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Permit D15-0067 - CAPRIOTTI'S SUB SHOP - TENANT IMPROVEMENT
CAPRIOTTPS 17308 SOUTHCENTER PKWY D15-0067 Parcel No Address: Citv 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 2623049110 Permit Number: D15-0067 17308 SOUTHCENTER PKWY Issue Date: 4/14/2015 Permit Expires On: 1/3/2016 Project Name: CAPRIOTTI'S SUB SHOP Owner: Name: KIR TUKWILA 050 LLC Address: 3333 NEW HYDE PARK RD #100 PO C/O KIMCO REALTY CORP, NEW HYDE PK, WA, 11042 Contact Person: Name: GENE MORRIS Address: 5135 BALLARD AVE NW, SEATTLE, WA, 98107 Contractor: Name: MBK CONSTRUCTION GROUP Address: 504 E NORTH AVE, FLORA, IL, 62839 License No: MBKCOCG851MG Lender: Name: GREENSTREET HOLDINGS Address: 5134 S MEDLEY ST , SEATTLE, WA, 98118 Phone: (206) 789-7611 Phone: (618) 662-0202 Expiration Date: DESCRIPTION OF WORK: NEW TENANT: TENANT IMPROVEMENT OF ALL NEW INTERIOR FINISHES, SEVERAL NEW PARTITIONS. NEW KITCHEN EQUIPMENT. NEW TABLES AND CHAIRS. NEW EXTERIOR SIGN AND NEW LIGHTING Project Valuation: $300,000.00 Fees Collected: $5,464.22 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Occupancy per IBC: A-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE,TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 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 Permit Center Authorized Signature: ►v 1 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 s permi oes not presume to give authority to violate or cancel the provisions of any other state or local ws regta ting construction or the performance of work. I am authorized to sign and obtain this development i and agree to the conditions attached to this permit. Signature: Print Nam Date:t6fi,., 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. '7� i►�ill<ii�L�PIi•I�IiL�I�� 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 5: 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) 1: 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) 2: 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) 6: Portable fire extinguishers shall be provided within a 30-foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 3: 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) 4: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire -extinguishing system installed in accordance with this code. (IFC 904.2.1 and IFC 904.11) Automatic fire -extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 8: Type I hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. (IMC 507.2.1.1) 7: All new automatic fire -extinguishing systems and all modifications to existing automatic fire -extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 9: 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) 10: 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) 12: 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) 11: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 13: 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) 17: 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) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: 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). 18: 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) 19: 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. 20: 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) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 23: 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. 24: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 27: Waste line shall tie into the existing outside grease interceptor. 28: Water supply backflow installation depicted on sheet M5.0 shall be done under a plumbing permit. Backflow size/manufacturer/model number shall be specified on plan and backflow cut sheet shall to be submitted as part of plumbing permit application. 29: ***BUILDING PERMIT CONDITIONS*** 30: 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. 31: 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. 32: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 33: 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. 34: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 35: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296-4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 36: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 37: 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. 38: 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. 39: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 40: 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). 41: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 42: 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. 43: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0301 CONCRETE SLAB 0301 CONCRETE SLAB 1400 FIRE FINAL 0409 FRAMING 0409 FRAMING 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING 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 Parcel No: 2623049110 Permit Number: D15-0067 Address: 17308 SOUTHCENTER PKWY Issue Date: 4/14/2015 Permit Expires On: 10/11/2015 Project Name: CAPRIOTTI'S Owner: Name: KI R TU KWI LA 050 LLC Address: 3333 NEW HYDE PARK RD #100 PO C/O KIMCO REALTY CORP, NEW HYDE PK, WA, 11042 Contact Person: Name: GENE MORRIS Address: 5135 BALLARD AVE NW, SEATTLE, WA, 98107 Contractor: Name: ADATTO CONSTRUCTION INC Address: 1314 DENNY WAY SUITE 103, SEATTLE, WA, 98109 License No: ADATTC1108DR Lender: Name: GREENSTREET HOLDINGS Address: 5134 S MEDLEY ST, SEATTLE, WA, 98118 DESCRIPTION OF WORK: Phone: (206) 789-7611 Phone: (206) 652-5300 Expiration Date: NEW TENANT: TENANT IMPROVEMENT OF ALL NEW INTERIOR FINISHES, SEVERAL NEW PARTITIONS. NEW KITCHEN EQUIPMENT. NEW TABLES AND CHAIRS. NEW EXTERIOR SIGN AND NEW LIGHTING Project Valuation: $300,000.00 Fees Collected: $5,464.22 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Occupancy per IBC: A-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE,TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 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: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: 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 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 and agree to the conditions attached to this permit. Signature: Print Name L Date: q-I + ( S^ 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: 22: The attached set.of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 5: 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) 1: 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) 2: 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) 6: Portable fire extinguishers shall be provided within a 30-foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 3: 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) 4: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire -extinguishing system installed in accordance with this code. (IFC 904.2.1 and IFC 904.11) Automatic fire -extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 8: Type I hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. (IMC 507.2.1.1) 7: All new automatic fire -extinguishing systems and all modifications to existing automatic fire -extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 9: 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) 10: 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) 12: 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) 11: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 13: 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) 17: 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) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: 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). 18: 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) 19: 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. 20: 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) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 23: 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. 24: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 27: Waste line shall tie into the existing outside grease interceptor. 28: Water supply backflow installation depicted on sheet M5.0 shall be done under a plumbing permit. Backflow size/manufacturer/model number shall be specified on plan and backflow cut sheet shall to be submitted as part of plumbing permit application. 29: `BUILDING PERMIT CONDITIONS' 30: 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. 31: 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. 32: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 71 Chapter 13. 33: 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. 