED EN DIRECT AND TORSIONA► H 'R STRE .ES S.' LL NOT EXCEED THE ALLOS. SHEAR FOR ;, NP �� IN FA ENER OR MOUNTING DEVICES FRO E APPLICION OF A 250 LB. POINT LOAD SHAL BE LE . THAN THE ALLOWABLE LATERAL LOAD OF EITH ' ' FASTENER OR MOUNTING DEVICE OR THE SUP'•RTING STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOAD. CEI 'r CED INA FASTENER BY A DIRECT ORCr OF A 250 LB. POINT LOAD, PLUS THE MAX. THE APPLICATION OF A 250 LB. POINT LOAD, SS THAN THE ALLOWABLE WITHDRAWAL LOAD THE FASTENER AND SUPPORTING STRUCTURE. BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". 1 1/4" TO 1 1/2" 11/2" SCALE: NO SCALE SIGNAGE LEVER HANDLE • i WOMEN WOMEN'S AND MEN'S RESTROOM SIGNAGE ELEVATION ANSI APPROVED E.S. PLASTIC NEMA RATED SELF EXTINGUISHING ADHESIVE MOUNTED 'LEVER HANDLE O C9 SIGNAGE ‚IT RESTROOM BRAILLE SIGN PER A.D.A. REQUIREMENTS UNISEX RESTROOM SIGNAGE • t MEN BRAILLE SIGN PER 20 I 0 ADA REQTS NOTE: ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES SECTION 703, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR CONTRAST AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. WHITE ACCESSIBILITY SIGNAGE DISABLED ACCESS SIGNAGE SCALE: NO SCALE NEW WATER HEATER ON SHELF ABOVE, SEE DETAIL 9 THIS SHEET EXISTING MOP SINK AND NEW EYE WASH, SEE DETAIL 4 THIS SHEET ALL RESTROOMS ACCESSORIES ARE EXISTING U.N.O., G.C. TO REPLACE IF NEEDED. (EX) EMPLOYEE RESTROOM III EMPLOYEE AREA 109 0 0 0 0 0 ALL RESTROOMS , ACCESSORIES ARE EXISTING U.N.O., G.C. TO REPLACE IF NEEDED. DISABLED ACCESS SIGNAGE, SEE DETAIL 7 THIS SHEET RELOCATED DRINKING FOUNTAINS, REFER TO DETAIL G THIS SHEET FOR SIMILAR INFORMATION ENLARGED RESTROOM FLOOR PLAN - EOR REFERENCE SCALE: 1/2"=1'-0" > >< CXA:i;,Xx:xX:.xx.,.��� t 11-6" N (EX) PUBLIC RESTROOM 112 r 4'-7" PUBLIC HALLWAY 108 NOTES: I . SEE SHEET A- I .2 FOR RESTROOM ACCESSORIES AND BLOCKING NOTES 2. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 3. INSULATE ALL WATER AND DRAIN PIPES. 4. PROVIDE IN -WALL BLOCKING AS REQUIRED FOR ALL RESTROOM ACCESSORIES AND EQUIPMENT, G.C. TO VERIFY 18 GA. STUDS AND COORDINATE EXACT LOCATIONS. 5. REFER TO SHEET A-1.2 FOR RESTROOM ACCESSORIES. G. REFER TO PLUMBING DRAWINGS FOR FIXTURE SPECIFICATIONS. C6427 A41 .dwg 3 5/8", 18 GA. 1 EDGE JOIST OUTSIDE EDGE JOIST TO BEAR ON JACK STUD 3/4" THK. FRT PLYWOOD, CONNECT TO SUPPORTS w/ #8 SCREWS @ G" O.C. AROUND PERIMETER OF DECK SEISMIC RESTRAINTS AS REQUIRED BY LOCAL CODE 3 5/8", 18 GA. OUTSIDE EDGE JOIST NOTES: CONNECT PLYWOOD DECKING TO SUPPORTS W/ #8 SCREWS @ 5" O.C. AROUND PERIMETER OF DECK, AT PANEL EDGES AND AT INTERIOR SUPPORTS POSITION RESTRAINT STRAPS TO MISS WATER HEATER FITTINGS. 3 5/8", 18 GA. EDGE JOIST PLAN WATER HEATER ABOVE CEILING 1 I II II I II II SEISMIC RESTRAINTS, AS REQUIRED BY LOCAL CODE WATER HEATER w/ GALV DRIP PAN (SEE PLUMBING DWGS.) I(2)#10 -1G SCREWS, TYP. CEILING LINE I DRYWALL OUTSIDE EDGE JOIST TO BEAR ON JACK STUD SECTION JACK STUD NOTE: I 0 GALLONS TANK MAX. SCALE: 3"= I '-0" 42" MAX. 35"-41" 4'-G" MIN. I '-0" • 42" MIN. MAX. C 24" MIN. () 7"- O I I w U UJ z UJ U 0 U- H w z c9 C9 1 i O WATER CLOSET AND ACCESSORIES -6 (V.I.F.) SEE DETAILS THIS SHEET FOR SHELVING INFORMATION 6 3/4" MAX. TOE R.O. I I" 4 z ACCESSORY MOUNTING hEIGhTS - FOR REFERNCE SCALE: 1/2" = m N N • • FI i 2 -- i (FI } z m LAVATORY AND ACCESSORIES I '-3" (V.I.F.) Rt - GC TO VERIFY AND UPDATE PER CODE AS NEEDED gin LUXOTTIGA RETAIL DOUBLE STUD @ SIDES OF OPENINGS TYP. 20 GA. MIN. SCREW STUDS BACKING PLATE 6" x 18 GA. ATTACHED TO STUDS W/ (3) # 8 F.H.5.D.5. LOW SEISMIC SEISMIC CATEGORY: A, 5, C NOTES: 1. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS, VERIFY LENGTH, HEIGHT, LOCATION OF BACKING PLATE, AND NUMBER. 2. REQ'D WITH ACCESSORY MANUFACTURERS. USE #I2 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BACKING PLATE. 3. WALL STUD FLANGES ARE CONTINUOUS AT BACKING PLATE. 4. BACKING PLATES FOR UPPER WALL HUNG CABINETS (UP. TO 2 SHELVES) BASE CABINETS, FULL HEIGHT CABINETS, HANDRAILS, GUARDRAILS, GRAB BARS, WALL HUNG EQUIPTMENT - 250 LBS./FT. IN -WALL BLOCKING DETAILS DOUBLE STUD @ SIDES OF OPENINGS TYP. 20 GA. MIN. SCREW STUDS CONT. AND NOTCHED 6" x 18 GA. MTL. BLOCKING ATTACHED TO STUDS W/ (3) # 8 F.H.S.D.S. HIGH SEISMIC SEISMIC CATEGORY: D, E, F SCALE: I" = I '-0" DOOR ENTRANCES: ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES ARE REQUIRED TO BE MADE ACCESSIBLE. A PRIMARY ENTRANCE IS DEFINED AS, "...ANY ENTRANCE TO A FACILITY WHICH HAS A SUBSTANTIAL FLOW OF PEDESTRIANS TO ANY SPECIFIC MAJOR FUNCTION OF THE FACILITY." REVOLVING DOORS CAN NOT BE USED AS A REQUIRED ENTRANCE FOR THE HANDICAPPED. RECESSED DOORMATS ARE REQUIRED TO BE ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. DOOR WIDTHS AND HEIGHTS: REQUIRED EXIT DOORWAYS ARE REQUIRED TO HAVE A CLEAR OPENING NOT LESS THAN 32 INCHES WIDE. FOR HINGED DOORS, THE OPENING IS MEASURED WITH THE DOOR AT A 90 DEGREE ANGLE FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS, INCLUDING AUTOMATIC DOORS, HAS TO PROVIDE THE 32 INCH CLEAR OPENING. DOOR HEIGHTS ARE REQUIRED TO BE A MINIMUM OF 80 INCHES. HARDWARE: HAND ACTIVATED DOOR OPENING HARDWARE IS REQUIRED TO BE CENTERED BETWEEN 30 AND 44 INCHES HIGH. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL HAVE TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS ARE REQUIRED TO OPERATE AT DESCRIBED ABOVE IN THE DIRECTION OF EGRESS. CLOSERS: THE MAXIMUM EFFORT TO OPERATE DOORS CANNOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. REQUIRED FIRE DOORS MAY REQUIRED UP TO 15 POUNDS PRESSURE. THE PRESSURE IS TO BE MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR DOOR/HARDWARE DETAIL I2 I SCALE: NOSCALE / AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE REQUIREMENTS. IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES (75 mm) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. THRESHOLDS: THRESHOLDS ARE REQUIRED TO BE NO MORE THAN 1/2 INCH HIGH. BEVEL OR SLOPE THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING 45 DEGREES SO THAT NO SINGLE VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4" INCH. 1. EXIT DOORS, TOILET ROOM AND CHANGING ROOM DOOR TO BE OPENABLE FROM INSIDE WITHOUT SPECIAL KNOWLEDGE, FORCE OR NEED OF KEY. 2. SEE SPECIFICATION SHEET FOR RESPONSIBILITIES. 3. ALL HARDWARE TO BE LEVER TYPE. ENTRANCE SIGNS: ALL BUILDINGS ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. LEVER 2'-6" TO 3'-8" 0 EQUAL I'-6" \ I'-6" I'-6" �� I'-6" I'-6" EQUAL ='a II p II O N O { { ( { { _ O rn - LENS PROCESS ROOM ;QUAL 1'-6" I'-6" I I'-6" QUAL O OFFICE 12" DEEP X (2) 4'-0" WHITE MELAMINE SHELVES, G.C. TO CUT TO FIT AS REQ'D. 36" KNAPE AND VOGT STANDARDS LINE REPRESENTS TOP OF DESK 12" DEEP x 3'-0" WIDE WHITE MELAMINE SHELF 36" KNAPE AND VOGT STANDARDS COORDINATE NUMBER OF SHELVES AND SPACING WITH LUX. REPRESENTATIVE LINE REPRESENTS TOP OF DESK i EQUAL l' -G" / I' 6" EQUAL i ( • N CONTACT LENS CLOSET • SHELVING DETAILS I 5" DEEP X (2) 4'-0" WHITE MELAMINE SHELVES, G.C. TO CUT TO FIT AS REQ'D. GO" KNAPE AND VOGT STANDARDS COORDINATE NUMBER OF SHELVES AND SPACING WITH LUX. REPRESENTATIVE NOTES: PROVIDE IN -WALL BLOCKING AS REQUIRED FOR ALL SHELF STANDARDS, SEE 3/A- I .2. MATERIAL NOTES: KNAPE - VOGT SIZES: STANDARDS - KV85ANO OR EQUAL HEAVY DUTY DOUBLE SLOT ALUMINUM OR WHITE, ALL SHOULD MATCH 24". 36", 48", GO" AND 72" BRACKETS - KV 187AN0 OR EQUAL HEAVY DUTY W/ LOCK NUT ALUMINUM OR WHITE, ALL SHOULD MATCH 12" AND 18" 3/4" THICK WHITE MELAMINE SHELVING FINISHED ON ALL SURFACES. FASTEN SHELVES TO BRACKETS. c'- 6" I '-6" I '-6" 6" ( EMPLOYEE AREA I '-6" I '-0" W U GhT FOR CLEARA 2 IF • 12" DEEP x 4'-0" WIDE WHITE 12" DEEP x 4'-0" WIDE WHITE MELAMINE SHELF 124" KNAPE AND VOGT STANDARDS LINE REPRESENTS TOP OF DESK RESTROOM MELAMINE SHELF 124" KNAPE AND VOGT STANDARDS SCALE: 1/2" = 1'-O" PLAN WALL MOUNTED EYE WASH (EW I ) EXISTING MOP SINK, REFER PLUMBING DRAWINGS WALL MOUNTED EYE WASH (EW I ) o=r—I V 'EXISTING FAUCET EXISTING MOP SINK, REFER PLUMBING DRAWINGS ELEVATION EYEWASH/EXISTING MOP SINK D ETA I L (4) SCALE: I/2"= 1'-0' EXISTING MOP SINK IN CORNER REMOVABLE SINK 'SK -6' REFER -' /I PLUMBING DRAWINGS N v 2'-0" PLAN -MILLWORK BY OTHERS -'CAULK ALL JOINTS AROUND 'FRP' KNEE WALL (MOP SINK '55', BELOW REFER PLUMBING DRAWINGS II"x I" A 'GUAR ORNER D) O 03 MOUNTED EYE WASH (EW I ) PROVIDE (2) ALUMINUM ANGLES 2"x2"x 18" 3/1G" THK. WITH ROUNDED OFF LEAD EDGES SECURE TO KNEE WALL BY G.C. I FAUCET REMOVABLE SINK 'SK -G' REFER PLUMBING DRAWINGS MILLWORK BY OTHERS I FLEXIBLE HOSE ( MOP SINK 'SS' REFER PLUMBING DRAWINGS EYEWASH/MOP SINK DETAIL SCALE: I /2"= I'-0" SK -6 MOP SINK ALONG WALL DRINKING FOUNTAIN NOTES FOR LOW DRINKING FOUNTAIN: 1. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES MIN. IN HEIGHT. THE ANGLE OF THE WATER STREAM FROM SPOUTS WITHIN 3 INCHES OF THE FRONT OF THE DRINKING FOUNTAIN SHALL BE 30 DEGREES MAX. AND FROM SPOUTS BETWEEN 3 INCHES AND 5 INCHES FROM THE FRONT OF THE DRINKING FOUNTAIN SHALL BE 15 DEGREES MAX. MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE DRINKING FOUNTAIN. 2. CONTROLS SHALL BE FRONT MOUNTED OR SIDE MOUNTED NEAR THE FRONT EDGE. SPOUTS SHALL BE NO HIGHER THAN 36" MEASURED FROM THE FLOOR OR GROUND SURFACES TO THE SPOUT OUTLET. 3. WALL AND POST MOUNTED CANTILEVERED UNITS SHALL HAVE A CLEAR KNEE SPACE BETWEEN THE BOTTOM OF THE APRON AND THE FLOOR OR GROUND AT LEAST 27" HIGH, 30" WIDE, AND 17-19" DEEP. SUCH UNITS SHALL HAVE A MINIMUM CLEAR FLOOR SPACE 30" X 48" TO ALLOW A PERSON IN A WHEEL- CHAIR TO APPROACH THE UNIT FACING FORWARD. 4. THE FOLLOWING KNEE CLEARANCE IS REQUIRED UNDERNEATH THE FOUNTAIN: 27" MIN. FROM THE FLOOR TO THE UNDERSIDE OF THE FOUNTAIN WHICH EXTENDS 8" MIN. MEASURED FROM THE FRONT EDGE UNDERNEATH THE FOUNTAIN BACK TOWARDS THE WALL; IF A MIN. 9" OF TOE CLEARANCE IS "PROVIDED, A MAX. OF 6" OF THE 48" OF CLEAR FLOOR SPACE REQUIRED AT THE FIXTURE MAY EXTEND INTO THE TOE SPACE. DRINKING FOUNTAIN APRON 38"-43" TO SPOUT 4 - ELEVATION 30" x 45" CLEAR FLOOR L_ AREA • 48" CLEAR • PLAN DRINKING EO U NTAI N DETAIL SCALE: 3/8"= 1'-0" EWC- I PLAN 2'-6" CLEAR 1, ELEVATION SINK CUT-OUT (FIELD CUT) 3/4" WHITE MELAMINE DOWELED AND GLUED EUROPEAN CONSTRUCTION SIDE SPLASH (LEFT OR RIGHT) SINK 'SK -7' REFERENCE PLUMBING DRAWINGS PLASTIC LAM. FINISH BACK AND SIDE (LEFT OR RIGHT) SPLASH APRON ACCESS PANEL SINK DETAIL N TENANT TO SUPPLY SINK UNIT, REFER TO SINK AND FAUCET SPECIFICATIONS REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2016 City of Tukwila BUILDING DIVISION I '-7" SCALE: I/2"= I '-0" 1/2" N 11" SECTION IOU PEARLE 1961 VISION' A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date By n Description n n n n Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com FRCh1 / Architecture, Inc., P.C. Seal 1 0520 JAMES DENNIS STATE OF WAS MAR 1 8 2016 ARCHITECTURAL SYMDOLS: REVISIONS ELEVATION NO. SHEET NO. SECTION NO. I SHEET NO. PROJECT TYPE: ▪ CORPORATE CI FRANCHISE LAD TYPE: 1=1 FULL LAB O FINISH LAB SITE TYPE: DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. 1=1 NEW RELOCATION 0 REMODEL (OPEN) ID REMODEL (CLOSED) RYCIVIWb CITY OF TUKWILA MAR 2 9 2016 0 INDOOR LOCATION ▪ OUTDOOR LocARUIMIT CENTER Pearle Standard Version Number: ECC 1 .0 Pearle Vision Project No. Architect's Project No. 032580.000 Title KESTROOM PLAN AND DETAILS Date Drawn By ' CBG Checked By • AS/RR StoCe N6427 Sheet Of A-4. I 31201612016-01951CadIMep12016.0195 M01.dwg, M-0.1, 3/18/2016 12:02:51 PM, 1:1 0 Lt's O) O 0 a CV E V J I I I I oso XI LIGHT/ EXHUAST t� FLEX -r 1 O(EX1IUAST/ Ij" ,I ---- -�� IIS FLEX I I I I f-- T T- T T L _ J_ - J_ J_ J_ I- L \FLEX V r—L FLEX — — .1"'X I -i- III TIT—"1– DU-11-WORK iDU"1-WORK = 13'-0"FF L J '12f," ' v I I I I I I T T (SP) -r -r T -r -r- J_L _ - J_ - J_ - J_ - J- i (5 P) / I 1- �/ I<). 1 (). / -r -I fT ;-'T L +J_ 1 ..FJ_ L yT T iSP) T Lx —+X I _ -r 7 T ! i- -I- -1 J r� I I LJ r"iM I II C. li II iI I - II -------II 9 +---9--- i I +J I II II L —J LJ I � LJ I I 11 I E 17 -1".71F - II II 11 I I I I IL---Jt�L---J F —r T -r T -r '1 II II I II II ,I I ---------------- -- <LS' II I II II L ---J t Ii I I ; I 114 I ! I "1 d J I \--.8: DUCTWORK = 13'_.J._1__'AEE_ _ _ _ _ -- _1�____-- I 11 Ij �I ▪ I a 1 El --Q'-- --a-- r PLAN NORTH MECHANICAL DEMOLITION PLAN SCALE: 1/4" = I' -O" TRUE NORTH -I- 1��T -I- DEMOLITION NOTES: A. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND N. SHALL BE FAMILIAR WITH THE LIMITS OF DEMOLITION REQUIRED FOR ALL TRADES. COORDINATE DEMOLITION WITH REQUIREMENTS OF NEW CONSTRUCTION PRIOR TO INITIATING WORK. B. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COMPLETE REMOVAL AND DISCARDING OF ALL DEMOLITION WASTE INCLUDING ANY UNFORESEEN ITEMS WITHIN THE I. SCOPE OF THE PROJECT. C. CONTRACTOR SHALL COORDINATE DEMOLITION OPERATIONS WITH CONTINUING OWNER OCCUPATION OF ADJACENT SPACES. ALL DEMOLITION WORK TO BE COORDINATED WITH OWNER AND CONDUCTED UNDER CONTROLLED CONDITIONS. J. D. REPAIR/PATCH AS REQUIRED FOR DEMOLITION OF VARIOUS CONSTRUCTION ITEMS. VERIFY AND COORDINATE ANY REQUIRED OPENING WITH RESPECTIVE TRADES. FOR ANY WORK THAT SHALL OCCUR OUTSIDE OF DEMOLITION AREA, K. CONTRACTOR SHALL RETURN SPACE TO ORIGINAL CONDITION. E. PROPERLY CAP, PLUG AND CONCEAL ANY PIPING LEFT IN L. PLACE. CAP ABANDONED SEWER PIPING A MINIMUM OF 8" BELOW FINISH FLOOR PATCH AND REPAIR SLAB. F. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ALL NOT USED WATER PIPING, WASTE AND VENT, DUCTWORK EQUIPMENT IN THE REMODEL AREA. G. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH OWNER REPRESENTATIVE FOR WHETHER TO DISPOSE HVAC OUTLETS REMOVED OR RE -USE. M. N. DEMOLISH EXISTING AS REQUIRED PER NEW CONSTRUCTION AS DIRECTED BY ARCHITECT AND/OR. AS NOTED ON DRAWINGS. AVOID DISRUPTION OF SERVICES DURING BUSINESS HOURS (IF APPLICABLE). ALL SYSTEM SHUT -DOWNS AND DISRUPTION OF SCHEDULED AFTER NORMAL BUILDING HOURS OR AS OTHERWISE APPROVED BY OWNER. PRIOR TO DEMOLITION FIELD VERIFY AND IDENTIFY ANY EXISTING EQUIPMENT TO REMAIN IN SERVICE THAT IS SERVED BY SYSTEMS TO BE DEMOLISHED. NOTIFY ENGINEER OF ANY SUCH CONDITIONS AND REMOVE AND/OR RELOCATE THE SERVICES AS DIRECTED. MEET WITH OWNER REPRESENTATIVE AND LANDLORD PRIOR TO DEMOLITION TO IDENTIFY WHETHER EXISTING MATERIALS SYSTEMS, EQUIPMENT, ETC. ARE CONSIDERED SALVAGE OR DEBRIS. REMOVE DEBRIS FROM SITE AND DISPOSE OF IN AND APPROVED MANNER AS DIRECTED BY OWNER. TERMINATE DEMOLISHED SYSTEM SERVICES IN A CONCEALED LOCATION IN AN APPROVED MANNER. COORDINATE WITH NEW AND EXISTING CONSTRUCTION. FIELD VERIFY EXISTING PIPING LOCATIONS PRIOR TO WORK. VERIFY EXTENT OF DEMOLITION OF SANITARY SEWER, DOMESTIC WATER PIPING PRIOR TO WORK. ALL DEMOLITION WORK SHALL BE IN COMPLIANCE WITH APPLICABLE CODES, STANDARDS AND THE AUTHORITY HAVING JURISDICTION. WHERE REQUIRED, COORDINATE EQUIPMENT ELECTRICAL TERMINATION REQUIREMENTS WITH ELECTRICAL CONTRACTOR. Do SEPARATE PERMIT AND APPROVAL REQUIRED PEARLE IE 3 To VISIONr A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUThOENThR SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number RevisAions: Mark Date By Description 0 n A n Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com FRCH / Architcct._irc, Inc., P.C. Seal Thorson e Baker C O NSU L T! N G E 3030 West Streetsboro Road Richfield, Ohio 44286 Associates N G I N EER S (330) 659-6688 Ph. (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: D REVISIONS ELEVATION NO. SHEET NO. ODOOR NUMBER ROOM NAME ROOM NUMBER SECTION NO. I SHEET NO. PROJECT TYPE: ❑ NEW ▪ CORPORATE O FRANCHISE LAB TYPE: ❑ FULL LAB ▪ FINISH LAB SITE TYPE: ❑ INDOOR LOCATION ▪ OUTDOOR LOCATION I`1tI C. N T 'E DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. RELOCATION O REMODEL (OPEN) O REMODEL (CLOSED) ❑ NO LAB RECEIVED CITY OF TUKWILA\ MO, 29V6 Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. CG427 Architect's Project No. 032580.000 Title MEChANICAL DEMOLITION PLAN Date Drawn By Checked Sy . . 03.18.IG TBA TBA Store Number 0427 Sheet v -o. I Of KEY NOTES MARK DESCRIPTION OEXISTING ROOFTOP UNIT TO REMAIN. ALL ACCESSORIES, CONTROLS, ETC. TO REMAIN UNLESS NOTED OTHERWISE. EXISTING DUCT DROPS TO REMAIN. ©ALL EXISTING DUCTWORK AND AIR DEVICES TO BE REMOVED THROUGHOUT SALES AND STOCK AREA. OEXISTING RESTROOMS TO REMAIN, INCLUDING SUPPLY DIFFUSERS, EXHAUST FANS AND EXHAUST DUCTWORK. EXISTING SUPPLY DUCTWORK TO BE REMOVED. TRUE NORTH -I- 1��T -I- DEMOLITION NOTES: A. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND N. SHALL BE FAMILIAR WITH THE LIMITS OF DEMOLITION REQUIRED FOR ALL TRADES. COORDINATE DEMOLITION WITH REQUIREMENTS OF NEW CONSTRUCTION PRIOR TO INITIATING WORK. B. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COMPLETE REMOVAL AND DISCARDING OF ALL DEMOLITION WASTE INCLUDING ANY UNFORESEEN ITEMS WITHIN THE I. SCOPE OF THE PROJECT. C. CONTRACTOR SHALL COORDINATE DEMOLITION OPERATIONS WITH CONTINUING OWNER OCCUPATION OF ADJACENT SPACES. ALL DEMOLITION WORK TO BE COORDINATED WITH OWNER AND CONDUCTED UNDER CONTROLLED CONDITIONS. J. D. REPAIR/PATCH AS REQUIRED FOR DEMOLITION OF VARIOUS CONSTRUCTION ITEMS. VERIFY AND COORDINATE ANY REQUIRED OPENING WITH RESPECTIVE TRADES. FOR ANY WORK THAT SHALL OCCUR OUTSIDE OF DEMOLITION AREA, K. CONTRACTOR SHALL RETURN SPACE TO ORIGINAL CONDITION. E. PROPERLY CAP, PLUG AND CONCEAL ANY PIPING LEFT IN L. PLACE. CAP ABANDONED SEWER PIPING A MINIMUM OF 8" BELOW FINISH FLOOR PATCH AND REPAIR SLAB. F. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ALL NOT USED WATER PIPING, WASTE AND VENT, DUCTWORK EQUIPMENT IN THE REMODEL AREA. G. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH OWNER REPRESENTATIVE FOR WHETHER TO DISPOSE HVAC OUTLETS REMOVED OR RE -USE. M. N. DEMOLISH EXISTING AS REQUIRED PER NEW CONSTRUCTION AS DIRECTED BY ARCHITECT AND/OR. AS NOTED ON DRAWINGS. AVOID DISRUPTION OF SERVICES DURING BUSINESS HOURS (IF APPLICABLE). ALL SYSTEM SHUT -DOWNS AND DISRUPTION OF SCHEDULED AFTER NORMAL BUILDING HOURS OR AS OTHERWISE APPROVED BY OWNER. PRIOR TO DEMOLITION FIELD VERIFY AND IDENTIFY ANY EXISTING EQUIPMENT TO REMAIN IN SERVICE THAT IS SERVED BY SYSTEMS TO BE DEMOLISHED. NOTIFY ENGINEER OF ANY SUCH CONDITIONS AND REMOVE AND/OR RELOCATE THE SERVICES AS DIRECTED. MEET WITH OWNER REPRESENTATIVE AND LANDLORD PRIOR TO DEMOLITION TO IDENTIFY WHETHER EXISTING MATERIALS SYSTEMS, EQUIPMENT, ETC. ARE CONSIDERED SALVAGE OR DEBRIS. REMOVE DEBRIS FROM SITE AND DISPOSE OF IN AND APPROVED MANNER AS DIRECTED BY OWNER. TERMINATE DEMOLISHED SYSTEM SERVICES IN A CONCEALED LOCATION IN AN APPROVED MANNER. COORDINATE WITH NEW AND EXISTING CONSTRUCTION. FIELD VERIFY EXISTING PIPING LOCATIONS PRIOR TO WORK. VERIFY EXTENT OF DEMOLITION OF SANITARY SEWER, DOMESTIC WATER PIPING PRIOR TO WORK. ALL DEMOLITION WORK SHALL BE IN COMPLIANCE WITH APPLICABLE CODES, STANDARDS AND THE AUTHORITY HAVING JURISDICTION. WHERE REQUIRED, COORDINATE EQUIPMENT ELECTRICAL TERMINATION REQUIREMENTS WITH ELECTRICAL CONTRACTOR. Do SEPARATE PERMIT AND APPROVAL REQUIRED PEARLE IE 3 To VISIONr A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUThOENThR SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number RevisAions: Mark Date By Description 0 n A n Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com FRCH / Architcct._irc, Inc., P.C. Seal Thorson e Baker C O NSU L T! N G E 3030 West Streetsboro Road Richfield, Ohio 44286 Associates N G I N EER S (330) 659-6688 Ph. (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: D REVISIONS ELEVATION NO. SHEET NO. ODOOR NUMBER ROOM NAME ROOM NUMBER SECTION NO. I SHEET NO. PROJECT TYPE: ❑ NEW ▪ CORPORATE O FRANCHISE LAB TYPE: ❑ FULL LAB ▪ FINISH LAB SITE TYPE: ❑ INDOOR LOCATION ▪ OUTDOOR LOCATION I`1tI C. N T 'E DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. RELOCATION O REMODEL (OPEN) O REMODEL (CLOSED) ❑ NO LAB RECEIVED CITY OF TUKWILA\ MO, 29V6 Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. CG427 Architect's Project No. 032580.000 Title MEChANICAL DEMOLITION PLAN Date Drawn By Checked Sy . . 03.18.IG TBA TBA Store Number 0427 Sheet v -o. I Of \\Tbs-projects031201612016.0195\Cad\Mep12016-0195 M10.dwg, M-1.0, 3/18/2016 12:02:19 PM 2016-OI95 c G012 LUXOTTIGA RETAIL (EX) EMPLOYEE RESTROOM (EX) PUBLIC RESTROOM LENS PROCESS ROOM RETAIL SALES AREA (EX) 8'-0" BALANCE TO 50 CFM 24"x I (E) RTU - (E) RTU -2 14"x12" 16"x14 12"x10" 8"x10" OFFICE GENERAL NOTES A ALL WORK MUST COMPLY WITH THE REQUIREMENTS OF LOCAL CODES AND ORDINANCES. WHERE INSPECTIONS ARE REQUIRED BY AUTHORITIES HAVING JURISDICTION, WORK MUST NOT BE CONCEALED UNTIL INSPECTIONS AND TESTING ARE COMPLETED AND ACCEPTED. B. PRIOR TO BID, GENERAL CONTRACTOR MUST BECOME THOROUGHLY FAMILIAR WITH THE REQUIREMENTS OF THE GENERAL NOTES AS WELL AS ALL OTHER NOTES SHOWN ON THE CONTRACT DOCUMENTS. VISIT THE SITE TO ESTABLISH THE EXISTING CONDITIONS PRIOR TO BID AND PRIOR TO ANY DUCT, PIPE OR EQUIPMENT FABRICATION. SYSTEMS MUST BE ERECTED USING GENERAL CONTRACTOR'S FIELD MEASUREMENTS FOR COORDINATION WITH EQUIPMENT, STRUCTURE, FIRE PROTECTION AND ELECTRICAL CONDITIONS IN THE SPACE. C. ALL CONTRACT DOCUMENTS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENTS OR GEOMETRICAL RELATIONSHIPS OF EQUIPMENT AND SERVICES. THEY ARE NOT INTENDED TO SPECIFY OR SHOW EVERY OFFSET, SEQUENCE, DEVICE, OPTION, FITTING, OR COMPONENT. D THE CONTRACT DOCUMENTS REFLECT A SYSTEM DESIGNED AROUND SPECIFIC REFERENCE PRODUCTS, THE SELECTION OF WHICH HAS IMPACTED ThE DESIGNS OF OTHER TRADES. IF ALTERNATE MANUFACTURERS ARE SUBMITTED OR BID, IT IS THE RESPONSIBILITY OF THIS GENERAL- CONTRACTOR TO COORDINATE ALL DIFFERENCES AND IMPACTS WITH ALL TRADES PRIOR TO BID, INCLUDING COSTS ASSOCIATED WITH REQUIRED CHANGED TO OTHER TIDES. NO EXTRAO WILL DE ALLOWED FOR CHANGES REQUIRED TO OTHER TRADES IF ALTERNATE EQUIPMENT IS BID OR INSTALLED AT THE GENERAL CONTRACTOR'S OPTION. E. EXISTING MECHANICAL INFORMATION IS BASED ON LIMITED EXISTING BUILDING DRAWINGS AND FIELD WORK. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE EXISTING CONDITIONS FOR ACCURACY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR REVISIONS TO THE DESIGN TO CORRECT FOR EXISTING CONDITIONS NOT AS INDICATED ON THE PLANS. F. GENERAL CONTRACTOR SHALL NOTIFY TENANT, ARCHITECT AND ENGINEER OF ANY SITUATIONS THAT MODIFY OR INCREASE THE SCOPE OF WORK FROM THAT IS DESCRIBED IN THE DOCUMENTS. G GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING/PATCHING RELATED TO THEIR WORK. H SPACE ABOVE CEILING IS INDICATED TO BE A RETURN AIR PLENUM. CONSTRUCTION MATERIALS ABOVE CEILING SHALL BE NONCOMBUSTIBLE, OR HAVE A MAXIMUM 25 FLAME SPREAD AND 50 SMOKE DEVELOPMENT FINISH RATING. WIRING SHALL BE LABELED PLENUM RATED TYPE PER NFPA 70. I. COORDINATE LOCATION AND ELEVATION OF MECHANICAL WORK WITH ALL DUCTWORK, LIGHT FIXTURES, AND OTHER CEILING BUILT-IN FIXTURES. CONTACT ENGINEER OR ARCHITECT IMMEDIATELY SHOULD ANY CONFLICT ARISE. J ALL ROOF PENETRATIONS, PATCHING AND FLASHING SHALL BE PERFORMED BY A LANDLORD APPROVED ROOFING GENERAL CONTRACTOR AT THIS GENERAL CONTRACTOR'S EXPENSE. COORDINATE ROOF PENETRATIONS AND ROOFTOP EQUIPMENT LOCATIONS WITH LANDLORD AND GENERAL CONTRACTOR. K NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE ROOF DECK. GENERAL CONTRACTOR MAY ATTACH TO OR SUSPEND FROM THE TOP CHORD OF THE JOIST OR THE STRUCTURAL STEEL WHICH EXISTS ABOVE THE TENANT SPACE. L. ALL ROOFTOP UNITS TO BE LOCATED ON FACTORY SUPPLIED ROOF CURBS. M MAINTAIN A MINIMUM OF 10' CLEARANCE TO ANY OUTSIDE AIR INTAKES ON ROOF FOR ALL EXHAUST FANS. N. GENERAL CONTRACTOR TO LABEL ALL ROOFTOP EQUIPMENT WITH TENANT NAME, SPACE NUMBER AND EQUIPMENT IDENTIFICATION (RTU- I , ETC.), PER MALL SPECIFICATIONS AND STANDARDS. O. NO PVC PIPING ALLOWED IN PLENUM AREAS. P CHANGES IN DUCT SIZES SHALL BE MADE BY UNIFORM TAPER SECTION WITH A MAXIMUM INCLUDE ANGLE OF DIVERGENCE OF 15 DEGREE. Q. DUCT SIZES INDICATED REPRESENT CLEAR INTERIOR SHEET METAL DIMENSIONS AND IF INTERNAL INSULATION IS SPECIFIED THE DIMENSIONS INCLUDE ALLOWANCE FOR INTERNAL INSULATION. R. ALL SUPPLY AIR DUCTWORK NOT EXPOSED OR INTERNALLY LINED SHALL BE EXTERNALLY INSULATED. REFER TO SPECIFICATIONS. S BRANCH DUCTS SERVING DIFFUSERS SHALL BE SIZED TO MATCH DIFFUSER NECK SIZE INDICATED. T ALL ROUND DUCT ELBOWS SHALL BE LONG SWEEP, I-1/2 TIMES THE CENTERLINE RADIUS. U. ALL CONDENSATE PIPING SHALL BE COPPER, AND INSULATED BELOW ROOF LINE. GENERAL CONTRACTOR SHALL VERIFY, PRIOR TO BID, THE CORRECT METHOD AND LOCATION OF CONDENSATE DISCHARGE FROM UNITS WITH THE LANDLORD. V. PITCH POCKETS ARE NOT PERMITTED ON THE ROOF FOR CONDENSATE DRAINS, POWER OR CONTROL WIRING. ALL CONNECTIONS ARE TO BE MADE INSIDE THE EQUIPMENT CURB OR THROUGH PRE -MANUFACTURED PIPING CURB. W • GENERAL CONTRACTOR MUST REPLACE ALL AIR FILTERS IN HVAC UNITS WITH NEW CLEAN FILTERS BEFORE AIR BALANCING AND PRIOR TO FINAL TURNOVER TO TENANT. X. IT IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO VISIT THE JOB SITE PRIOR TO CONSTRUCTION TO FAMILIARIZE HIMSELF WITH MAJOR ITEMS SUCH AS STRUCTURAL ELEMENTS, PLUMBING LOCATIONS, ELECTRICAL RUNS AND POINTS OF CONNECTION TO EXISTING DUCT SYSTEMS. ADDITIONALLY, MECHANICAL CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH ITEMS AS HVAC EQUIPMENT, DUCTWORK, ETC. PRIOR TO COMMENCING ANY WORK. Y IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE MECHANICAL EQUIPMENT COMPONENTS ARE INSTALLED AT LOCATIONS AND ELEVATIONS WHICH MAKE THEM READILY AND SAFELY ACCESSIBLE FOR ROUTINE MAINTENANCE WITHOUT REQUIRING ANY EXTRAORDINARY MEASURES. Z. THE TENANT RESERVES THE RIGHT TO CHECK CONSTRUCTION COMPLIANCE WITH PLANS AND SPECIFICATIONS. SHOULD THE TENANT FIND CORRECTIVE WORK NECESSARY, HE WILL NOTIFY GENERAL CONTRACTOR OF SUCH WORK IN WRITING AND EXPECT COMPLIANCE PERFORMED WITH DUE DILIGENCE. IF ANY CORRECTIVE WORK IS DEEMED TO BE NECESSARY, THE COST OF REINSPECTIONS WILL BE BORNE BY THE GENERAL CONTRACTOR. IF WORK IS REQUIRED BY TENANT IN ORDER TO IMPROVE, CHANGE OR CORRECT AIR CONDITIONING OPERATIONAL CONDITIONS DUE TO: PART MALFUNCTION, WARRANTY OR OTHER INABILITY TO PROVIDE THE COMFORT CONDITIONS REQUIRED BY THE STORE, GENERAL CONTRACTOR SHALL BE DIRECTED BY TENANT TO ADDRESS THIS WORK IN A TIMELY MANNER. IF IT BECOMES EVIDENT THAT THE GENERAL CONTRACTOR CAN NOT ACCOMPLISH THE TASK, THEN AFTER 72 HOURS OF WRITTEN NOTICE, THE TENANT MAY AT HIS DISCRETION TAKE OVER SUCH WORK AND BACK CHARGE THE GENERAL CONTRACTOR FOR ANY CORRECTIVE WORK THAT WAS REQUIRED DUE TO LACK OF PERFORMANCE, WORKMANSHIP AND/OR ADHERENCE TO PLANS AND SPECIFICATIONS. EMPLOYEE AREA os PUBLIC HALLWAY 105 OFFICE CONTACT LENS CLOSET MECHANICAL FLAN SCALE: 1/4" = I '-0" ® KEY NOTES MARK DESCRIPTION UI CONNECT NEW SUPPLY AIR DUCT TO EXISTING SUPPLY AIR DUCT UP TO EXISTING RTU. FIELD VERIFY EXACT SIZE AND LOCATION OF CXISTING DUCTWORK PRIOR TO BEGINNING WORK. O CONNECT NEW RETURN AIR DUCT TO EXISTING RETURN DUCT UP TO EXISTING RTU. PROVIDE 18" X 18" OPENING IN TOP OF RETURN DUCT STUB FOR RETURN AIR OPENING FROM PLENUM. PROVIDE LINED RETURN DUCTWORK ENTIRE LENGTH OF RETURN INTO PLENUM SPACE, AND UP A MINIMUM OF TWO FEET OF RTU VERTICAL RETURN DUCT. ODEVICE RELOCATE EXISTING THERMOSTAT AND PROVIDE NEW THERMOSTAT WIRING FROM TO RTU CONTROLLER. CONCEAL ALL CONTROL WIRING WITHIN WALLS AND ABOVE CEILING. VERIFY OPERATION OF EXISTING THERMOSTAT PRIOR TO TURNOVER TO THE TENANT. REPORT ANY DEFICIENCY IN OPERATION TO THE ENGINEER. O EXISTING RETURN AIR DUCT MOUNTED SMOKE DETECTOR TO REMAIN. VERIFY • PROPER WORKING CONDITION AND REPAIR/REPLACE AS REQUIRED. OTHROUGH PROVIDE NEW EXHAUST FAN IN LENS PROCESS ROOM. ROUTE DUCTWORK UP ROOF TO ROOF CAP. COORDINATE ALL ROOF PENETRATIONS AND REPAIR OF ROOF WITH LANDLORD'S ROOFING CONTRACTOR. MAINTAIN MINIMUM I0'-0" FROM ALL OUTSIDE AIR INTAKES. OCONDENSING EXISTING ROOFTOP UNIT TO REMAIN. REPLACE BELTS AND RE -LUBRICATE ALL MOVING PARTS PER MANUFACTURER'S RECOMMENDATIONS. REUSE EXISTING CONTROLS. INSPECT REFRIGERATION CIRCUIT, PRESSURIZE, AND RECHARGE. STRAIGHTEN SECTION FINS, REPLACE ALL FILTERS WITH MINIMUM MERV.S FILTERS. START UNIT AND COORDINATE WITH EQUIPMENT MANUFACTURER FOR ANY REPLACEMENT PARTS REQUIRED IN ORDER TO RESTORE UNIT TO FULL FUNCTIONALITY. BALANCE TO AIRFLOW NOTED ON PLAN. PROVIDE SHEAVE CHANGE TO ACHIEVE AIR BALANCE VALUES. OPROVIDE MANUAL BALANCE DAMPER ON RETURN DUCT SECTION. BALANCE TO CFM INDICATED IN SCHEDULE. ORESTROOM EXHAUST FANS EXISTING TO REMAIN. CLEAN AND REFURBISH TO LIKE -NEW CONDITION. CONTACT LENS ROOM 106 REFRACTION ROOM � 105 REFRACTION ROOM PRE-TEST ROOM GRI LLE, REGISTER AND DI FEUSER 5ChEDULE TAG SERVICE MOUNTING MFR MOoDEL NS MODULE SIZE FINISH NOTES I SUPPLY LAY-IN TITUS TMS 24" X 24" STD. FINISH PD PRESSURE DROP PH PHASE PLBG PLUMBING PNL PANEL PSI POUNDS PER SQUARE INCH PRV PRESSURE RELIEF VALVE PVC POLYVINYL CHLORIDE K S2 SUPPLY AIR LAY IN TITUS ML 40 (2) SLOT, 45" LONG STD. WHITE FINISH - R I RETURN AIR LAY -IN TITUS 50F 24" X 24" STD. WHITE FINISH - R2 RETURN AIR LAY -IN TITUS 50F 24" X 12" STD. WHITE FINISH RETURN OR RELIEF AIR DUCT NOTES/ACCESSORIES I. SECTORIZING BAFFLES FOR DIRECTIONAL CONTROL WHERE NOTED ON DRAWINGS 104 103 PLAN NORTH (il TRUE NORTH (E) T -STAT PROGRAMMING THERMOSTAT OCCUPIED COOL 73° UNOCCUPIED COOL 80° OCCUPIED HEAT 65° UNOCCUPIED HEAT 60° MONDAY - SATURDAY "ON" AT 8:00 AM "OFF" AT 9: 15 PM SUNDAY "ON" AT I 1:00 AM "OFF" AT 6:15 PM VERIFY OPERATING HOURS WITH LUXOTTICA PM. ADJUST PROGRAM ACCORDINGLY. NOTE: REPAIR OR REPLACE EXISTING THERMOSTAT AS REQUIRED. FILE STORAGE CLOSET 1103AI RECEPTION AREA 102 DESIGN OF THE NON -DUCTED RETURN AIR PLENUM CEILING IS BASED ON THE REQUIREMENT THAT ALL MATERIALS IN THE RETURN AIR PLENUM CEILING ARE ALL LABELED AS PLENUM RATED AND MEET THE FLAME $ SMOKE SPREAD REQUIREMENTS FOR PLENUM INSTALLATION AND THE APPROVAL OF A RETURN AIR PLENUM FROM THE LANDLORD. FIRE WRAP PVC PIPING AS REQUIRED. IF THE ABOVE CONDITIONS CANNOT BE MET, THIS CONTRACTOR SHALL STATE THE AMOUNT TO BE ADDED TO HIS BASE BID FORA TOTALLY DUCTED RETURN AIR SYSTEM. ABBREVIATIONS hVAC SYMBOLS A E I 0 T f \ SUPPLY AIR DIFFUSER ARROWS x INDICATE PATTERN. NO PATTERN SHOWN EQUALS 4 -WAY. RETURN AIR GRILLE / HIGH EFFECENY TAP WITH DAMPER AND ABV ABOVE A/C AIR CONDITIONER, AIR CONDITIONING, ABOVE CEILING AFF ABOVE FINISHED FLOOR ARCH ARCHITECT, ARCHITECTURAL ARI AIR CONDITIONING REFRIG INSTITUTE ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION $ AC ENGINEERS B EAT ENTERING AIR TEMPERATURE EC ELECTRICAL CONTRACTOR (DIV 15) EDS ENTERING DRY BULB ELEV ELEVATION ELEC ELECTRICAL ESP EXTERNAL STATIC PRESSURE EWE, ENTERING WET BULB EWC ELECTRICAL WATER COOLER EWT ENTERING WATER TEMPERATURE EXH EXHAUST EX, (E) EXISTING F ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH, INCHES IN WC INCHES OF WATER COLUMN THRU THROUGH TSTAT THERMOSTAT TYP TYPICAL U OA OUTSIDE AIR (VENTILATION AIR) OBD OPPOSED BLADE DAMPER FLEX DUCT (AT DIFFUSER CONNECTION). ROUND DUCT BRANCH TAKE -OFF FROM PD PRESSURE DROP PH PHASE PLBG PLUMBING PNL PANEL PSI POUNDS PER SQUARE INCH PRV PRESSURE RELIEF VALVE PVC POLYVINYL CHLORIDE K RECTANGULAR MAIN WITH CONICAL TAP. UL UNDERWRITERS LABORATORIES, INC. UON UNLESS OTHERWISE NOTED V DUCTWORK SIZE TRANSITION. KVA KILOVOLT -AMPS KW KILOWATTS KWH KILOWATT-HOUR L 12"0 a ROUND DUCTWORK. DIAMETER IN INCHES. p'% S TURNING VANES POINT OF CONNECTION - NEW TO EXISTING BD BACKDRAFT BLDG BUILDING BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE DOS BOTTOM OF STRUCTURE BTU BRITISH THERMAL UNIT C V VOLT, VENT VAV VARIABLE AIR VOLUME20"x VD VOLUME DAMPER VTR VENT THROUGH ROOF W y RECTANGULAR DUCTWORK. SIZE IN INCHES, 1 2" 1 FIRST NUMBER IS SIDE SHOWN. LAT LEAVING AIR TEMPERATURE LBS, # POUNDS LDS LEAVING DRY BULB LF LINEAR FEET LRA LOCKED ROTOR AMPS LWB LEAVING WET BULBREAD LWT LEAVING WATER TEMPERATURE M \� /\ SUPPLY OR OUTSIDE AIR DUCT FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FCO FLOOR CLEANOUT FLA FULL LOAD AMPS FLEX FLEXIBLE FP FIRE PROTECTION FPM FEET PER MINUTE FT FOOT, FEET °F DEGREES FAHRENHEIT G RA RETURN AIR RCP REFLECTED CEILING PLAN, RD ROOF DRAIN REQUIRED REV REVISION, REVISE RG RETURN GRILLE RLA RUNNING LOAD AMPS RPM REVOLUTIONS PER MINUTE (R) RELOCATE 5 MANUAL VOLUME DAMPER 0 THERMOSTAT C CARBON DIOXIDE SENSOR SMOKE DETECTOR SHEET W WATT, WIDTH V✓/ WITH WB WET BULB . RETURN OR RELIEF AIR DUCT CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CLG CEILING CO CLEANOUT CONN CONNECT, CONNECTION CW COLD WATER D DIFFUSER/GRILLE LABEL: B A - TYPE/DESIGNATIONDUCT B - NECK SIZE (INCHES) MAX MAXIMUM MBTU,MBH 1000 BTU PER HOUR MC MECHANICAL CONTRACTOR (DIV 15) MCA MINIMUM CIRCUIT AMPACITY MCB MAIN CIRCUIT BREAKER MD MOTORIZED DAMPER MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MOCP MAXIMUM OVER CURRENT PROTECTION MTD MOUNTED N C - AIRFLOW (CFM) G GAS GAL GALLON GC GENERAL CONTRACTOR GPM GALLONS PER MINUTE h SA SUPPLY AIR SAN SANITARY SD SMOKE DETECTOR SF SQUARE FEET, SQUARE FOOT SMACNA SHEET METAL A/C CONT NAT'L ASSOC SP STATIC PRESSURE SPEC SPECIFICATION STD STANDARD .► KEYNOTE REFERENCE O ROUND UC UNDERCUT DOOR I " FOR AIRFLOW 90 DEGREE DUCTWORK ELBOW DB DRY BULB DEG DEGREES DIA (OR O) DIAMETER DIM DIMENSION (D) DEMOLISH DN DOWN DWG DRAWING DX DIRECT EXPANSION W/ TURNING VANES. RADIUS DUCTWORK ELBOW ROUND OR RECTANGULAR. RECTANGULAR DUCTWORK BRANCH TAKE OFF H HEIGHT HORIZ HORIZONTAL HP HORSEPOWER, HEAT PUMP HTG HEATING HHTR VAC HEATER VENTILATING NC HW HOT WATER (E) EXISTING SEPARATE (R) RELOCATE PERMIT AD (D) DEMOLISH � APPROVAL REQUIRED N/A NOT APPLICABLE NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MFRS ASSOC. NFPA NATIONAL FIRE PROTECTION ASSOC. NTS NOT TO SCALE WITH 45 DEGREE BRANCH INLET. PEARLE MST° 1961 VISION A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 50UTI10ENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date By n Description n A 0 A Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com FRCH / Architecture, Inc., P.C. Seal Thorson =Baker H Associates CONSULTING 3030 West Streetsboro Road Richfield, Ohio 44286 ENGIN EER S (330) 659-6688 Ph. (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: REVISIONS ELEVATION NO. SHEET NO. 0 SECTION NO. SHEET NO. PROJECT TYPE: ▪ CORPORATE ❑ FRANCHISE LAB TYPE: O FULL LAB ▪ FINISH LAB SITE TYPE: 0 INDOOR LOCATION O OUTDOOR LOCATION DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. ❑ NEW ▪ RELOCATION O REMODEL (OPEN) ❑ REMODEL (CLOSED) ❑ NO LAB RECEIVED CITY OF TUKWILA MAR 192G16 ::3EH fI f CENT i E A Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. C6427 032580.000 Title MECHANICAL PLAN Date . 03.18.16 TBA Checked By • TBA Drawn By • Store Number C6427 Sheet M- I .0 Of cts031201612016-01951Cad\Mep12016-0195 M11.dwg, M-1.1, 3/18/201612:01:39 PM, 1:1 Ln 9 O N 3 eN REMOTE DAMPER ADJUSTMENT WHEN REQUIRED YOUNG REGULATOR #5020CC OR #830 -CC GALVANIZED SHEET METAL DUCT GALVANIZED ELBOW j\ MODEL No. WITH #270-301 OPERATOR SECURELY TAPE VINYL DUCT TO SHEET METAL MANUAL DAMPER WHEN ACCESSIBLE PLENUM COLLAR — COOLING DATA GAS HEATING DATA WITH A MINIMUM OF TWO (2) CONTINUOUS WRAPS OF DUCT TAPE. STRAP CLAMP OVER FLEX DUCT INSULATION $ VINYL TO SHEET METAL. TAPE INSULATION TO DUCT TO FORM A GOOD SEAL. �� SUPPLY AIR (CFM) TOTAL (MBH) METAL STRAP CLAMP! COOLING STAGES INPUT (MBH) OUTPUT (MBH) VOLTAGE (V-cp-Hz) UNIT MCA UNIT MOCP (TYPICAL) 2 PLACES RETAIL OTS DJO6ON08 5 500 2020 64 I 45 I 100 ,` 208 -230 -3 -GO 29 30 - (E)RTU-2 OD / BON YORK DJO6ON08 5 250 2235 INSULATED PLENUM NOTE: 45 I 100 80 208 -230 -3 -GO 29 30 - AiiiAIR FLOW SUPPLY //// INSULATED FLEXIBLE CONNECTION. (MAX. 5'-0") /111 IN VERTICAL ONLY in WITH FOIL FACING THERMAL INSULATINGE INSULATED ROUND REQUIRED FOR DUCT TO SUPPLY AIR MAIN FIRE RATED CEILINGS ONLYINSULATION SUPPLY AIR DIFFUSER in 7:41BLANKET t CABLE 3'-0" INSULATED FLEXIBLE CONNECTION 1111 111 ' / \ METAL LINEAR LINEAR DIFFUSER MOUNTING OPERATOR WITH COVER PLATE BAND SLOT DIFFUSER DETAIL I I FLEXIBLE DUCT MOUNTING DETAIL SCALE: NONE SCALE: NONE SLOPE TOP OF DUCT NOTES: FOR WATER DRAINAGE RECTANGU A DUCTWORK R ROUND I . HVAC CONTRACTOR TO COORDINATE INSULATION W/ROOFING CONTRACTOR FOR PROPER SEQUENCE TO PERMIT FLASHING AND COUNTER FLASHING \�/r\✓v _) DUCTWOR —' VARIES DUCT INSTALLATION. LINING ) ' 111 TO 2" MINIMUM COLLAR ROUND 45° LATERAL FITTING ROOF INSULATION „. i .-- ( \ % L , I� POP RIVET 18 GAUGE FABRICATED AND SEAL SEAM FULL PERIMETER GALV. METAL COUNTER FLASHING ROOF CURB RECTANGULAR "BUCKLEY FITTING" ROUND RECTANGU DUCTWORK R , DUCTWO BRANCH DUCT HEIGHT MINI' 4it 90° COMBINATION TEE DIMENSION 2" LESS THAN MAIN DUCT HEIGHT DIMENSION WITH OVAL RECTANGULAR TO RECTANGULAR -10111 EXISTING ROOF .._..a 0 DECK C .,. r ---- SEE SPECIFICATION FOR DUCT TO ROUND TAP BRANCH FLOW (IF IS 2/3 OF THRU FLOW) - DUCT BRANCH TAKE -OFF DETAIL /INSULATION BELOW ROOF EXHAUST DUCT THROUGH ROOF DETAIL SCALE: NONE 4 / SCALE: NONE EXISTING ROOFTOP HEAT PUIVP HVAC UNIT SCHEDULE TAG SERVICE MFR MODEL No. NOMINAL TONS MIN OA (CFM) SUPPLY FAN DATA COOLING DATA GAS HEATING DATA UNIT CHARACTERISTICS NOTES/ ACCESSORIES SUPPLY AIR (CFM) TOTAL (MBH) SENSIBLE (MBH) COOLING STAGES INPUT (MBH) OUTPUT (MBH) VOLTAGE (V-cp-Hz) UNIT MCA UNIT MOCP (E)RTU- I RETAIL YORK DJO6ON08 5 500 2020 64 I 45 I 100 80 208 -230 -3 -GO 29 30 - (E)RTU-2 OD / BON YORK DJO6ON08 5 250 2235 64 45 I 100 80 208 -230 -3 -GO 29 30 - NOTES/ACCESSORIES OUTSIDE AIR SCHEDULE � SPACE DESIGNATION FLOOR AREA (SF) MFR SPACE OUTSIDE AIR REQUIREMENTS (ASHRAE 62.1-20 I 0) SERVICE I REQUIRED OUTSIDE AIR (CFM) OCCUPANCY #/ 1000SQ.FT NUMBER OF PEOPLE CFM PER PERSON CFM PER SQ.FT. MINIMUM CFM SALES FLOOR 1466 15 22 7.5 0.12 426 (E) RTU- I 500 EMPLOYEE/BACK OF HOUSE 1154 5 22 5 0.06 224 (E) RTU -2 250 RESTROOM 114 NA NA NA NA NA NA MINIMUM OUTSIDE AIR REQUIRED = 650 CFM MINIMUM OUTSIDE AIR DELIVERED = 750 CFM EXHAUST FAN SCh EDU LE TAG SERVICE MFR MODEL No. AIRFLOW (CFM) ESP (IN WC) MOTOR (W) DRIVE VOLTAGE (V-4-1-12) NOTES EF- I LENS PROCESS COOK GC -144 100 0.4 98 DIRECT 120- I -GO SEE BELOW NOTES/ACCESSORIES I. AMCA SEAL $ U.L. LISTED 2. ROUND OUTLET COLLAR WITH INTEGRAL BACKDRAFT DAMPER 3. CONTROL WITH ROOM LIGHT SWITCH ELECTRIC UNIT HEATER SCHEDULE TAG MFR MODEL No. TYPE FAN CFM MBH HEATING CAPACITY (KW) VOLTAGE (V-4)) AMPS NOTES EUH- I Q -MARK CDF548 CEILING 300 10.2 3.0 208-3 14.4 SEE BELOW NOTES/ACCESSORIES I. ACCEPTABLE MANUFACTURERS: BRASCH, CHROMALOX, INDEECO, MARKEL, TRANE. 2. PROVIDE WITH RECESS MOUNTING ENCLOSURE, INTEGRAL DISCONNECT SWITCH, AND INTEGRAL THERMOSTAT. 3. FIELD CONVERT TO WATTAGE AND PHASE SPECIFIED. t1(r �b5 SEPARATE PERMIT AND APPROVAL REQUIRED PEARLE VISIONTM A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUP -CENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date By n Description n A n n Arch itect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com FRCH / Architecture, Inc., P.C. 13 Thorson. Baker ± Associates CONSULTING ENGINEERS 3030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: D REVISIONS ELEVATION NO. SHEET NO. 0 SECTION NO. I SHEET NO. PROJECT TYPE: ▪ CORPORATE ❑ FRANCHISE LAB TYPE: O FULL LAB 01 FINISH LAB SITE TYPE: O INDOOR LOCATION O OUTDOOR LOCATION....... DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. ❑ NEW ▪ RELOCATION ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) ❑ NO LAB RECEIVED CITY OF TUKWILA MAR 2 '2Va Pearle Standard Version Number: CCJ .0 Pearce Vision Project No. Architect's Project No. C6427 032580.000 Title MECHANICAL LEGEND AND D ETA I LS Date . 03.18.16 FBA Checked By • TBA Drawn By • Store Number C6427 Sheet M-I.I Of r H -r 7 C;;E=1,J ✓ r L ✓ T -f 1 L J_ tJ II\ /I II \\// I II / \/• 1 I/1 20I G -O 195 E0 I .dwg c QOI2 LUXOT11CA RETAIL 1 J FH L rr Tr Tr 7- L_ L - __L_. _ J_ - J_ T T T T T T I- J_ J_ - J_ .-. J_ - J_ J_ ▪ --------- - ` -- - -- -- -- - `----------- `----------- ^\ /4- /\ I I/ \I /\ / `I I \`\// I I \`// I /\ I I /\ I 1--I (SPS I I I I I I I I I I I I I LJ I I I I I I I I \\ I \ I L �I I r } T -T- _L. J_ 4 J_ +J- _L T L LJ_ I` /I -- yT- (SP/ Tr' 7- t- T.- T^ 1 J_ J__ J__ J___ J - -I I \`\/// I r ---7I I I /\ I I // \\ i L JI --- I -i- -I- -�- I I I I I I I I I I I L - 1 _; 1 ...4 .L. 1 sr) I I I I //\ I I I I _ 1/ \I ILL — v"--------------------__�---------- 7— 7— T` T ^ T ---r ----------------T J_� J_� J_� J_ J_� J_ J_ • I \V T -r7- 1 -r- '-F- TT J_ -L J_ L J- J- J- J_ -L J_ -L J- __ (SP) /'1 \\/ 1 "S I I I y / `LI - 1----C,�--- S_T_------------------L-Tyam----------------�/T -� - - F-�-------------------`-�- ------------------y -L J_ LJ_ 11II � 7 I II -II-----4-Q SJ CZ I I LI -r-r - - --_-r —L • r•--i-i_ F—_—�I-� � I II I I `/ I I II I I //\\ \ \/ I III IL ---JI - ---ic_ \ALL---_ -------- 1• 1 —L r---1 I I oi- 11 II //`\ • n. 1 ;I Di L ---J 1 11 1 11 1 L`_ _I I- I _ 1 +• -r 1--T -1 __ -I- d J 000 ELECTRICAL DEMOLITION PLAN SCALE: 1/4" = 1'-0" DEMOLITION KEY NOTES 1. EXISTING LIGHT FIXTURES AND SWITCHING DEVICES IN THIS AREA TO BE REMOVED COMPLETE TO SOURCE. . EXISTING ELECTRICAL, DATA, AND TELEPHONE DEVICES IN THIS AREA TO BE REMOVED COMPLETE TO SOURCE UNLESS NOTED OTHERWISE. 3. ALL DEVICES IN THE FLOOR SHALL BE REMOVED. ALL ASSOCIATED WIRE AND CONDUIT SHALL BE REMOVED COMPLETE TO SOURCE. E.C. SHALL PATCH FLOOR AS REQUIRED. 4. EXISTING RESTROOM LIGHT/EXHAUST FAN, WIRES, CONDUIT AND CONTROLS TO REMAIN. 5. EXISTING EXIT SIGNS TO REMAIN. G. EXISTING I 20/208V PANEL, WIRE $ CONDUIT TO REMAIN. 7. EXISTING EXIT SIGNS TO DE RELOCATED, REFER TO ELECTRICAL REFLECTIVE CEILING PLAN E. I . I . 8. EXISTING PHONE BOARD TO BE REMOVED. S. EXIS1 ING PHONE BOARD EQUIPMENT TO DE RELOCATED TO NEW PHONE BOARD. TRUE PLAN NORTH NORTH GENERAL DEMOLITION NOTES I . IN EVERY INSTANCE OF REMOVAL AND/OR REMODELING, THE ELECTRICAL CONTRACTOR SHALL FIGURE A COMPLETE JOB AS NONE OTHER SHALL BE ACCEPTED. 2. THE DRAWINGS ARE TO BE USED ONLY AS A GUIDELINE FOR REMOVAL. THE ELECTRICAL CONTRACTOR MUST VISIT THE SITE PRIOR TO BIDDING TO VERIFY ALL WORK REQUIRED FOR A COMPLETE JOB $ INCLUDE THE COST OF SUCH WORK IN HIS BID. 3. THE ELECTRICAL CONTRACTOR SHALL MAINTAIN EXISTING SERVICES TO $ IN THE EXISTING AREA AS REQUIRED. 4. IF NECESSARY, THE ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES IN THE EXISTING AREAS. 5. THE ELECTRICAL CONTRACTOR SHALL DISCONNECT $ REMOVE ELECTRIC SERVICE TO ALL MECHANICAL EQUIPMENT BEING REMOVED AS A RESULT OF THE REMODELING. C. ELECTRICAL EQUIPMENT $ DEVICES SHALL BE REMOVED COMPLETE INCLUDING CONDUIT $ WIRE. 7. FLUSH MOUNTED WALL OUTLETS SHALL BE BLANKED -OFF WITH A COVERPLATE. COVERPLATE COLOR SHALL BE SELECTED BY ARCHITECT. 8. ANY EXISTING CONDUIT, WIRING AND/OR ELECTRICAL $ MECHANICAL DEVICES BEING DISTURBED BY THE WORK SHALL BE REWORKED BY THIS CONTRACTOR AS REQUIRED TO RETURN TO ITS FORMER EXISTING OPERATING CONDITION. 