34: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 35: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296-4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 36: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 37: 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. 38: 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. 39: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 40: 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). 41: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 42: 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. 43: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING CITY OF TUKh a A Community Development Department k9l, • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 •' ` Tukwila, WA 98188 Building Permit No. Project No. Date Application Accepted: Date Application Expires: or office 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" VI I -P-"A T V.. � MR U, Hal W. King Co Assessor's Tax No.: Site Address: 177309 1joU WCE-J%0Fe= PAP, Suite Number: Q A • Floor: I_ Tenant Name: !(5.���"T 1 < New Tenant: .....Yes ❑ ..No PROPERTY OWNER Address: R.. C City S t : i - CONTACT PERSON — person receiving all project communication Name: AddwsL— EVS!5: .. fate: i zobo O GENERAL CONTRACTOR INFORMATION Company Name: TTO 1 ` * �TpRCT I D) "� F Address: ! ' O S C}}itty• GO F • a C tr .: Q Exp Date:4 Tukwila Business License No.: C — p 9 H:WpplicationsWorn s-Applications On L neU01I ApplicationsTermit Application Resised - 8-9-11.doa Reised: August 2011 bh ARCHITECT OF RECORD Ar �• ALL G ENGINEER OF RECORD e E91e A di�s• L1°f AIR 5 U State: Zi e fte: . PA.A , E ail: C E N4r• Coo N4 LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) e � !•-�! ' rdS s. c-T �EATTLC. state: 9 Page 1 of 4 BUILDING PERMIT INFORMATIG- 206-431-3670 Valuation of Project (contractor's bid price): $ '�4 Existing Building Valuation: $ Describe the scope of wo k lease pro tde detailed info ti n): T/7"IONS � ALI- N A�-VI �?�t210%- A I+► tSHbs.. �Nr�t-- Now (y►.12 I ry 1c -MHON "G2N I PMr—Nrr- IAI-W TA.0449M AN U C-HA 12'S . JV��•t "TrAj oft S Gtv. . Www u &-H TI N G-m. Will there be new rack storage? ❑..... Yes X.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I'" Floor � may► �f7 2'd Floor P 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? El ....... Yes 19...... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 9...L. Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be s orage or use o flammable, combustible or hazardous materials in the building? El ....... Yes f 9.......No If 'yes, attach list of materials and storage locations on a separate 8-112"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Appliationfforn Applicmions On Line12011 ApplicationsTentih Application Revised - 8-9.1l.doex Revised: August 2011 Page 2 of 4 bh 4L- PUBLIC WORKS PERMIT INFG__.LATION — 206-433-0179 Scope of Work (please provide detailed information): grxrS Tb r_*#d=,-n 4i ;. 's Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ..Tukwila ❑... Water District #125 ❑ .. Highline ❑ . Renton ❑ ... Water Availability Provided Sewer District ..Tukwila ❑...Valley View ❑ ..Renton ❑.. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System —For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): NA, , ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ ..Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of --way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑ ... 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 ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ .. Grease Interceptor c It-Y4 S7.1" Gp ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) IX .Water [:]...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: , ! / 1 Name:�E. 1 N CJ?1290T 1~4�J�—�� )��� Day Telephone(? I :7) 5 5" 2 3 2 Z Mailing Address: �jl3� 5 L"(S pLAY C r. �i .'T \AIA 9le-:51 /"LPD City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:Wpplications\Fomis-Application On Line12011 ApplicationsTennit Application Revised - 8-9-1 Ldocx Revised: August 2011 Page 3 of 4 bn PERMIT 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 AGENT: Date: -2J - 1 " 7', 20 t S' Print Name:1�sl Day Telephone: k-66) 7 - 76�/ Mailing Address: '-"�7105 I Avg , JAI . LA 2 , J %L .�1j4� L'25r D% City State zip — MApplicationsTorms-Applications On Litte12011 ApplicationsTermit Application Revised - 8-9-1 Ldoc Revised: August 2011 Page 4 of 4 bh .wft. 10W, DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $5,464.22 D15-0067 Address: 17308 SOUTHCENTER PKWY Apn: 2623049110 $5,464.22 DEVELOPMENT $5,303.64 PERMIT FEE R000.322.100.00.00 0.00 $3,211.60 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,087.54 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $160.58 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R4832 R000.322.900.04.00 0.00 $160.58 $5,464.22 Date Paid: Tuesday, March 17, 2015 Paid By: EUGENE MORRIS Pay Method: CREDIT CARD 05270D Printed: Tuesday, March 17, 2015 1:31 PM 1 of 1 _.W, wysrE rn� MII 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 Project: CAS t aitl`s .Sv 6 Type of Inspection: Address: 1730i Sot" (;q �t -rv-t�J Date C iled: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: �c Og2 PCs /�L► f�c � �1 � OL ^ - REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD �'s 0067 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 75t: P (Zfa 7T► s Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. 9` l c' _ l s p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: /f K �4 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 fs- - �Of 7 I EC N N0, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: r s Type of In ection: G rU Add ess: 17308 S Lk �r Date Called: Special Instructions: Date W to _ a.m. I` ( �S p.m. Requester: ,e Phone No: 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 �f s O % 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 Pro t: *- 0' ft ro r s Type of Inspection: ( .—LC-(cuc Addre s: 7 b v' 6rfivN Date Called: Special Instructions: �/AA " 1 Date Wanted:_ a.m. p.m. Requester: Phone No: Inspector: Dates% % REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Tloni NO,Retain a copy with permit p fS OQ6o7 I'NSIPKCITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prnt: t �r to S Type of Inspection: M(w Addre s: D a Date Called: Special Instructions: rate Wa ted: a.m. p.m. Requester, GeK g® /'G L V--5 Phon No* _ � r T- 1 Approved per applicable codes. X-1 Corrections required prior to approval. • __ 4r Inspector: Date:_ J (� I I REINSPECTION FEE REQUIRED. Prior to nett inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD -�_ z.."Retain a copy with permit Sb INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: ` Type of In pection: A dress: Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: ❑ Approved per applicable codes. ❑ Corrections required prior to approval. M ENTS: Ilnspector: (Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. pt No.: JDate: INSPECTION RECORD) Retain a copy with permit / ;7- - INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 1 A- I�7 ./n Type of Inspection: C�-�.V a �. Address: .� Contact Person: Suite #: O�/w,� Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: .Gr Irp v S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector`.- �"-- Date: 6/ 7�/ C I Hrs.: /- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit 71S -- aa(01 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 'S Type of Inspection: Address: Contact Person: Suite #: o `,,, Special Instructions: IPhone No.: _Approved per applicable codes. Corrections required prior to approval. i COMMENTS: I Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspect6r-.:. Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. timing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD �)iS- - C oG 7 Retain a copy with permit /57- -S Caq 1 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ! / — < 1 i Type of Inspection: _ 7 Q- C Address: Contact Person: Suite #: 2c. Special Instructions: Phone No.. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: <?5�_ f- �- -? I Date: 712 // / 5-- 1 H rs.: Z _ v $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 Capriotti's - Tukwila Air Balance / Commissioning Report Test Equipment Used: Dwyer VT-140 Thermo Anemometer Ft/ Min Measurement +/-(2% Accuracy) RTU-1 Rooftop Front 6 @ 700 Ft/ Min @ 265 CFM Total 1,590 CFM Per Plans 99% of Design RTU-2 Rooftop Back 4 @ 600 Ft/ Min @ 300 CFM Total 1,200 CFM Per Plans 100% of Design Hood MUA Griddle/ Oven Hood MUA Design 2,640 Actual = 2,700 101.7% of design Hood Exhaust Griddle Hood Exhaust Design 1,800 Actual = 1,850 100.7% of design Hood Exhaust Oven Hood Exhaust Design 1,500 Actual =1,500 100% of design Total space supply air 2,790 CFM Total outside air for RTU's per OSA requirements = 558 CFM Total space cooling 7-Tons Field notes: HVAC systems are RTU Heat Pumps, OSA economizers are set at CFM minimums per plans and capable of 100% for free outdoor air cooling. The unit's are controlled by Honeywell programmable thermostats. Total space exhaust is 3,300 CFM Total space OSA is 3,258 CFM Negative by 42 CFM K&D Mechanical, Inc. Prepared By, James Dahlen I President 1 8-21-2015 K&D Mechanical, Inc. 33530 V way so. Suite # 102 Federal Way, 98003 Phone: 253-945-8204 Fax: 253-945-8205 K&D "' aft MWW • t City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director July 23, 2015 Eugene Morris Lagerquist & Morris AIA 5135 Ballard Ave NW Seattle, WA 98107 RE: Partial Refund of Fees Permit Number D15-0067 Dear Mr. Morris, Enclosed you will find a check in the amount of $1781.17 (one thousand seven hundred eighty-one dollars and seventeen cents). The Building Official reviewed your request for a partial refund of permit fees based on the adjusted value of construction per the contract fees you provided. The refund amount is on the difference of the permit and plan review fees. Sincerely, Bill Rambo Permit Technician File: Permit No. D15-0067 Encl: Check No. 369720 WAPermit CenteATemplates\D15-0067 Refund.docx 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Bill Rambo From: Gene Morris <gene@lagerquistmorris.com> Sent: Monday, July 13, 2015 11:44 AM To: Bill Rambo Subject: FW: Capriotti's Sandwich Shop: Change of Contractor --b From: Gene Morris [mailto:gene@lagerquistmorris.comj Sent: Monday, July 13, 2015 11:27 AM To: bill.rambo@tukwillw.wa.gov Subject: FW: Capriotti's Sandwich Shop: Change of Contractor. From: Gene Morris [mailto:gene@lagerquistmorris.com] Sent: Monday, July 13, 2015 11:25 AM To: bill.rambo@tukwillawa.gov Subject: Capriotti's Sandwich Shop: Change of Contractor. Bill, This is to confirm that the Contractor for Capriotti's Sandwich Shop has been changed from Adatto to MBK. Gene Morris Lagerquist & Morris AIA (206) 8410990 RECEIVED CITY OF TUKWILA JUL 13 2015 PERMIT CENTER I LAqERQUIST & MORRIS AIA Jerry Hight City of Tukwilla Department of Community Development 6300 Southcenter Blvd. Tukwilla, Washington 98188-2544 C/O Bill Rambo Permit Technician Dear Jerry: I am requesting a partial reimbursement of the Permit fee that I paid for Permit # D 15-0067. I mistakenly identified the construction cost for the project as $300,000.00. The actual construction cost is $172,848.00 as shown in the attached signed contract. I appreciate your consideration of this matter. Sincerely, Gene Morris r Lagerquist & Morris AIA, PS (206) 841-0990 5135 Ballard Avenue NW Seattle, Washington 98107 (206) 789-7611 gene@lagerquistmorris.com RECEIVED CITY OF TUKWILA MAY 2 1' 2015 PERMIT CENTER 8 E Document A101 - 1997 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM AGREEMENT made as of the 131h day of May in the year of 2015 BETWEEN the Owner: Ron Mehiel GreenStreet Holdings, LLC dba Capriotti's 5134 S Medley Ct Seattle, WA 98118 The Contractor is: MBK Construction Group 504 E North Ave Flora, IL 62839 The Project is: Capriotti's Sandwich Shop 17308 Southcenter Parkway Tukwilla, WA 98188 The Architect is; Cafe Concepts, Inc 30366 Esperanza Rancho Santa Margarita, Ca 92688 The Owner and Contractor agree as follows. JlS-oo�7 RECEIVED CITY OF TUKWILA MAY 2 12015 PERMIT. CENTER Document A101 - 1997 ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, MBK TF Bid Form, MBK Qualifications Sheet other documents listed in this Agreement and Modifications issued after execution of this Agreement; these form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 8. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except to the extent specifically indicated in the Contract Documents to be the responsibility of others ARTICLE 3 DATE OF COMMENCEMENT AND SUBTANTIAL COMPLETION The date of commencement of the Work shall be the date of this agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement if it differs from the date of this agreement or, if applicable, state that the date will be fixed in a notice to proceed.) TBD If, prior to commencement of the Work, the Owner requires time to file mortgages, mechanic's liens and other security interests, the Owner's time requirement shall be as follows: 3.2 The Contract Time shall be measured from the date of commencement. 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than 42 days from the date of Commencement, or as follows: CONTRACTOR SHALL COMPLETE ALL WORK NO LATER THAN 42- DAYS FROM START OF CONSTRUCTION. (Inert number of calendar days. Alternatively, a calendar date may be used when coordinated with the date of Commencement. Unless stated elsewhere in the Contract Documents, insert any requirements for earlier Substantial Completion of certain portions of the Work.) Portion of Work Substantial Completion Date None TBD ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be (ONE HUNDRED SEVENTY TWO THOUSAND EIGHT HUNDRED FOURTY EIGHT DOLLARS AND NO 100'S) $172,848.00, subject to additions and deductions as provided in the Contract Documents. 4.2 The Contract Sum is based upon the following alternatives, if any, which are described in the Contract Documents and are herby accepted by the Owner: Document A101 - 1997 (State the numbers or other identification of accepted alternatives. If decisions on other alternatives are to be made by the Owner subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires) NONE 4.3 Unit prices, if any, are as follows: Description Units Price ($ 0.00) NONE ARTICLE 5 PAYMENTS 5.1 PROGRESS PAYMENTS 5.1.1 Based upon Applications for Payment submitted by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: 30%upon Contract 30% upon rough in inspection, 30% at substantial Completion, and 10% at closeout 5.1.3 Provided that an Application for Payment is received by the Owner not later than the 25' day of the month, the Owner shall make Payment to the Contractor not later than the 3 days from receipt of Application. If an Application for Payment is received by the Owner after the application date fixed above, payment shall be made by the Owner not later than (5) days after the Owner receives the Application for Payment. 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as the Owner may require. This schedule, unless objected to by the Owner, shall be used as a basis for reviewing the Contractor's Applications for Payment. 5.1.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of period covered by the Application for Payment. 5.1.6 Subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: 1. Take the portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of (101%). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute shall be included as provided in Section 7.3.8bof AIA Document A201-1997; 2. Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved Document A101 - 1997 in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of (01/o); 3. Subtract the aggregate of previous payments made by the Owner; and 4. Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of AIA Document A201-1997. 5.1.7 The progress payment amount determined in accordance with Section 5.1.6 shall be further modified under the following circumstances: 1. Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to the full amount of the Contract Sum, less such amounts as the Owner shall determine for incomplete Work, retainage applicable to such work and unsettled claims; and (Section9.8.5 ofAJA Document A201-1997 requires release of applicable retainage upon Substantial Completion of Work with consent of surety, if any.) 2. Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of AIA Document A201- 1997. 5.1.8 Reduction or limitation of retainage, if any, shall be as follows: (IF it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted in Sections 5.1.6.1 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation.) 5.1.9 Except with the Owner's prior approval, the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. 5.2 FINAL PAYMENT 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when: l . the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2.2 of AIA Document A201-1997, and to satisfy other requirements, if any, which extend beyond final payment; and 2. a final Certificate for Payment has been issued. 