9. ANY CIRCUITS FEEDING THROUGH DEVICES OR EQUIPMENT BEING RELOCATED, REWORKED, OR ABANDONED $ SERVING OTHER ELECTRICAL DEVICES, AND/OR EQUIPMENT SHALL BE MAINTAINED BY PROVIDING J -BOXES OR OTHER ACCEPTABLE METHOD AS REQUIRED. 10. ALL WALLS, CEILINGS, FLOORS, ETC., BEING DISTURBED BY THE WORK SHALL BE RETURNED TO FINISHED CONDITIONS TO MATCH EXISTING BY THE ELECTRICAL CONTRACTOR $ HE SHALL DO HIS OWN CUTTING $ PATCHING AS NECESSARY UNDER HIS CONTRACT. I I . EXISTING MATERIALS SHALL BE TURNED OVER TO THE OWNER. IF NOT REQUIRED BY OWNER, THE ELECTRICAL CONTRACTOR SHALL REMOVE THESE MATERIALS FROM THE PREMISES. 12. NO CONDUIT, BOXES, WIRING, OR CABLES SHALL BE INSTALLED WITHIN I I/211 OF THE LOWEST POINT OF THE UNDERSIDE OF THE ROOF DECKING, NOR SHALL THEY BE INSTALLED CONCEALED WITHIN METAL -CORRUGATED ROOF DECKING. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE AND/OR REWORK EXISTING CONDUIT, BOXES, WIRING, AND CABLING THAT IS NOT IN COMPLIANCE WITH THIS REQUIREMENT. 13. ALL CONDUIT AND CABLING SHALL BE PROPERLY SUPPORTED AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE AND/OR REWORK EXISTING CONDUIT AND/OR CABLING THAT IS NOT IN COMPLIANCE WITH THIS REQUIREMENT. 14. CONTRACTOR SHALL FIELD VERIFY SLAB ON GRADE FLOOR CONSTRUCTION TYPE PRIOR TO CUTTING. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR CUT A STRUCTURAL FLOOR SLAB THICKER THAN FOUR (411) INCHES WITHOUT PRIOR WRITTEN APPROVAL FROM ENGINEER OF RECORD. NOTIFY ENGINEER OF RECORD OF ANY SLAB THICKNESS GREATER THAN FOUR (411) INCHES PRIOR TO PROCEEDING WITH ANY SAW CUTTING. Divoot SEPARATE ER SIT AND APPROVAL REQUIRED PEARLE Eirro VISION' A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date Description A A Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com F CI -I / Ar-chiLcture, Inc., P.C. Seal �xP;res: 4113117 Thorson ;Baker + CONSULTING E 3030 West Streetsboro Road Richfield, Ohio 44286 Associates NGINEERS (330) 659-6688 Ph. (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: D REVISIONS ELEVATION NO. SHEET NO. ODOOR NUMBER ROOM NAME ROOM NUMBER SECTION NO. I SHEET NO. PROJECT TYPE: ▪ CORPORATE O FRANCHISE LAD TYPE: O FULL LAS a FINISH LAS SITE TYPE: ❑ INDOOR LOCATION ▪ OUTDOOR LOCATION pERINI T CENTER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. O NEW a RELOCATION ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) ❑ NO LAB RECEIVED CITY OF TUKWILA MAR 2 9 2016 Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. C6427 032580.000 Title ELECTRICAL DEMOLITION PLAN Date . 03.18.16 TBA Checked By • TBA Drawn By . Store Number C6427 Sheet E-0.1 Of KEY NOTES MARK DESCRIPTION OTO PROVIDE TELEPHONE TERMINAL BOARD: 4'x8'x3/4" FIRE RATED PLYWOOD PAINTED MATCH WALL, MOUNT TIGHT TO THE CEILING. PROVIDE (2) QUAD RECEPTACLES IN THE VICINITY OF THE TELEPHONE TERMINAL BOARD, COORDINATE LOCATION IN FIELD. 02 NOT USED. 03 PROVIDE RECEPTACLE FOR ELECTRIC WATER COOLER (EWC). COORDINATE WITH THE GENERAL CONTRACTOR AND PLUMBING CONTRACTOR FOR MOUNTING HEIGHT AND LOCATION PRIOR TO ROUGH -IN. FIELD VERIFY LOCATION OF EXISTING WATER COOLER CIRCUIT, MATCH WIRE AND CONDUIT SIZES, MAKE JUNCTIONS, AND EXTEND TO NEW LOCATION. WIRE COMPLETE. O PROVIDE ELECTRICAL CONNECTION AND 30/2 DISCONNECT SWITCH TO NEW WATER HEATER. COORDINATE WITH THE PLUMBING CONTRACTOR PRIOR TO ROUGH -IN, WIRE COMPLETE. p PROVIDE CEILING MOUNTED SHOW WINDOW RECEPTACLES IN THIS VICINITY. 06 NOT USED. O NOT USED. O EXISTING ROOFTOP UNIT. VERIFY DISCONNECT SWITCH IS OPERATIONAL AND FUSED CORRECTLY, REPLACE AS REQUIRED. p PROVIDE FLOOR FURNITURE FEEDS VIA TRENCHING FOR POWER AND TELE/DATA TO FREESTANDING FIXTURES. PROVIDE DEVICES AND DEVICE QUANTITIES AS SPECIFIED IN THE FIXTURE MILLWORK DETAIL, ON SHEET E2. I . E.C. SHALL COORDINATE INSTALLATION AND CONNECTION REQUIREMENTS WITH FURNITURE MANUFACTURER REPRESENTATIVE. (NOTE: CONDUITS SHOWN FOR ROUTING PURPOSES ONLY, REFER TO DETAILS FOR CONDUIT SIZES AND QUANTITIES) COORDINATE CORE DRILLING WITH LANDLORD AND GENERAL CONTRACTOR PRIOR TO START OF WORK. TA 10 E.C. SHALL ROUTE CONDUIT WITHIN CABINET AND MOUNT ALL JUNCTION BOXES FOR POWER AND DATA IN CABINET. CONFIRM FINAL LOCATIONS WITH ARCHITECT AND OWNER PRIOR TO ROUGH IN. REFER TO FIXTURE MILLWORK DETAILS ON SHEET E2. I . GENERAL NOTES A. ALL MATERIAL SPECIFICATIONS ARE LOCATED ON THE "SPECIFICATION SCHEDULE". B. ALL TELEPHONE CABLING/DATA CABLING TO BE RUN IN CONDUIT TO 6" ABOVE CEILING. PROVIDE 6' OF EXTRA CABLING AT ALL TELEPHONE/DATA TERMINATIONS. ALL CABLING SHALL BE PLENUM RATED. RUN PHONE/DATA CABLING COMPLETELY IN CONDUIT IF LOCAL CODES/MUNICIPALITIES REQUIRE IT (FIELD VERIFY). ALL CABLING SHALL BE ROUTED AWAY FROM ALL ELECTRIC EQUIPMENT (WITH -IN 18") AND SECURED TO STRUCTURE ABOVE. C. ALL MOUNTING HEIGHTS FROM THE CENTERLINE OF THE BOX TO THE FINISHED FLOOR ARE AS FOLLOWS, UNLESS NOTED OTHERWISE ON PLAN: SWiTChE5-48", ELECTRICAL TELEPHONE/DATA OUTLETS- 18", THERMOSTATS -5'-0", TOP OF PANELBOARDS-6'-6", TIMECLOCKS-5'-O". FOR ALL LENS PROCESSING ROOM OUTLET MOUNTING HEIGHTS SEE EQUIPMENT WIRING SCHEDULE. D ALL ROOF PENETRATIONS TO BE COORDINATED WITH THE LANDLORD'S DESIGNATED ROOFING CONTRACTOR. E. FLEXIBLE CONDUIT SHALL BE USED FOR ALL FINAL CONNECTIONS TO MILLWORK, INTERIOR LIGHTING FIXTURES, AND EQUIPMENT. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL BE 6'-0". F. CONDUIT AND OUTLETS FOR SECURITY, DATA, TELEPHONE, AND ELECTRIC MAY REQUIRE REMOVAL OF CONCRETE SLAB OR ROUTING OF CONDUIT UNDER FLOOR IN SPACE BELOW. G. DISCONNECT SWITCHES SHALL BE GENERAL DUTY IN APPROPRIATE NEMA ENCLOSURES. A LINE VOLTAGE, HORSEPOWER RATED DISCONNECT SWITCH SHALL BE INSTALLED ADJACENT TO EACH MOTOR. • H. ELECTRICAL EQUIPMENT EXPOSED TO WEATHER MUST BE WEATHERPROOF. I. REFER TO THE MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT AND REQUIRED ELECTRICAL CONNECTIONS. J ALL TEMPORARY WIRING SHALL BE REMOVED WHEN PERMANENT POWER IS AVAILABLE. K IF INSTALLATION VARIES FROM THE CONTRACT DRAWINGS, THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING "AS BUILT" DRAWINGS FROM THE SUBCONTRACTORS AND SUBMITTING SAME TO LUXOTTICA AND THE LANDLORD. L. IT IS THE E.C.'S RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM (WITH -IN I 0%). M SEE ARCHITECTURAL ELEVATIONS FOR ADDITIONAL INFORMATION ON PLACEMENT OF OUTLETS $ SWITCHES. N. FOR ALL MILLWORK ELECTRIC, DATA, AND TELEPHONE OUTLETS, REFER TO THE DETAILS ON SHEETS E I .2, E2. I , AND A3.0. O ALL DATA/PHONE CABLING MUST BE PROPERLY IDENTIFIED W/ NUMBER AND/OR COLOR SYSTEM AT BOTH ENDS. P. ANY PENETRATIONS THROUGH FIRE-RESISTANT/RATED WALLS, PARTITIONS, FLOORS, AND CEILINGS SHALL BE FIRESTOPPED USING APPROVED METHODS TO MAINTAIN THE FIRE RESISTANCE RATING. Q. RECEPTACLE CIRCUITS UP TO 100'-0" IN LENGTH SHALL UTILIZE # 12 CONDUCTORS MINIMUM. RECEPTACLE CIRCUITS FROM 101'-0" TO 150'-0" IN LENGTH SHALL UTILIZE #10 CONDUCTORS MINIMUM. RECEPTACLE CIRCUITS FROM 15 I'-0" TO 250'-0" IN LENGTH SHALL UTILIZE #8 CONDUCTORS MINIMUM. RECEPTACLE CIRCUITS ABOVE 250'-0" IN LENGTH SHALL UTILIZE #6 CONDUCTORS MINIMUM. R. E.C. SHALL PROVIDE JUNCTION BOX AND RACEWAY FOR THERMOSTATS. THERMOSTATS AND TEMPERATURE SENSORS INSTALLED AND WIRED BY MECHANICAL CONTRACTOR. COORDINATE EXACT LOCATIONS AND MOUNTING HEIGHTS WITH MECHANICAL CONTRACTOR. TYPICAL OF ALL. S DUCTWORK AND PIPING SHALL NOT BE ROUTED OVER ELECTRIC PANELS OR TRANSFORMERS. T. IT IS THE RESPONSIBILITY OF THE E.C. TO REVIEW ALL ARCHITECTURAL DRAWINGS, ELECTRICAL DRAWINGS AND NOTES TO INSURE THAT ALL ELECTRICAL REQUIREMENTS ARE MET. U ALL WORK SHALL BE IN STRICT ACCORDANCE WITH NATIONAL ELECTRIC CODE AND ALL LOCAL CODES AND ORDINANCES. CONTRACTOR SHALL ENSURE THE INSTALLATION OF HOSPITAL GRADE MC CABLE COMPLIANT WITH NEC 517 IN JURISDICTIONS WHERE REQUIRED. V IF APPLICABLE, ALL OUTLETS IN THE LENS PROCESSING ROOM ARE TO BE LABELED WITH PANEL AND CIRCUIT NUMBER. W. REFER TO SHEET E I .2 FOR TELEPHONE AND DATA OUTLET LOCATIONS. X THE E.C. SHALL VERIFY THE VOLTAGE AND COMPATIBILITY OF ALL EQUIPMENT, FIXTURES AND MILLWORK PRIOR TO CONNECTION. Y.REFER TO SHEET E2.0 FOR MORE INFORMATION REGARDING THE ELECTRICAL nIc'iTRIRI ITW»J F(JIIIPMFNIT A-40,42 PANEL 'B' PANEL 'A' EXISTING TO REMAIN (ESC) EMPLOYEE 208V, I RESTROOM 1.5 K WH- I (EX) PUBLIC RESTROOM LENS PROCESS ROOM RETAIL SALES AREA 101 (EX) 5'-O" B- 13 B- 14 EXISTING TIMECLOCKTO REMAIN B-18 B-15 A- 13 B- 12 EUH- I 208V, 34) 3KW TELEPHONE BOARD FIORE RTU -2 (EX) (ON ROOF) 208V, 34) MCA-. 29 MOCP- 30 (5)DATA (5)TELE O A-10,12,14 0 FIRE RTU -1 (EX) (ON ROOF) 208V, 34) MCA- 29 MOCP- 30 14'-10" 10'-0" A-27,29,31 A-37,39,41 GFI A-32 (TIE) A-32 (TIE) OFFICE EMPLOYEE AREA PUBLIC HALLWAY I OS OFFICE CONTACT LENS CLOSET EQUIPMENT WIRING SCHEDULE # ITEM • "' • " - • r ELECT VOLTS/ AMPS A HT AFF AIR WTR SAN DATA 6 LENSOMETER (MANUAL) `'I_ Topcon LM -8E 120V I .OFLA •- 42 DOORBELL BUZZER DOOR BELL DOOR BELL/BUZZER PUSHBUTTON DOOR BELL/BUZZER TRANSFORMER AFC ABOVE FINISHED CEILING AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AMP AMPERES ANSI AMERICAN NAT'L STANDARDS INSTITUTE I I ADIAMOND HAND EDGER WECO 590 N/A 120V/ 10.OFLA NEMA #5 20R 42 jjj PF POWER FACTOR 2 IEYE NET STATION N/A N/A 120V 2.OFLA NEMA #5-20R IG DC 42 INFLOOR/UNDERFLOOR CONDUIT/WIRE •B INDICATES LI 5-20R RECEPTACLE • "C" INDICATES L22 -30R RECEPTACLE DUPLEX RECEPTACLE 125 VOLT, 2 POLE, 3 WIRE, 20 AMPERE MOUNTED IN FLOOR BOX. • "C" INDICATES MOUNTED IN CEILING COMBINATION DUPLEX RECEPTACLE AND VOICE/DATA OUTLET MOUNTED IN FLOOR BOX. DOUBLE DUPLEX RECEPTACLE 125 VOLT, 2 POLE, 3 WIRE, 20 AMPERE MOUNTED IN FLOOR BOX. FIRE RATED POKE THROUGH DEVICE • "P" INDICATES DUPLEX RECEPTACLE - 125 VOLT, 2 POLE, 3 WIRE, 20 AMPERE • "T" INDICATES TELEPHONE/DATA SINGLE POLE TOGGLE TYPE 120/277 VOLT I HP RATED, 20 AMPERE, MOUNTED AT 48 AFF UNLESS OTHERWISE NOTED: • "3" INDICATES THREE WAY SWITCH •TYPE, • "4" INDICATES FOUR WAY SWITCH ■ "C" INDICATES SWITCH MOUNTED 8" ABOVE COUNTER • "P" INDICATES ILLUMINATED TOGGLE SWITCH • "a" INDICATES SWITCHED FIXTURE CONTROL "OS" INDICATES OCCUPANCY SENSOR SWITCH "D"INDICATES DIMMER SWITCH -WATTAGE AS INDICATED ON PANEL SCHEDULE. EACH BRANCH CIRCUIT SHALL INCLUDE A SEPARATE NEUTRAL CONDUCTOR• • "DF" INDICATES FLUORESCENT DIMMER SWITCH WATTAGE AS INDICATED ON PANEL SCHEDULE. EACHI BRANCH CIRCUIT SHALL INCLUDE A SEPARATE NEUTRAL CONDUCTOR X 2 I A PRINTER N/A N/A 120V 2.OFLA NEMA #5-20R IG DC 42 HTR HVAC HZ K HEATER HEATING, VENTILATING $ A/C HERTZ Q_P LLJJ X 22 FRAME WARMER (HOT AIR) HILCO TEMPMASTER N/A 120V/ 13.OFLA NEMA #5-20R 42 KILOVOLT AMPS KILOWATTS KILOWATT-HOUR J O ❑J . - INDICATED ON PLAN JUNCTION BOX DISCONNECT SWITCH UNFUSED -"AS" - INDICATES AMPERE SWITCH SIZE DISCONNECT SWITCH FUSED: •"AF" INDICATES AMPERE FUSE SIZE DRY TYPE TRANSFORMER DUPLEX RECEPTACLE - 1 25 VOLT 2 POLE, 3 WIRE, GROUNDING 20 AMPERE, MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED: • "2" INDICATES CIRCUIT NUMBER • "54" INDICATES 54" AFF • "C" INDICATES MOUNTED 8" ABOVE COUNTER • "E" EXISTING TO REMAIN"W' • "WP" INDICATES WEATHERPROOF COVER • D" DEDICATED CIRCUIT • "GFI" INDICATES GROUND FAULT CIRCUIT INTERRUPTER TYPE NEMA L6 20R RECEPTACLE NEMA L 15 20R RECEPTACLE 23 DYE TANK (9 POT) PHANTOM 9V SPOT BPI SPOT SEMITECH SPOT 120V/ 6.7FLA NEMA #5-20R 42 LOCKED ROTOR AMPS LIGHTING SF T SQUARE FEET, SQUARE FOOT THRU TYP U 24 ULTRA SONIC CLEANER VIGOR CL -2010 BRANSON 1510 120V/ I.OFLA NEMA #5-20R 42 UNDERWRITERS LABORATORIES, INC. UNLESS OTHERWISE NOTED UNINTERRUPTABLE POWER SUPPLY & eA 0, CEP 0 V VA 30A FRAME BUFFER (SMALL) VIRGO DC- 1050/0 N/A 120V/ 6.6FLA NEMA #5-20R 42 WATT, WIDTH PE ; r iT A D • APPcR`sOVAL (0 __Dot, FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FLA FULL LOAD AMPS CT C/1/1T CCCT 4 I FLEXIBLE DRILL PRESS CUSTOM OPTICAL MO -120 N/A 120V/ 2.5 FLA NEMA #5-20R 42 42 MARK FINDER PALID N/A 120V/ I .OFLA NEMA #5-20R 42 43 SPECTROMETER SPECTRUM 400Z N/A 120V/ I .OFLA NEMA #5-20R 42 47C LENS EDGER BRIOT ACCURA N/A 120V/ 8.3FLA NEMA #5-20R 42 IOCA1 CONTACT LENS ROOM REFRACTION ROOM REFRACTION ROOM ELECTRICAL POWER PLAN SCALE: 1/4" = I '-0" 104 PRE-TEST ROOM FILE STORAGE CLOSET RECEPTION AREA TRUE PLAN NORTH NORTH (11) I 03A ABBREVIATIONS ELECTRICAL SYMBOLS A G O 1.3.5 HOMERUN TO PANEL "A", CIRCUIT #1,3,5 (VIA 20A -IP —0,— A CIRCUIT BREAKERS), TWO #12 CONDUCTORS FOR EACH CIRCUIT (MINIMUM SIZE), UON. A GROUNDING CONDUCTOR SHALL BE PROVIDED IN ALL CONDUITS. REFER TO SPECIFICATIONS FOR ADDITIONAL GROUNDING REQUIREMENTS. +DOUBLE DUPLEX RECEPTACLE - 125 VOLT, 2 POLE, 3 WIRE, GROUNDING TYPE, 20 AMPERE, MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED. SINGLE (SIMPLEX) RECEPTACLE, TYPE AND MOUNTING AS INDICATED ON THE DRAWINGS. • • "A" INDICATES LG -20R RECEPTACLE 13 LIGHT FIXTURE: "A" INDICATES FIXTURE TYPE, "13" INDICATES a CIRCUIT NUMBER, "a" INDICATES SWITCH CONTROL. REFER TO LUMINAIRE SCHEDULE FOR DESCRIPTION. EMERGENCY NL LIGHTING CIRCUIT "NL"LIGHTING FIXTURE IFI DILATES WIRED ABALLAST WIRED OS NIGHT LIGHT U` O DOORBELL BUZZER DOOR BELL DOOR BELL/BUZZER PUSHBUTTON DOOR BELL/BUZZER TRANSFORMER AFC ABOVE FINISHED CEILING AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AMP AMPERES ANSI AMERICAN NAT'L STANDARDS INSTITUTE G GC GFI, GFIC GRND GAS, GROUND GENERAL CONTRACTOR GROUND FAULT INTERRUPTER GROUND OC OSHA ON CENTER OCCUPATIONAL SAFETY$HEALTH ADMIN A • jjj PF POWER FACTOR T ARCH ARCHITECT, ARCHITECTURAL ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION $ AC ENGINEERS AWG AMERICAN WIRE GAUGE B PH PVC p K PHASE POLYVINYL CHLORIDE INFLOOR/UNDERFLOOR CONDUIT/WIRE •B INDICATES LI 5-20R RECEPTACLE • "C" INDICATES L22 -30R RECEPTACLE DUPLEX RECEPTACLE 125 VOLT, 2 POLE, 3 WIRE, 20 AMPERE MOUNTED IN FLOOR BOX. • "C" INDICATES MOUNTED IN CEILING COMBINATION DUPLEX RECEPTACLE AND VOICE/DATA OUTLET MOUNTED IN FLOOR BOX. DOUBLE DUPLEX RECEPTACLE 125 VOLT, 2 POLE, 3 WIRE, 20 AMPERE MOUNTED IN FLOOR BOX. FIRE RATED POKE THROUGH DEVICE • "P" INDICATES DUPLEX RECEPTACLE - 125 VOLT, 2 POLE, 3 WIRE, 20 AMPERE • "T" INDICATES TELEPHONE/DATA SINGLE POLE TOGGLE TYPE 120/277 VOLT I HP RATED, 20 AMPERE, MOUNTED AT 48 AFF UNLESS OTHERWISE NOTED: • "3" INDICATES THREE WAY SWITCH •TYPE, • "4" INDICATES FOUR WAY SWITCH ■ "C" INDICATES SWITCH MOUNTED 8" ABOVE COUNTER • "P" INDICATES ILLUMINATED TOGGLE SWITCH • "a" INDICATES SWITCHED FIXTURE CONTROL "OS" INDICATES OCCUPANCY SENSOR SWITCH "D"INDICATES DIMMER SWITCH -WATTAGE AS INDICATED ON PANEL SCHEDULE. EACH BRANCH CIRCUIT SHALL INCLUDE A SEPARATE NEUTRAL CONDUCTOR• • "DF" INDICATES FLUORESCENT DIMMER SWITCH WATTAGE AS INDICATED ON PANEL SCHEDULE. EACHI BRANCH CIRCUIT SHALL INCLUDE A SEPARATE NEUTRAL CONDUCTOR ' '// / EM ® LIGHTING FIXTURE WITH EMERGENCY BALLAST WIRED TO EMERGENCY LIGHTING CIRCUIT. FIXTURE ON UNSWITCHED LEG OF CIRCUIT. ILLUMINATED "EXIT" SIGN LIGHTING FIXTURE. CEILING MOUNTED OR WALL MOUNTED. PROVIDE DIRECTIONAL ARROWS AS INDICATED ON FLOOR PLANS. EMERGENCY LIGHTING BATTERY UNIT W/ HEADS AS INDICATED. TIME CLOCK COMBINATION VOICE/DATA OUTLET - MOUNTED AT 1 8" AFF UNLESS OTHERWISE NOTED. PROVIDE SINGLE GANG BOX WITH PLASTER RING AND 3/4" CONDUIT TO ABOVE THE ACCESSIBLE CEILING. "W" INDICATES WALL MOUNTED AT 54" AFF, "C" INDICATES MOUNTED 8 ABOVE COUNTER. TELEPHONE OUTLET MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED. PROVIDE SINGLE GANG BOX WITH PLASTER RING AND 3/4" CONDUIT TO ABOVE THE ACCESSIBLE CEILING. "W" INDICATES WALL MOUNTED AT 54" AFF, "C" INDICATES MOUNTED 8" ABOVE COUNTER, "P" INDICATES PUBLIC TELEPHONE OUTLET - COORDINATE MOUNTING HEIGHT. DATA OUTLET: FOR EYENET/POS SYSTEM LENS PROCESSING ROOM DEVICES - MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED. PROVIDE SINGLE GANG BOX WITH PLASTER RING AND 3/4"CONDUIT TO ABOVE THE ACCESSIBLE CEILING.SEPARATE INDICATES WALL MOUNTED AT 54 AFF, C INDICATES MOUNTED 8" ABOVE COUNTER. "N"INDICATES DATA OUTLET FOR NON-EYENET/POS SYSTEM LENS PROCESSING ROOM DEVICESREQUIRED F FIRE ALARM MANUAL PULL STATION MOUNTED AT 48" AFF. FIRE ALARM AUDIOVISUAL ALARM SIGNAL WALL MOUNTED AT 80" AFF. FIRE ALARM VISUAL ONLY ALARM SIGNAL WALL MOUNTED AT 80" AFF. FIRE ALARM SMOKE DETECTOR FIRE ALARM DUCT MOUNTED SMOKE DETECTOR FURNISHED AND MOUNTED BY MC, WIRED BY EC CONDUIT RUN CONCEALED IN WALL OR CEILING CONDUIT RUN CONCEALED IN FLOOR OR MILLWORK HOMERUN-TICKS INDICATE HOT * NEUTRAL QUANTITIES ELECTRICAL PANEL NON-FUSED DISCONNECT SWITCH FUSED DISCONNECT SWITCH MOTOR TELEPHONE TERMINAL BOARD SEIPARATE fi HTR HVAC HZ K HEATER HEATING, VENTILATING $ A/C HERTZ Q_P LLJJ O CIRCUITRY TURNING UP PANELBOARD - VOLTAGE INDICATED TELEPHONE BACKBOARD 3/4" FIRE RATED PLYWOOD, SIZE EN 5D RCP REV REX RLA RM REFLECTED CEILING PLAN, REVISION, REVISE REMOVE EXISTING RUNNING LOAD AMPS ROOM BKR BREAKER BLDG BUILDING BMS BUILDING MANAGEMENT SYSTEM C KVA KW KWH L KILOVOLT AMPS KILOWATTS KILOWATT-HOUR J O ❑J . - INDICATED ON PLAN JUNCTION BOX DISCONNECT SWITCH UNFUSED -"AS" - INDICATES AMPERE SWITCH SIZE DISCONNECT SWITCH FUSED: •"AF" INDICATES AMPERE FUSE SIZE DRY TYPE TRANSFORMER DUPLEX RECEPTACLE - 1 25 VOLT 2 POLE, 3 WIRE, GROUNDING 20 AMPERE, MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED: • "2" INDICATES CIRCUIT NUMBER • "54" INDICATES 54" AFF • "C" INDICATES MOUNTED 8" ABOVE COUNTER • "E" EXISTING TO REMAIN"W' • "WP" INDICATES WEATHERPROOF COVER • D" DEDICATED CIRCUIT • "GFI" INDICATES GROUND FAULT CIRCUIT INTERRUPTER TYPE NEMA L6 20R RECEPTACLE NEMA L 15 20R RECEPTACLE 1►►� • TC V V SD �� C CONDUIT CATV CABLE TELEVISION SYSTEM CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT CLG CEILING D LRA LTG M LOCKED ROTOR AMPS LIGHTING SF T SQUARE FEET, SQUARE FOOT THRU TYP U THROUGH TYPICAL MAX MCA MCB MN MIN MOCP MTD N MAXIMUM MINIMUM CIRCUIT AMPACITYSWITCH MAIN CIRCUIT BREAKER MANHOLE, METAL HALIDE MINIMUM MAXIMUM OVER CURRENT PROTECTION MOUNTED , N, \dee I' „ dB DECIBEL DIA (OR O)DIAMETER DISC DISCONNECT DN DOWN DWG DRAWING E UL UON UPS V UNDERWRITERS LABORATORIES, INC. UNLESS OTHERWISE NOTED UNINTERRUPTABLE POWER SUPPLY & eA 0, CEP 0 V VA VOLT, VENT VOLT-AMPERE, VALVE N/A NEC NEMA NFPA NIC N.O. NTS NOT APPLICABLE NATIONAL ELECTRICAL CODE• NATIONAL ELECTRICAL MFRS ASSOC. NATIONAL FIRE PROTECTION ASSOC. NOT IN CONTRACT NORMALLY OPEN NOT TO SCALE ETR EXISTING TO REMAIN EWC ELECTRICAL WATER COOLERW EXH EXHAUST EX, EXIST EXISTING F A W WATT, WIDTH PE ; r iT A D • APPcR`sOVAL (0 __Dot, FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FLA FULL LOAD AMPS CT C/1/1T CCCT PEARLE It TO VISION A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 50UTt10ENTER SQUARE I 7 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date By n Description A n n A Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com F�C11 / Architcture, Inc., P.C. Seal Eq.re-St c((3(17 Thorson a Baker Associates CONSULTING ENGINEERS 3030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: D REVISIONS ELEVATION NO. SHEET NO. 0 SECTION NO. I SHEET NO. PROJECT TYPE: ▪ CORPORATE ❑ FRANCHISE LAB TYPE: ❑ FULL IAB ▪ FINISH LAB SITE TYPE: 0 INDOOR LOCATION ▪ OUTDOOR LOCATION DOOR NUMBER 'ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. ❑ NEW ▪ RELOCATION ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) ❑ NO LAB RECEIVED CITY OF TUKWILA MAR 2 9 2O6 PERMIT CENTER rearle Standard Version Number: Ecc'.o Pearle Vision Project No. Architect's Project No. C6427 032580.000 Title ELECTRICAL POWER FLAN Date Drawn By . 03.18.16 . TBA Checked By • TBA Store Number C6427 Sheet E - I .0 Of 201 6-01 95 El PANEL '5' PANEL 'A' EXISTING TO REMAIN EXISTING TIMECLOCKTO REMAIN 0 BON LIGHTING '5-3' SPST 0 0 0 a a � 0 0 0 0 0 SALES LIGHTING 'B-6' SPST SHOW WINDOW LIGHTING '5-4' SPST SALES TRACK '5-7' SPST SALES ACCENT/ TRACK '5-5' SPST (EX) EMPLOYEE RESTROOM III (EX) PUBLIC RESTROOM 112 (EX) 8'_0" LENS PROCESS ROOM RtIAIL SALES AREA 101 B-3 00 OEX) LIGHT/ EXHUAST 1 0E4 LIGHT/ EXHL AST OC MASTER LIGHTING SWITCH BANK SCALE: NONE OFFICE 0 a B-7 B t A TW A A TW T&W TEM/ 7W T8W A A T&W A A A TEN T&W A B - T6W TW EMPLOYEE AREA T!03 PUBLIC HALLWAY 106 OFFICE 107 CONTACT LENS CLOSET CONTACT LENS ROOM 10G ELECTRICAL REELECTED CEILING PLAN SCALE: 1/4" = I '-0" REFRACTION ROOM 105 REFRACTION ROOM 104 LIGHTING SPECT EICATIONS SYMBOL TYPE MANUFACTURER PART -NUMBER INPUT WATTS LAMP QTY LAMP TYPE DESCRIPTION MOUNTING CEILING TYPE O LIGHT/EXHAUST FAN WIRING, CONDUIT, $ CONTROLS ARE EXISTING TO REMAIN. E.C. SHALL RELAMP ALL FIXTURES PRIOR TO STORE OPENING BUT NOT DURING HEAVY CONSTRUCTION PERIOD. A A -EM MERCURY A = 54E340BIAX9WELBUNI A EM = SAME WITH EMERGENCY 102 3 OSRAM FT4ODL/25W/830/SS/IS/ECO RECESSED 2X2 WITH 3" DEEP WHITE 5- CELL PARABOLIC LOUVER, (3) BIAX LAMPS AND ELECTRONIC BALLAST. RECESSED ACT A L 03W BW LIGHTOLIER I I 0 I F264U/ I I 0 I CLW (white) 42 I OSRAM CF42DT/E/IN/38W/SS/530 /ECO LYTECASTER 6" VERTICAL CFL DOWNLIGHT WITH 42W TT SUPER SAVER LAMP. PROVIDE ALL NECESSARY MOUNTING HARDWARE AND TRIM RINGS FOR DIFF. CEILING CONDITIONS. RECESSED SEE PLANS ®a D LIGHTOLIER 1102P1/1105 19 I OSRAM CFL 19/BR40/827/DIM/RP LINE VOLTAGE 6-3/4" APERTURE BLACK STEP BAFFLE DOWNLIGHT. 120V. RECESSED ACT G G EM TEXAS FLUORESCENT G = 54E340BIAX9WELBUNI GEM = SAME WITH EMERGENCY 68 2 OSRAM FT4ODU28W/830/SS/IS/ECO RECESSED 2X2 WITH 3" DEEP WHITE 9- CELL PARABOLIC LOUVER, (2) BIAX LAMPS AND ELECTRONIC BALLAST. RECESSED ACT G _Err PVP PROGRESS LIGHTING MADISON MINI -PENDANT P5078-20 100 I QT QUAD LAMP COMPACT FLUORESCENT, OSRAM CF26DD/E/830 MINI PENDANT HOLDER, WHITE FINISH. 5 1/4" W. CANOPY DIAMETER, 10' CORD LENGTH. ELECTRONIC 120V BALLAST. cULus LISTED. GLASS SHADE PURCHASED SEPARATELY. SUSPENDED ACT 6 PWS PROGRESS LIGHTING MADISON P3 16I 20 100 I QT QUAD LAMP COMPACT FLUORESCENT, OSRAM CF26DD/E/830 MIN. MOUNTING HEIGHT 80" AFF TO BOTTOM OF FIXTURE SURFACE DRYWALL • 4W 6w T8W T4W TGW T8w INTENSE I S4W = 4ft TRACK I56W = 6ft TRACK I S8W = 8ft TRACK N/A N/A N/A ONE CIRCUIT TRACK POWER SYSTEM IN WHITE FINISHES SURFACE SEE PLANS b rPvv TPW INTENSE ITL3 I W (WHITE) 12 I TPCI LED 12E26P3OSNFL PAR3O FRONT LOADING GIMBAL RING TRACK HEAD. NEW STORES, TRACK ADAPTOR FOR INTENSE TRACK. OLDER STORES, REUSING TRACK, CONFIRM TRACK TYPE FOR CORRECT ADAPTOR. LAMP WITH LED LAMP. TRACK N/A 'W TW INTENSE ITH79 W 070 (WHITE) 70 I OSRAM SYLVANIA MC70T/U/G 12/830 WALLPRO CMH WALLWASHER TRACKHEAD IN WHITE FINISHES, 3000K COLOR. TRACK N/A X3 X3 LIGHT ALARMS QLXN500G-N 3 N/A N/A THERMOPLASTIC EXIT SIGN WITH GREEN LETTERS. WHITE FINISH. GREEN LED INCLUDED. SURFACE SEE PLANS X4 LIGHT ALARMS LCA-2SQ I I N/A N/A THERMOPLASTIC EMERGENCY LIGHT WITH HALOGEN LAMPS AND SEALED LEAD -CALCIUM BATTERY. SURFACE SEE PLANS DECORATIVE LIGHTING PV -FN -208 LITE SOURCE (CAPITOL LIGHT) LS -2I 276 13 I OSRAM SYLVANIA LED I 4A19/DIM/0/827 DESK LAMP WITH DARK BRONZE FINISH- (I) PER CONSULTATION TABLE N/A N/A PV -FN -205 LITE SOURCE (CAPITOL LIGHT) LS -8678D/ BRZ CO I OSRAM SYLVANIA LED 14A 19/DIM/0/827 ADJUSTABLE FLOOR LAMP- (I) PER STORE. N/A N/A PRE-TEST ROOM 103 TRUEPLAN NORTH NORTH (1) FILE STORAGE CLOSET I 03A RECEPTION AREA 102 KEY NOTES MARK DESCRIPTION EMERGENCY (EM) LUMINAIRES SHALL BE CIRCUITED WITH AN "UNSWITCHED HOT" TO PROVIDE CONTINUOUS POWER TO BATTERY PACK EVEN WHEN LUMINAIRE IS OFF. PROVIDE I 20V CONNECTION AND TOGGLE TYPE DISCONNECT SWITCH TO SERVE EXTERIOR SIGN. COORDINATE WITH GENERAL CONTRACTOR, AND SIGN MANUFACTURER PRIOR TO ROUGH -IN. EXTEND CIRCUIT THROUGH NEW TIME CLOCK, REFER TO ONE -LINE DIAGRAM. COORDINATE TIME CLOCK PROGRAMMING WITH LANDLORD AND TENANT PRIOR TO PROJECT CLOSEOUT. O CIRCUIT VIA MASTER LIGHTING SWITCH BANK. SEE DETAIL THIS SHEET. CPROVIDE EMERGENCY FIXTURE TO BE SERVED DY UNSWITCHED LEG OF LOCAL CIRCUIT TO CONTINUOUS ILLUMINATION PER NEC 700- I 2(A) AND LIFE SAFETY CODE. O NEW LIGHTING SWITCH BANK. SEE DETAIL ON THIS SHEET. IF LOCATION IS UNDESIRABLE, FIELD VERIFY EXACT LOCATION WITH LUXOTTICA PROJECT MANAGER PRIOR TO ROUGH -IN. . O LIGHT/EXHAUST FAN WIRING, CONDUIT, $ CONTROLS ARE EXISTING TO REMAIN. E.C. SHALL RELAMP ALL FIXTURES PRIOR TO STORE OPENING BUT NOT DURING HEAVY CONSTRUCTION PERIOD. EXISTING EXIT SIGN WIRING AND CONDUIT ARE EXISTING TO REMAIN. LIGHTING CIRCUITS UP TO 100'-0" IN LENGTH SHALL UTILIZE #12 CONDUCTORS MINIMUM. LIGHTING CIRCUITS FROM 101'-0" TO 150'-0" IN LENGTH SHALL UTILIZE #I0 CONDUCTORS MINIMUM. LIGHTING CIRCUITS FROM 151'-0" TO 250'-0" IN LENGTH SHALL UTILIZE #8 CONDUCTORS MINIMUM. LIGHTING CIRCUITS ABOVE 25 I'-0" IN LENGTH SHALL UTILIZE #6 CONDUCTORS MINIMUM. RELOCATED EXIT SIGN, NEW WIRING AND CONDUIT AS NEEDED. D t10DUb5 ezPARATE PERMIT D FROVAL RE ur ED PEARLE 1961 VISION' A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTNCENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date fay n Description n A 0 A Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com FRCH / Architecture, Inc., P.C. Seal ficpire5 n„, Thorson= Baker CONSULTING E 3030 West Streetsboro Road Richfield, Ohio 44286 Associates N G I N EER S (330) 659-6688 Ph. (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: REVISIONS ELEVATION NO. SHEET NO. SECTION NO. I SHEET NO. DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: ❑ NEW o CORPORATE ❑ FRANCHISE LAB TYPE: 0 FULL LAB ▪ FINISH LAB SITE TYPE: O INDOOR LOCATION ▪ RELOCATION ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) ❑ NO LAB RECEIVED CITY OF TUKW{LA Wi4R 2 9 2015 O OUTDOOR LOCATION ER ILEI CENTER Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. C6427 032580.000 ELECTRICAL DEFLECTED CEILING PLAN Sheet E-I.I Of GENERAL NOTES A. EMERGENCY (EM) LUMINAIRES SHALL BE CIRCUITED WITH AN "UNSWITCHED HOT" TO PROVIDE CONTINUOUS POWER TO BATTERY PACK EVEN WHEN LUMINAIRE IS OFF. B. ALL NIGHT (NL) LUMINAIRES SHALL BE CIRCUITED AHEAD OF ANY SWITCHING C. IT SHALL BE THE E.C.'S RESPONSIBILITY TO UNLOAD INVENTORY AND STORE LIGHTING PACKAGE. THE E.C. SHALL ALSO SHIP ANY EXCESS MATERIALS BACK TO THE ELECTRICAL PACKAGE DISTRIBUTOR. D. EXIT LIGHTS AT THE STOREFRONT SHALL BE CEILING MOUNTED AND CENTERED OVER OPENINGS. EXIT/EMERGENCY LIGHTS AT DOOR TO NON -SALES AREAS SHALL BE CEILING MOUNTED AND CENTERED ABOVE DOOR. IF PLAN LOCATIONS ARE NOT ACCEPTABLE, IMMEDIATELY CONTACT LUXOTTICA PROJECT MANAGER FOR DIRECTION. E. WHERE DRYWALL CEILINGS ARE USED IN THE SALES AREA, E.C. SHALL ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT LUXOTTICA PROJECT MANAGER FOR DIRECTION. F E.C. SHALL RELAMP ALL FIXTURES PRIOR TO STORE OPENING BUT NOT DURING HEAVY CONSTRUCTION PERIOD. G. LIGHTING CIRCUITS UP TO 100'-0" IN LENGTH SHALL UTILIZE #12 CONDUCTORS MINIMUM. LIGHTING CIRCUITS FROM 101'-0" TO 150'-0" IN LENGTH SHALL UTILIZE #I0 CONDUCTORS MINIMUM. LIGHTING CIRCUITS FROM 151'-0" TO 250'-0" IN LENGTH SHALL UTILIZE #8 CONDUCTORS MINIMUM. LIGHTING CIRCUITS ABOVE 25 I'-0" IN LENGTH SHALL UTILIZE #6 CONDUCTORS MINIMUM. H LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. CIRCUITING SHALL BE THRU-WIRING WHEREVER POSSIBLE. MULTIPLE CONNECTIONS TO A SINGLE LIGHT FIXTURE FOR VOLTAGE DROP CONDITIONS OR AS A RESULT OF A FIELD CONDITION ARE ACCEPTABLE. LIGHTING FIXTURES SHALL BE MANUFACTURED TO ACCOMMODATE THRU-WIRING, ANY RELATED COSTS FOR MULTIPLE CONNECTIONS SHALL BE INCLUDED IN BID. I. E.C.'S BID SHALL INCLUDE THE INSTALLATION OF ALL LUMINAIRES AND ASSOCIATED LAMPS FURNISHED DY LUXOTTICA. E.C. IS RESPONSIBLE TO ENSURE THE ADJUST ABILITY OF ALL DIRECTIONAL FIXTURES AFTER INSTALLATION AND SHALL AIM THE FIXTURES PER DIRECTION FROM G.C. LIGHT FIXTURE SPECIFICATIONS MAY VARY, IF THIS IS THE CASE, G.C. SHALL CALL THE LIGHTING DISTRIBUTOR FOR EXACT SPECIFICATION OF LIGHTING FIXTURES. IF THE CEILING SYSTEMS ARE FIRE RATED, E.C. SHALL CLOSELY COORDINATE FIXTURE REQUIREMENTS WITH LUXOTTICA. J. EMERGENCY AND EXIT LUMINAIRES SHALL BE INSTALLED AND CIRCUITED PER LOCAL AND LATEST NATIONAL ELECTRICAL CODES. ALL EMERGENCY AND EXIT FIXTURES SHALL BE DUAL -VOLTAGE WITH BATTERY BACKUP (I 20/277 VOLT INPUT). INSTALL A CENTRAL BATTERY SYSTEM WHERE THE USE OF INDIVIDUAL BATTERY UNITS ARE PROHIBITED BY LOCAL CODES. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT LUXOTTICA PROJECT MANAGER FOR DIRECTION. K E.C. SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FORA FULLY COMPLETE AND OPERABLE SYSTEM. L E.C. SHALL VERIFY THE VOLTAGE AND COMPATIBILITY OF ALL EQUIPMENT, FIXTURES AND MILLWORK PRIOR TO CONNECTION. M. FOR ALL REMODELS, RETROFIT ALL EXISTING FLUORESCENT LIGHTS WITH T12 FIXTURES TO T8, INCLUDING BALLASTS AND LAMPS D t10DUb5 ezPARATE PERMIT D FROVAL RE ur ED PEARLE 1961 VISION' A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTNCENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date fay n Description n A 0 A Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com FRCH / Architecture, Inc., P.C. Seal ficpire5 n„, Thorson= Baker CONSULTING E 3030 West Streetsboro Road Richfield, Ohio 44286 Associates N G I N EER S (330) 659-6688 Ph. (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: REVISIONS ELEVATION NO. SHEET NO. SECTION NO. I SHEET NO. DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: ❑ NEW o CORPORATE ❑ FRANCHISE LAB TYPE: 0 FULL LAB ▪ FINISH LAB SITE TYPE: O INDOOR LOCATION ▪ RELOCATION ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) ❑ NO LAB RECEIVED CITY OF TUKW{LA Wi4R 2 9 2015 O OUTDOOR LOCATION ER ILEI CENTER Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. C6427 032580.000 ELECTRICAL DEFLECTED CEILING PLAN Sheet E-I.I Of N N W m 20 16-01 95 E 12.dwg J V 0 3 0 rn o. o. DETAIL KEYNOTES RETAIL AREA: FITTING COUNTERS 0000 0000 (21) CASHWRAP 21 (21A) BACK OP HOUSE: 0000 SERVER I . PLENUM RATED 4 PAIR CAT 5E CABLE MINIMUM G' COIL LEFT AT EACH END.(BERK TEK# 10032207 OR APP.EQ.) 2. HOME RUN CABLE TO BACKBOARD - MINIMUM 15' COIL AT BACKBOARD -CONTINUOUS RUN -NO JOINTS 3. HOME RUN CABLE TO CASH WRAP - CONTINUOUS RUN -NO JOINTS. 4. SEE ELECTRICAUARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 5. TO 4 X 4 BOX WITH SINGLE DEVICE PLASTER DAM IN WALL AS PER ARCHITECTURAL DRAWINGS WITH MINIMUM 3/4" CONDUIT TO 6" ABOVE CEILING. G. EACH COMPUTER (#2 I) OR FUTURE COMPUTER AT A FITTING COUNTER REQUIRES A HOME RUN CAT 5E CABLE TO THE BACKBOARD. 7. INCLUDED IN FULL SERVICE LENS PROCESS LAYOUTS. NOT INCLUDED IN FINISH ONLY LAYOUTS. REFER TO PLAN FOR APPLICABILITY. EACH PHONE AND DATA LINE MUST BE DEDICATED HOME RUN LINES. THEY MAY NOT BE SHARED. PANEL 'B' PANEL 'A' EXISTING TO REMAIN (EX) EMPLOYEE RESTROOM III (EX) PUBLIC LENS PROCESS RESTROOM ROOM I12 113 RETAIL SALES AREA (EX) 5'-0" P'JCH EXISTING TIMECLOCKTO REMAIN (5)DATA (5)TELE 0-0" 14'-10" 10'-0" 10'-0" 10'-O" 'I 0 0 T I --I 80fi-RT FLIT OFFICE EMPLOYEE AREA PUBLIC H ALLV✓AY LENS PROCESS: BRIOT LENS EDGER 0000 (47c) LENS PROCESSING ROOM COMPUTER 0000 (21) LENS PROCESSING ROOM PRINTER 0000 (21A) NOTE: FOR FRANCHISEE NEW, RELOCATION AND MODEL STORES. ALL CABLING, TERMINATIONS, PUNCHDOWN AND CERTIFICATIONS ARE BY TENANT/ FRANCHISE VENDER. HOME RUN wl 5HING5 PHONE NDUR C.21 PRO/POS SYSTEM DETAIL / SCALE: NONE NG BEI SERVER (SHELF BY EQUIPMENT VENDOR) PHONE SYSTEM CONTROL UNIT ALARM SYSTEM 0 0 0 0 0 0 0 oe 108 ELECTRICAL/LOW VOLTAGE PLAN SCALE: 1/4" = I'-0" 15' COIL EA. WIRE DSL T1' UPLINK * PRO T I' UPLINK (2) QUAD RECEPTACLES COMPUTER POWER STRIP (BY TENANT SERVER VENDOR) MUSIC - EQUIPMENT BY AND (SERVICE BY OTHERS) �24 PORT PATCH PANEL DEMARC PHONE PATCH PANEL ASSUMING MINIMUM POINT OF ENTRY DEMARC AND CROSS CONNECT PHONE POWER STRIP (BY PHONE VENDOR) 36" LONG X 4" DIA PVC TUBE FOR AS BUILT PLANS (BY GC) X 8 PHONE/ PRO BACK BOARD (MOUNTED VERTICAL) (BY GC) PLAN TUBE FUTURE office SERVER OFFICE 07 PLAN TRUE NORTH NORTH (1) NETWORK: RECEPTION ROOM (REFRACT) BACK BOARD - REFER TO DETAIL 2/E- I .2 DETAIL KEYNOTES CONTACT LENS CLOSET II06A CONTACT LENS ROOM REFRACTION ROOM 1. PLENUM RATED 4 PAIR CAT 5E CABLE MINIMUM 6' COIL LEFT AT EACH END.(BERK-TEK# 10032207 OR APP.EQ.) 2. HOME RUN CABLE TO BACKBOARD -MINIMUM 15' COIL AT BACKBOARD -CONTINUOUS RUN -NO JOINTS 3. HOME RUN CABLE TO DOCTOR'S SERVER -CONTINUOUS RUN -NO JOINTS. 4. SEE ELECTRICAL/ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 5. TO 4 X 4 BOX WITH SINGLE DEVICE PLASTER DAM IN WALL AS PER ARCHITECTURAL DRAWINGS WITH MINIMUM 3/4" CONDUIT TO 6" ABOVE CEILING. 6. DATA LINK -HOME RUN CAT 5E CABLE FROM BOH -DDC TO BACKBOARD. 7. EACH EXAM ROOM OR FUTURE EXAM ROOM REQUIRES A HOME RUN CAT 5E CABLE TO THE BOH -DDC. NETWORK SYSTEM D ETA I L SCALE: NONE 105 REFRACTION ROOM L--1 104 EQUIPMENT: RECEPTION PRETEST (CONTACT LENS) BRAIN BOX / / PRETEST BACK BOARD. REFER TO DETAIL 2/E- I .2 DETAIL KEYNOTES 1. PLENUM RATED 4 PAIR CAT 5E CABLE MINIMUM 6' COIL LEFT AT EACH END.(BERK-TEK# 10032207 OR APP.EQ.) 2. HOME RUN CABLE TO BACKBOARD -MINIMUM 15' COIL AT BACKBOARD - CONTINUOUS RUN -NO JOINTS 3. HOME RUN CABLE TO BRAIN BOX - CONTINUOUS RUN -NO JOINTS. 4. SEE ELECTRICAL/ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 5. TO 4 X 4 BOX WITH SINGLE DEVICE PLASTER DAM IN WALL AS PER ARCHITECTURAL DRAWINGS WITH MINIMUM 3/4" CONDUIT TO 6" ABOVE CEILING. 6. DATA LINK -HOME RUN CAT 5E CABLE FROM BRAIN BOX TO BACKBOARD. 7. EACH EXAM ROOM OR FUTURE EXAM ROOM REQUIRES A HOME RUN CAT 5E CABLE TO THE BRAIN BOX. PRE-TEST ROOM EQUIPMENT/IROS SYSTEM DETAIL SCALE: NONE 103 FILE STORAGE CLOSET RECEPTION AREA KEY NOTES MARK DESCRIPTION IO TELEPHONE TERMINAL BOARD: 4'x8'x3/4" PLYWOOD, MOUNT TIGHT TO THE CEILING. PROVIDE PHONE BOARD FOR RETAIL SALES SIDE OF SPACE AND DOCTORS/EXAM SIDE OF SPACE. PAINT TO MATCH WALLS. O2 NOT USED. . p PROVIDE (I) PHONE/(I) DATA MOUNTED HORIZONTALLY AT 24" A.F.F. FOR COMPUTER STATIONS AT EACH FITTING COUNTER (TYPICAL). REFER TO MILLWORK DETAILS ON SHEET E-2. I . OIN DOCTORS' AREA AND ALL DOCTOR EXAM ROOMS AND OFFICES, PROVIDE SINGLE GANG BOX, I' CONDUIT, AND CATS CABLE. O5 UNLESS OTHERWISE NOTED, PHONE AND DATA OUTLETS IN EXAM ROOMS SHALL BE PLACED AT SAME HEIGHT ABOVE THE DESK (OR LOCATION OF FUTURE DESK) O6 PROVIDE FLOOR FURNITURE FEEDS VIA TRNECHING FOR POWER AND TELE/DATA TO FREESTANDING FIXTURES. PROVIDE DEVICES AND DEVICE QUANTITIES AS SPECIFIED IN THE FIXTURE MILLWORK DETAIL, ON SHEET E2. I . E.C. SHALL COORDINATE INSTALLATION AND CONNECTION REQUIREMENTS WITH FURNITURE MANUFACTURER REPRESENTATIVE. (NOTE: CONDUITS SHOWN FOR ROUTING PURPOSES ONLY, REFER TO DETAILS FOR CONDUIT SIZES AND QUANTITIES) COORDINATE CORE DRILLING WITH LANDLORD AND GENERAL CONTRACTOR PRIOR TO START OF WORK. GEN EKAL NOTES A. TALL MATERIAL SPECIFICATIONS ARE LOCATED ON THE "SPECIFICATION SCHEDULE". B. ALL TELEPHONE CABLING/DATA CABLING TO BE RUN IN CONDUIT TO 6" ABOVE CEILING. PROVIDE 6' OF EXTRA CABLING AT ALL TELEPHONE/DATA TERMINATIONS. ALL CABLING SHALL BE PLENUM RATED. RUN PHONE/DATA CABLING COMPLETELY IN CONDUIT IF LOCAL CODES/MUNICIPALITIES REQUIRE IT (FIELD VERIFY). ALL CABLING SHALL BE ROUTED AWAY FROM ALL ELECTRIC EQUIPMENT (WITH -IN 1 8") AND SECURED TO STRUCTURE ABOVE. ALL TELEPHONE/DATA CABLING FURNISHED $ INSTALLED BY E.C. C. ALL MOUNTING HEIGHTS FROM THE CENTERLINE OF THE BOX TO THE FINISHED FLOOR ARE AS FOLLOWS, UNLESS NOTED OTHERWISE ON PLAN: SWITCHES -48", ELECTRICAL/TELEPHONE/DATA OUTLETS -1 8", THERMOSTATS -5'-O", TOP OF PANELBOARDS-6'-6", TIMECLOCKS-5-O". FOR ALL LENS PROCESSING ROOM OUTLET MOUNTING HEIGHTS SEE EQUIPMENT WIRING SCHEDULE. D. CONDUIT AND OUTLETS FOR SECURITY, DATA, TELEPHONE, AND ELECTRIC MAY REQUIRE REMOVAL OF CONCRETE SLAB OR ROUTING OF CONDUIT UNDER FLOOR IN SPACE BELOW. E. TRANSFORMER NEUTRALS SHALL BE SECURELY GROUNDED TO THE BUILDING STEEL AND COLD WATER PIPING PER THE N.E.C. AND LOCAL CODE REQUIREMENTS. INSTALL TRANSFORMERS ON VIBRATION INSULATION PADS. F. IF INSTALLATION VARIES FROM THE CONTRACT DRAWINGS, THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING "AS BUILT" DRAWINGS FROM THE SUBCONTRACTORS AND SUBMITTING SAME TO LUXOTTICA. G G.C. SHALL PURCHASE AT LUXOTTICA NATIONAL ACCOUNT AGREED PRICING ALL DISCONNECT SWITCHES, ELECTRIC DISTRIBUTION PANELS, TRANSFORMERS, CIRCUIT BREAKERS AND FUSES. CONTACT LUXOTTICA NATIONAL ACCOUNT REPRESENTATIVE FOR PRICING INFORMATION AND INCLUDE IN BID. H SEE ARCHITECTURAL ELEVATIONS ON SHEET A3.0 FOR ADDITIONAL INFORMATION ON PLACEMENT OF OUTLETS $ SWITCHES. I. FOR ALL MILLWORK ELECTRIC, DATA, AND TELEPHONE OUTLETS, REFER TO THE DETAILS ON SHEETS E- I .3, E-2. I , AND A-3.0. J ALL DATA/PHONE CABLING MUST BE PROPERLY IDENTIFIED W/ NUMBER AND/OR COLOR SYSTEM AT BOTH ENDS. K. ANY PENETRATIONS THROUGH FIRE-RESISTANT/RATED WALLS, PARTITIONS, FLOORS, AND CEILINGS SHALL BE FIRESTOPPED USING APPROVED METHODS TO MAINTAIN THE FIRE RESISTANCE RATING. L E.C. SHALL PROVIDE JUNCTION BOX AND RACEWAY FOR THERMOSTATS. THERMOSTATS AND TEMPERATURE SENSORS INSTALLED AND WIRED BY MECHANICAL CONTRACTOR. COORDINATE EXACT LOCATIONS AND MOUNTING HEIGHTS WITH MECHANICAL CONTRACTOR. TYPICAL OF ALL. M. IT IS THE RESPONSIBILITY OF THE E.C. TO REVIEW ALL ARCHITECTURAL DRAWINGS, ELECTRICAL DRAWINGS AND NOTES TO INSURE THAT ALL ELECTRICAL REQUIREMENTS ARE MET. N ALL WORK SHALL BE IN STRICT ACCORDANCE WITH NATIONAL ELECTRIC CODE AND ALL LOCAL CODES AND ORDINANCES. 0. SEE SHEET E- I .0 FOR ELECTRICAL SYMBOLS. DOK PERMIT AND APPROVAL REQUIRED PEARLE EST° 1961 VISION A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 7100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date By n Description n A A n Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com F! Ch / Architectur, Inc.. P.C. Seal Eye; res: clI3(11 13 Thorson Baker Associates CONSULTING ENG I N EER S 3030 West Streets boro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: ODOOR NUMBER REVISIONS ELEVATION NO. SHEET NO. SECTION NO. SHEET NO. ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: ❑ NEW ▪ CORPORATE O FRANCHISE LAB TYPE: ❑ FULL LAB O FINISH LAB SITE TYPE: ▪ RELOCATION ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) abciftD CITY OF TUKWILA MAR 2 9 2016 ❑ INDOOR LOCATION O OUTDOOR LOCATIBE.RMIT CENTER Pearle Standard Version Number: CCJ .0 Pearle Vision Project No. Architect's Project No. C6427 032580.000 Title LOW VOLTAGE PLAN Date • 03.15.16 Drawn By • XXX Checked By • Store Number C64 27 Sheet Of E- 1 .2 EXISTING PANEL: A PROJECT: 120/208V. 3P1-1, 4W TUKWILA; WA 200 AMP MLO 22;000 AIC SERVES: Lens Process Room/General GROUND BAP. LOCATION:Non-Sales Area MOUNTING: Surface LOAD IN KVA PER PHASE CKT DESCRIPTION # BKR PL A B C FL S R # DESCRIPTION CKT 1 3 5 INSTANT HOT SALES CONVENIENCE RECEPT 30 2 3.600 0.360 0.900 0.180 I .500 I 20 20 SHOW WINDOW RECEPT 2 4 C 2 4 6 3.600 5.369 3 50 I PANEL 'B' TOILET LIGHT. FAN AND RECEPT GF 20 I SW TRACK LIGHTING (I 2 FT) 0.720 5.212 7 9 I I CONTACT LENS RM RECEPT I 20 I 0.180 5.014 20 8 10 12 WELCOME DESK QUAD 7 9 II 20 I 15 0.360 1.728 3 20 I EUH- I RECEPTS UNDER ELECTRIC PANEL OD LIGHTING 20 I 0. 180 1.728 I 3 I5 17 EQ 2 I, 2 I A I .0801 I .080 20 I 0.720 1.728 REFRACTION RM 105 RECEPTS I 4 I6 I8 MICROWAVE 20 20 I 0.360 0.556 1.20010.000 I 20 EQ 47C SPARE REFRIGERATOR GF 20 I 0.52411.560 0.800 0.000 I 20 SPARE 19 2 I 23 WELCOME DESK QUAD GF 20 I 0.360 0.000 1.20010.512 I 20 GF SPARE 20 22 24 PRETEST RM RECEPTS 20 20 I 0.72010.540 0.90010.720 I 20 EQ 6, 4 I , 42 FITTING COUNTER RECEPTS SPARE 20 I 0.000 1 0.000 0.0001 I .560 I 20 FRAME WARMER 25 27 25 SPARE 20 I 0.000 1.560 0.00010.000 I 20 FRAME WARMER 26 28 30 RTU -2 HACR 30 3 0.000 0.000 3.48010.540 I 20 SPARE OFFICE 110 RECEPTS SPARE 3.480 0.540 I 20 0.000 0.000 OFFICE 107 RECEPTS 3I 33 35 3.480 0.360 I 20 GF RTU RECEPTACLES 32 34 36 SIGN 20 I 20 1.200 1.560 I 20 FRAME WARMER EWC/RR GFI GF 20 I 20 0.900 I .560 I 20 5.0 14 FRAME WARMER 37 35 41 RTU- I HACR 30 3 3.480 0.100 KVA KVA I 20 ( --- TIMECLOCK 38 40 42 3.480 0.750 2 30 WATER NEATER 3.480 0.750 TOTAL PER PHASE: TOTAL CONNECTED LOAD: FEEDER DEMAND LOAD: 20.942 24.887 20.9 I 0 KVA AMPS AMPS AMPS 58.172 69.13 1 58.083 66.735 KVA KVA 165.386 67. 148 186.522 NEW PANEL: B PROJECT: 120/208V, 3PH, 4W TUKWILA, WA 50 AMP MLO 22,000 AIC SERVES: HVAC LOCATION:Non-Sales Area MOUNTING: Surface LOAD IN KVA PER PHASE CKT DESCRIPTION # BKR PL A B C PL ( BKR # DESCRIPTION CKT I 3 5 SALES CONVENIENCE RECEPT 0.360 20 I 0.900 0.180 I .500 RECEPTACLES I 20 17.810 STORAGE RECEPT 2 4 6 BOH LIGHTING LO 20 I 1.25 I .025 0.072 I 20 1.25 OF LARGEST MOTOR SW TRACK LIGHTING (I 2 FT) SALES TRACK (I 4FT)/ACCENT LTG 66.739 20 I 185.386 0.55011 .7 16 I 20 LO SALES LIGHTING 7 9 II SALES RIGHT TRACK (56FT) 15 I 1.050 0.400 I 20 OD LIGHTING 8 10 12 REFRACTION RM 104 RECEPTS 20 I I .0801 I .080 I 20 REFRACTION RM 105 RECEPTS FRONT DESK QUAD 20 I 0.360 0.556 I 20 GF EQ 47C 13 15 17 EQ 23, 24 GF 20 I 0.52411.560 I 20 EQ 22 14 I C 18 EQ I I A GF 20 I 1.20010.512 I 20 GF EQ 30A, 43 TELEPHONE RECEPTS 20 I 0.72010.540 I 20 EQ 6, 4 I , 42 19 21 23 SPARE 20 I 0.000 1 0.000 I 20 SPARE 20 22 24 SPARE 20 I 0.00010.000 I 20 SPARE SPARE 20 I 0.000 0.000 I 20 SPARE 25 27 29 SPARE 20 I 0.000 0.000 I 20 SPARE 26 28 30 SPARE 20 I 0.00010.000 I 20 SPARE SPARE 20 I 0.00010.000 I 20 SPARE TOTAL PER PHASE: TOTAL CONNECTED LOAD: FEEDER DEMAND LOAD: 5.0 14 5.369 5.212 KVA AMPS AMPS AMPS 1 3.9 28 1 4.9 14 14.478 15.595 KVA KVA 43.320 ( --- PAN ELBOARD NOTES (NUMBER)= EQUIPMENT NUMBER IN PARENTHESES rANCL TO DE SUPPLIED DT coNT .ACTOR PROVIDE SWITCHING DUTY CIRCUIT BREAKERS FOR ALL LIGHTING CIRCUITS PROVIDE HACR CIRCUIT BREAKERS FOR HVAC AND REFRIGERATION EQUIPMENT # (GF) = GROUND FAULT INTERRUPTER, (ST) = SHUNT TRIP, (LO) = LOCKOUT, (IG) = ISOLATED GROUND NOTE: E.C. TO PROVIDE 2-C1-1ANNEL TIMECLOCK, REQUIRED CONTACTORS, AND 24X24 ENCLOSURE AS SPECIFIED ON SHEET MEP I .2 FOR LIGHTING CONTROL SYSTEM. ALL INTERIOR STORE LIGHTING TO BE ON CHANNEL 1, ALL SHOW WINDOW LIGHTING AND EXTERIOR SIGNAGE TO BE ON CHANNEL 2. COORDINATE TIMECLOCK PROGRAMMING WITH LUXOTTICA PROJECT MANAGER. NOTE: PANELBOARD DIAGRAMS SHOULD BE CONSIDERED SCHEMATIC IN NATURE ONLY. ALL NEW CIRCUITS TO BE CONNECTED TO EXISTING 20A/I P BRANCH CIRCUITS MADE AVAILABLE AFTER DEMOLITION. IF NO EXISTING BRANCH CIRCUIT IS AVAILABLE, PROVIDE NEW 20N I P BREAKER IN AVAILABLE PANEL SPACE. ALL PANEL LOADING SHALL BE VERIFIED IN FIELD BY E.C. 20I G-0195 E20.dwg c Q0I2 LUXOTTIGA RETAIL LOCATION OF NAMEPLATE FOR SURFACE MOUNTED PANELS. FOR FLUSH -MOUNTED PANELS, INSTALL NAMEPLATE BEHIND DOOR. r L ENGRAVED LAMACOID, 5/32" LETTERS, SECURE TO PANEL BOARD COVER WITH ADHESIVE TYPE FASTENER. 3' EQUIPMENT DESIGNATION NOTE: NAMEPLATES ARE REQUIRED ON ALL SWITCHBOARDS, DISTRIBUTION PANELS, PANEL BOARDS, STARTERS, DISCONNECT SWITCHES, RELAYS AND JUNCTION BOXES GREATER THAN 4 11/16" SQUARE. ALSO PROVIDE NAMEPLATES ON BRANCH SWITCHES OF SWITCHBOARDS AND DISTRIBUTION PANELS. STANDARD COLORS: 1. NORMAL POWER - BLACK BACKGROUND, WHITE LETTERS 2. EMERGENCY POWER - RED BACKGROUND, WHITE LII I ERING 3. IN ADDITION TO THE FUNCTION NAMEPLATE, PROVIDE NAMEPLATES IDENTIFYING ALL "MAIN SERVICE NAMEPLATE DISCONNECTS" - RED BACKGROUND - WHITE LI_I IERING NAMEPLATE DETAIL N.T.S. ELECTRICAL LOAD SUMMARY PANEL 'Al LOAD DESCRIPTION CONNECTED LOAD (KW) DEMAND FACTOR DEMAND LOAD (KW) LIGHTING 3.14 I 1.25 3.927 LIGHTING - TRACK (82FT) 2.002 150W / 2FT 6. 