5.2.2 The Owner's final payment to the Contractor shall be made no later than 3 days after the issuance of the final Certificate for Payment, or as follows: ARTICLE 6 TERMINATION OR SUSPENSON 6.1 The Contract may be determined by the Owner or the Contractor as provided in Article 14 of the AIA Document A201-1997. 6.2 The Work may be suspended by the Owner as provide in Article 14 of the AIA Document A201-1997. ARTICLE 7 MISCELLANEOUS PROVISIONS Document A101 - 1997 7.1 Where reference is made in this Agreement to a provision of AIA Document A201-1997 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) (18 ) per annum (Usury laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws and other regulations at the Owner's and Contractor's principle places of business, and location of the Project and elsewhere may affect the validity of this provision. Legal advice should be obtained with respect to deletions or modifications, and also regarding requirements such as written disclosers or waivers) 7.3 The Owner's representative is: (Name, address and other information) Ron Mehiel GreenStreet Holdings, LLC dba Capriotti's 5134 S Medley Ct Seattle, WA 98118 7.4 The Contractor's representative is: Gene McWilliams MBK Construction Group 504 E North Ave Flora, IL 62839 7.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. 7.6 Other provisions: LIMITED SCOPE TF BID FORM ARTICLE 8 ENUMERATION OF CONTRACT DOCUMENTS 8.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated as follows: 8.1.1 The Agreement is this executed 1997 edition of the Standard Form of Agreement Between Owner and Contractor, AIA Document A101-1997. 8.1.2 The General Conditions are the 1997 edition of the General Conditions of the Contract for Construction, AIA Document A201-1997. Document A101 - 1997 8.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated, and are as follows: Document Title Pages NONE 8.1.4 The Specifications are those contained in the Project Manual dated as in Section 8.1.3, and are as follows: 8.1.5 The Drawings are as follows, and are dated 3/20/13 unless a different date is shown below: (Either list the Drawings here or refer to an Exhibit attached to this Agreement.) A100, A101, A102, A103, K1.1, K1.2, K2.1, K3.1, K4.1, K5.1, K6.1, 8.1.6 The Addenda, if any, are as follows: Number Date Pages NONE Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding Requirements are also enumerated in this Article 8. 8.1.7 Other documents, if any, forming part of the Contract Documents are as follows: MBK TF Bid Form, (List here any additional documents that are intended to form part of the Contract Documents. AIA Document A2011997 provides that bidding requirements such as advertisement or invitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents) This Agreement is entered into as of the day and year first written above and is executed in at least two original copies, of which one is to be delivered to the Contractor, one to the Owner. rot1aGr� Mel�ieG OWNER (Signature) Ronald Mehiel, Director and title) (Printed name and title) CONTRACTOR (Signature) (Printed name Document A101 - 1997 Additions and Deletions Report for AIA Document A101-1997 The additions and Deletions Report, as defined on page 1 of the associated document, reproduces below all text the author has added to the standard form AIA document in order to complete it, as well as any text the author may have added to or deleted from the original AIA text. Added text is shown underlined. Deleted text is indicated with a horizontal line through the original AIA text. Note: This additions and Deletions Report is provided for information purposes only and is not incorporated into or constitute any part of the associated AIA document. This Additions and Deletions Report and its associated document were generated simultaneously by AIA software at 10:05 on 6/27/2013. AGREEMENT made as of 13th day of May in the year of 2015 Ron Mehiel GreenStreet Holdings, LLC dba Capriotti's 5134 S Medley Ct Seattle, WA 98118 MBK Construction Group 504 E North Ave Flora, IL 62839 618-662-0202 GreenStreet Holdings, LLC dba Capriotti's 5134 S Medley Ct Seattle, WA 98118 Document A101 - 1997 May 13, 2015 THE CONTRACTOR SHALL ACHIVE SUBSTATIAL COMPLETION OF THE ENTIRE WORK NO LATER THAN 42-DAYS FROM START OF CONSTRUCTION 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be (ONE HUNDRED SEVENTY TWO THOUSAND EIGHT HUNDRED FOURTY EIGHT DOLLARS AND NO 100'S) $ 172,848.00, subject to additions and deductions as provided in the Contract Documents. NONE NONE 30%upon Contract 30% upon rough in inspection, 30% at substantial Completion, and 10% at closeout 5.1.3 Provided that an Application for Payment is received by the Owner not later than the 25t" day of the month, the Owner shall make Payment to the Contractor not later than the 3 days from Application. If an Application for Payment is received by the Owner after the application date fixed above, payment shall be made by the Owner not later than (3) days after the Owner receives the Application for Payment. Document A101 - 1997 Take the portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of (10%). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute shall be included as provided in Section 7.3.8bof AIA Document A201-1997; Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of (10%); N/A DUE UPON RECEIPT OF FINAL LIEN WAIVERS, EIGHTEEN PERCENT (18%) MONTHLY Ron Mehiel GreenStreet Holdings, LLC dba Capriotti's 5134 S Medley Ct Seattle, WA 98118 MBK Construction Group 504 E North Ave FLORA, IL 62839 ..... LIMITED SCOPE PER MBK TF BID FORM �ohaG�f McG�i2G Ron Mehiel Gene McWilliams MBK Construction Group KB Morgan TF Bid Form CAPRIOTTI'S MASTER DATABASE - ESTIMATING FORM (PART I) PROJECT: CAPRIOTTI'S - TUKWILLA, WA General Contractor: MBK Construction Group Qln nATG• AQAP /// m b k� construction Group COSTCODEJ DESCRIPTION QUANTITY I UNIT UNIT COST TOTAL COST 01-000 GENERAL CONDITIONS (SUB -TOTAL) $18,004.00 01-102 IPERMITS & FEES 1.00 AL $0.00 $0.00 01-102 LANDLORD FEES - NON REFUNDABLE 0.00 LS $0.00 $0.00 01-103 MOBILE PHONE 6.00 WK $14.00 $84.00 01-105 INSURANCE 0.00 LS $0.00 $0.00 01-108 TEMPORARY TOILETS 0.00 LS $0.00 $0.00 01-110 DUMPSTERS & TRAILER 2.00 EA $500.00 $1,000.00 01-111 CONSTRUCTION PHOTOGRAPHS 0.00 WK $0.00 $0.00 01-113 DUST PROOFING / TEMP CONSTRUCTION 0.00 $0.00 $0.00 01-119 RENTAL EQUIPMENT 1.00 $750.00 $750.00 01-120 CLEANING 1.00 EA $900.00 $900.00 01-123 SUPERVISION LABOR 6.00 EA $1,500.00 $9,000.00 SUPT - LODGING 6.00 $560.00 $3,360.00 SUPT- MILEAGE 1.00 $650.00 $650.00 SUPT- PER DIEM 6.00 $210.00 $1,260.00 01-125 POD RENTAL 0.00 LS $0.00 $0.00 PROJECT MANAGER 0.00 $0.00 $0.00 01-124 ADMINISTRATIVE ASSISTANT 0.00 LS $0.00 $0.00 ACCOUNTING 0.00 $0.00 $0.00 01-150 SALES / ENTERTAINMENT $0.00 OWNERS ALLOWANCE $0.00 CONTINGENCY 1.00 LS $1,000.00 $1,000.00 AFTER HOURS PREMIUM 0.00 CON $0.001 $0.00 02-000 DEMOLITION (SUB -TOTAL) $0.00 02-070 INTERIOR DEMOLITION 0.001 LS 1 $0.001 $0.00 02-074 ISITE WORK 0.001 BGT 1 $0.001 $0.00 03-000 CONCRETE (SUB -TOTAL) $500.00 03-306 CONCRETE SAW CUTTING / POUR BACK 1.001 LS 1 $0.001 $0.00 03-309 PATCH FLOORS / FLOOR PREP 1.001 LS 1 $500.001 $500.00 04-000 MASONRY (SUB -TOTAL) $3,190.00 03-306 1EXTERIORSTACKED STONE 110.00 SF 1 $29.001 $3,190.00 03-306 0.00 LS $0.001 $0.00 05-000 METALS (SUB -TOTAL) $2,550.00 05-105 STAINLESS STEEL CORNERS 1.00 LS $450.00 $450.00 05-109 SET CORNER GAURDS 1.00 LS $450.00 $450.00 METAL BASE AT WALK INS 1.00 LS $700.00 $700.00 SNEEZE GUARD 1.00 AL $0.00 $0.00 HOOD STAINLES STEEL PANELS MATERIAL 0.00 LS $0.00 $0.00 05-110 ISET STAINLES STEEL HOOD PANELS 1 1.00 LS $950.00 $950.00 06-000 WOOD & PLASTICS (SUB -TOTAL) $24,000.00 06-601 INSTALL 5/8 WOOD BLOCKING 1.00 LS $1,200.00 $1,200.00 06-603 ROUGH CARPENTRY LABOR 1.00 EA $1,000.00 $1,000.00 06-604 BASE 1.00 $600.00 $600.00 06-605 FINISH CARPENTRY LABOR 1.00 $6,200.00 $6,200.00 06-606 CABINETS, TOPS, CASEWORK 1.00 LS $15,000.00 $15,000.00 06-617 1 LS $0.00 MBK Construction Group 07-000 THERMAL & MOISTURE PROTECTION (SUB -TOTAL) $300.00 07-900 ISEALANTS & CAULKING 1.001 LS 1 $300.001 $300.00 07-901 IROOFING 1.001 AL 1 $0.001 $0.00 07-902 IVAPOR BARRIER 0.001 LS 1 $0001 $0.00 08-000 DOORS & WINDOWS (SUB -TOTAL) $850.00 08-100 IDOORS & HARDWARE 1 0.00 LS $0.00 $0.00 08-100 1OFFICE DOOR 1.001 LS 1 $850.001 $850.00 09-000 FINISHES (SUB -TOTAL) $1,250.00 $48,669.00 09-120 METAL STUD / GYP 1.00 LS $7,000.00 $7,000.00 09-300 ACOUSTICAL CLG 1.00 LS $7,850.00 $7,850.00 09-330 TILE 1.00 LS $19,350.00 $19,350.00 09-330.1 VINYL FLOORING 0.00 LS $0.00 $0.00 09-550 PAINTING 1.00 LS $4,200.00 $4,200.00 09-900 FRP 1.001 LS 1 $10,269.001 $10,269.00 09-950.0 1.001 LS 1 $0.001 $0.00 09-950 0.001 SY 1 $0.001 $0.00 10-000 SPECIALTIES (SUB -TOTAL) $350.00 10-100 IBATH PARTITIONS 0.00 EA $0.00 $0.00 10-100.1 JIBATH ACCESSORIES 2.00 LS $0.00 $0.00 10-122 IK1 AND 10 LB FIRE EXTINGUISHER 1.00 LS $350.00 $350.00 10-162 IFIRE PLACE 0.001 EA 1 $0.00 $0.00 11-000 EQUIPMENT (SUB -TOTAL) $2,400.00 11-130 IWALK IN COOLER INSTALL 1.00 LS $1,200.001 $1,200.00 11-130 ISET OWNER SUPPLIED EQUIPMENT 1.001 LS 1 $1,200.001 $1,200.00 12-000 FURNISHINGS (SUB -TOTAL) $0.00 13-000 SPECIAL CONSTRUCTION (SUB -TOTAL) $0.00 14-000 CONVEYING SYSTEMS (SUB -TOTAL) $0.00 15-000 MECHANICAL (SUB -TOTAL) $31,608.00 15-501 PLUMBING 1.00 SF $20,158.00 $20,158.00 15-502 FIRE SPRINKLER 0.00 AL $0.00 $0.00 15-503 HVAC 1.00 LS $0.00 $0.00 15-500 HOOD INSTALL 1.00 SF $11,450.00 $11,450.00 16-000 ELECTRICAL (SUB -TOTAL) $145500.00 GENERAL ELECTRICAL WORK 1.00 LS $9,500.00 $9,500.00 L10 LOW VOLTAGE 1.00 LS $2,500.00 $2,500.00 20 LIGHTiNG ALLOWANCE 1.00 AL $2,500.00 $2,500.00 SUB -TOTAL: :': :':': : : : $128,917 GENERAL CONDITIONS; 13.97% $18,004 OVERHEAD & FEE' Net 15% $25,927 TAXi 9.50% $0 OTHER $0 TOTAL $172 848 MBK Construction Group KB Morgan TF Bid Form PROJECT: CAPRIOTTI'S - TUKWILLA, WA TRADE PAYMENT BREAKDOWN 01-000 GENERAL CONDITIONS (SUB -TOTAL) $18,004 03-000 CONCRETE (SUB -TOTAL) $500 04-000 MASONRY (SUB -TOTAL) $3,190 05-000 METALS (SUBTOTAL)$2,560 06-000 WOOD & PLASTICS (SUB -TOTAL) $24,000 07-000 THERMAL & MOISTURE PROTECTION (SUE $300 08-000 DOORS & WINDOWS (SUB -TOTAL) $850 09-000 FINISHES (SUB -TOTAL) $48,669 10-000 SPECIALTIES (SUB -TOTAL) $350 11-000 EQUIPMENT (SUB -TOTAL) $2,400 12-000 FURNISHINGS (SUB -TOTAL) $0 13-000 SPECIAL CONSTRUCTION (SUB -TOTAL) $0 14-000 CONVEYING SYSTEMS (SUB -TOTAL) $0 BUDGET 15-000 MECHANICAL (SUB -TOTAL) W I,WU 16-000 ELECTRICAL (SUB -TOTAL) $14,500 SUB -TOTAL $128,917 $0 GENERAL CONDITIONS $18,004 OVERHEAD & FEE $25,927 PERMITS & INSURANCE $0 BONDS $0 TOTAL $172,848 $0 SF COST $93.68 S.F. (SF) 1,845.00 SF COST - EXCLUDING SITEWORK $0.00 S.F. (SF) ESTIMATED BY: GENE McWILLIAMS , ESTIMATOR FOR GENERAL CONTRACTOR PREPARED BY: APPROVED BY: QUALIFICATIONS 1. All utility fees, tap fees, Landlord fees, permit fees, and city and health will be the sole cost to the Owner. Division 1 - General Conditions We have included cost for General Conditions for 6-weeks. All permit fees will be paid for by Owner. MBK Construction Group KB Morgan TF Bid Form We have included a cost for mobil phone. We have included a cost for dumpsters. All debris will be hauled off site. We have included cost for all rental equipment needed to perform our work. We have included cost to professionally clean the restaurant prior to opening. We have included full time supervision. We have included cost for all lodging. We have included cost for mileageout to project. We have included cost for per diem. We have included a contigency fee that is the sole use of the Contractor. Division 2 Site Work We exclude all demo. Div. 3 Concrete We exclude all saw cutting and pour back. We have included all floor patch. Div. 4 Masonry We have included all brick work in dinning room. Div. 5 Metals We haveincluded all stainless steel corners. We have included all metal base inside walk ins. We have excluded the sneeze guard. We have not included the cost of stainless steel panels at hoods. To be supplied by hood supplier. We have included the cost to install only stailess steel panels at hoods. Div.6 Carpentry We have inclued all wood blocking. We have included all rough carpentry labor. We have included all base work. We have included all finish carpentry labor. We have included building counter, wainscott, tops, & trims. Div. 7 Moisture We have included all caulking. We have included an allowance for all roofing work. Div. 8 Doors We have office and pocket door We have included the swing door. Div. 9 Finishes We have included all metal stud/ gyp work. We have included all acoustical clg work. Weave included all tile work. We have included all painting work. We have included all FRP work. Div. 10 Specialties We have ecluded installing owner provided bath accessories. We have included fire extinguisher for front of house. Div.11 Equipment We have included the lobor to build walk ins. We have included the labor to set owner equipment. Div. 15 Mechanical We have included all plumbing work. Existing grase trap We have not included any sprinkler work. We have included minimal HVAC work.. MBK Construction Group We have included installing hoods, curbs, MAU, ApMgrgan TF Bid Form Div. 16 Electrical We have included all electrical work. All service is existing. We have included an allowance for light fixtures. We have not included any fire alarm work. Allow 10% state sales tax to be added to total cost Please allow aprox $ 10,000 allowance for fire alarm, roofing, etc. and any unknown. We have figured a construction schedule for 5-weeks. And a Punch list schedule for 3-days. PERMIT COORD COP PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0067 DATE: 4-7-15 PROJECT NAME: CAPRIOTTI'S SITE ADDRESS: 17308 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Btiildin Division Fire Prevention Planning Division g ❑ g ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DATE: 4-9-2015 Structural Review Required ❑ DATE: DUE DATE: 5-7-15 Approved with Conditions d Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 r� v 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: /-t, v-7. / 5 Plan Check/Permit Number: D 15-0067 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 RECEIVED ❑ Revision # after Permit is Issued APR 0 7 2015 ❑ Revision requested by a City Building Inspector or Plans Examiner COMMUM J r f)F-VEL_(*WENT Project Name: Capriotti' s Project Address: 17308 Southcenter Pkwy Contact Person: 5rz0FL/& M©tzR)5 Phone Number: 2G?b is*/ z)b 0 (C"w) Summary of Revision: I IBM_ i MIN _e 3► P_ • .� �L�Li =L�1LlJ3�L� I :Z",�!Tr ID E%Y�7MRVA"- &,6t.WIMIT1A =.T��l4M co�1%lk;�TlOr<I 4* S Sheet Number(s): Q- 100 1 A— I b I , A I" "Cloud" or highlight all areas of revision including date of Received at the City of Tukwila Permit - enter by: Entered in TRAKiT on WAPermit CenteATemplatefformARevision Submittal Form.doc Revised: March 2014 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director April 01, 2015 GENE MORRIS 5135 BALLARD AVE NW SEATTLE, WA 98107 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0067 CAPRIOTTI'S - 17308 SOUTHENCENTER PKWY Dear GENE MORRIS, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size I Ix17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. On the front sheet Project Information, specify codes compliance with current 2012 building, mechanical, plumbing and WSEC. Indicate if the space of building is sprinklered. Specify type of occupancy. Specify previous occupancy and if this is a change of use. Identify separations from other occupancies and identify those adjacent occupancies. Include a demo plan to specify any demolition work if applicable. 2. Specify posting of occupant load. (IBC 1004.3) 3. Show the store front door and door swing on the plan. Also identify exit signs. (IBC 1020.1) 4. Provide a bracing detail for the short walls. 5. Provide architectural plans with original signed wet stamp (not copied) on the plans sheets. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3670. Sincerely, Megan Parsons Permit Technieia File No. D15-0067 PERMIT CQORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0067 DATE: 03/17/15 PROJECT NAME: CAPRIOTTI'S SITE ADDRESS: 17308 SOUTHCENTER PKWY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: P6- mac,- 3�;11 s Building Division is Works Am mt, Fire Prevention Structural ❑ Planning Division a Permit Coordinator a PRELIMINARY REVIEW: DATE: 03/19/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/16/15 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only ,1 CORRECTION LETTER MAILED: Departments issued corrections: Bldg] Fire ❑ Ping ❑ PW ❑ Staff Initials: MBK CONSTRUCTION GROUP Page 1 of 2 Home Inicio en Espanol Contact Safety (D Washington State Department of Labor & Industries MBK CONSTRUCTION GROUP Owner or tradesperson MCWILLIAMS, GENE A Principals MCWILLIAMS, GENE A, OWNER WA UBI No. 603 519 502 License Search L&I I J A-'L Index Help My Secure I. `-1 Claims & Insurance Workplace Rights Trades & Licensing 504 E NORTH AVE FLORA, IL62839 618-662-0202 Business type Individual 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. MBKCOCG851MG Effective — expiration 07/07/2015— 07/07/2017 Bond ............._.. Western Surety Co $12,000.00 Bond account no. 62446577 Received by L&I Effective date 07/07/2015 07/06/2015 Expiration date Until Canceled Insurance ............................ Country Mutual Ins Co $1,000,000.00 Policy no. AB9167839 Received by L&I Effective date 07/07/2015 04/07/2016 Expiration date 04/0712016 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations .................................................. No license...violations during the previous 6 year period. I Workers' comp https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603519502&LIC=MBKCOCG851MG&SAW= 7/7/2015 ADATTO CONSTRUCTION INC Page I of 2 Home Inicio en Iispanol Contact Safety Washington State Department of Labor & Industries ADATTO CONSTRUCTION INC Owner or tradesperson ADATTO, RICHARD Principals ADATTO, RICHARD, PRESIDENT Doing business as ADATTO CONSTRUCTION INC WA UBI No. 601 154 635 License Search L&I I A-'L' bidex Help My Secure 1 &I Claims & Insurance Workplace Rights Trades & Licensing 1314 DENNY WAY 103 SEATTLE, WA98109-5444 206-652-5300 KING County Business type Corporation 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. ADATTC1108DR Effective — expiration 03/19/1990— 03/17/2016 Bond CBIC $12,000.00 Bond account no. SA9863 Received by L&I Effective date 01/29/2002 03/08/2002 Expiration date Until Canceled Insurance ............................ Ohio Cas Ins Co $1,000,000.00 Policy no. BKO50714200 Received by L&I Effective date 02/06/2015 03/0812013 Expiration date 03/08/2016 Insurance history .Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ..................................... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601154635&LIC=ADATTCI108DR&SAW= 4/14/2015 I, ABBREVIA' & And @ At < Centerline A Degree Diameter > Property Line Square Feet # Pound or. Number < Centerline ACID Acoustical Panel ACT Acoustical Tile ALUM Aluminium ASPH Asphalt BSMT Basement BM Beam BLKG Blocking BD Board' BOT Bottom BLDG Building CAB Cabinet C Carpet CLG Ceiling CTR Center CL Centerline or Closet CT Ceramic Tile CLR Clear COL Column CONC Concrete CMU Concrete Masonry Units CONST Construction CONT Continuous CJ - Control Joint CORR Corridor CU Cubic A. DET(S) Detail(s) DIA Diameter DIM Dimension DR Door DN Down DS Down Spout DWG Drawings DF Drinking Fountain EA Each ELEC Electrical EWC Electric Water Cooler EL Elevation ELEV Elevator EQ Equal EQUIP Equipment ` EXIST Existing EJ Expansion Joint EXP Exposed EXT Exterior FOC Face of Concrete FOM Face of Masonry FOS Face of Stud FIN Finish FF Finish Floor FA Fire Alarm FE Fire Extinguisher FIXT Fixture FLR Floor FD Floor Drain FTG Footing GA Gage GALV Galvanized GL Glass GR Grab Rail GYP Gypsum GWB Gypsum Wall Board GENERAL NOTES. .......... ............ 1. ALL WORK SHALL COMPLY WITH 2O12 VERSIONS OF THE INTERNATIONAL BUILDING, MECHANICAL, PLUMBING CODES WITH WASHINGTON STATE REVISIONS, AND THE 2012 WASHINGTON STATE ELECTRICAL CODE. 1 b. CONSTRUCTION TYPE: V-B SPRINKLERED 1c. ZONING: CB COMMERCIAL 1d. OCCUPANCY: RESTAURANT. PREVIOUS OCCUPANCY: RESTAURANT (NO CHANGE) le. ADJACENT OCCUPANCIES: RESTAURANT 1f. SEPARATION FROM ADJACENT OCCUPANCIES: 1 HR PARTITION 1 g. DEMOLITION PERMIT # D15 - 0041 (2-17-2015) 1h. OCCUPANT LOAD (39) SHALL BE POSTED Al ENTRY. (SEE PROJECT INFORMATION, THIS SHEET 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE JOB BEFORE PROCEEDING AND REPORT ANY DISCREPANCIES TO THE ARCHITECT.. 3. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS, DO NOT SCALE DRAWINGS. ADDRESS ANY QUESTIONS TO ARCHITECT FOR CLARIFICATION. CORRECTION OF WORK INSTALLED WITHOUT CLARIFICATION SHALL BE AT THE CONTRACTOR'S EXPENSE. 4. ALL DIMENSIONS TO FACE OF STUD OR CENTER. LINE OF WALL, UNLESS NOTED OTHERWISE. 5 REPETITIVE FEATURES DRAWN OR NOTED ONLY ONCE SHALL. BE COMPLETELY PROVIDED AS IF DRAWN OR NOTED IN. FULL 6. EACH SUBCONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHER TRADES. 7. NEW PENETRATIONS FOR CONDUIT AND PIPES SHALL BE SEALED. 8. IT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR TO CHECK ALL DRAWINGS BEFORE THE INSTALLATION OF THIS WORK: ANY DISCREPANCY BETWEEN THE. ARCHITECTURAL AND OTHER DRAWINGS SHALL BE. BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. CORRECTION OF WORK INSTALLED WITHOUT CLARIFICATION SHALL BE AT THE CONTRACTOR'S EXPENSE. 9. CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR APPROVAL, PRIOR TO FABRICATION, SHOP DRAWINGS AND SAMPLES AS REQUIRED BY THE ARCHITECT AND BUILDING DEPARTMENT. 10. EACH. SUBCONTRACTOR, AT THE COMPLETION OF THE WORKDAY, SHALL REMOVE ALL DEBRIS RESULTING FROM HIS WORK, INCLUDING SPILLED FASTENERS. 11. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO APPLICABLE TRADE OR INDUSTRY STANDARDS. 12. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE HE DOES TO ADJACENT WORK AND SHALL MAKE GOOD SUCH DAMAGE AT HIS OWN EXPENSE. 13. ALL GWB WALLS TO HAVE A SMOOTH FINISH. 14. ALL WORK INDICATED IS NEW CONSTRUCTION. UNLESS OTHERWISE NOTED. 15. WATER TIGHTNESS IS THE CONTRACTOR'S SOLE RESPONSIBILITY. FLASHING, INCLUDING THE UNDERLAYMENT OF "S.A.M," BENEATH METAL. FLASHING, AND THE "SHINGELING" OF FLASHING MATERIALS TO DIRECT WATER FLOW OUTSIDE OF CONSTRUCTION FROM TOP TO BOTTOM OF CONSTRUCTION' IS A PRIMARY RESPONSIBILITY OF THE CONTRACTOR'S CONSTRUCTION SUPER INTENDANT, NO MATTER WHICH SUBCONTRACTOR IS INSTALLING MATERIAL Q,0 NOT RELY ON SUBCONTRACTORS FOR PROPER CONTROL OF WATER PENETRATION OR VAPOR ESCAPE. NOTES No. Description Date HC Handicapped HDWR Hardware HM Hollow Metal HORIZ Horizontal HB Hose Bib HR Hour IN(") Inch INSUL Insulation INT Interior JAN Janitor KIT Kitchen LAM Laminate LAV Lavatory LB Pound MFR Manufacturer MAT Material MAX Maximum MECH Mechanical MED Medium MMB Membrane MET Metal MIN Minimum or Minute MISC Miscellaneous N None N/A Not Applicable NIC Not in Contract NIMBY Not In My Back Yard NTS Not To Scale NO Number OC On Center OPNG Opening OPP Opposite P Paint PNL Panel PLAM Plastic Laminate PLYWD Plywood PT Post Tensioned PL Property Line or Plate QT Quarry Tile R Resilient Base RAD Radius REF Refrigerator REINF Reinforcing REQ Require RIWB Recycled industrial waste Board ROWRight Of Way RD Roof Drain RM Room RO Rough Opening RB Rubber SCHED Schedule SECT Section SHT Sheet SHTG Sheathing SH Shelf or Shelving SIM Similar SOG Slab On Grade STC Sound Transmission Coefficient SO Square SF Square Foot(Feet) SO FT Square Foot(Feet) SO IN Square Inch(es) STL Steel SS Stainless Steel STOR Storage STRUCT Structural TEL Telephone T & G Tongue and Grove TOS Top of Slab TOW Top of Wall TYP Typical TG Tempered Glass UNO Unless Noted Otherwise VERT Vertical VNTB Vented Base VT Vinyl Tile WP Water Proofing) WR Water Resistant WT Weight WWF Welded Wire Fabric WIN Window W/ With W/O Without WD Wood SPECIAL NOTES: CONTRACTOR SHALL COORDINATE ALL DIMENSIONS AND DETAILS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS AND SPECIFICATIONS PRIOR TO COMMENCING WORK. SHOULD THERE BE ANY CONFLICTS, NOTIFY ARCHITECT FOR CLARIFICATION. THE DRAWINGS AND SPECIFICATIONS CREATE A COMPLETE COMPLEMENTARY DOCUMENT. THE. ARCHITECT HAS THE SOLE AUTHORITY TO RESOLVE ANY CONFLICT THEREIN. FIRE PROTECTION NOTES: A CLASS 3-A 40BG FIRE EXTINGUISHER SHALL BE LOCATED AT 4 ENTRIES. SECURITY NOTES BUILDING ENTRANCE DOORS SHALL BE CAPABLE OF LOCKING AND SHALL BE EQUIPPED WITH A DEAD LATCH WITH AT LEAST A 1-1/2 INCH THROW WHICH PENETRATES THE STRIKER NOT LESS THAN 1 INCH. SUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL, ALTERNATE SECURITY DEVICES MAY BE SUBSTITUTED FOR THOSE REQUIRED HEREIN PROVIDED SUCH DEVICES ARE OF EQUAL CAPABILITY TO RESIST ILLEGAL ENTRY AND FURTHER PROVIDED THAT THE INSTALLATION OF THE SAME DOES NOT CONFLICT WITH OTHER REQUIREMENTS OF THIS CODE. ENERGY CODE 1. PIPING INSTALLED TO SERVICE BUILDINGS AND WITHIN BUILDINGS SHALL BE INSULATED TO 2012 WASHINGTON STATE ENERGY CODE. 2. SERVICE WATER HEATERS SHALL BE SPECIFIED BY ARCHITECT. AND SHALL BE INSTALLED WITH AUTOMATIC TEMPERATURE CONTROLS AND SHUT -DOWN CAPACITY. ALL WATER HEATERS SHALL MEET THE REQUIREMENTS OF THE CURRENT NATIONAL APPLIANCE ENERGY CONSERVATION ACT AND BE SO LABELED. WATER HEATERS SHALL BE STRAPPED TO RESIST DISPLACEMENT BY EARTHQUAKE (UMC 308.1). 3. PROVIDE THERMAL INSULATION PER CURRENT ENERGY CODE NOTE: ALL JOINTS (BETWEEN BATT SPLICES AND TEARS SHALL BE SEALED WITH DUCT TAPE OR OTHER APPROVED MATERIAL.) 4. ALL BATHROOMS, DRYERS, AND KITCHEN FANS SHALL VENT THROUGH PROTECTED JOIST CHASE OR VERTICAL SHAFT TO BUILDING. EXTERIOR. 