150 SHOW WINDOW RECEPTACLE 0.360 I .0 0.360 SIGN I .200 1.25 I .500 RECEPTACLES 25.620 100% IOK 50%> I OK 17.810 EQUIPMENTS 6.852 I .0 6.852 WATER HEATER 1.500 1.25 I .875 HVAC 26.064 1.25 OF LARGEST MOTOR 28.674 TOTAL (KW) TOTAL (AMPS) 66.739 67.148 185.386 186.522 GENERAL NOTES A. ALL ELECTRICAL WORK PRACTICES MUST COMPLY WITH APPLICABLE SECTIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), NATIONAL ELECTRICAL CODE (NFPA 70 $ 70E), NATIONAL ELECTRICAL SAFETY CODE (NESC) AND STATE AND LOCAL ADOPTED ELECTRICAL CODES. B. THE GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR AND ALL APPLICABLE TRADES ARE RESPONSIBLE FOR STRICT ADHERENCE TO ALL ELECTRICAL SAFETY REQUIREMENTS. FIELD VERIFY ALL CONDITIONS 1 DESIGN DRAWINGS ARE SCHEMATIC. THIS GENERAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 2 THE GENERAL CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR TENANT PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR TENANT AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT GENERAL CONTRACTORS COST. 3. BIDDING GENERAL CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE GENERAL CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR TENANT OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. SEISMIC BRACING NOTES I . COMPLY WITH SEISMIC RESTRAINT REQUIREMENTS IN IBC AND LOCAL BUILDING CODES, UNLESS REQUIREMENTS IN THIS SECTION ARE MORE STRINGENT. 2. THE PROJECT PERFORMANCE CATEGORY IS "0". SEE STRUCTURAL GENERAL NOTES FOR THE NECESSARY SEISMIC DESIGN COEFFICIENT REQUIRED FOR CALCULATION OF SUPPORTS. 3. COORDINATE LAYOUT AND INSTALLATION OF SEISMIC BRACING WITH BUILDING STRUCTURAL SYSTEM AND ARCHITECTURAL FEATURES, AND WITH MECHANICAL, FIRE -PROTECTION, ELECTRICAL, AND OTHER BUILDING FEATURES IN THE VICINITY. 4. ACCEPTABLE MANUFACTURERS FOR SEISMIC BRACING DEVICES: B -LINE SYSTEMS, INC. RICO, INC. GS METALS CORP. MASON INDUSTRIES, INC, THOMAS $ BETTS CORP. UNISTRUT CORPORATION. 5. INSTALL SEISMIC RESTRAINTS ACCORDING TO APPLICABLE CODES AND REGULATIONS AND AS APPROVED BY AUTHORITIES HAVING JURISDICTION, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED HEREWITH: ANCHOR RIGIDLY TO A SINGLE MOBILE STRUCTURAL ELEMENT OR TO A CONCRETE BASE THAT IS STRUCTURALLY TIED TO A SINGLE MOBILE STRUCTURAL ELEMENT. ANCHOR PANELBOARDS, TRANSFORMERS, FUSED POWER -CIRCUIT DEVICES, COMMUNICATION SYSTEM COMPONENTS, AND ELECTRONIC SIGNAL PROCESSING, CONTROL, AND DISTRIBUTION UNITS AS FOLLOWS: SIZE CONCRETE BASES SO EXPANSION ANCHORS WILL BE A MINIMUM OF I 0 BOLT DIAMETERS FROM THE EDGE OF THE CONCRETE BASE. ANCHOR BOLT BUSHING ASSEMBLIES FOR WALL -MOUNTED EQUIPMENT: INSTALL TO ALLOW FOR RESILIENT MEDIA WHERE EQUIPMENT OR EQUIPMENT -MOUNTING CHANNELS ARE ATTACHED TO WALL. TORQUE BOLTS AND NUTS ON STUDS TO VALUES RECOMMENDED BY EQUIPMENT MANUFACTURER. MAKE FLEXIBLE CONNECTIONS IN RACEWAYS, CABLES, AND WIREWAYS WHERE THEY CROSS EXPANSION AND SEISMIC CONTROL JOINTS, WHERE ADJACENT SECTIONS OR BRANCHES ARE SUPPORTED BY DIFFERENT STRUCTURAL ELEMENTS, AND WHERE THEY TERMINATE AT ELECTRICAL EQUIPMENT ANCHORED TO A DIFFERENT MOBILE STRUCTURAL ELEMENT FROM THE ONE SUPPORTING THEM. C. ELECTRICAL EQUIPMENT AND SUPPORT SYSTEMS BEING INSTALLED SHALL BE RATED TO COMPLY WITH PROJECT VIBRATION AND SEISMIC CONTROL REQUIREMENTS. 7. REFERENCE VIBRATION AND SEISMIC CONTROL SPECIFICATION SECTION FOR PROJECT REQUIREMENTS. VIBRATION AND SEISMIC CONTROL NOTES I . REFERENCE VIBRATION AND SEISMIC CONTROL SPECIFICATION SECTION FOR PROJECT REQUIREMENTS. 2. ELECTRICAL EQUIPMENT AND SUPPORT SYSTEMS BEING INSTALLED SHALL BE RATED TO COMPLY WITH PROJECT VIBRATION AND SEISMIC CONTROL REQUIREMENTS. ELECTRIC ONE LINE DIAGRAM KEY NOTES: I. E.C. SHALL PROVIDE (I) #6 ISOLATED GROUND TO GO BACK TO SERVICE ENTRANCE. 2. PROVIDE I" TELEPHONE CONDUIT FROM NEW TELEPHONE BOARD LOCATION TO BASE BUILDING TELEPHONE DISTRIBUTION LOCATION. E.C. SHALL ALSO BE RESPONSIBLE FOR PROVIDING TELEPHONE AND DATA CABLING IN THE I" CONDUIT FROM THE MAIN TELEPHONE DISTRIBUTION LOCATION TO THE NEW TELE EQUIPMENT BOARD. E.C. SHALL BE RESPONSIBLE FOR CONTACTING THE LOCAL UTILITY COMPANY TO ARRANGE FOR SERVICE IN LUXOTTICA'S NAME. 3. E.C. SHALL INSTALL NEW ISOLATED GROUND BAR IN EXISTING PANEL. E.C. TO VERIFY WIRE $ CONDUIT TO SPACE IS (4) #3/0, (I)#6 GND IN 2-1/2" C. EXISTING METER LANDLORD ELECTRIC ROOM SUITE 128 EXISTING WIRE $ CONDUIT EXISTING LANDLORD SWITCHGEAR V O EXISTING PANEL 'A' 120/208V 3PH 4W WITH ISOLATED GROUND BAR 200A MLO n NEW PANEL 'B' 120/208V 3PH 4W 50A MLO TELEPHONE EQUIPMENT BOARD 4'Wx8'1-1x3/4"TH (4)#8, (I)#10 GND IN I " C. FINISHED FLOOR #12 AWG TO STRUCTURE ABOVE CEILING, TYPICAL. TYPICAL FIXTURE IN TYPICAL LIGHT FIXTURE SEISMIC SUPPORT DETAIL ap- bbeti SEPARATE PERMIT AND APPROVAL REQUIRED SQUIRED PEARLE IE S T o 1961 VISION" A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date By A Description n A n Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com FRCH / Architecture, Inc., P.C. Seal eyrzre5 . Ri3J17 Thorson.Baker Associates CONSULTING ENGIN EER S 3030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: D REVISIONS ELEVATION NO. SHEET NO. SECTION NO. I SHEET NO. 0 DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: ❑ NEW CORPORATE M RELOCATION O FRANCHISE 0 REMODEL (OPEN) O REMODEL (CLOSED) LAB TYPE: O FULL LAB ▪ FINISH LAB SITE TYPE: ❑ NO LAB RECEIVED CITY OF TUKWILA ❑ INDOOR LOCATION t4AR 2 9 2Q16 II OUTDOOR LOCATION PERMIT CENTER Pearle Standard Version Number: CCJ .0 Pearle Vision Project No. Architect's Project No. C6427 032580.000 Title ELECTRICAL SCHEDULES Date . 03.18.16 TBA Checked By • TBA Drawn By • Store Number 06427 Sheet Of E-2.0 MI LLWOKK ELECTRICAL ELEVATIONS DEDICATED POWER (FRAME WARMER) NORMAL POWER - ONE (I) I " DIA. RIGID CONDUIT- STUBBED BELOW CABINET BASE. GENERAL, ISOLATED POWER- -TELE/DATA OUTLET SEE DATA PLAN FOR ADDITIONAL INFORMATION I -PHONE OUTLET W/ 2 JACKS I -DATA OUTLET W/ I JACK JUNCTION BOX AND FLEX CONDUIT MOUNTED TO "BACK" OF MILLWORK (TYP.) ONE (2) I " DIA. RIGID CONDUIT cr,„„___ FOR TELE/DATA STUBBED BELOW CABINET BASE. SEE DATA PLAN FOR ADDITIONAL INFORMATION • PV -FCO I L (LEFT HAND) SCALE: NONE OPP. HD. FOR PV -FCO I R (RIGHT HAND) I -QUAD RECEPTACLE I -DATA OUTLET W/ I JACK I -PHONE OUTLET W/ I JACKi --Nk (I) I " DIA. RIGID CONDUIT STUBBED THROUGH CABINET_ BASE. -ISOLATED POWER 2 PV- FC0 2 0 PV-FCO2 S 0 0 (I) I " DIA. RIGID CONDUIT FOR TELE/DATA STUBBED THROUGH CABINET BASE. SEE DATA PLAN FOR ADDITIONAL INFORMATION SCALE: NONE I -QUAD RECEPTACLE I -DATA OUTLET W/ I JACK I -PHONE OUTLET W/ I JACK—� (I) I " DIA. RIGID CONDUIT FOR TELE/DATA STUBBED THROUGH CABINET BASE. SEE DATA PLAN FOR ADDITIONAL INFORMATION PV- i=CO3 88 0 0 FV-FC03 0 0 0 E (I) I " DIA. RIGID CONDUIT STUBBED THROUGH CABINET BASE. -ISOLATED POWER SCALE: NONE 20 I 6-0 1 95 E21 .dwg c G012 LUXOTTICA RETAIL ELEC. SYMBOLS $ SCHEDULE ELEV.PLAN VI VIEWVIEW DESCRIPTION ® DUPLEX RECEPTACLE M` GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE QUADRAPLEX RECEPTACLE t I GROUND FAULT INTERRUPTER QUADRAPLEX RECEPTACLE V 0 DATA LINE V 0 TELEPHONE $ ] SINGLE WALL SWITCH D$ :=J THREE-WAY SWITCH D$ D o DIMMER SWITCH $$ THREE-WAY SWITCH AND DIMMER SWITCH ON SAME PLATE III BLANK DATA BOX PROVIDED BY G.C.. WIRING AND TERMINATIONS TO BE DONE AT EQUIPMENT INSTALLATION BY EQUIPMENT REPRESENTATIVE BD i (0 -ODS SEPARATE PMMIT ksiD APPROVAL REQUIRED PEARLE lea STo 1961 VISION' A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date By n Description n n A A Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.froh.com FRCH / Architccture, Inc., P.C. Seal EXPire5 = c113117 B Thorson a Baker + CONSULTING E 3030 West Streetsboro Road Richfield, Ohio 44286 Associates N G I N EER S (330) 659-6688 Ph. (330) 659-6675 Fax ARCI-1ITEC[URAL SYMBOLS: D REVISIONS ELEVATION NO. SHEET NO. 0 PROJECT TYPE: O CORPORATE ❑ FRANCHISE LAB TYPE: ❑ FULL LAB O FINISH LAB SITE TYPE: ❑ INDOOR LOCATION ▪ OUTDOOR LOCATO iR' IIT CENTER DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. ❑ NEW ▪ RELOCATION O REMODEL (OPEN) O REMODEL (CLOSED) ❑ Nou\D RECEIVED CITY OF TUKWILA MAR 29 2016 Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. CG427 032580.000 Title ELECTRICAL DETAILS Date Drawn By . 03.18.16 TBA Checked By • TBA Store Number 06427 Sheet Of E-2. 1 (EX) EMPLOYEE RESTROOM III (EX) PUBLIC RESTROOM 112 (EX) 8'-O" LENS PROCESS ROOM 113 RETAIL SALES AREA 101 (E) MOP SINK (E) WATER CLOSET C j I (E) FLOOR DRAIN OFFICE 110 LAVATORY II 0 (E) WATER CLSET - 0 (E) FLOOR DRAIN ooq (E) LAVATO R) EWC2 z (1-) 0 (21 SK4 FCO V 0 SAN i V FCO 1-1 EMPLOYEE AREA 105 PUBLIC N ALLWAY 108 OFFICE 107 CONTACT LENS CLOSET IOCA SAN ITALY PLUMBING PLAN CONTACT LENS ROOM 106 REFRACTION ROOM 105 REFRACTION ROOM 104 /4" = I 0 SCALE: I ' " / PLUMBING JYi V I DOLS (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS) PLUMBING FIXTURE ELBOW UP F.U. !! EACH SAN F.U. TOTAL I C.W F.U. EACH _HD (E) W.C. (PRESSURE ASSIST) 2 ELBOW 6.0 2.2 4.4 (E) LAVATORY - SK5 2 TSP RELIEF VALVE 2.0 i0 DOWN (E) SERVICE SINK - SS l WALL CLEANOUT 3.0 3.0 3.0 (E) FLOOR DRAIN - FDI TEE OUTLET UP 2.0 0 FLOOR CLEANOUT 0.0 I SINK (.5K4 $ SK7) 4 2.0 TEE OUTLET DOWN 2.0 5.0 (R) ELECTRIC WATER COOLER (EWC2) :i 0.5 0.5 (° I C,3 PLUMBING FIXTURES UNION BALL VALVE /f 23.5 7/// z POINT OF NEW CONNECTION TO EXISTING PIPING OR SYSTEM a PLUMBING FIXTURE CONNECTION SChEDULE FIXTURE DRAIN HOT COLD COLD WATER PIPING (CW) SINK SK4 SK 2" DRAWING NOTE REFERENCE 1/2" I 1/2" O PIPE SIZE - - HOT WATER PIPING (HW) WSFU PIPE SIZE WATER SUPPLY FIXTURE UNITS -- - ELECTRIC WATER HEATER WH - SANITARY PIPING (SAN) 0/H _ OVERHEAD I 1/2" - 1/2" I 1/2" SANITARY VENT PIPING (V) DN NOTE:(SKI THRU 4) CONTRACTOR WILL BE REQUIRED TO FURNISH ALL LABOR, PIPING MATERIALS AND APPURTENANCES NECESSARY TO COMPLETE INSTALLATION OF SINKS, FAUCETS AND DRAINS FURNISHED BY TENANT. DOWN U/G UNDERGROUND CAP ON END LINE EX EXISTING 201 6-01 95 PIO PI c Q012 LUXOTTIGA RET PLUMBING CALCULATIONS PLUMBING FIXTURE QTY. 'SAN F.U. !! EACH SAN F.U. TOTAL I C.W F.U. EACH WTR. DMD. TOTAL (E) W.C. (PRESSURE ASSIST) 2 3.0 6.0 2.2 4.4 (E) LAVATORY - SK5 2 I .0 2.0 0.7 I .4 (E) SERVICE SINK - SS I 3.0 3.0 3.0 3.0 (E) FLOOR DRAIN - FDI 2 2.0 4.0 0.0 0.0 I SINK (.5K4 $ SK7) 4 2.0 8.0 2.0 5.0 (R) ELECTRIC WATER COOLER (EWC2) I 0.5 0.5 0.25 0.25 TOTALS ri, /f 23.5 7/// z 17.05 SERVICE CONNECTION SIZE SAN. 4" WATER I" PLUMBING FIXTURE CONNECTION SChEDULE FIXTURE DRAIN HOT COLD VENT SINK SK4 SK 2" 1/2" 1/2" I 1/2" FLOOR CLEAN OUT CO PIPE SIZE - - - WALL CLEAN OUT GB' PIPE SIZE - - - ELECTRIC WATER HEATER WH - 3/4" 3/4" _ I 1/2" - 1/2" I 1/2" ELECTRIC WATER COOLER gigs, NOTE:(SKI THRU 4) CONTRACTOR WILL BE REQUIRED TO FURNISH ALL LABOR, PIPING MATERIALS AND APPURTENANCES NECESSARY TO COMPLETE INSTALLATION OF SINKS, FAUCETS AND DRAINS FURNISHED BY TENANT. PRE-TEST ROOM 103 PLAN NORTH (1 TRUE NORTH KEY NOTES MARK DESCRIPTION O CONNECT TO EXISTING 4" OR LARGER SANITARY AS REQUIRED. FIELD VERIFY EXACT SIZE, LOCATION, INVERT ELEVATION AND FLOW DIRECTION OF EXISTING SANITARY PRIOR TO WORK. — OEXTEND NEW 2" VENT TO EXISTING VENT MAIN. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING VENT MAIN PRIOR TO START OF WORK. IF EXISTING VENT MAIN IS NOT EXISTING, CONTRACTOR SHALL PROVIDE NEW MINIMUM 3" VENT THRU ROOF AS REQUIRED. FILE STORAGE CLOSET --I103A RECEPTION AREA 102 1(04615' SEPARATE PERMIT AND APPROVAL PEE JIBED PEARLE STO 1.961 VISIONTM A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 5OUTIICENTER SQUARE 17100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date by n Description / \ , n n n Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.cor FRCH / Architecture, Inc., P.C. Seal 13 Thorson Baker + Associates CONSULTING ENG I N EER S 3030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: D REVISIONS ELEVATION NO. SHEET NO. fi ) DOOR NUMBER ROOM NAME ROOM NUMBER SECTION NO. I SHEET NO. PROJECT TYPE: ▪ CORPORATE O FRANCHISE LAB TYPE: O FULL LAB ▪ FINISH LAB SITE TYPE: O INDOOR LOCATION ▪ OUTDOOR LOCATION DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. ❑ NEW RELOCATION ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) O NO LAB RECEIVED CITY OF TUK\NR.A Pearle Standard Version Number: ECC I .0 Pearce Vision Project No. Architect's Project No. CG427 032580.000 Title SANITARY PLUMPING PLAN Date . 03.18.1G TBA Checked by • TBA Drawn By • Store Number C6427 Sheet Of P-I.O GENERAL PLUMBING NOTES A FIELD VERIFY EXACT CONDITIONS AND ROUTING OF WORK. CONTACT ENGINEER OR ARCHITECT IMMEDIATELY SHOULD ANY CONFLICT ARISE. ' : EXISTING PLUMBING INFORMATION IS BASED ON LIMITED EXISTING BUILDING DRAWINGS AND FIELD WORK. THE G.C. SHALL FIELD VERIFY THE EXISTING CONDITIONS FOR ACCURACY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR REVISIONS TO THE DESIGN TO CORRECT FOR EXISTING CONDITIONS NOT AS INDICATED ON THE PLANS. C. G.C. TO VERIFY EXISTING CONDITIONS AND COORDINATE CONFLICTS PRIOR TO BIDDING. D. ANYTHING NOT NOTED AS EXISTING IS TO BE FURNISHED AND INSTALLED AS PART OF THIS PROJECT. E. REFER TO DRAWINGS, GENERAL NOTES OF OTHER DISCIPLINES, AND PROJECT SPECIFICATIONS FOR ADDITIONAL PROJECT INFORMATION AND REQUIREMENTS. NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN THE INFORMATION PRESENTED AND FIELD CONDITIONS. F. PROVIDE STOP VALVES AT EVERY FIXTURE ON BOTH NOT AND COLD WATER SUPPLY LINES. VALVES, ESCUTCHEONS, FITTINGS, ETC. MUST BE CHROME PLATED. WHERE EXPOSED, CHROME PLATED PIPE IS TO BE USED. G. ALL SANITARY PIPING INSTALLED UNDERGROUND IS TO BE PITCHED @ I % SLOPE EXCEPT FOR 2" LINES WHICH SHALL BE PITCHED AT 2% SLOPE. ALL OVERHEAD PIPING IS TO BE ROUTED TIGHT TO BUILDING STRUCTURE. I. BACKFLOW PREVENTER DRAINS TO BE ROUTED TO NEAREST FLOOR DRAIN/MOP SINK. PIPING IS NOT PERMITTED IN DEMISING WALLS. N. CLEAN AND REFURBISH EXISTING PLUMBING FIXTURES TO BE RE -USED. FIELD VERIFY EXISTING PLUMBING FIXTURES ARE IN PROPER WORKING ORDER. NOTIFY TENANT IMMEDIATELY SHOULD OPERATIONAL CHECK OF FIXTURES REVEAL ANY MAJOR COMPONENT FAILURES. O. DO NOT ROUTE ANY WATER CONVEYING PIPING OVER ELECTRICAL EQUIPMENT. P. ALL EXPOSED OR ACCESSIBLE P -TRAPS MUST BE PROVIDED WITH BOTTOM CLEANOUT PLUGS. Q. INSULATE EXPOSED P -TRAPS, HOT AND COLD VALVES AND PIPING SERVING HANDICAPPED LAVATORIES. R. PRIOR TO ANY ISOLATION OF SYSTEMS, SHUTDOWNS OR DEMOLITION THE G.C. SHALL PROVIDE NECESSARY INVESTIGATION AND NOTIFY THE FACILITIES ENGINEERING/MAINTENANCE PERSONNEL OF WORK TO BE PERFORMED SO AS TO AVOID ANY DETRIMENTAL SHUTDOWN OF SYSTEMS TO ADJACENT SPACES. S SPACE ABOVE CEILING IS INDICATED TO BE A RETURN AIR PLENUM. CONSTRUCTION MATERIALS ABOVE CEILING SHALL BE NONCOMBUSTIBLE, OR HAVE A MAXIMUM 25 FLAME SPREAD AND 50 SMOKE DEVELOPMENT FINISH RATING. WIRING SHALL BE LABELED PLENUM RATED TYPE PER NEPA 70. T. NO PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT MAY BE SUPPORTED FROM THE SUSPENDED CEILING SYSTEM, BUT MUST BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE. U ALL FLOOR DRAINS/CLEANOUTS ARE TO BE INSTALLED FLUSH WITH THE FINISHED FLOOR. V. G.C. TO X-RAY EXISTING FLOOR TO DETERMINE LOCATIONS OF THE EXISTING UNDER FLOOR BUILDING COMPONENTS, PRIOR ANY CORE DRILLING OR PLUMBING ROUGH -IN WORK IS STARTED. 1(04615' SEPARATE PERMIT AND APPROVAL PEE JIBED PEARLE STO 1.961 VISIONTM A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 5OUTIICENTER SQUARE 17100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date by n Description / \ , n n n Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.cor FRCH / Architecture, Inc., P.C. Seal 13 Thorson Baker + Associates CONSULTING ENG I N EER S 3030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: D REVISIONS ELEVATION NO. SHEET NO. fi ) DOOR NUMBER ROOM NAME ROOM NUMBER SECTION NO. I SHEET NO. PROJECT TYPE: ▪ CORPORATE O FRANCHISE LAB TYPE: O FULL LAB ▪ FINISH LAB SITE TYPE: O INDOOR LOCATION ▪ OUTDOOR LOCATION DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. ❑ NEW RELOCATION ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) O NO LAB RECEIVED CITY OF TUK\NR.A Pearle Standard Version Number: ECC I .0 Pearce Vision Project No. Architect's Project No. CG427 032580.000 Title SANITARY PLUMPING PLAN Date . 03.18.1G TBA Checked by • TBA Drawn By • Store Number C6427 Sheet Of P-I.O (E<) EMPLOYEE RESTROOM II! (E) WATER CLOSET �I EWIO3 (E) FLOOR DRAIN :o CW (EX) PUBLIC RESTROOM 112 (EX) 8'-0" (E) WATER CLOSET 0 (E) FLOOR DRAIN (E) LAVATO (R) EWC2 0 LENS PROCESS ROOM 113 OFFICE 110 7 SK4 IMO %MD EMPLOYEE AREA 109 PUBLIC HALLWAY 105 CW 0 ' -- OM 0111•111••••• 11W OFFICE 107 OM MM. CONTACT LENS CLOSET IOGA CONTACT LENS ROOM DOMESTIC WATER PLUMBING PLAN SCALE: 1/4" = I'-0" PLUMBING SYMBOLS (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS) PLUMBING FIXTURE QTY. ELBOW UP SAN F.U. TOTAL C.W F.U. EACI1 WTR. DMD. TOTAL (E) W.C. (PRESSURE ASSIST) tU 3.0 0.0 2.2 4.4 (E) LAVATORY - 5K5 2 I .0 2.0 TSP RELIEF VALVE i .4 ID ELBOW DOWN 3.0 II WALL CLEANOUT 3.0 (E) FLOOR DRAIN - FD I iOe 2.0 TEE OUTLET UP 0.0 0 FLOOR CLEANOUT 4 2.0 8.0 2.0 TEE OUTLET DOWN (R) ELECTRIC WATER COOLER (EWC2) p PLUMBING FIXTURES .. 0.25 H UNION Ile• 17.05 a PLUMBING FIXTURE CONNECTION SCHEDULE BALL VALVE 0 HOT POINT OF NEW CONNECTION TO EXISTING PIPING OR SYSTEM J VENT SINKSK4 (SI 2" I/2" COLD WATER PIPING (CW) O FLOOR CLEAN OUT CO DRAWING NOTE REFERENCE - - - WALL CLEAN OUT CWC) HOT WATER PIPING (HW) WSFU - WATER SUPPLY FIXTURE UNITS -- - 3/4" 3/4" SANITARY PIPING (SAN) 0/11 11 /2" OVERHEAD I /2" I I /2" ELECTRIC WATER COOLER en SANITARY VENT PIPING (V) DN DOWN U/G UNDERGROUND CAP ON END LINE ] EX EXISTING 201 6-01 95 PIO PI c 3012 LUXOTTICA RETAIL 10G REFRACTION ROOM 105 PLUMBING CALCULATIONS PLUMBING FIXTURE QTY. SAN F.U. EACH SAN F.U. TOTAL C.W F.U. EACI1 WTR. DMD. TOTAL (E) W.C. (PRESSURE ASSIST) 2 3.0 0.0 2.2 4.4 (E) LAVATORY - 5K5 2 I .0 2.0 0.7 i .4 (E) SERVICE SINK - SS I 3.0 3.0 3.0 3.0 (E) FLOOR DRAIN - FD I 2 2.0 4.0 0.0 0.0 SINK (5K4 $ SK7) 4 2.0 8.0 2.0 5.0 (R) ELECTRIC WATER COOLER (EWC2) I 0.5 0.5 0.25 0.25 TOTALS��///%f 23.5%i/��/ 17.05 SERVICE CONNECTION SIZE SAN. 4" WATER I" PLUMBING FIXTURE CONNECTION SCHEDULE FIXTURE DRAIN HOT COLD J VENT SINKSK4 (SI 2" I/2" I/2" I 1/2" FLOOR CLEAN OUT CO PIPE SIZE - - - WALL CLEAN OUT CWC) PIPE SIZE - - - ELECTRIC WATER HEATER 1=1 - 3/4" 3/4" - 11 /2" - I /2" I I /2" ELECTRIC WATER COOLER en NOTE:(SKI THRU 4) CONTRACTOR WILL BE REQUIRED TO FURNISH ALL LABOR, PIPING MATERIALS AND APPURTENANCES NECESSARY TO COMPLETE INSTALLATION OF SINKS, FAUCETS AND DRAINS FURNISHED BY TENANT. SK7 REFRACTION ROOM 104 RETAIL SALES AREA 101 PRE-TEST ROOM PLAN NORTH (1 TRUE NORTH 103 KEY NOTES MARK DESCRIPTION O EXTEND AND CONNECT TO EXISTING DOMESTIC WATER MAIN. FIELD VERIFY EXACT LOCATION AND SIZE OF EXISTING MAIN AND METERING REQUIREMENTS PRIOR TO START OF WORK. PROVIDE NEW ELECTRIC WATER HEATER W111. PROVIDE TEMPERATURE AND OPRESSURE RELIEF VALVE TO DRAIN TO EXISTING SERVICE SINK SS AND TERMINATE WITH AN AIR GAP PER ALL STATE AND LOCAL CODES. SEE DETAIL 0/ P2.0 FOR ADDITIONAL INFORMATION. O ROUTE 1/2" COLD WATER SUPPLY PIPING OVERT() EYEWASH STATION. NEW HAND SINK. PROVIDE 1/2" COLD AND HOT WATER SUPPLY PIPING WITH A 04 POINT OF USE ASSE 1070 THERMOSTATIC MIXING VALVE AND SET AT I I 0°F. PROVIDE ALL HARDWARE AND APPURTENANCES FOR A COMPLETE INSTALLATION. O ROUTE 1/2" COLD AND 1/2" HOT WATER SUPPLY PIPING DOWN TO EXISTING UTILITY SINK. O ROUTE 1/2" COLD WATER SUPPLY PIPING TO RELOCATED ELECTRIC WATER COOLER. FILE STORAGE CLOSET 103A RECEPTION AREA 102 ito-DOK SEPARATE PERMIT AND APPROVAL REQUIRED PEARLE 1.961 VISION A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date By 0 Description n 0 n n Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.ccm FRCI-1 / Archltccturc, Inc., P.C. Seal B Thorson Baker + Associates CONSULTING ENGIN EER S 3030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: 0 REVISIONS ELEVATION NO. SHEET NO. SECTION NO. I SHEET NO. PROJECT TYPE: 9 CORPORATE O FRANCHISE LAB TYPE: O FULL LAB 9 FINISH LAB SITE TYPE: O INDOOR LOCATION 9 OUTDOOR LOCATION DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. ❑ NEW 9 RELOCATION ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) ❑ NO LAB RECEIVED CITY OF TUKWILA ma 29 2016 PERMIT CENTER Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. C0427 032550.000 Title DOMESTIC WATER PLUMBING PLAN Date . 03.1.5.10 Drawn By • TBA Checked By • TBA Store Number C6427 Sheet Of GENERAL PLUMBING NOTES A FIELD VERIFY EXACT CONDITIONS AND ROUTING OF WORK. CONTACT ENGINEER OR ARCHITECT IMMEDIATELY SHOULD ANY CONFLICT ARISE. B. EXISTING PLUMBING INFORMATION IS BASED ON LIMITED EXISTING BUILDING DRAWINGS AND FIELD WORK. THE G.C. SHALL FIELD VERIFY THE EXISTING CONDITIONS FOR ACCURACY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR REVISIONS TO THE DESIGN TO CORRECT FOR EXISTING CONDITIONS NOT AS INDICATED ON THE PLANS. CG.C. TO VERIFY EXISTING CONDITIONS AND COORDINATE CONFLICTS PRIOR TO BIDDING. D ANYTHING NOT NOTED AS EXISTING IS TO BE FURNISHED AND INSTALLED AS PART OF THIS PROJECT. E REFER TO DRAWINGS, GENERAL NOTES OF OTHER DISCIPLINES, AND PROJECT SPECIFICATIONS FOR ADDITIONAL PROJECT INFORMATION AND REQUIREMENTS. NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN THE INFORMATION PRESENTED AND FIELD CONDITIONS. F. PROVIDE STOP VALVES AT EVERY FIXTURE ON BOTH HOT AND COLD WATER SUPPLY LINES. VALVES, ESCUTCHEONS, FITTINGS, ETC. MUST BE CHROME PLATED. WHERE EXPOSED, CHROME PLATED PIPE IS TO BE USED. G ALL SANITARY PIPING INSTALLED UNDERGROUND IS TO BE PITCHED @ I% SLOPE EXCEPT FOR 2" LINES WHICH SHALL BE PITCHED AT 2% SLOPE. H. ALL OVERHEAD PIPING IS TO BE ROUTED TIGHT TO BUILDING STRUCTURE. I. BACKFLOW PREVENTER DRAINS TO BE ROUTED TO NEAREST FLOOR DRAIN/MOP SINK. J. PIPING IS NOT PERMITTED IN DEMISING WALLS. N. CLEAN AND REFURBISH EXISTING PLUMBING FIXTURES TO BE RE -USED. FIELD VERIFY EXISTING PLUMBING FIXTURES ARE IN PROPER WORKING ORDER. NOTIFY TENANT IMMEDIATELY SHOULD OPERATIONAL CHECK OF FIXTURES REVEAL ANY MAJOR COMPONENT FAILURES. 0. DO NOT ROUTE ANY WATER CONVEYING PIPING OVER ELECTRICAL EQUIPMENT. P ALL EXPOSED OR ACCESSIBLE P -TRAPS MUST BE PROVIDED WITH BOTTOM CLEANOUT PLUGS. Q INSULATE EXPOSED P -TRAPS, HOT AND COLD VALVES AND PIPING SERVING HANDICAPPED LAVATORIES. R. PRIOR TO ANY ISOLATION OF SYSTEMS, SHUTDOWNS OR DEMOLITION THE G.C. SHALL PROVIDE NECESSARY INVESTIGATION AND NOTIFY THE FACILITIES ENGINEERING/MAINTENANCE PERSONNEL OF WORK TO BE PERFORMED SO AS TO AVOID ANY DETRIMENTAL SHUTDOWN OF SYSTEMS TO ADJACENT SPACES. S SPACE ABOVE CEILING IS INDICATED TO BE A RETURN AIR PLENUM. CONSTRUCTION MATERIALS ABOVE CEILING SHALL BE NONCOMBUSTIBLE, OR HAVE A MAXIMUM 25 FLAME SPREAD AND 50 SMOKE DEVELOPMENT FINISH RATING. WIRING SHALL BE LABELED PLENUM RATED TYPE PER NFPA 70. T. NO PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT MAY BE SUPPORTED FROM THE SUSPENDED CEILING SYSTEM, BUT MUST BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE. U ALL FLOOR DRAINS/CLEANOUTS ARE TO BE INSTALLED FLUSH WITH THE FINISHED FLOOR. V. G.C. TO X-RAY EXISTING FLOOR TO DETERMINE LOCATIONS OF THE EXISTING UNDER FLOOR BUILDING COMPONENTS, PRIOR ANY CORE DRILLING OR PLUMBING ROUGH -IN WORK IS STARTED. ito-DOK SEPARATE PERMIT AND APPROVAL REQUIRED PEARLE 1.961 VISION A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date By 0 Description n 0 n n Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.ccm FRCI-1 / Archltccturc, Inc., P.C. Seal B Thorson Baker + Associates CONSULTING ENGIN EER S 3030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: 0 REVISIONS ELEVATION NO. SHEET NO. SECTION NO. I SHEET NO. PROJECT TYPE: 9 CORPORATE O FRANCHISE LAB TYPE: O FULL LAB 9 FINISH LAB SITE TYPE: O INDOOR LOCATION 9 OUTDOOR LOCATION DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. ❑ NEW 9 RELOCATION ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) ❑ NO LAB RECEIVED CITY OF TUKWILA ma 29 2016 PERMIT CENTER Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. C0427 032550.000 Title DOMESTIC WATER PLUMBING PLAN Date . 03.1.5.10 Drawn By • TBA Checked By • TBA Store Number C6427 Sheet Of 2016-0195 P20.dwg ‘ HOT WATER SUPPLY OUTLET, SEE PLANS FW COLD WATER SUPPLY INLET, CW HANGER ROD _ :II . FLU SEALANT CONCRETE LOCKING NUT SUPPORT NUT iii; �1 HEAVY DUTY CLEVIS - HANGER. MATERIAL TO MATCH PIPE SEE PLANS PIPE I: SHUT-OFF VALVES PROVIDE EWH WITH UNION OR APPROVED FLEX CONNECTOR, TYPICAL-,. EXPANSION TANK ON COLD WATER SUPPLY SIDE, AMTROL OR EQUAL CLEVIS HANGER SINGLE HORIZONTAL RUNS NO VAPOR BARRIER INSULATION UNINSULATED PIPE SUPPORT DET@/ . I/ ! Q FULL UNE SIZE COPPER RELIEF DRAIN TO HUB \ \ �� UNISTRUT P- I 000T CHANNEL, BOLT TO DRAIN OR MOP SINK —� �� � WALL STRUCTURE WITH 00 , MINIMUMOLTS, CLEANOUT PLUG -o \ ROUND SECURED POLISHED BRONZE COVER SCALE: NONE ...., HOSE BIB DRAIN VALVE BEYOND ASME PRESSURE TEMP- ,....,....„„...,j, ,�0 \ rI45o BRACKET, (3) 1/2" I ,BOLTS AND NUTS, ` TYPICAL OF 2 LOCATIONS N 0 II4 i A P /SHEET IH HANGER ROD LOCNG NUT SUPPORT NUT �L LCL STRIFS(TYPICA!)2" SLAB SAW -CUT 24" x 24" FINISHED FLOOR AREA BRONZE TOP FINISHED FLOOR VALVE OF EXISTING CONCRETE, CENTERED AND UR IING FINISHED FLOOR ERATURE RELIEF GALVANIZED SHEET MLTAL OR OTHER MATERIAL CONSTRUCTION WATERTIGHT PAN. X16 GA. GALVANIZED METAL STRAP " V o C Int WALK - HEAVY DUTY CLEVISOR HANGER. MATERIA! TO MATCH PIPE ((( PIPE _` / —�W/ SLOPON SURF. TON ���DRAIN t .��CORROSION-RESISTANT Isfi t FURNISH WITH SEDIMENTSANITARY - it°FULL -i� 1/ v FIBERGLASS INSULATION• LINE SIZE COPPER DRAIN TO WATER HEATER ASSEMBLY FROM EXISTING MOP SINK PLATFORM. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE WITH GENERAL TRADES CONTRACTOR OR STORM WALL WALL CLEANOUT DETAIL 7 �.TRAPRELIEF �` ` ¶)J STRUCTURE AT ' �_I \ GRADE AT LOWER PER SPEGSSUPPORT I— , 180° RIBBED I SGA. SHIELD SIMILAR TO ANVIL #I68 �I' RIB (TYPICAL) � �� UPPER LEVEL TO TENANTS /IV LEVEL BRASS PLUG INSIDE CAULK AS REQUIRED FITTING OR ; ELECTRIC WATER NEATER DETAIL SANITARY SEWER TYPICAL FLOOR DRAIN DETAIL 2� —'� INSULATED PIPE 12" SUPPORT 2 DET. EXTENSION TO SOIL OR WASTE TYPICAL FLOOR CLEANOUT DET. SCALE: NONE SCALE: NONE SCALE: NONE Ce0 SCALE: NONE SCALE: NONE 2" I I 1 \ ' •04 I I - I /2" \ \ \ ... 3n -I/2"-4;, 3" / r...•%.--% I I / co4'i / v3" 2�� /`• -�� \ / /' \ \ / / / / / --4 \ / / 3n / ///' • II `s 3n i< • 2" \ �/r �/ I I3/4" //' //47,1 / /' �`-, /� `off // ,�' 3" I 3n I I - I /2" /'I I -I/2 I SEE NOTE #2 \� Ciot WATERISOMETRIC'`�SANITARY I " 3/4" \\�/ ."‘4%>\ /..-' /� ► `�� 3/4u / \�`L N. I/2.. I GZ� L,<.,_, j ` ,/ j/ '� ' 1/2" 4,1" p 1 (0, 0 0 /I �,,r I/2 3/4" ,,. .,/ 3/4" SEPARATE PERMIT AD hF APPROVAL STAINLESS STEEL WATER CUT-OFF MASTIC CLAMPING RING FRE -MOLDED SPLICING CEMENT PIPE SEAL LAP SEALANT ROOFING MEMBRANE INSULATIONJ NOTE: DO NOT TRIM DECK FLANGE DETAIL NOTES �� I . PRE -MOLDED PIPE SEAL CANNOT BE CUT VERTICALLY TO BE INSTALLED. 2 PRE=MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE REGARDLESS OF PIPE DIAMETER 3 WHEN PREFABRICATED PIPE SEAL CANNOT BE INSTALLED, USE FIELD FABRICATED PIPE SEAL. SEE ALTERNATE PIPE FLASHING DETAIL. 4. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETED. FLANGE SHALL BE SET BY ROOFER. COORDINATE WITH ROOFING 5. CONTRACTOR. G. VENTS SHALL BE A MINIMUM OF 15'-0" FROM AIR INTAKES. 7. SEE ARCHITECTURAL ROOF PLANS AND DETAILS FOR MORE INFORMATION. PIPE ThRU ROOF DETAIL IF NEEDED ( )� VERIFY ALL CONDITIONS IN FIELD. DEMOLITION DISCONNECT AND REMOVE FROM PREMISES, ALL EXISTING MECHANICAL EQUIPMENT, DUCT WORK, PLUMBING FIXTURES, PIPING, SYSTEM, ETC., NOT BEING REUSED. ISOMETRIC 9 SCALE: NONE Li SCALE: NONE 0 SCALE: NONE PEARLE EST. 1961 VISION A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 50UTI10ENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date BY A Description n n n n Arch itect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com FRCH / Architecture, Inc., P.C. Thorson Baker CONSULTING E 3030 West Streetsboro Road Richfield, Ohio 44286 Associates N G I N EER S (330) 659-6688 Ph. (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: D REVISIONS ELEVATION NO. SHEET NO. DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. PROJECT TYPE: ❑ NEW • CORPORATE ▪ RELOCATION ❑ FRANCHISE 0 REMODEL (OPEN) 0 REMODEL (CLOSED) LAB TYPE: ❑ FULL IAB ▪ FINISH LAB SITE TYPE: ▪ NoEIVED CITY OF TUKWILA MAR 292016 ❑ INDOOR LOCATION PERMIT CENTER O OUTDOOR LOCATION Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. C6427 032580.000 Title PLUIVBING LEGEND AND DETAILS Date . 03.I8.16 TBA Checked By • TBA Drawn By • Store Number C6427 Sheet P-2.0 Of 201 6-01 95 Q V O a N v N MECHANICAL SPECIFICATIONS DIVISION 15 - MECHANICAL I. GENERAL PROVISIONS A. GENERAL CONDITIONS, CODES * STANDARDS I . GENERAL CONDITIONS OF THE CONTRACT FOUND IN THE ARCHITECTURAL DRAWINGS, GENERAL AND SPECIAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS (AIA) (NSPE)(NEC) AND ANY OF THE TENANTS GENERAL REQUIREMENTS SHALL APPLY UNLESS NOTED OTHERWISE. 2. REFER TO THE GENERAL CONDITIONS ON THE ARCHITECTURAL DOCUMENTS AND THE GENERAL AND SPECIAL CONDITIONS OF THE AIA FOR ADDITIONAL REQUIREMENTS REGARDING; SAFETY, COORDINATION $ COOPERATION, WORKMANSHIP, PROTECTION, CUTTING AND PATCHING, DAMAGE TO OTHER WORK, PRELIMINARY OPERATIONS, STORAGE, ADJUSTMENTS, CLEANING, ETC. 3. ALL WORK SHALL BE IN CONFORMANCE WITH ALL LOCALLY ENFORCED, FEDERAL, STATE AND LOCAL CODES AND ORDINANCES INCLUDING ANY SPECIAL THE TENANT REQUIREMENTS IN ADDITION TO THOSE SPECIFIED. A NSES HA AY FOR AND OBTAIN ALL NECESS RY LICE 4 CONTRACTORS LL P PERMITS AND INSPECTIONS REQUIRED TO PROCEED WITH THE WORK. THIS SHALL INCLUDE ALL REQUIRED COORDINATION WITH THE LOCAL UTILITY COMPANIES AND THEIR ASSOCIATED FEES OR COSTS. B. SCOPE OF WORK I . THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLING, CONNECTING, AND OPERATION OF ALL EQUIPMENT WHICH IS A PART OF THE MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY SIMILAR INSTALLATIONS. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK AND WHICH IS USUALLY INCLUDED IN WORK OF A SIMILAR CHARACTER SHALL BE FURNISHED AND INSTALLED UNDER THIS CONTRACT AT NO ADDITIONAL COST TO THE TENANT. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO PROVIDE THE TENANT A COMPLETE, CODE APPROVED AND OPERATIONAL MECHANICAL SYSTEMS. 2. CAREFULLY READ SPECIFICATION FOR ALL PARTS OF THE WORK SO AS TO BECOME FAMILIAR WITH ALL TRADES' WORK SCOPE. CONSULT WITH OTHER TRADES TO INSURE PROPER LOCATIONS AND AVOID INTERFERENCES. ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE TENANT BEFORE WORK IS COMMENCED. 3. CONTRACTORS SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SITE SO AS TO COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS, NOTE THE EXISTING CONDITIONS AND OTHER WORK THAT WILL BE REQUIRED, AND THE NATURE OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. NO ALLOWANCE SHALL BE MADE TO THE CONTRACTOR BY REASON OF THIS FAILURE TO HAVE MADE SUCH EXAMINATION OR OF ANY ERROR ON HIS PART. 4. ALL EXISTING UTILITY AND MECHANICAL SERVICES SHALL BE FIELD VERIFIED. CORRECTIONS TO THE DESIGN AND INSTALLATION SHALL BE MADE WITHOUT ADDITIONAL COST TO THE TENANT. 5. THIS CONTRACTOR IS RESPONSIBLE TO COORDINATE THE OPENINGS WITH THE GENERAL TRADES CONTRACTOR. THE FINAL LOCATIONS AND SIZES OF ALL DUCT AND LOUVER OPENINGS SHALL BE PROVIDED BY THIS CONTRACTOR. 6. THIS CONTRACT SHALL ALSO INCLUDE ALL LABOR, MATERIALS AND MISCELLANEOUS EXPENSES REQUIRED FOR ALL REQUIRED MECHANICAL DEMOLITION OF THE EXISTING AREAS BEING RENOVATED. a. THE DEMOLITION SHALL CONSIST OF THE COMPLETE REMOVAL (PROPERLY DISPOSED OFF SITE UNLESS OTHERWISE NOTED) OF ALL PLUMBING AND HVAC EQUIPMENT, PIPING, DUCTWORK, MATERIALS, ETC. NOT REQUIRED IN THE FINAL DESIGN AND INSTALLATION OF THE PLUMBING AND HVAC SYSTEMS FOR THE NEW RENOVATED AREAS. b. ALL UNDERGROUND SERVICES NOT BEING REUSED SHALL BE CAPPED BELOW THE FLOOR. c. ALL ABOVE GROUND SERVICES SHALL BE REMOVED BACK TO THEIR RESPECTIVE MAIN AND CAPPED OR IF THE MAIN IS NOT REQUIRED, THE MAIN SHALL BE REMOVED IN IT'S ENTIRETY. d. COORDINATE ALL DEMOLITION WITH THE ARCHITECTURAL DOCUMENTS AND THE ARCHITECT AND THE TENANT'S GENERAL REQUIREMENTS. 7. ALL WORK INCLUDING, BUT NOT LIMITED TO PARTS, MATERIAL, EQUIPMENT AND LABOR SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE BY THE ENGINEER AND TENANT. WHERE AN EQUIPMENT MANUFACTURER HAS A WARRANTY THAT EXCEEDS ONE YEAR, THAT WARRANTY PERIOD SHALL APPLY TO THIS PROJECT. C. DOCUMENTS I . THE DRAWINGS ARE DIAGRAMMATIC, ALL WORK SHALL BE PERFORMED AS INDICATED ON THE DRAWINGS UNLESS EXISTING CONDITIONS OR COORDINATION ISSUES REQUIRE CHANGES. THESE CHANGES SHALL BE MADE WITH NO ADDITIONAL COST TO THE TENANT. 2. ANY INCIDENTAL ITEMS OR LABOR, ETC. NOT INCLUDED IN THE SPECIFICATIONS OR THE DRAWINGS t3UT REASONABLY IMPLIED AS NECESSARY FOR THE COMPLETE INSTALLATION OF ALL APPARATUS SHALL BE INCLUDING IN BID. 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED EVEN THOUGH NOT MENTIONED IN BOTH. 4. IF ERRORS ARE FOUND IN THE DRAWINGS OR SPECIFICATIONS OR DISCREPANCIES OCCUR BETWEEN THE SAME, OR BETWEEN THE FIGURES ON THE DRAWINGS, AND THE SCALE OF SAME OR BETWEEN THE LARGER AND SMALLER DRAWINGS, OR IN THE DESCRIPTIVE MATTER ON THE DRAWINGS SHALL BE REFERRED TC THE TENANT FOR REVIEW AND FINAL DECISION PRIOR TO THE BID DUE DATE. 5. THE BIDDING OF THIS WORK WILL CONTEMPLATE THE USE OF EQUIPMENT ANU MAI ERIALS EXAGI LY A5 5PECIFIED HEKEIN. WHERE MORE THAN ONE MANUFACTURER IS MENTIONED ANY ONE MAY BE UTILIZED. SUBSTITUTE MANUFACTURERS MAY BE OFFERED ONLY AS AN ALTERNATE TO THE SPECIFIED EQUIPMENT AND MATERIAL. a. SUBSTITUTIONS (I) THE MANUFACTURERS AND MODEL NUMBERS INDICATED IN THE CONTRACT DOCUMENTS ARE FOR THE PURPOSE OF DESCRIPTION AND TO ESTABLISH A BASE LEVEL OF QUALITY. THE CONTRACTOR'S BID WILL CONTEMPLATE THE USE OF THE EQUIPMENT AND MATERIALS EXACTLY AS INDICATED. (2) THE CONTRACTOR SHALL SUBMIT FOR APPROVAL, WITH HIS BID QUOTATION, A LIST OF ANY PROPOSED SUBSTITUTIONS OF MATERIALS AND EQUIPMENT FOR THOSE ON WHICH THE ORIGINAL DESIGN WAS BASED. A FULL DESCRIPTION OF ALL PROPOSED SUBSTITUTED ITEMS, THE CHANGE TO THEIR BID PRICE OR OTHER REASONS FOR SUCH SUBSTITUTIONS SHALL ACCOMPANY THE BID. ALL ACCESSORIES, FEATURES, ETC., SUPPLIED WITH THE SUBSTITUTED MANUFACTURER'S PRODUCT SHALL ALSO BE INCLUDED IN THE BID. (3) IF THE CONTRACTOR DOES NOT SUBMIT PROPOSED SUBSTITUTIONS WITH THEIR BID THE TENANT SHALL CONSIDER THE BIDDER TO BE PROPOSING THE MANUFACTURERS AND MODEL NUMBERS SPECIFIED HEREIN AND SHOWN ON THE CONTRACT DRAWINGS. (4) SUBSTITUTIONS AFTER CONTRACT AWARD SHALL NOT BE PERMITTED. 6. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM STANDARDS AS SET IN THESE SPECIFICATIONS. REFER TO EACH SECTION FOR ANY SPECIFIC REQUIREMENTS. D. COORDINATION I . CONTRACTOR SHALL INCLUDE A VISIT TO THE JOB SITE AND TAKE INTO CONSIDERATION MECHANICAL, ELECTRICAL AND GENERAL TRADE WORK CURRENTLY EXISTING AND WORK WHICH MAY BE INSTALLED PRIOR TO CONTRACT AWARD. RELOCATION OF DUCTWORK, PIPING AND EQUIPMENT, AS REQUIRED, TO AVOID THIS WORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE TENANT. 2. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING SITE BEFORE STARTING ANY FABRICATION OR DOING ANY WORK IN THE FIELD AND SHALL BE RESPONSIBLE FOR THE CORRECT AND PROPER MEASUREMENTS OF HIS WORK ALONG WITH RESOLUTIONS FOR ANY CONFLICT OF SPACE WITH OTHER TRADES. 3. WHERE THE WORK OF TWO OR MORE TRADES INTERFERE WITH EACH OTHER AND A DEVIATION FROM DESIGN IS NECESSARY, NEITHER WORK SHALL PROCEED UNTIL THE TENANT HAS BEEN NOTIFIED OF THE CONFLICT AND THEY HAVE RENDERED A DECISION AS TO WHAT CHANGES SHOULD BE MADE. 4. CONTRACTOR SHALL LOCATE, IDENTIFY AND PROTECT ANY EXISTING SERVICES WHICH ARE REQUIRED TO BE MAINTAINED OPERATIONAL AND SHALL EXERCISE EXTRA CAUTION IN THE PERFORMANCE OF ALL WORK TO AVOID DISTURBING SUCH FACILITIES. ALL COSTS FOR REPAIR OF DAMAGES TO SUCH SERVICES SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. 5. IT IS ESSENTIAL THAT ALL WORK AT THE PROJECT BE DONE AS SUCH TIME AND IN SUCH MANNER AS NOT TO INTERFERE WITH THE NORMAL OPERATIONS OF THE FACILITY. A WORK SCHEDULE SHALL BE ARRANGED WITH THE TENANT TO FACILITATE WORK WITH A MINIMUM OF INTERFERENCE WITH THE TENANTS OPERATIONS. G. AREAS TO BE USED FOR STORAGE SHALL BE ONLY AS DIRECTED BY THE TENANT. ALL STORED MATERIAL SHALL BE RELOCATED OR REMOVED FROM THE SITE AS DIRECTED BY THE TENANT. 7. DAILY, AND AT THE COMPLETION OF THE WORK, EACH CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS AND DEBRIS CAUSED BY HIS WORK. UPON COMPLETION OF EACH CONTRACTOR'S WORK, CONDITIONS OF THE SPACE(S) SHALL BE THE SAME AS FOUND PRIOR TO COMMENCEMENT OF THE WORK. FAILURE TO DO SO MAY RESULT IN THE TENANT'S EMPLOYMENT OF A SEPARATE SERVICE TO OBTAIN THIS CONDITION AND REDUCING THE FACTOR'S CONTRACT AMOUNT BY THE COST OF SUCH A SERVICE. 8. EACH CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO OTHER WORK CAUSED BY HIS WORK OR THROUGH THE NEGLECT OF HIS, OR HIS SUB -TRADE'S PERSONNEL. ALL PATCHING, REPAIRING, REPLACEMENT AND PAINTING, ETC. SHALL BE DONE AS DIRECTED BY THE TENANT BY THE CRAFTSMEN OF THE TRADES INVOLVED. THE COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. E. METHODS 1 . EXCAVATIONS SHALL BE MADE IN OPEN TRENCHES. FLOORS SHALL BE SAW CUT. PIPING SHALL BE LAID ON AN APPROPRIATELY GRADED G" BED OF CLEAN AND DRY SAND. ENGINEERED FILL SHALL BE USED TO BACKFILL TO G" ABOVE THE PIPING. BACKFILL THE REMAINDER OF THE TRENCH UTILIZING THE EXCAVATED MATERIAL IF APPROVED BY THE ARCHITECT OR THE TENANT. IF THE EXCAVATED MATERIALS ARE NOT ACCEPTABLE, ENGINEERED FILL ACCEPTABLE TO THE ARCHITECT SHALL BE UTILIZED TO BACKFILL THE REMAINDER OF THE TRENCH. BACKFILL SHALL BE ACCOMPLISHED IN 9" LIFTS WITH ALL LIFTS COMPACTED TO 95% PROCTOR. PATCH FLOOR TO MATCH EXISTING. 2. EQUIPMENT, PIPING, DUCTWORK, ETC. SHALL NOT BE SUPPORTED FROM ANY CEILINGS, OTHER PIPING, CONDUIT OR DUCTWORK, ROOF DECK, OR JOIST BRIDGING. ITEMS SHALL BE SUPPORTED FROM ACCEPTABLE STRUCTURAL BUILDING COMPONENTS AS DETERMINED BY THE ARCHITECT AND STRUCTURAL ENGINEER. 3. ALL ROOF PENETRATIONS, FLASHINGS AND COUNTER FLASHINGS SHALL BE PERFORMED BY THE TENANTS ROOFING CONTRACTOR AT THE REQUESTING CONTRACTORS COST. REQUESTING CONTRACTORS COST. II. INSULATION A. GENERAL I. INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. 2. CLEAN AND DRY SURFACES PRIOR TO INSULATING. 3. EXTEND INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, HANGERS AND SIMILAR PENETRATIONS. 4. INSULATION JACKET AND FITTING COVER MUST BE PLENUM RATED. 5. IT IS ESSENTIAL THAT THE INTEGRITY OF THE VAPOR -BARRIER BE MAINTAINED. SEAL ALL PENETRATIONS OF THE VAPOR BARRIER BY STAPLES, HANGERS OR WHERE OTHERWISE DAMAGED. 6. MAINTAIN ACCESS TO BALANCING DAMPERS AND VALVES. 7. INSULATION SHALL BE BY OWENS-CORNING, KNAUF, OR MANVILLE. B. HVAC I . INTERNALLY INSULATE WITH I INCH THICK, I - I/2# DENSITY ACOUSTICAL INSULATION (AIR SIDE BLACK COATED TO MEET NFPA) ALL DUCTWORK NOTED AS REQUIRING SUCH. INTERNAL INSULATION SHALL BE INSTALLED PER THE REQUIREMENTS OF THE SMACNA GUIDE AND A MMENDATIONS. DUCT SIZES NOTED ON ANUF CTU S RECO THEM RER DRAWING ARE SHEET METAL DIMENSIONS. 2. ALL SUPPLY AND OUTSIDE AIR DUCTWORK SHALL BE WRAPPED WITH I -1/2 INCH OF 0.75 LB/CU.FT. FIBERGLASS, FOIL BACKED DUCT WRAPPING. C. PLUMBING I . ALL ABOVE GROUND PIPING SHALL BE INSULATED WITH FIBERGLASS PIPING INSULATION WITH AN ALL SERVICE JACKET AND SELF SEALING LAP (ASJ/SSL). a. DOMESTIC HOT AND COLD WATER PIPING UP TO 3/4 INCH DIAMETER - 1/2 INCH THICK. 2. FITTINGS AND VALVES SHALL BE INSULATED WITH PRE -MOLDED FIBERGLASS FITTINGS AND COVERED WITH A PRE -FORMED PVC FITTING COVER. III. SPRINKLER A. GENERAL I . THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF NEPA 13, THE BUILDING TENANT'S INSURANCE COMPANY, THE LOCALLY ENFORCED BUILDING CODE, LOCAL BUILDING AND FIRE OFFICIALS AND ALL OTHER LOCAL AUTHORITIES HAVING JURISDICTION. 2. ALL WORK SHALL BE PERFORMED BY A LANDLORD APPROVED, STATE LICENSED SPRINKLER CONTRACTOR. 3. THIS WORK SHALL INCLUDE ALL PIPING, FITTINGS, HANGERS, EQUIPMENT, ETC., REQUIRED TO COMPLETE THE WORK. 4. SPRINKLER HEADS ARE TO BE CENTERED IN LAY -IN CEILING TILES. HEADS ARE TO BE SPACED SYMMETRICALLY WITH LIGHTING AND OTHER CEILING FIXTURES WHEN INSTALLED IN DRYWALL CEILINGS. 5. DETERMINE VOLUME AND PRESSURE OF INCOMING WATER SUPPLY FROM WATER FLOW TEST DATA. REVISE DESIGN WHEN TEST DATA BECOMES AVAILABLE PRIOR TO SUBMITTALS. 6. SUBMITTALS a. SHOP DRAWINGS: (I) PREPARE AND SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH THE MECHANICAL GENERAL PROVISIONS. (2) SHOW PLANS, CROSS SECTION, ELEVATIONS, DETAILS AND JOB CONDITIONS, RELATIONSHIP TO OTHER WORK. PIPE SIZES, ELEVATIONS ABOVE FLOOR, HEAD LOCATIONS, INSPECTORS TEST CONNECTION, SPRINKLER ENTRANCE, VALVES, ALARMS, BACKFLOW PREVENTER, FLOW SWITCH AND SUPERVISORY DEVICES. (3) SUBMIT DATA ON THE FOLLOWING ITEMS: (a) PIPING AND COUPLINGS. (b) WET ALARM VALVE. (c) BACKFLOW PREVENTER. (d) VALVES AND SUPERVISORY DEVICES. (e) SPRINKLER HEADS AND ESCUTCHEON PLATES. (f) SUPPORTS, HANGERS AND ACCESSORIES. (g) SEISMIC CALCULATIONS (4) SUBMIT AND RECEIVE APPROVAL FROM THE AUTHORITY HAVING JURISDICTION PRIOR TO SUBMITTAL. (5) ONCE THE AUTHORITY HAVING JURISDICTION HAS APPROVED SHOP DRAWINGS, THE SUBCONTRACTOR SHALL SEND EIGHT SETS OF APPROVED STAMPED PLANS AND EQUIPMENT CUTS TO THE ARCHITECT FOR APPROVAL. (6) PLANS SUBMITTED WITHOUT ALL HYDRAULIC CALCULATIONS WILL BE RETURNED "REJECTED". PROVIDE INDEPENDENT HYDRAULIC CALCULATION SHEETS. (7) ALL SPRINKLER PLANS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL FIRE PROTECTION ENGINEER LICENSED WITH THE STATE WHERE THE STORE IS LOCATED. (8) AT THE COMPLETION OF THE PROJECT, PROVIDE TENANT WITH OPERATION AND MAINTENANCE MANUALS INCLUDING "AS -BUILT" RECORD DRAWINGS, SPECIFICATIONS AND APPROVED PLANS. B. CRITERIA I. CONTRACTOR SHALL VERIFY WITH THE LANDLORD'S REPRESENTATIVE FOR ANY ADDITIONAL CRITERIA (PIPE SIZING; PIPE SCHEDULE OR HYDRAULIC). 2. DESIGN AND INSTALL THE SPRINKLER SYSTEM AND PIPING TO CONFORM WITH NEPA 13, ORDINARY HAZARD DESIGN WITH A MAXIMUM SPACING OF 130 SQUARE FEET PER SPRINKLER HEAD IN SALES AREAS AND 100 SQUARE FEET PER HEAD IN STOCK AREAS. 3. THE PROJECT AREA CURRENTLY HAS AN EXISTING SPRINKLER SYSTEM INSTALLED WITH FLUSH SPRINKLER HEADS INSTALLED ON A STANDARD GRID PATTERN. CONTRACTOR SHALL DESIGN AND MODIFY THE EXISTING SPRINKLER SYSTEM PIPING AND HEADS. THIS WORK SHALL INCLUDE THE RAISING OF ANY EXISTING SPRINKLER PIPING WHICH INTERFERES WITH DESIGNED CEILING ELEVATIONS. SEE ARCH. DRAWINGS FOR CEILING ELEVATIONS. PROVIDE ANY AUXILIARY DRAIN PIPING REQUIRED FOR ANY TRAPPED SPRINKLER PIPING. 