5. LISTED APPLIANCES SHALL COMPLY WITH THE LISTING FOR CLR TO COMBUSTIBLE MATERIALS. UNLISTED APPLIANCES SHALL COMPLY W/ UMC TABLE3A OR 3B. REVISIONS Description 1 SYMBOL LIST A -A Building Section Wall Section o. Detail Section AD.O ,oD Room Number North Arrow Interior Elevations ® Smoke Detector Wall Type Symbol Door Type Symbol 0 Window Type Symb, FAN LOCATION 0 SMOKE DETECTOR LEGEND Earth Concrete ® Plywood Framing Finish Wood, Partitions EM Rigid Insulation Batt Insulation RESTAURANT PROJECT INFORMATION DRAWING INDEX ARCHITECTURAL TENANT IMPROVEMENTS: NEW RESTAURANT, CAPRIOTTI'S SANDWICH SHOP " OWNER: GREENSTREET HOLDINGS, 5134 S. MEDLEY CT., SEATTLE 98118 (717) 525 2322 A 100 PROJECT INFORMATION SITE ADDRESS 100 17308 SOUTHCENTER PARKWAY TUKWILLA WASHINGTON 98188 - to CODES USED 2012 INTERNATIONAL BUILDING CODE A 101 PLANS & ELEVATIONS WASHINGTON STATE AMENDMENTS TO IBC ZONING CB COMMERCIAL A 102 CEILING & WALL DETAILS TYPE OF CONSTRUCTION V-B RESTAURANT, SPRINKLERED A 10.E WALL TYPES SCOPE OF WORK DESCRIPTION OF WORK CONSTRUCT INTERIOR ALTERATIONS FOR DRAWING INDEX . M, E, P RESTAURANT IN EXISTING COMMERCIAL BUILDING PER PLAN PROJECT AREA 1845 SF G 1.0 �/ n /' P E COVER R SHEET ROOM NAME FLOOR AREA OCCUPANT LOAD FACTOR OCC LOAD DINING AREA 504SF 15(NET)DINING 34 M 1.0 MECHANICAL FLOOR PLAN KITCHEN AREA 580 SF 200 (GROSS) KITCHEN 3 SERVICE BAR OFFICE 134 SF 200 (GROSS) KITCHEN 1 43SF 100 1 M 2.0 MECHANICAL SCHEDULES UNOCCUPIED" 479 SF 0 0 TOTAL OCCUPANT LOAD 39 OCCUPANTS '`UNOCCUPIED INCLUDES: MECHANICAL, RESTROOMS, EGRESS HALLWAY n /�' � V � 3.0 MECHANICAL DETAILS FOOD SERVICE NOTE M 4.0 EXHAUST HOOD INFO S A: PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. M 5.0 MECHANICAL DETAILS B: AN INDIRECT WASTE IS REQUIRED FOR FOOD PREPARATION SINKS, 3 COMPARTMENT SINK, ICE MACHINE,WALK-IN REFRIGERATION, AND ANY EQUIPMENT IN WHICH FOOD IS PLACED. M 6.0 G R EASE DUCT FIRE W R P 615 C: A HORIZONTAL SEPARATION OF AT LEAST 16" OR A VERTICAL PARTITION 16" HIGH IS REQUIRED BETWEEN THE FOOD PREP SINK AND ALL SOURCES OF CONTAMINATION.D: A HORIZONTAL OF AT LEAST 16" OR A HIGH IS REQUIRED BETWEEN HEAHAONDWASH SINKS AND ALL OODICAL PREP AREASOAND'COUNTERS. \ n I V 1 % / . 0 MECHANICAL DETAILS E: WATER HEATERS MUST BE OF SUFFICIENT CAPACITY AND RESPONSE TIME TO PROVIDE HOT WATER TO THE DISH WASHER AND / OR SCULLERY SINKS AND AT THE SAME TIME, PROVIDE HOT WATER TO THE HAND WASH SINKS WITHIN 15 SECONDS. E 1 .O E L E C LIGHTING FLR P L N F: EXTRA WALL PROTECTION IS REQUIREDON WALLS BEHIND SINKSINCLUDING RESTROOM AND SERVICE AREAHAND WASH SINKSAND FOOD PREPARATION TABLES. A 16" HIGH BACKSPLASH OF PLASTIC LAMINATE, FIBERGLAS REINFORCED PLASTIC OR EQUAL IS ACCEPTABLE. WALL PROTECTIONS BEHIND MOP SINKS MUST COVER THE ENTIRE SPLASH ZONE. 2.0 POWER FLOOR PLAN G: THE FLOOR MUST BE SURFACED WITH A DURABLE NON-ABSORBANT, EASILY CLEANABLE MATERIAL. H: THE SYSTEM SHALL BE INSTALLED AND OPEATED MECHANICAL ANDOF E CODES. A PRE -OPERATIONAL NSPRCTION IS REQUIRED QU RED PRIORMEET TO O OPENING LE BUILDING ° E 3.0 E L.EC PANEL SCHEDULE/NOTE S FOR BUSINESS. AT THE TIME OF INSPECTION THE THE CONSTRUCTION OF THE FOOD SERVICE ESTABLISHMENT MUST BE COMPLETE AND ALL EQUIPMENT MUST BE IN PLACE. INCOMPLETE CONSTRUCTION MAY RESULT IN A RE -INSPECTION FEE. E 4.O ELECTRICAL L DETAILS I: DISTANCE TO RESTROOMS FROM KITCHEN IS 38'. DISTANCE TO RESTROOMS FROM SEATING /'� AREA IS 73'. J: NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL. E 5.0 ELECTRICAL DETAILS E 6.0 IT SYSTEM POS DESIGN E 7.0 IT SYSTEM POS DESIGN FILE COPY Permit o.1 V LE OR P 1.0 WASTE / VENT FLR PLAN ANCE Plan review approval is subject to errors and omissions. D P 2.0 WATER / GAS FLOOR PLAN Approval of construction documents does not authodzs 15 the violation of any adopted code or ordinance. Receipt o► approved Field Copy and conditions is acknowledged: wilaP 3.0 VENT/ WASTE RISER DIAGS By: t 1,. VISION . Cate: ''(-1 S P 4.0 GAS / WATER RISER City ®fTuWflh P 5 0 PLUMBING NOTES / S HEDS BUILDING DIVISIONC REVISIONS No chances shall de to the. scope I of work without prior approval of Tukv^=ila Building Divlslon. NOT E: Feviaions will require a nevj plan submittal may Inc �r�� a d y include additional plan rc°Iiov°:r fees. �.�..._....I ADATTO CONSTRUCTION CAPRIOTTI'S CAFE CONCEPTS INC BY DESIGN Engineering REGI ED Construction Sandwich Shops Equipment & Design Mechanical Engineering 1314 Denny Way 6056 South Durango, Suite 100 30366 Esperanza 1205 68th St SE Seattle, Washington 98109 Los Vegas, Nevada 89113 Rancho Santa Margarita, CA 92688 Auburn, Washington 98092 > 206 652 5300 866 959 3737 949 273 8360 503 314 1436 fax 949 2738342 i'Ow OF 'I= _ www.adattoconstruction.com info@capriottis.com jillw@cafeconceptsonline.com www.ByDesignEng.com w DRAWING INDEX , KITCHEN K 1-1 EQUIPMENT DRAWING K 1-2 EQUIPMENT SCHEDULE PLANNING APPROVED • No changes can be made to thll�se K 2-1 ELECTRICAL DRAWING plans without approval ft m the Planning Division of DCD K 3-1 PLUMBING DRAWING Approved 6y: Date: - - -_ K 4-1 FINISH DRAWING 4- ktiATY F Ur.VVL11_.�: K 5-1 CEILING LIGHTING APR 0 7 2015 CORRECDON PEuRlpzfl m C E N TRd E�Tl K 6-1 ELEVATIONS LTR, ,.J i r LAGERQUIST & MORRIS AIA 5135 Ballard Ave. NW Seattle, Washington 98107 206/789-7611 bh 0A Ow GREENSTREET HOLDINGS CAPRIOTTI'S INFORMATION Project Number Issue Date Author Checker 00 Al 00 It _LO Scale N Project number Date Drawn by Checked by CD i c c C LI; c C T NOTES C: INTERIOR ELEVATION 7, 4'-611 A QUARTZ COUNTER W/ SNEEZE GUARD ----------------------- EXPO. SOUP/SNEEZE i i GUARD I i ANGLI WALL B: CUSTOMER SIDE CEILING WHITE SOFFIT/FRP-06 (MAHOGANY) -----------I, SNEEZE GUARD I I W D-01 BEAD BOARD No.= Description Date CHIPS/WD-01 CHIPSIWD-01 CH1PS/W D-01 A: CUSTOMER SIDE REVISIONS QUARTZ TO. RB-01 D: INTERIOR ELEVATION aux.-o T—o1 E: INTERIOR ELEVATION El> NOTE: SNEEZE GUARD IS EP5 BY "ADM". i SOUP/SNEEZE EXPO. i GUARD OPEN OPEN PWR 1 POWER SEE K2.1 PWR ANGLE [DRY WALL SUPPORT WALL FOH SIDE -QUARTZ TO. CORNER GUARD. BLACK SHELF TO MATCH WD-01 DRY WALL CERAMIC COVE BASE -----------� SNEEZE GUARD SALAD 7POWER N BAY SEEK2.1 POWER SEE K2. CERAMIC DRY WALL SUPPOfTCOVE BASE 4r-0„ I REGISTER SIDE L T> glow Pwv�da a, eon�plc+�A WsC/cl U�yh7h1y Kniglrianw v91� G4 th1Ga1 PIWW k f- REEDYLLi ADATTO CONSTRUCTION CAPRIOTTI'S CAFE CONCEPTS INC Equipment &Design BY DESIGN Engineering Mechanical Engineering a, Construction 1314 Denny Way Seattle, Washington 98109 Sandwich Shops 6056 South Durango, Suite 100 Los Vegas, Nevada 89113 30366 Esperanza Rancho Santa Margarita, CA 92688 1205 68th St SE Auburn, Washington 98092 206 652 5300 866 959 3737 949 273 8360 503 314 1436 {SM OF &M#4100 fax 949 2738342 www.adattoconstruction.com info@capriottis.com jillw@cafeconceptsonline.com www.ByDesignEng.com i i i VALENCE 3.5" STL CHANDI MIRROR LIGI WV FLUSH L MIRROR LIG WV 5 REFLECTED CEILING PLAN Copy 1 LAGERQUI T & MORRIS AIA 5135 Ballard Ave. NW Seattle, Washington 98107 _ 206/789-7611 h, 0A 1.=3. 19' - 0 - 1/4" '-4 3/4" 3' - 7 /4" zo EXI LT ire Historic Art z `'' (typical) SH 3'-83/410, " z a NEW 42.." ELEV C TP 4 SHORT 0 `•° PUBLIC AREA FLOORco �=} SH T02 ELEV E N OF ACCOUSTIC TILE PARTYWALL TO ADJ AREA TEGULAR II PARTYWALL NEW 42" TP 4 SHORT RESTAURA T Drinks -T TO ADJ DRINKS RESTAURANT I _T 12' - 7 29/32" 2' - 5 27/321, DRINKS Of TILE CHANGE MATCHES _ 3 1/4" :::' J ISH LOC OF CABINETRY ¢ capriotti's CO _ o, awards wall Eo ISH co NEW TYPE 6 FULL HT _ T ISH NEW TP 4 CO T o SHORT a r 48" H Co co Historic Art /ASHABLE TILE (typical) E T SIGN EXIT CDDOORWAY BUILD -OUT JSH NEW TP z 0' - 9 1/2" ' _ w u' - 1/2" LT 4 SHORT U 3' - 0" - - 48" H Y �co CO 0 rn VSH o NEW TYPE 6 FULL HT KITCHEN & ELEV D FOOD PREP iz VV FLOOR o Historic Art OT-01 � (typical) NSH OT-03 Y - o CD NEW TYPE 6 FULL HT C9 WSH �J =ILL WALL TO MATCH Z w �- EXIT Y i M 0'- 9 1/2' 3' 0' - 9 i/2" DOORWAY BUILD -OUT WSH o 5' DIA HC CIRCLE 10' 4 7/8" Historic Art _ w z 3'-71/ EXIT 4'-7" (typical) T LT r �- NEW FULL HT TP 4 P) � X Historic _ A00 f WSH bo `o w (typical) LO r_ CONC. FLR C7 r' T /8 NEW FULL HT TP 4 o z z O (2) POWER PANELS TILE CROWN w t— X CO zo C� MOULDING LLPOCKET DOOR z CONC. FLR BOTH RESTROOMS 7c~r� REPLACE STEEL DOOR X T- � 1/8" - T LT T CM TELEPHONE BOARD p) r r 3'-0" SC DR N W/EMERG CRASH BART FUR FLOOR WALL & DOOR BUILD OUT °o w EXIT UP TO ADJACENT W/ CRASH BAR L HEIGHT EMPLOYEE LOCKERS 5'- 6 1/4" - 10 5/8" 4' 8 1/8" - 4" (REPLACE HARDWARE R ® ;ONGE 0'- 4 8"�'0' - 4 7/8" AS NEEDED �E Mom. _)ff- 13' - 5 " NEW HARDWARE �► 2015 INCL. EMERG CRASH BAR 0 9 pQR DUMPSTER AREA w ITY CAF TUKVVI` P, - APR 0 7 2015 _ PFRr T CE NTEIR FLOOR PLAN 1 1/8" = 1'-011 Project. number Project Number date Issue Date GREENSTREET HOLDINGSDrawn by Author Checked by Checker CAPRIOTTI'S PLANS & DETAILS NOTES No. Description Date REVISIONS No. Description Date ADATTO CONSTRUCTION CAPRIOTTI'S CAFE CONCEPTS INC BY DESIGN Engineering 1 REGLSTFREG 4 Construction Sandwich Shops Equipment & Design Mechanical Engineering ' ; FIi X 1314 Denny Way 6056 South Durango, Suite 100 30366 Esperanza 1205 68th St SE t. Seattle, Washington 98109 Los Vegas, Nevada 89113 Rancho Santa Margarita, CA 92688 Auburn, Washington 98092 206 652 5300 866 959 3737 949 273 8360 fax 949 2738342. 