4. SEE ARCH. DRAWINGS FOR CEILING ELEVATIONS. C. COMPONENTS I . PROVIDE A WATTS REGULATOR NO. (007 -LF 3/4 TO 2.5" 009 2" TO I 0") DOUBLE CHECK VALVE ASSEMBLY BACKFLOW PREVENTER IN THE PIPING TO THE SPRINKLER HEADS IMMEDIATELY FOLLOWING THE CONNECTION TO THE DOMESTIC WATER SYSTEM. 2. FIRE DEPARTMENT CONNECTION: POTTER-ROEMER OR EQUAL SERIES 5020, 4 x 2V2 x 2V2, WITH ALL STANDARD FEATURES, "AUTO. SPKR." LETTERING, AND THREAD TO MATCH LOCAL FIRE DEPARTMENT REQUIREMENTS. - FLUSH MOUNTED FIRE DEPARTMENT INLET CONNECTION WITH WALL PLATE WITH "AUTOMATIC SPRINKLER" IDENTIFICATION, ALL BRASS CONSTRUCTION AND POLISHED BRASS FINISH. CONTACT THE FIRE DEPARTMENT TO VERIFY FIRE DEPARTMENT CONNECTION TYPE AND TREAD PATTERN TO MATCH THAT OF THE FIRE DEPARTMENT EQUIPMENT. PROVIDE 4" UL LISTED CHECK VALVE WITH BALL DRIP PIPED TO DRAIN. D. SUPERVISION: I. THE RISER CONTROL. VALVE AND ALL ZONE VALVES SHALL HAVE ELECTRIC SUPER VISION TO SIGNAL THE BUILDING FIRE ALARM SYSTEM. TAMPER SWITCHES PROVIDED BY SPRINKLER SUBCONTRACTOR AND WIRED BY THE ELECTRICAL SUBCONTRACTOR. 2. MECHANICAL: ALL OTHER VALVES SHALL BE PADLOCKED IN STANDARD OPERATING POSITION, WITH 2 KEYS PER PADLOCK AND ALL PADLOCKS SHALL BE KEYED THE SAME. CHAIN AND PADLOCK ALL VALVES OVER 2" SIZE. E. PIPING I . PIPING SHALL BE BLACK STEEL PIPE PER NEPA 13. 2. PIPE HANGERS FOR THE SPRINKLER SYSTEM SHALL BE ADJUSTABLE CLEVIS HANGERS WITH APPROPRIATE CLAMP (DEPENDING ON STRUCTURE). ALL PIPING SHALL BE SUPPORTED ON A MAXIMUM OF 10' CENTERS. F. SPRINKLER HEADS I. SPRINKLER HEADS IN AREAS WITH CEILINGS SHALL BE CENTRAL SPRINKLER CORP, DIVISION OF TYCO. SERIES TY -L, V2" ORIFICE, RECESSED, POLISHED CHROME PENDANT AUTOMATIC SPRINKLER HEAD WITH TWO PIECE FACTORY WHITE METAL ESCUTCHEON. 2. SPRINKLER HEADS IN AREAS WITH DRYWALL CEILINGS SHALL BE CENTRAL SPRINKLER CORP, DIVISION OF TYCO. ROYAL FLUSH II SERIES RFII, 165 F, WITH A WHITE CEILING PLATE. 3. SPRINKLER HEADS IN AREAS WITH EXPOSED STRUCTURE SHALL BE BRASS UPRIGHT CENTRAL SPRINKLER CORP. DIVISION OF TYCO SERIES TY -L, V2" ORIFICE, 165 F. IV. PLUMBING A. GENERAL I. THE ENTIRE PLUMBING INSTALLATION, MATERIALS, EQUIPMENT, ETC. SHALL CONFORM TO THE REQUIREMENTS OF THE LOCALLY ENFORCED BUILDING CODE, THE PLUMBING CODE, THE AMERICAN DISABILITIES ACT GUIDELINES, ANSI A 117. I REQUIREMENTS FOR THE PHYSICALLY CHALLENGED AND THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS). CONTRACTOR TO VERIFY ALL PLUMBING ROUGH IN DIMENSIONS MEET THE ABOVE NOTED REQUIREMENTS. VERIFY FINAL ROUGH IN WITH ARCHITECT PRIOR TO BACKFILLING OR WALL INSTALLATION. 2. TEST ALL SEWER AND WATER PIPING IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. 3. FURNISH ACCESS DOORS FOR WALL CLEAN OUTS AND VALVES IN WALLS. 4. ALL FIXTURES AND EQUIPMENT NOT SPECIFIED HERE -IN ARE BEING PROVIDED BY OTHERS. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ROUGHING IN ALL SERVICES FOR ALL EQUIPMENT WHETHER PROVIDED BY THIS CONTRACTOR OR OTHERS. CONTRACTOR SHALL COORDINATE HIS INSTALLATION WITH THE APPROPRIATE EQUIPMENT SUPPLIER FOR PROPER ROUGH IN INFORMATION AND SHALL REVISE THE DESIGN AS REQUIRED TO MATCH THE EQUIPMENT BEING SUPPLIED. THIS CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO CONNECT ALL FIXTURES TO THE PLUMBING SYSTEMS INCLUDING BUT NOT LIMITED TO; ALL WATER OR NATURAL GAS CONNECTIONS FROM APPROPRIATE STOP OR VALVE, ALL DIRECT SANITARY CONNECTIONS, ALL INDIRECT WASTE CONNECTIONS TO FLOOR DRAINS OR SINKS FROM SINKS OR EQUIPMENT, COOLER AND FREEZER COIL CONDENSATE DRAIN PIPING, ETC. 5. FIRE STOPPING - REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPE AND UL CONSTRUCTION DESIGN NUMBER. FOR RATED MASONRY WALL AND FLOOR ASSEMBLIES, PROVIDE A UL APPROVED THROUGH -PENETRATION FIRE STOP SYSTEM NUMBER C -AJ- 1175. FOR RATED GYPSUM BOARD ASSEMBLIES, PROVIDE A UL APPROVED THROUGH -PENETRATION FIRE STOP SYSTEM NUMBER W -L- 1003. B. PIPING I . PIPE HANGERS FOR THE PLUMBING SYSTEM SHALL BE ADJUSTABLE CLEVIS HANGERS WITH APPROPRIATE CLAMP. ALL PIPING SHALL BE SUPPORTED ON A MAXIMUM SPACING OF: a. 6' CENTERS FOR PIPING 3/4" AND SMALLER. b. 8' CENTERS FOR I " PIPING. c. 10' CENTERS FOR PIPING LARGER THAN I ". d. PIPING ABOVE THE ROOF SHALL BE SUPPORTED PER THE DETAIL ON THE DRAWINGS. e. PIPE HANGERS FOR INSULATED PIPING SYSTEMS SHALL BE SIZED FOR THE GROSS OUTSIDE DIMENSION OF THE PIPE AND INSULATION. SEE INSULATION SPECIFICATIONS FOR INSULATION REQUIREMENTS. C. SANITARY AND VENT I . ALL PIPING SHALL PITCH TO IT'S APPROPRIATE MAIN AT NO LESS THAN I /8" PER FOOT SLOPE. 2. UNDERGROUND WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON HUB AND SPIGOT PIPE WITH COMPRESSION GASKET JOINTS OR SCHEDULE 40 DWV PVC PIPING AND FITTINGS WITH SOLVENT WELDED JOINTS. ND WASTE AND VE NT PIPING SHALL BE SERVICE WEIGHT A OVE GROU 3. B CAST IRON NO -HUB PIPE WITH STAINLESS STEEL BANDED JOINTS AND BE HUNG PER C.I.S.P.I. REQUIREMENTS OR SCHEDULE 40 DWV PVC PIPING AND FITTINGS WITH SOLVENT WELDED JOINTS. a. PVC PIPING SHALL NOT BE INSTALLED IN A RETURN AIR PLENUM. D. DOMESTIC WATER I. CONTRACTOR SHALL COORDINATE WITH THE BUILDING TENANT AND THE LOCAL WATER COMPANY FOR THE INSTALLATION OF A NEW WATER METER. THIS SHALL INCLUDE THE FEES/COSTS AND INSTALLATION OF A NEW WATER METER AS SHOWN ON THE PLANS AND THE ASSOCIATED REMOTE READER. THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL WATER COMPANY. LOCATE REMOTE READER AT BUILDING TENANT'S AND WATER COMPANY'S DIRECTION. 2. TEST WATER PIPING TO HYDROSTATIC PRESSURE OF 100 PSIG. FOR TWO HOURS. STERILIZE ALL DOMESTIC WATER PIPING IN ACCORDANCE WITH A.W.W.A. STANDARDS. 3. ABOVE GROUND WATER PIPING, 3" AND SMALLER, SHALL BE TYPE "L" HARD DRAWN COPPER PIPE WITH WROUGHT COPPER FITTINGS AND 55-5 SOLDERED JOINTS. AS AN ALTERNATE THE CONTRACTOR MAY UTILIZE COPPER PRESS FITTINGS (PROPRESS SYSTEM) AS MANUFACTURED BY VIEGA. FITTINGS SHALL CONFORM TO THE MATERIAL AND SIZING REQUIREMENTS OF ASME B 16. 18 OR ASME B 16.22. O -RINGS FOR FITTINGS SHALL BE EDPM. INSTALLATION OF FITTINGS SHALL CONFORM TO CODE AND THE MANUFACTURER'S SPECIFICATIONS/REQUIREMENTS. WATER PIPING JOINTS BETWEEN DIFFERENT MATERIALS SHALL BE PER THE LOCALLY ENFORCED PLUMBING CODE SECTION 605.22. 4. DOMESTIC WATER VALVES SHALL BE MILWAUKEE VALVE #BA- 100 OR #BA- 150 BALL VALVE E. NATURAL GAS SYSTEMS (WHERE APPLICABLE TO PROJECT SCOPE) I. GENERAL a. CONTRACTOR SHALL COORDINATE WITH THE LOCAL GAS COMPANY TO PROVIDE A NEW GAS METER. THE ENTIRE INSTALLATION SHALL CONFORM TO THE GAS COMPANY REQUIREMENTS. ALL FEES AND/OR COSTS ASSOCIATED WITH THE GAS SERVICE AND METER SHALL BE PAID BY THE CONTRACTOR. 2. PIPING a. NATURAL GAS PIPING MATERIAL, JOINTS AND INSTALLATION SHALL MEET THE REQUIREMENTS OF THE LOCALLY ENFORCED INTERNATIONAL FUEL AND GAS CODE, THE UTILITY COMPANY REQUIREMENTS AND ANY OTHER AUTHORITIES HAVING JURISDICTION. b. ALL ELEVATION CHANGES AND CONNECTIONS TO EQUIPMENT SHALL HAVE A 6" DEEP DRIP LEG. a. PROVIDE A FULL SIZE GAS SHUT-OFF VALVE AND GROUND JOINT UNION AT ALL CONNECTIONS TO GAS FIRED EQUIPMENT. d. IN NO CASE MAY A VALVE BE INSTALLED IN A RETURN AIR PLENUM. e. UNDERGROUND NATURAL GAS PIPING SHALL BE 8100 HIGH DENSITY POLYETHYLENE AS MANUFACTURED BY PHILLIPS DRISCOPIPE CO. AND AS APPROVED BY GAS COMPANY. PIPING SHALL BE INSTALLED PER GAS COMPANY AND MANUFACTURER'S REQUIREMENTS. f. ABOVEGROUND NATURAL GAS PIPING SHALL BE: (I) 2" AND SMALLER: SCHEDULE 40 BLACK STEEL PIPE WITH THREAD JOINTS AND MALLEABLE IRON FITTINGS. (2) 2- 1 /2" AND LARGER: SCHEDULE 40 BLACK STEEL PIPE WITH WROUGHT STEEL BUTTWELD FITTINGS. g. GAS SHUT-OFF VALVES SHALL BE: (I) I " AND SMALLER: 125 LB. IRON BODY WITH BRONZE PLUG WASHER. CRANE # 320 OR HOMESTEAD # 6O I . (2) I - 1 /4" AND LARGER: LUBRICATED PLUG COCK. NORDSTRUM # 142 OR HOMESTEAD #602. (3) OR APPROVED EQUAL VALVES BY NIBCO, LUNKENHEIMER, STOCKHAM OR POWELL. h. THE TRANSITION RISER FROM UNDERGROUND PLASTIC GAS PIPING TO THE ABOVE GROUND STEEL GAS PIPING SHALL BE AS MANUFACTURED BY PERFECTION CORP. OF MADISON, OHIO. INSTALLATION SHALL CONFORM TO GAS COMPANY AND MANUFACTURER'S REQUIREMENTS. V. HVAC EQUIPMENT (NOTE, ALL EQUIPMENT LISTED MAY NOT PERTAIN TO THIS PROJECT. REFER TO DRAWINGS FOR NEW EQUIPMENT AND EXISTING TO REMAIN). A. INSTALLATION OF ALL EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION INFORMATION AND INSTRUCTIONS, REQUIREMENTS AND ANY ADDITIONAL GUIDELINES. CONTRACTOR SHALL PROVIDE ALL ADDITIONAL REQUIRED ACCESSORIES REQUIRED TO COMPLETE THE INSTALLATIONS. B. HVAC EQUIPMENT SHALL BE "STARTED UP" BY A FACTORY TRAINED AND AUTHORIZED SERVICE TECHNICIAN. ALL FACTORY STARTUP FORMS SHALL BE COMPLETED AND TURNED OVER TO THE TENANT WITH ALL COMPLETED WARRANTY CARDS PRIOR TO FINAL APPROVAL. C. PACKAGE ROOFTOP HEATING AND AIR-CONDITIONING UNITS I UNIT SHALL BE OF ONE-PIECE PACKAGED CONSTRUCTION COMPLETELY ASSEMBLED, WIRED AND FACTORY TESTED. 2. CABINET SHALL BE DESIGNED FOR FULL ROOF CURB SUPPLY AND RETURN DESIGNED TO MATE AND SEALWITH THE ROOF CURB, BAKED ENAMEL FINISH, HINGED ACCESS PANELS SHALL BE PROVIDED WITH QUICK RELEASE FASTENERS AND HANDLES. ALL INTERIOR SURFACES SHALL BE COMPLETELY INSULATED WITH FOIL, VINYL OR NEOPRENE -BACKED INSULATION. 3. WIRING SHALL COMPLY WITH LATEST EDITION OF THE NEC AND SHALL INCORPORATE 3 -LEG OVERLOAD PROTECTION FOR THE COM PRESSOR(S). 4. EVAPORATOR FANS SHALL BE BELT DRIVEN WITH ADJUSTABLE SHEAVES OR MULTI SPEED, FIELD ADJUSTABLE. 5. UNIT SHALL BE COMPLETE WITH PRESSURE SAFETY CONTROLS, ANTI -SHORT CYCLE PROTECTION, AND FACTORY FURNISHED ECONOMIZER DAMPERS, INTAKE HOODS, HAIL GUARDS AND CONTROLS (WHEN SPECIFICALLY NOTED ON THE DRAWINGS). 6. SEE DRAWING FOR INDIVIDUAL UNIT PERFORMANCE REQUIREMENTS. D. ROOF MOUNTED DOWNBLAST EXHAUST VENTILATOR. I . ALL ALUMINUM HOUSING WITH BACKWARD -INCLINED ALUMINUM WHEEL. HINGED BASE, 14 -INCH ROOF CURB, BACKDRAFT DAMPER AND BIRDSCREEN. 2. DIRECT DRIVE MOTOR WITH PERMANENTLY LUBRICATED BEARINGS, WITH PREWIRED FAN SPEED CONTROLLER. 3. PROVIDE WITH PRE -WIRED STANDARD DISCONNECT A PFFFP Tn n241A/Inl(, Fn2 FAN' PFPFn2nA4nlrF 4nin C,17IMC n4T4 VI. AIR DISTRIBUTION A. AIR DISTRIBUTION I . DUCTWORK (ROUND OR RECTANGULAR OR SPIRAL) SHALL BE OF GALVANIZED STEEL CONSTRUCTION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA MANUAL AND THE FOLLOWING PRESSURE / SEAL SCHEDULE: a. DUCTWORK BETWEEN AHU (ROOFTOP UNIT) AND VAV BOXES - 3" W.G. POSITIVE PRESSURE, EAL CLASS A. b. OTHER SUPPLY AIR DUCTWORK - 2" W.G. POSITIVE PRESSURE, SEAL CLASS B. c. RETURN * EXHAUST DUCTWORK - 2" W.G. NEGATIVE PRESSURE, SEAL CLASS B. 2. ROUND DUCT ELBOWS SHALL BE LONG SWEEP, I -1 /2 TIMES THE CENTERLINE RADIUS UNLESS CLEARANCE IS NOT AVAILABLE AT WHICH TIME MITERED ELBOWS WITH TURNING VANES SHALL BE UTILIZED. 3. RECTANGULAR ELBOWS SHALL BE FURNISHED WITH DOUBLE THICKNESS TURNING VANES. TURNING VANES SHALL BE FASTENED WITH A DOUBLE ROW OF SCREWS. 4. FLEXIBLE CONNECTIONS AT THE INLET AND OUTLET OF THE RTU. INSTALL FLEXIBLE CONNECTIONS WITH 3" WIDE DOUBLE NEOPRENE COATED FLAME RETARDANT, NEPA 90A APPROVED, FIBERGLASS FLEXIBLE NN ON TO HAVE A MINIMUM OF 24 GAGE CONNECTION. FLEXIBLE CO ECTI 3" WIDE SHEET METAL COLLARS PERMANENTLY ATTACHED TO EACH SIDE. 5. MITERED OFFSETS GREATER THAN 30 DEGREES IN EITHER DIRECTION SHALL NOT BE PERMITTED. 6. CHANGES IN DUCT SIZES SHALL BE MADE BY UNIFORM TAPER SECTION WITH A MAXIMUM INCLUDE ANGLE OF DIVERGENCE OF 15DEGREES. 7. RECTANGULAR BALANCING DAMPERS - RUSKIN MD25 SHALL BE SINGLE BLADE UP TO 6" IN HEIGHT AND 36" IN WIDTH, AND RUSKIN MD35 MULTI -BLADE FOR LARGER SIZES. ALL ROUND BALANCING DAMPERS SHALL BE COMMERCIAL GRADE SINGLE BLADE UP TO 16" IN DIAMETER SHALL INCORPORATE LOCKING TYPE INDICATING ADJUSTMENT. BALANCING DAMPERS SHALL BE INSTALLED IN ALL BRANCH DUCTS OFF MAIN AND ON ALL TAPS OFF DUCTS TO DIFFUSERS UNLESS OTHERWISE NOTED ON DRAWINGS. 8. FINAL CONNECTIONS TO DIFFUSERS MAY BE MADE WITH FLEXIBLE DUCTWORK BUT IT'S USE IS LIMITED TO STRAIGHT HORIZONTAL OR VERTICAL RUNS. ALL CHANGES OF DIRECTION IN AN DUCT SYSTEM (GALVANIZED OR FLEXIBLE) SHALL BE MADE WITH AN APPROPRIATE GALVANIZED ELBOW. MAXIMUM LENGTH OF ANY FLEXIBLE DUCT IS 5'-0". 9. FLEXIBLE DUCTS TO DIFFUSERS SHALL BE ATCO RUBBER PRODUCTS, INC. MODEL UPC #070, INSULATED (R=4.2), U.L. 18 I RATED AND CLASS I AIR CONNECTOR. MAXIMUM LENGTH OF FLEXIBLE DUCT TO DIFFUSER TO BE 5'-0". 10. FIRE DAMPERS SHALL BE RUSKIN AND SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND SMACNA REQUIREMENTS FOR A U.L. APPROVED INSTALLATION. FIRE DAMPERS SHALL BE TYPE "B" (BLADES AND FRAME COMPLETELY OUT OF THE AIRSTREAM) FOR ALL WALL ASSEMBLIES AND SHALL BE INSTALLED WITH THE APPROPRIATE WALL SLEEVE AND ANGLES PER UL 555. FIRE DAMPERS SHALL BE INSTALLED IN ALL FIRE RATED WALLS. VERIFY FIRE RATED WALL LOCATIONS AND RATINGS ON THE ARCHITECTURAL DOCUMENTS. FOR ALL FLOOR PENETRATIONS PROVIDE RUSKIN TYPE "LR" FIRE DAMPERS. SEE DETAILS ON DRAWINGS FOR ADDITIONAL INSTALLATION REQUIREMENTS. I I . DOUBLE THICKNESS INSULATED ACCESS DOORS SHALL BE PROVIDED AT ALL FIRE DAMPERS FOR ACCESS TO FUSIBLE LINK. DOOR SHALL BE SIZED TO ALLOW FOR EASY SERVICE AND ACCESSIBILITY. ACCESS DOORS SHALL BE A MINIMUM OF 24" IN THE LONGEST DIMENSION. 12. PROVIDE 3"x3"x 1/4" ANGLE FRAMING AROUND THE ROOF OPENINGS FOR THE SUPPLY AND RETURN AIR DUCTWORK. 13. SUPPORT ALL SHEET METAL AND EQUIPMENT FROM ANGLE IRON CONNECTED TO STRUCTURAL STEEL. DO NOT SUSPEND DUCT OR EQUIPMENT FROM METAL DECK OR JOIST BRIDGING. VII. CONTROLS A. CONTROL WIRING SHALL BE PLENUM RATED CABLE WITH COLOR CODED 18 AWG WIRES (MINIMUM). B. CONTRACTOR SHALL PROVIDE ALL WIRING BETWEEN THERMOSTAT AND EQUIPMENT (AIR HANDLER, ROOFTOP UNIT, CONDENSING UNIT, ETC.). C. CONTRACTOR SHALL FURNISH AND INSTALL A 120 (24) VOLT SUPPLY AIR DUCT MOUNTED IONIZATION SMOKE DETECTOR. DETECTOR SHALL BE WIRED, BY THE ELECTRICAL (CONTROLS) CONTRACTOR, TO SHUT DOWN UNIT UPON ACTIVATION. D. THERMOSTATS I. FURNISH AND INSTALL A HONEYWELL 7 DAY PROGRAMMABLE HEATING/COOLING THERMOSTAT AND CLEAR LOCKABLE COVER WITH APPROPRIATE CONTROL WIRING BETWEEN THERMOSTAT, (FURNACE AND CONDENSING UNIT) ( ROOFTOP) AS REQUIRED TO PROVIDE A COMPLETE OPERATING SYSTEM. WIRING SHALL BE MINIMUM 18 AWG. 2. THERMOSTATS SHALL BE MOUNTED WHERE INDICATED ON THE DOCUMENTS. 3. CONTRACTOR SHALL PROGRAM THERMOSTAT PER THE TENANT'S REQUIREMENTS AND TRAIN TENANT'S PERSONNEL IN THE OPERATION AND PROGRAMMING OF THE THERMOSTAT AND SYSTEM. VIII. TESTING AND BALANCING A. TESTING AND BALANCING SHALL NOT BEGIN UNTIL THE SYSTEM HAS BEEN COMPLETED, IS IN FULL WORKING ORDER AND ALL EQUIPMENT START-UP HAS BEEN COMPLETED. ALL HVAC SYSTEMS AND EQUIPMENT SHALL BE PUT INTO FULL OPERATION AND THE OPERATION OF SAME CONTINUED DURING EACH WORKING DAY OF THE TESTING AND BALANCING. B. AN INDEPENDENT "MBC" OR "NEBB" CERTIFIED AIR AND WATER BALANCE CONTRACTOR SHALL TEST AND BALANCE THE SYSTEM AND REPORT RESULTS TO THE ENGINEER TENANT AND THE LANDLORD. I . ALL WORK SHALL BE DONE UNDER DIRECT SUPERVISION OF THE CERTIFIED BALANCING ENGINEER AND BY QUALIFIED BALANCING TECHNICIANS. 2. METHODS AND FORMS SHALL BE IN ACCORDANCE WITH THE CERTIFICATION AGENCIES RECOMMENDATIONS AND REQUIREMENTS. 3. COMPLY WITH ASHRAE RECOMMENDATIONS PERTAINING TO MEASUREMENTS, INSTRUMENTS, TESTING, ADJUSTING AND BALANCING. 4. ALL QUANTITIES SHALL BE WITHIN 10% OF THE DESIGN VALUES. 5. CONTRACTOR SHALL PROVIDE ANY SHEAVE CHANGES REQUIRED ON THE HVAC UNIT. C. PERFORMANCE TEST I . AFTER ALL HVAC EQUIPMENT IS INSTALLED, TESTED AND BALANCED AS SPECIFIED HEREIN THEY SHALL BE OPERATED AND PLACED UNDER SURVEILLANCE FOR A PERIOD OF AT LEAST ONE (I) DAY, THIS MAY INCLUDE THE DAY OF STARTUP, TO VERIFY THAT ALL EQUIPMENT IS PRODUCING THE REQUIRED CAPACITY. THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR THE OPERATION OF THE EQUIPMENT DURING THE ENTIRE PERIOD. 2. TEST SHALL BE PERFORMED WITH ALL CONTROLS IN THE AUTOMATIC POSITION AND BUILDING LIGHTS, DAMPERS, ETC. POSITIONED TO SIMULATE NORMAL OPERATION OF THE HVAC SYSTEM. 3. DURING THE TEST, CONTROL SEIIINGS MAY REQUIRE ADDITIONAL ADJUSTMENTS TO PRODUCE THE BEST BALANCED SYSTEM OPERATION. THEIR FINAL SLIIING OF EACH OPERATING AND SAFETY CONTROL SHALL BE RECORDED, THEY SHALL INCLUDE, BUT NOT LIMITED TO, THERMOSTATS, LIMIT CONTROLS, AND OTHER SIMILAR ITEMS. 4. SHOULD COMPLETION OF THE INSTALLATION OCCUR AT SUCH TIME THAT THE REQUIRED PERFORMANCE TEST MUST BE CONDUCTED DURING A SEASON WHEN THE FULL OPERATION OF EITHER THE HEATING OR COOLING SYSTEM CAN NOT BE CHECKED, THE CONTRACTOR SHALL PERFORM THE TEST AND RECORD ALL SUCH DATA AS IS AVAILABLE WITH SYSTEM OPERATING AUTOMATICALLY UNDER THE PREVAILING WEATHER CONDITIONS. THAT PART OF THE SYSTEM WHICH CAN NOT BE TESTED SHALL BE DELAYED UNTIL THE WEATHER IS APPROPRIATE, AT WHICH TIME THE REMAINING PART OF THE REQUIRED TESTS SHALL BE CONDUCTED AND DATA RECORDED ACCORDINGLY. D. ACCEPTANCE AND CHECK-OUT - CONTRACTOR SHALL PROVIDE QUALIFIED PERSONNEL, AT NO ADDITIONAL COST TO THE TENANT, AS MAY BE REQUIRED BY THE ENGINEER FOR THE PURPOSE OF VERIFYING PROPER OPERATION AND INSTALLATION OF THEIR WORK AT THE TIME OF REQUEST FOR ACCEPTANCE. ELECTRICAL SPECIFICATIONS DIVISION 16 - ELECTRICAL I. PART I - GENERAL A. DESCRIPTION OF WORK 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND TOOLS NECESSARY TO COMPLETE THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN. 2. THE ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL PROVISIONS OF THE NATIONAL ELECTRICAL CODE (NFPA 70), AS WELL AS ANY MODIFICATIONS OR REGULATIONS PUBLISHED BY LOCAL OR STATE AUTHORITIES THE ELECTRICAL WORK SHALL ALSO BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE LATEST EDITIONS OF THE STATE BUILDING CODE, NFPA 7 I , NFPA 101 AND THE AMERICANS WITH DISABILITIES ACT WHERE APPLICABLE. 3. ELECTRICAL, MECHANICAL, ARCHITECTURAL, STRUCTURAL, AND ALL OTHER DRAWINGS, AS WELL AS SPECIFICATIONS AND ADDENDUMS SHALL BE PART OF THE CONTRACT DOCUMENTS. 4. EQUIPMENT AND MATERIALS USED ON THIS PROJECT SHALL BE NEW, U.L. LABELED AND MEET OSHA REQUIREMENTS. EQUIPMENT AND MATERIAL SHALL BE PROTECTED AND SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR UNTIL FORMALLY ACCEPTED BY THE TENANT. 5. TEMPORARY ELECTRICAL SERVICE, LIGHTING, AND RELATED WIRING SHALL BE PROVIDED TO OSHA REQUIREMENTS FOR THE USE OF ALL TRADES DURING CONSTRUCTION. 6. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF ELECTRICAL WORK. ALL CORE DRILLING OR CUTTING OF FIRE RATED FLOORS, SHAFTS AND WALLS SHALL BE FIRE STOPPED PRIOR TO FINISH PATCHING. ALL PENETRATIONS SHALL BE FIRE SEALED TO MATCH THE FIRE RATING OF THE FLOORS, SHAFTS OR WALLS PENETRATED. 7. TEMPERATURE AND INTERLOCK CONTROL COMPONENTS AND ALL RELATED CONDUIT AND WIRING SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 8. THE GENERAL CONTRACTOR SHALL VERIFY SITE LIGHTING BASE DETAILS WITH STRUCTURAL ENGINEER TO VERIFY APPLICABILITY WITH POLE/FIXTURE Anln (�nnrnITlnnl=, B. PERMITS AND FEES 1. THE ELECTRICAL CONTRACTOR SHALL SECURE AND PAY FOR LOCAL AND/OR STATE PERMITS AND INSPECTION FEES REQUIRED FOR THE ELECTRICAL WORK. C. GROUNDING 1. GROUND ALL CONDUITS, CABINETS, MOTORS, PANELS, AND OTHER EXPOSED NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE ARTICLE 250. 2. GROUNDING OF THE ELECTRICAL SYSTEM SHALL BE BY MEANS OF AN INSULATED GROUNDING CONDUCTOR INSTALLED WITH ALL FEEDERS AND BRANCH CIRCUIT CONDUCTORS IN ALL CONDUITS. D. TESTS 1. TEST FOR GROUNDS, SHORT CIRCUITS, AND PROPER FUNCTION OF ALL EQUIPMENT AFTER INSTALLATION IS COMPLETE. FAULTS IN THE INSTALLATION SHALL BE CORRECTED AT NO COST TO THE TENANT. E. DEMOLITION I ING ELECTRICAL E UIPMENT IF APPLICABLE SHALL BE PART 1. DEMOLITION OF EX ST Q OF THE ELECTRICAL WOR AS INDICATED ON THE DRAWINGS. K F. GUARANTEES 1. GUARANTEE FOR ONE YEAR AFTER ACCEPTANCE BY TENANT, ALL WORKMANSHIP AND MATERIALS FURNISHED. II. PART 2 - PRODUCTS A. CONDUIT 1. CONDUIT SHALL BE HEAVY WALL RIGID GALVANIZED STEEL WHERE EXPOSED AND SUBJECT TO DAMAGE, 8'-0" AFF AND BELOW, AND IN WET LOCATIONS WHERE INDICATED ON THE DRAWINGS. UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC AND SHALL BE CONCRETE ENCASED (3' MINIMUM) WHERE INDICATED ON THE DRAWINGS. A TRANSITION SHALL BE MADE TO HEAVY WALL RIGID GALVANIZED STEEL BEFORE PVC CONDUITS PENETRATE THE FLOOR SLAB. INTERIOR CONDUITS SHALL BE ELECTRICAL METALLIC TUBING (EMT). METAL CLAD (MC) CABLE MAY BE USED IF APPROVED BY THE TENANT, AND INSTALLED IN LOCATIONS PERMITTED BY CODE. FLEXIBLE METAL CONDUIT SHALL BE USED FROM OUTLET BOX TO INDIVIDUAL RECESSED LIGHT FIXTURES, AND FOR FINAL CONNECTIONS TO MOTORS AND OTHER DEVICES SUBJECT TO VIBRATION. 3. SURFACE METAL RACEWAY SHALL BE WIREMOLD #G-3000 SERIES OR APPROVED EQUAL, GRAY. USED AT PASS THRU. LENGTH AS CALLED OUT ON PLAN. INCLUDES ALL ACCESSORIES. 2. B. CONDUIT FITTINGS AND BOXES 1. INTERIOR OUTLET BOXES SHALL BE STANDARD GALVANIZED SHEET STEEL TYPE, NOT LESS THAN 14 GAUGE IN THICKNESS, WITH KNOCKOUT OPENINGS, EXTENSIONS, PLASTER RINGS AND COVER PLATES TO ACCOMMODATE THE DEVICES INSTALLED. COVER PLATES SHALL BE SMOOTH PLASTIC TO MATCH DEVICE COLOR. USE STEEL PLATES WITH ROUNDED CORNERS FOR SURFACE BOXES. OUTDOOR (WET LOCATION) OUTLET BOXES SHALL BE CAST ALUMINUM TYPE WITH DEVICE COVERS TO SUIT. 2. OUTLET BOXES SHALL NOT BE LESS THAN 4 INCHES SQUARE, I -1/2 INCHES DEEP. 3. COUPLINGS AND CONNECTORS FOR EMT SHALL BE DIE CAST ZINC OR STEEL. BUSHING SHALL BE GROUNDING TYPE WITH INSULATING PLASTIC INSERT. 4. FLOOR JUNCTION BOX WITH COVER SHALL BE HUBBELL #82527 BRASS STEEL DEEP BOX WITH #52525 BRASS STEEL COVER OR APPROVED EQUAL. USED AT D3 LF- I CASEWORK AND FUTURE MILLWORK/CASEWORK. 5. ALL COVER PLATE FOR OUTLETS, SWITCHES AND RECEPTACLES SHALL BE WHITE. C. WIRE AND CABLE 1. CONDUCTORS FOR POWER AND LIGHTING SHALL BE NEW COO -VOLT, 90 C, TYPE XHHW, THHN, OR THWN INSULATION, MINIMUM SIZE # 1 2 -AWG, EXCEPT FOR CONTROL WIRING WHICH MAY BE # 14 -AWG. OTHER SIZES SHALL BE AS NOTED ON THE DRAWINGS. CONDUCTORS SHALL BE COPPER, UNLESS OTHERWISE APPROVED BY THE TENANT. 2. BRANCH CIRCUIT RUNS EXCEEDING 100 FEET IN TOTAL LENGTH FROM THE PANELBOARD TO THE LAST DEVICE, SHALL BE # 1 O -AWG CONDUCTORS UNLESS OTHERWISE NOTED. 3. COMPRESSION TYPE LUGS AND CONNECTORS SHALL BE USED FOR ALL TERMINATIONS AND SPLICES. 4. ALL LOW VOLTAGE COMMUNICATIONS, FIRE ALARM, DATA, SECURITY, TELEPHONE AND ALL OTHER MISCELLANEOUS LOW VOLTAGE WIRING INSTALLED IN CEILING SHALL BE PLENUM RATED. 5. TELEPHONE WIRING SHALL BE 4 PAIR 22/24 AWG (PLENUM RATED). MANUFACTURER SELECTED BY EC. 6. DATA (EYENET-POS) WIRING SHALL BE BERK-TEK PART # 10032207, CATEGORY 5E OR 4. PAIR UTP (PLENUM RATED). PROVIDE 6' OF EXCESS CABLE AT CASHWRAP AND 3' OF CABLE AT THE PHONEBOARD AND OTHER LOCATIONS. TENANT VENDOR TO PERFORM PUNCH DOWN AND SYSTEMS VERIFICATION. D. WIRING DEVICES 1. DUPLEX RECEPTACLES SHALL BE GROUNDING TYPE, NEMA 5-20R, RATED FOR 20 AMPS, 125 VOLTS, WITH PROVISIONS FOR BACK AND SIDE WIRING. a. SPECIFICATION GRADE DUPLEX RECEPTACLE SHALL BE HUBBELL #5362 SERIES OR APPROVED EQUAL, HEAVY DUTY, WHITE. b. ISOLATED GROUND DEDICATED DUPLEX RECEPTACLE SHALL BE HUBBELL #IG -5362 SERIES OR APPROVED EQUAL, ORANGE. c. SINGLE RECEPTACLE NEMA L6 -20R, 20A/2P/3W, 250V, LOCKING DEVICE SHALL BE HUBBELL #2320-A OR APPROVED EQUAL, SINGLE LOCKING, BLACK. MNATES WITH HART #62 12 PLUG (@ LENS PROCESS ROOM EQUIPMENT # I , 2 * 4. d. SINGLE RECEPTACLE NEMA 15 20R, 2.OA/3P/4W, 250V, SHALL BE HUBBELL #8420 OR APPROVED EQUAL, SINGLE. PROVIDE 6' CORD AND PLUG AS REQUIRED. TYPE STD CO (I 2 -AWG) AND 842 1 C PLUG (@ LENS PROCESS EQUIPMENT #26). e. SINGLE RECEPTACLE NEMA L 15-20R, 20A/3P/4W, 250V, SHALL BE HUBBELL OR APPROVED EQUAL, SINGLE. PROVIDE 6' CORD AND PLUG AS REQUIRED. TYPE STD 6O (I 2 -AWG) AND 842 I C PLUG (@ LENS PROCESS EQUIPMENT #268). 2. GROUND FAULT CIRCUIT INTERRUPTER (GFI) DUPLEX RECEPTACLES SHALL BE PROVIDED WHERE INDICATED. 3. SWITCHES SHALL BE TOGGLE OPERATED, QUIET TYPE, RATED FOR 20 AMPS, 120/277 VOLTS, WITH PROVISIONS FOR BACK AND SIDE WIRING. THREE WAY AND FOUR WAY SWITCHES SHALL BE PROVIDED WHERE INDICATED. a. SINGLE POLE SWITCHES SHALL BE LEVITON # 122 I SERIES OR APPROVED EQUAL, SILENT ACTUATING, 20 -AMP, 120/277V, WHITE. b. THREE POLE SWITCHES SHALL BE LEVITON # 1223 SERIES OR APPROVED EQUAL, SILENT ACTUATING, 20 -AMP, 120/277V, WHITE. c. ILLUMINATED FRAME SWITCHES SHALL BE LEVITON #57501 SERIES OR APPROVED EQUAL, SILENT ACTUATING, 15 -AMP, 120V, IVORY. 4. DIMMERS SHALL BE LEVITON SLIDING DIMMER SWITCH, OF A RATING, VOLTAGE AND WATTAGE SUITABLE FOR LOAD SERVED. a. CONTRACTOR TO PROVIDE INCANDESCENT OR CFL AS REQUIRED 5. COLORS OF DEVICES AND COVERPLATES SHALL WHITE. 6. WIRING DEVICES SHALL BE SPECIFICATION GRADE, AS MANUFACTURED BY HUBBELL, PASS $ SEYMOUR, ARROW HART, LEVITON AND GENERAL ELECTRIC, UON. 7. COVERPLATES FOR POWER, DATA TELEPHONE SHALL BE LEVITON OR APPROVED EQUIP, WHITE, PLASTIC. 8. TIME CLOCK SHALL BE TORK #DG -1 00 OR APPROVED EQUAL, 7 -DAY SCHEDULING, SPDT MAINTAINED CONTACT, 120V COIL WITH CABINET. 9. LIGHTING CONTACTORS SHALL BE IN NEMA I ENCLOSURE, NORMALLY OPEN ELECTRICALLY HELD, 120V, COIL, 20A. REFER TO PLANS FOR NUMBER OF POLES. 10. DOOR BUZZER (REAR ENTRANCE) SHALL BE EDWARDS #340A -G5, PUSHBUTTON SHALL BE EDWARDS #600, TRANSFORMER SHALL BE EDWARDS #592 OR APPROVED EQUALS. MOUNT BUZZER AT 80" AFF. MOUNT TRANSFORMER ABOVE CEILING. MOUNT PUSHBUTTON AT 48" (FOR WEATHERPROOF BUTTON # 1786-B). E. LIGHTING AND RECEPTACLE PANELBOARDS 1. BRANCH CIRCUIT PANELBOARDS SHALL BE DEAD FRONT TYPE, WITH MAIN LUGS OR MAIN OVERCURRENT DEVICE AS INDICATED, BRANCH OVERCURRENT DEVICES AS NOTED AND AN EQUIPMENT GROUND BAR, ALL IN A SURFACE OR FLUSH MOUNTED SHEET STEEL ENCLOSURE. MINIMUM SHORT CIRCUIT CAPACITY SHALL BE 10,000 AMPS SYMMETRICAL FOR 120/208V, AND 14,000 AMPS SYMMETRICAL FOR 277/480V APPLICATION UNLESS NOTED OTHERWISE. 2. CIRCUIT BREAKERS SHALL BE BOLT ON TYPE; WITH MOLDED PLASTIC CASE; I , 2, OR 3 POLE AS INDICATED; QUICK -MAKE, QUICK -BREAK; AND THERMAL -MAGNETIC TRIP DEVICE. 3. ALL BREAKERS FEEDING HVAC EQUIPMENT SHALL BE HACR RATED, UNLESS OTHERWISE NOTED. 4. PANELBOARDS SHALL BE AS MANUFACTURED BY SQUARE D, GENERAL ELECTRIC, ITE/SIEMENS AND WESTINGHOUSE/CUTLER HAMMER. F. DISTRIBUTION TRANSFORMERS 1. TRANSFORMERS SHALL BE DRY TYPE, 115 DEGREE RISE WITH 2 TAPS ABOVE AND BELOW NORMAL VOLTAGE. TRANSFORMERS SHALL BE AS MANUFACTURED BY SQUARE D, GENERAL ELECTRIC, ITE/SIEMENS, WESTINGHOUSE/CUTLER HAMMER AND, ACME. F. DISTRIBUTION TRANSFORMERS 1. TRANSFORMERS SHALL BE DRY TYPE, 115 DEGREE RISE WITH 2 TAPS ABOVE AND BELOW NORMAL VOLTAGE. TRANSFORMERS SHALL BE AS MANUFACTURED BY SQUARE D, GENERAL ELECTRIC, ITE/SIEMENS, WESTINGHOUSE/CUTLER HAMMER AND, ACME. G. SAFETY SWITCHES AND MOTOR STARTERS 1. SAFETY SWITCHES SHALL BE FUSIBLE OR NON -FUSIBLE AS INDICATED ON THE DRAWINGS. SWITCHES SHALL BE QUICK -MAKE, QUICK -BREAK, HEAVY DUTY VISIBLE BLADE TYPE. ENCLOSURES SHALL BE NEMA I TYPE UNLESS OTHERWISE INDICATED ON THE DRAWINGS. FUSED SHALL BE DUAL ELEMENT - TIME DELAY TYPE. 2. MAGNETIC MOTOR STARTERS SHALL BE COMBINATION TYPE WITH THERMAL OVERLOAD, INTEGRAL FUSED SAFETY SWITCH, H -O -A SELECTOR SWITCH, CONTROL TRANSFORMER, RUNNING PILOT LIGHT, NEMA TYPE I ENCLOSURE, AND (2) NORMALLY OPEN AND (2) NORMALLY CLOSED AUXILIARY CONTACTS. 3. ALL MOTORS OVER 1/8 HP SHALL BE PROVIDED WITH THERMAL OVERLOAD N V LOAD P OTECTION SHALL BE PROVIDED INTEGRAL WITH PROTECTIO . O ER R THE MOTOR WINDINGS AND/OR MOTOR CONTROLLER (PROVIDED BY OTHERS) UNLESS OTHERWISE INDICATED ON DRAWINGS. H. FIXTURES AND LAMPS 1. ALL FIXTURES SHALL BE SPECIFIED ON THE FIXTURE SCHEDULE. 2. BALLASTS SHALL BE INSTANT START, ELECTRONIC TYPE, CLASS P, "A" SOUND RATING AND MAXIMUM HARMONIC CONTENT OF 1 0%. DIMMING BALLASTS SHALL BE 3 -WIRE TYPE, WITH DIMMING CAPABILITY TO 10% OF RATED FULL OUTPUT. 3. RECESSED INCANDESCENT FIXTURES SHALL BE PROVIDED THERMAL PROTECTION. 4. FLUORESCENT LAMPS SHALL BE 3500 K. INCANDESCENT LAMPS SHALL BE 130 VOLT. HIGH INTENSITY DISCHARGE LAMPS SHALL BE COATED. 5. EMERGENCY LIGHTING AS INDICATED, SHALL PROVIDE A MINIMUM OF ONE FOOTCANDLE ALONG THE PATH OF EGRESS. FIXTURE SUPPLIER SHALL PROVIDE FOOTCANDLE PRINTOUT TO VERIFY EMERGENCY LIGHT LEVELS. 6. ALL FIXTURE / BALLAST / LAMP COMBINATIONS SHALL BE ENERGY SAVING TYPE. I. FIRE ALARM SYSTEM 1. A COMPLETE FIRE ALARM SYSTEM SHALL BE PROVIDED AS DESCRIBED ON THE DRAWINGS. ALL DEVICES, WIRING, BACKBOXES, PROGRAMMING, START-UP, INSTRUCTION AND TESTING REQUIRED FOR A COMPLETE OPERATING SYSTEM SHALL BE PROVIDED. 2. THE ELECTRICAL CONTRACTOR SHALL FURNISH SHOP DRAWINGS, COMPLETE WITH EQUIPMENT CUTS AND FLOOR PLANS (WITH WIRING INDICATED), AS WELL AS BATTERY CALCULATIONS, AND VOLTAGE DROP CALCULATIONS FOR REVIEW AND APPROVAL BY THE ARCHITECT, ENGINEER, AND ALL AUTHORITIES HAVING JURISDICTION. FLOOR PLAN DRAWINGS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR AND/OR SUPPLIER. NICET 4 CERTIFICATION AND STAMP IS ACCEPTABLE, IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3. THE ELECTRICAL CONTRACTOR SHALL FURNISH FIRE ALARM DRAWINGS, CALCULATIONS, AND EQUIPMENT INFORMATION FOR ALL REQUIRED LOCAL MUNICIPALITY, OR STATE PERMITS. THE ELECTRICAL CONTRACTOR SHALL ARRANGE AND COORDINATE ALL REQUIRED TESTING AND INSPECTIONS REQUIRED BY THE LOCAL MUNICIPALITY FIRE DEPARTMENT. THE ELECTRICAL CONTRACTOR SHALL INCLUDE FIRE DEPARTMENT COSTS IN BID. 4. ALL HVAC UNITS OR GROUP OF HVAC UNITS WITH A COMMON PLENUM AND A DESIGN CAPACITY GREATER THAN 2000 CFM SHALL BE AUTOMATICALLY SHUT DOWN ASSOCIATED HVAC UNIT, AND SHALL BE PROVIDED WITH A LOCAL ANNUNCIATOR/ TEST SWITCH. HVAC DUCT DETECTORS SHALL BE CONNECTED TO A CENTRAL STATION MONITORING SYSTEM. 5. ALL FIRE ALARM A/V DEVICES SHALL BE ADA COMPLIANT WITH A MINIMUM CANDELA RATING OF 75. 6. FIRE ALARM SYSTEM MONITORING SHALL BE BY OTHERS UNDER SEPARATE CONTRACT WITH THE TENANT. 7. PROVIDE A SEPARATE LINE ITEM COST FOR A (I ), (3), (5) YEAR MAINTENANCE, TESTING AND MONITORING AGREEMENT. AGREEMENT TO INCLUDE MONITORING TO A UL LISTED CENTRAL STATION PER NEPA 72 REQUIREMENTS, ALL CODE REQUIRED TESTING OF THE FIRE ALARM SYSTEM PER NFPA 72 AND OBC (MONTHLY VISUAL INSPECTION SHALL BE BY THE TENANT), CLEANING OF DEVICES SHALL BE DONE UPON SYSTEM REQUEST, AND ALL COST ASSOCIATED WITH MAINTENANCE OF THE SYSTEM SHALL BE PROVIDED (DUE TO DEFECTIVE EQUIPMENT ONLY). PROVIDE A YEARLY REPORT TO THE TENANT. 8. FIRE ALARM SYSTEM SHALL BE BY SIMPLEX, NOTIFIER, PCI, SIEMENS OR GAM EWELL. III. PART 3 - EXECUTION A. GENERAL MISCELLANEOUS 1. ALL CONDUIT RUN IN FINISHED AREAS SHALL BE CONCEALED. CONDUIT SMALLER THAN 3/4" SHALL NOT BE USED FOR ANY CIRCUIT HOMERUNS. 2. RACEWAYS EXPOSED TO DIFFERENT TEMPERATURES SHALL BE FILLED WITH AN APPROVED MATERIAL IN ACCORDANCE WITH ARTICLE 300.7 OF THE NATIONAL ELECTRICAL CODE. 3. HANGERS, SUPPORTS, OR FASTENINGS SHALL BE PROVIDED AT EACH ELBOW, AT THE ENDS Of.STRAIGHT RUNS TERMINATING AT BOXES OR CABINETS, AND AT INTERMEDIATE POINTS AS REQUIRED BY CODE. CONDI.IITS OR BOXES SHALL NOT BE SUPPORTED BY CEILING SUPPORT WIRES OR OTHER CEILING SUPPORTING HARDWARE. 4. FIXTURE SUPPORTS SHALL BE IN ACCORDANCE WITH ARTICLE 4 1 0- 15 OF THE NATIONAL ELECTRICAL CODE, OR ANY LOCAL CODES WHICH MY APPLY. 5. PROVIDE PERMANENT NAMEPLATES WITH DESIGNATIONS FOR PANELBOARDS, FEEDER DEVICES, DISTRIBUTION EQUIPMENT AND STARTERS. 6. PROVIDE TYPEWRITTEN DIRECTORY CARDS WITH BRANCH CIRCUIT IDENTIFICATION FOR BRANCH CIRCUIT PANELBOARDS. PANELBOARDS, FEEDER DEVICES, DISTRIBUTION EQUIPMENT AND STARTERS SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF POTENTIA- ELECTRIC ARC FLASH HAZARDS IN ACCORDANCE WITH NEC I 1 0. 1 6. 7. INSTALL HANDLE GUARDS ON ALL BREAKERS FOR NIGHT LIGHTING, EMERGENCY AND SIMILAR CIRCUITS. 8. ALL FLUSH MOUNTED PANELBOARDS SHALL HAVE (3) 3/4" EMPTY CONDUITS INSTALLED TO ABOVE ACCESSIBLE CEILING FOR FUTURE USE. 9. THE FINAL LOCATIONS OF ALL EQUIPMENT, OUTLETS, ETC. SHALL BE SUBJECT TO REASONABLE CHANGES IN LOCATION UP TO THE TIME OF ROUGHING -IN, AT NO ADDITIONAL COST TO THE TENANT. 10. CONTACT ELECTRIC POWER COMPANY AND MAKE NECESSARY ARRANGEMENTS FOR ELECTRIC SERVICE. 11. ELECTRICAL CONTRACTOR TO CONTACT TELEPHONE COMPANY AND MAKE NECESSARY ARRANGEMENTS FOR TELEPHONE SERVICE. 12. AT ALL TIMES KEEP PREMISES AND BUILDING IN A NEAT AND ORDERLY CONDITION, FOLLOWING TENANT'S INSTRUCTION IN REGARD TO STORING OF MATERIALS, PROTECTIVE MEASURES AND DISPOSING OF DEBRIS. . i4#iTA; D PEARLE VISION" A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 50UTI10ENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date By n Description n A n Arch itect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com FRCI-I / Architecture, Inc., P.C. Thorson< Baker - C O N S U L T I N G E 3030 West Streetsboro Road Richfield, Ohio 44286 Associates N G I NEER S (330) 659-6688 Ph. (330) 659-6675 Fax AKChITEC:I-UKAL SYMBOLS: D REVISIONS ELEVATION NO. SHEET NO. 0 SECTION NO. I SHEET NO. PROJECT TYPE: ▪ CORPORATE ❑ FRANCHISE LAB TYPE: ❑ FULL LAB ▪ FINISH LAB SITE TYPE: ❑ INDOOR LOCATION ▪ OUTDOOR LOCATION DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. ❑ NEW ▪ RELOCATION ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) ❑ N O LAB RECEIVED CITY OF TUKWILA MAR 2 9 2016 PERMIT CENTER Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. C6427 03 2 580.000 Title SPECIFICATIONS Date . 03.18.16 TBA Checked By • TBA Drawn By • Store Number C6427 Sheet MEP-I.I Of MECHANICAL, ELECTRI CAL, $ PLUMPING SPECI FI CATI ONS NOTE: ALL SPECS MAY NOT BE USED IN EVERY STORE. ALL MANUFACTURERS INSTALLATION AND MAINTENANCE 0 GENERAL NOTE: FOLLOW INSTRUCTIONS. ITEM MARK DESCRIPTION SUPPLIED/ INSTALLED BY MFG./PHONE # MODEL # / COLOR ALTERNATE # I REMARKS • DIFFUSERS ALUMINUM CONSTRUCTION W/ BAKED -ON WHITE ENAMEL FINISH; OPPOSED BLADE DAMPER MC / MC TITUS HVAC (972) 2 12 4800 TITUS TMS 24X24 OR 12X 1 2 WHITE FINISH, LAY -IN NONE U RETURN AIR GRILLES ALUMINUM GRID TYPE W/ BAKED -ON ENAMEL FINISH; 1/2" x 1/2" x 1/2" GRID AND FRAME MC / MC TITUS HVAC (972) 2 12 4800 TITUS, MODEL 50F 24X24 OR 24x12, LAY IN, WHITE FINISH NONE \ DUCTMC FLEXIBLE ROUND DUCT (MAX 10") ACOUSTICAL AIRDUCT V-450-SDB / MC METALFLEX (404) 349-5900 ACOUSTICAL AIRDUCT (V-450-SDB) OWEN'S CORNING FIBERGLASS 800FR/800FRK ALL DUCTS > 1 0" TO BE SHEET METAL SMOKE DETECTION SMOKE DETECTORS MC / MC EDWARDS OR APPROVED EQUAL # I P001 ', #1P003*, OR 1P005* PER LANDLORD RFOI l IRFMFNT 'VERIFY WITH LANDLORD FOR SYSTEM REQUIREMENTS EXHAUST FAN CEILING -MOUNTED EXHAUST FAN MC / MC COOK AS SPECIFIED ON MECH DRAWINGS NONE UNIT HEATERS EUH-1 CEILING -MOUNTED ELECTRIC UNIT HEATER W/BAKED-ON ENAMEL FINISH; RECESS MOUNTING ENCLOSURE MC / MC Q -MARK (800)452-4179 AS SPECIFIED ON MECH DRAWINGS SEE SCHEDULE ON M- I . 1 ELECTRICAL WIRING TELEPHONE EC / EC EC TO SELECT 4 PAIR 22/24 AWG (PLENUM RATED) NONE DATA (EYENET-POS) EC / EC BERK-TEK PART #10032207, CATEGORY 5, 4 PAIR UTP (PLENUM RATED) NONE SEE SHEET E 1.2 / EC TO PROVIDE 6' OF EXCESS CABLE AT CASHWRAP AND 3' OF CABLE AT THE PHONE BOARD AND OTHER LOCATIONS. TENANT VENDOR TO PERFORM PUNCHDOWN AND SYSTEMS VERIFICATION. ELECTRICAL EC / EC GRAYBAR (800) 825-55 17 STO-1 2-4GRAY NONE SWITCHES TOGGLE SWITCHES -SINGLE POLE EC / EC LEVITON OR APPROVED EQUAL 1 22 1 SERIES SILENT ACTUATING 20 AMP, 120/ 277 V / WHITE NONE TOGGLE SWITCH -THREE WAY_ EC / EC LEVITON OR APPROVED EQUAL 1 223 SERIES SILENT ACTUATING 20 AMP, 120/277 V / WHITE NONE TOGGLE SWITCH - ILLUMINATED FRAME EC / EC LEVITON OR APPROVED EQUAL 5750 1 , SILENT ACTUATING, 15 AMP, 120V / IVORY NONE DIMMER SWITCH - SINGLE POLE EC / EC LUTRON OR APPROVED EQUAL NOVA D NT -600, 600 WATTS,, INCANCANDESCENT TYPE / WHITE SLIDING NONE DIMMER SWITCH- TWO LOCATION DIMMING EC / EC LUTRON OR APPROVED EQUAL NOVA T SERIES, NTB-600 BASE UNIT WITH NTA -2 AUXILIARY UNIT, 600 WATTS, INCANDESCENT TYPE / WHITE SLIDING NONE RECEPTACLES DUPLEX RECEPTACLE- 20A, 1 25V, NEMA 5-20R EC / EC HUBBELL OR APPROVED EQUAL 5362 SERIES, SPECIFICATION GRADE, HEAVY DUTY / WHITE NONE DUPLEX RECEPTACLE- 20A, 1 25V, NEMA 5-20R EC / EC HUBBELL OR APPROVED EQUAL 8300 SERIES, HOSPITAL GRADE, HEAVY DUTY / WHITE NONE USE ONLY AS DIRECTED BY LOCAL CODES OR REQUIREMENTS DUPLEX RECEPTACLE- --A, I 1 OV, NEMA --- EC / EC HUBBELL OR APPROVED EQUAL NONE USE FOR ELEC. CONDENSATE DRAIN VALVE ADJACENT TO #265 ISOLATED GROUNDED DUPLEX RECEPTACLE 20A, 1 25V, NEMA 5-20R EC / EC HUBBELL OR APPROVED EQUAL IG -5362 SERIES / ORANGE NONE GFI DUPLEX RECEPTACLE 20A, - HOSPITAL GRADE EC / EC LEVITON (800) 323-8920 LEVITON '#HG -8898' NONE NO SUBSTITUTES. USE ONLY WHERE REQU. BY CODE, WHERE REQU. BY EQUIP., OR WITHIN SIX (6) FEET OF A WATER SOURCE / WET AREA SINGLE RECEPTACLE -20A, 2P, 3W, 250V, LOCKING DEVICE, NEMA L6 -20R EC / EC HUBBELL OR APPROVED EQUAL 2320-A, SINGLE LOCKING / BLACK NONE MATES WITH HART #62 12 PLUG (@ LENS PROCESS ROOM EQPT #'S: 1, 2, $ 4); MATES WITH HART #6212 PLUG SINGLE RECEPTACLE 2OA, 3P, 4W, 250V, NEMA 15-20R EC / EC HUBBELL OR APPROVED EQUAL 8420, SINGLE NONE PROVIDE 6' CORD AND PLUG AS REQUIRED. TYPE STD 60 (1 2 -AWG) AND 842 1 C PLUG (@ LENS PROCESS ROOM EQPT #26) SINGLE RECEPTACLE -20A, 3P, 4W, 250V, NEMA L 1 5-20R EC / EC HUBBELL OR APPROVED EQUAL MODEL #/ COLOR NONE PROVIDE 6' CORD AND PLUG AS REQUIRED. TYPE STD 60 (I 2 -AWG) AND 842 I C PLUG (@ LENS PROCESS ROOM EQPT #2615) COVER PLATES ELECTRICAL / DATA / TELEPHONE COVER PLATES EC / EC LEVITON OR APPROVED EQUAL WHITE / PLASTIC NONE FLOOR J BOX FLOOR BOX WITH COVER EC / EC HUBBELL OR APPROVED EQUAL 1:52527 fbKA55 S I ttL UI_t1J 15OX WITH 52525 BRASS STEEL COVER / GREY NONE USED AT CONSULTATION TABLES. WIRE MOLD SURFACE METAL RACEWAY EC / EC WIREMOLD OR APPROVED EQUAL G-3000 SERIES / GREY NONE USED @ PASS THRU. LENGTH AS CALLED OUT ON PLAN. INCLUDES ALL ACCESSORIES. CONTROLS TIME SWITCH EC / EC TORK OR APPROVED EQUAL DG- 100, 7 DAY SCHEDULING, SPDT MAINTAINED CONTACT, 1 20V COIL WITH CABINET NONE s LIGHTING CONTACTOR EC / EC GESCO (5 13) 326-2 100 CR260L - SERI LS IN NEMA- I ENCLOSURE, 6 OR 8 POLE, N. 0., ELECTRICALLY HELD, 1 20V, COIL, 20A NONE REFER TO ONE LINE DIAGRAM FOR # OF POLES SIGNALING DEVICES NOT USED - - - BUZZER: 340A G5, PUSH BUTTON: 600, XFMR: 592 - NONE - MOUNT BUZZER Af 80". MOUNT XFMR ABOVE CEILING. MOUNT PUS BUTTON AT 48" (FOR WEATHERPROOF PUSH BUTTON: 1786-9). DOOR BUZZER - REAR ENTRANCE EC / EC EDWARDS OR APPROVED EQUAL DISTRIBUTION PANEL BOARDS EC / EC GE / GPSCO (5 1 3) 326-2100 YPE AQ OR 120/208V AND YP AE FOR 277/480V. BREAKERS _aLJ 13F DO1 T -ON TYf F. NONE SEE PLANS FOR SCHEDULE. TRANSFORMER EC / EC GE / GESCO (5 1 3) 326-2 100 QL TYPE IN NEMA -1 ENCLOSURE NONE TRANSFORMER SHALL BE FLOOR MOUNTED ON ISOLATION PADS. LIGHTING T / EC SEE SHEET E I .1 TRAFFIC COUNTER TRAFFIC SENSOR, REFLECTOR, $ COUNTER T / EC TRAFFIC COUNTER CONTRACTOR TRAFFIC CGUNTER CONTRACTOR MODEL NONE PROVIDED AND INSTALLED BY TRAFFIC COUNTER CONTRACTOR CONDUIT SUPPORT SYSTEM FOR ALL EXPOSED CONDUIT SHALL BE FIRMLY SUPPORTED ON GALVANIZED UNISTRUT OR ' POWERSTRUTOR HANGERS; ON BRACKETS, HANGERS OR PIPE STRAPS; OR 5Y BEAM CLAMPS. EC / EC UNISTRUT (800) 544-1459 AS REQUIRED POWERSTRUT, KO ERF � PLUMBING SINKS 5K4 S.S. SINK FOR BOH -LSU -T / PC KINDRED (800) 626-5771 SINK: 52020/ I OMU I , STRAINER: 1135, FAUCET: DELTA 101 DST NONE GC TO MAKE FINAL CONNECTIONS SK7 30" SINK FOR BOH -5U30 PC / PC JUST SINKS (847) 678-5 150 SINK: OLF-ADA- I 6I 9, STRAINER: 1 135, FAUCET: DELTA 583LF-SSWF NONE �• . • T'' ' 011 • SINK SK -7 DRAIN OUTLET SEMI -CAST BRASS P.U. PLUG, 1 I/4" X 17 GA TAILPIECE OFFSET FOR ADA CLEARANCE PC / PC DEARBORN BRASS PART NUMBER 760W-1 USED WITH SK -7 MCGUIRE 1 55WC EYE WASH EW I EYEWASH, WALL MOUNTED, AUTOFLOW 90 DEGREE SWING -DOWN. GC / PC GUARDIAN EQUIPMENT (3 1 2) 733-2626 G 1848 NONE FOR MOUNTING ON WALL BY MOP SINK UNIT IN LENS PROCESS ROOMS. FURNISH WITH TEMPERING DEVICE 'GUARDIAN' MODEL # G3600. BI -LEVEL WATER COOLER EWC2 WALL HUNG, BARRIER FREE, ELECTRIC, 1 20V 601-1z I PH, 3 -WIRE GROUND CORD; PLATINUM VINYL FINISH; 8.0 GPI -I; SELF- CONTAINED REFRIGERATION CONTROLS, PUSH BAR CONTROLS AT FRONT AND SIDE; 3/8" SUPPLY CONNECTION; I -1/2" OD WASTE CONNECTION PC / PC HALSEY TAYLOR (630) 574-3500 HAC8FSBL-Q ADA PV NONE NOT USED UNLESS FORCED BY LUCODE; MAINTAIN 6" MIN. TO WALL ON A. SIDE FOR VENTILATION MOUNTING HEIGHT PER CODE. ELECTRIC HOT WATER HEATER WH I GLASS LINED WATER HEATER WITH I 0 GALLON STORAGE AND 1 YEAR WARRANTY. ELEMENT SHALL BE 1 500 WATTS, 208 VAC, SINGLE PHASE, 60 HZ. UNIT SHALL BE COMPLETELY FACTORY PREWIRED AND SHALL BE UL LISTED. FURNISH HEATER WITH APPROPRIATE WATTS REGULATOR TEMP AND PRESSURE (T$P) RELIEF VALVE ALONG WITH VACUUM BREAKER VALVE. PC / PC A.O.SMITH (800) 527- 1953 DEL -10 NONE PLUMBING CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR SPECIFIC VOLTAGE OF UNIT. PROVIDE MOUNTING SUPPORT SHELF ABOVE MOP SINK WITH HEATER DRAIN PAN. ROUTE T$P RELIEF VALVE PIPING FULLSIZE AND PROVIDE 3/4" DRAIN PAN DRAIN TO MOP SINK. PROVIDE HEAT TRAPS ON INLET AND OUTLET OF WATER HEATER. DOMESTIC WATER EXPANSION TANK T IN-LINE THERMAL ABSORBER, 0.9 GALLONPC MAXIMUM ACCEPTANCE VOLUME. / PC AMTROL ST -5 WATTS PROVIDE HANGING SUPPORT INDEPENDENT OF WATER OR OTHER SERVICE PIPING. PIPING SUPPORTS WATER HAMMER ARRESTORS PC / PC WATTS/GRAINGER (800) 323-0620 #3A559 SIOUX PLBG PRODUCTS REFER TO PLUMBING PLAN FOR LOCATION FLOOR CLEANOUTS FCO REFER TO SHEET P- I .0 FOR SPECIFICATION PC / PC J.R. SMITH (334) 277-8520 4000 SERIES REFER TO PLUMBING PLAN FOR LOCATION WALL CLEANOUTS WCO REFER TO SHEET P- I .0 FOR SPECIFICATION PC / PC J.R. SMITH (334) 277-8520 4400 SERIES REFER TO PLUMBING PLAN FOR LOCATION DN - SEPARATE t++ PERMITAND APPROVAL REG : : D PEARLE 1961 VISION A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number RAevisions: Mark Date By Description n A n Architect/ Engineer FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.ccm FRCH / Architecture, Inc., P.C. Thorson Baker r Associates CONSULTING ENGINEERS 3030 West Streetsboro Road (330) 659-6688 Ph. Richfield, Ohio 44286 (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: REVISIONS ELEVATION NO. SHEET NO. 0 PROJECT TYPE: ❑ NEW ▪ RELOCATION ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) ▪ CORPORATE 0 FRANCHISE DOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. SHEET NO. ELEVATION NO. SHEET NO. LAB TYPE: ❑ FULL LAB ❑ NO LAB ▪ FINISH LAB RECEIVED SITE TYPE: CITY OF TUKWILA 0 INDOOR LOCATION MAR 2 9 2616 ▪ OUTDOOR LOCATION PERMIT CENTER Pearle Standard Version Number: ECC I .0 Pearle Vision Project No. Architect's Project No. C6427 032580.000 Title SPECIFICATIONS Date . 03.18.16 Drawn By • TBA Checked By • TBA Store Number C6427 Sheet MEP -I .2 Of