503 314 1436 www.adattoconstruction.com info@capriottis.com p jillw@cafeconceptsonline.com www.ByDesignEng.com •. L A G E R Q U I S T tit M O R R I S A I A Project number 5135 Ballard Ave. NW GREENSTREET HOLDINGS Date Seattle, Washington 98107 Drawn by 206789-7611 ked by CAPRIOTTI S 64 0A CEILING & WALL DTW1W S� Project Number Issue Date Author Checker o_ N N i 0 N A METAL STUD FU 1�RATING: Fire. FRAME: Size / Gau( o 1-1/2" / 22 ~ II FACING: Material GWB co 0 00 CD RRIN 3Fn Fire FRAME: Size / Gauge 3-1/211/22 - FACING: Material GWB RATING: 1\ b Fire FRAME: Size / Gain 5-1/211/22 FACING: Material GWB RATING -:- Fire G TYPES _ _ACOUSTICAL AND FIRE RATINGS -- Value � SECT 1 HR � STRUC Spacing 1611 � - CEILING -� Thk - — 5/8" PLAN Value I SECT- 1 HR. STRUC Spacing co 1611 Thk 5/811 -- PLAN Value SECT 1HR_i Spacin 1611 Thk 5/811 PLAN Value_ _ SECT 1 HR FRAME: Size / Gauge Spacing 7-1/411/22 16" FACING: Material Thk GWB 5/811 � I- N()TF.(Z No. Description Date REVISIONS No. Description Date PLAN METAL STUD WALL TYPES - ACOUSTICAL AND FIRE RATINGS RATING: Value SECT sho Fire _ _ 1_HR � STRUC J 00 FRAME: Size / Gauge 'Spacing CEILING VARIES 1 5-1/211/22 1611 IF SCHEDULED ............................ 1115 ..... ...... ..... 8" STL PLATE @ 3" X 12 W/ (4) 8" X15"BOLTS. DRILL AND EPDXY INTO SLAFACING: Material WELD 16 GA STUD X 18" TO PL. BOLTO Thk STUDS WITHIN 2' OF EA END OF WALL AND �� EVERY 6' HORIZONTALLY W / FOUR 1/211 GWB 5/8 BOLTS. PLAN o a o e NTS 31/ " HOLDDOWN FOR TP 4 SHORT WALL RATING: ValUe SECT Fire 1 - HR STRUC FRAME: Size / Gauge< > Spacing Z0 3-1/211/22 1611 CEILING x FACING: Material Thk GWB 5/811 PLAN /211 RATING: Value SECT 6 < > Fire 1-HR STRUC FRAME: Size / GaugeSpacing C-0 Q0 5-1/211/22 1611C=� I — c x CEILING FACING: Material Thk �F®RCE RECEIVED GWB 5/8 R o 9 2a15 APR 0 7 20`15 AP PLAN iuk„�r;ta 1/2 PI:,'�G�'i"`�' ���� ��R CRY Of `WILDITS DNISIO PARTITION SCHEDULE NOTES 1. A PARTITION TYPE IS INDICATED BY THE SYMBOL >A— 5. PROVIDE HORIZONTAL BRACING FOR ALL FURRED PARTITIONS. 10. 'A' INDICATES THAT R-11 ACOUSTICAL BATT INSULATION TO BE CONTAINING THE PARTITION IDENTIFICATION NUMBER. THIS NUMBER PROVIDE 18 GAUGE ANGLE CLIPS AT 4'-0" O.C. MAX SECURED TO ADDED TO PARTITION. REFERES TO A SPECIFIC SSEMBLY IN THE PARTITION SCHEDULE. STUDS AND CONCRETE OR CMU WALLS. 11 : SYSTEMS SHALL BE AIRTIGHT. THESE PARTITION TYPES ONTINUE BETWEEN CORNERS, OR ON THE RECESSED WALL FIXTURES, SUCH AS 6. PARTITIONS INDICATED AS FIRE -RATED FORM A SEPARATION MEDICINE CABINETS OR ELECTRICAL, TELEPHONE, COMMUNICATION SIDE WHICH SYMBOL APP ARS, TO ANY INTERSECTING PARTITION. THAT SHALL CONTINUE FLOOR TO SLAB ABOVE WITH NO BREAKS AT OUTLETS, THAT PENETRATE THE GYPSUM BOARD SHALL NOT BE 2. THE PARTITION TYPE A OVE OR BELOW (OR ON EITHER SIDE OF COLUMNS, WALL TRANSITIONS OR OTHER OBSTRUCTIONS. ALL LOCATED BACK TO BACK OR IN THE SAME STUD CAVITY. ANY OPENING A PARTICULAR OPENING) IS TO BE THE SAME AS THAT SCHEDULED PENETRATIONS IN FIRE RATED PARTITIONS OR WALLS REQUIRING FOR FIXTURES OR PIPES SHALL BE CUT TO THE PROPER SIZE AND FOR EITHER SIDE OF THE DPENING (U.O.N.). PROTECTINED OPENINGS SHALL BE FIRE STOPPED WITH AN SEALED. THE ENTIRE PERIMETER OF A SOUND INSULATING SYSTEM SHALL 3. DIFFERING PARTITION YPES SHALL ALIGN S0 THAT WALL APPROVED MATERIAL IN ACCORDANCE WITH UBC SECTIONS 706 BE MADE AIRTIGHT TO PREVENT SOUND FLANKING. FLEXIBLE SEALANT PLANES CONTINUE UNBR KEN IN ROOMS (U.O.N.) AND 709.6. OR AN ACOUSTICAL GASKET SHALL BE USED TO SEAL BETWEEN THE STC 4. 7. SEE PARTITION AND DOOR DETAILS ON DWG A 102, RATED SYSTEM AND ALL DISSIMILAR SURFACES AND ALSO BETWEEN INCASES WHERE TWO IFFERENT CEILING HEIGHTS ABUT FOR FURTHER DETAILS AND REQUIREMENTS. THE SYSTEM AND SIMILAR SURFACES WHERE PERIMETER RELI PARTITIONS,.. THE GWB SH LL EXTEND ABOVE THE HIGHEST CEILING EF IS AS DETAILED. PARTITION URFACES SHOWN TERMINATING ABOVE A 8. GYPSUM WALLBOARD AND INSULATION SHALL EXTEND 6"MIN ABOVE REQUIRED. TAPING GYPSUM BOARD WALL AND WALL -CEILING THE SUSPENDED CEILING PER WALL TYPES ON A 103. CEILING ARE TO CONTINU TO THE UNDERSIDE OF STRUCTURE IN INTERSECTIONS PROVIDES AN ADEQUATE AIR SEAL AT THESE LOCATIONS. ASTM E 497 STANDARD PRA T THOSE ROOMS WHERE N CEILING IS SCHEDULED. 9. BOTTOM RUNNER TRACKS SHALL BE SET IN CONTINUOUS ACOUSTICAL SEALANT AT EACH SIDE. C ICE FOR INSTALLING SOUND -ISOLATING LIGHTWEIGHT PARTITIONS, PROVIDES ADDITIONAL INFORMATION. A P. E „n I S ! Cat I YI Q 1[ 15 H Project number Project Number ADATTO CONSTRUCTION CAPRIOTTI'S CAFE CONCEPTS INC BY DESIGN Engineering 5135 Ballard Ave. NW Date Construction G R E E N ST R E ET HOLDINGS Issue Date Sandwich Shops Equipment & Design MechanicaF Engineering 1314 Denny Way 6056 South Durango, Suite 100 30366 Esperanza 1205 68th St SE �y Seattle, Washington 98107 Drawn by Author Seattle, Washington 98109 Los Vegas, Nevada 89113 Rancho Santa Margarita, CA 92688 Auburn, Washington 98092 206 652 5300 206.!789 7611 h by eCk@I 866 959 3737 949 273 8360 5033141436 CAPRIOTTI'Sfax 949 2738342 www.adattoconstruction.com info@capriottis.com jillw@cafeconceptsonline.com www.ByDesignEng.com LO 404 0A :.� WALL TYPES • r T L. r. CEILING—�I,�x__�'_ R/2 k- ,f STRUC r CEILING - i STRUC CEILING —TE n {3D} Copy 2 G NOTES No. Description Date REVISIONS No. Description Date NOTE: CAPRIOTTI'S INFORMATION IN TERMS OF EQUIPMENT CUTS SHEETS, DIAGRAMS KITCHEN PLANS LAYOUTS ETC HOLD PRECEDENCE. REFER TO THE CAPRIOTTI INFORMATION FOR CLARIFICATION. THE INTENT IS TO MODIFY THE SPACE TO MEET THE REQUIREMENTS BUT RE -USE EXISTING COMPONENTS AS MUCH AS PRACTICAL. INFORMATION PERCEDENCE SHEET LIST Sheet Number Sheet Name G 1.0 COVER SHEET M 1.0 MECHANICAL FLOOR PLAN M 2.0 MECHANICAL SCHEDULES M 3.0 MECHANICAL DETAILS M 4.0 EXHAUST HOOD INFORMATION M 4.1 HOOD FANS M 5.0 MECHANICAL DETAILS M 6.0 GREASE DUCT FIRE WRAP 615 M 7.0 MECHANICAL DETAILS E 1.0 ELECTRICAL LIGHTING PLAN E 2.0 POWER FLOOR PLAN E 3.0 ELECTRICAL PANEL SCHEDULE /NOTES E 4.0 ELECTRICAL DETAILS E 5.0 ELECTRICAL DETAILS E 6.0 IT SYSTEM POS DESIGN E 7.0 IT SYSTEM POS DESIGN RECEIVED P 1.0 WASTENENT FLOOR PLAN ary OF TUKWILA P 2.0 WATER/GAS FLOOR PLAN P 3.0 VENT/WASTE RISER DIAGRAMS P 4.0 GAS/WATER RISER P 5.0 PLUMBING NOTE / SCHEDULES PLHMIT CENTER 21 3D Co LAGERQUIST & MORRIS AIA ADATTO CONSTRUCTION CAPRIOTTI'S CAFE CONCEPTS INC BY DESIGN Engineering �` ��� 5135 Ballard Ave. NW G RE E N STRE E Construction Sandwich Shops Equipment & Design Mechanical Engineering r �RW�L Seattle, Washington 98107 1314 Denny Way 6056 South Durango, Suite 100 30366 Esperanza 1205 68th St SE Seattle, Washington 98109 Los Vegas, Nevada 89113 Rancho Santa Margarita, CA 92688 Auburn, Washington 98092 2061789 7611 CAP R I C 206 652 5300 866 959 3737 949 273 8360 503 314 1436 d p1a, f',ifri fax 949 2738342 tA A ��W$`�T1NG s'�� www.adattoconstruction.com info@capriottis.com jillw@cafeconceptsonline.com www.ByDesignEng.com 04 TON` COVER T HOLDING E ET . Project number SDate Drawn by Checked by 1 11 • 1 . m ■ sd s; s £ t sz'+ �'%its' �'�F,�� • � Cl) WASHINGTON STATE ENERGY CODE (WSEC) COMPLIANCE NOTES 1. THIS PROJECT HAS BEEN DESIGNED TO SATISFY THE 2012 WSEC. 2. THE HEATING SOURCE IS NATURAL GAS. 3. THE COMPONENT COMPLIANCE PATH HAS BEEN USED TO PASS THE WSEC 4. HVAC EQUIPMENT SHALL HAVE MINIMUM PERFORMANCE AT SPECIFIED 'RATING CONDITIONS NOT LESS THAN THE VALUES INDICATED IN TABLE 14-1A THROUGH 14-1G AND 1411.1 OF THE WSEC. 5. PROVIDE DEADBAND BETWEEN HEATING/COOLING SPACE SENSOR SETPOINTS OF 5 DEGREES AS REQUIRED BY SECTION 1412.2 OF THE WSEC OR AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. 6. HVAC SYSTEMS SHALL BE EQUIPPED WITH AUTOMATIC CONTROLS CAPABLE OF ACCOMPLISHING SETBACK OR SHUTDOWN DURING UNOCCUPIED PERIODS AS REQUIRED BY SECTION 1412.4 OF THE WSEC AND AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. 7. PROVIDE BALANCING DEVICES IN ALL BRANCH DUCTS AND PIPE RUNS TO TERMINAL DEVICES AS REQUIRED BY SECTION 1412.7 OF THE WSEC AND AS INDICATED ON DRAWINGS. 8. ALL DUCTWORK SHALL COMPLY WITH SMACNA STANDARDS FOR CONSTRUCTION OF GALVANIZED DUCTWORK. ALL DUCTWORK SHALL BE SEALED AS REQUIRED BY SECTION 1414.1 OF THE WSEC DUCT TAPE NOT ALLOWED. 9. ALL DUCTWORK SHALL BE INSULATED AS REQUIRED BY TABLE 14-5 AND SECTION 1414.2 OF THE WSEC AND AS DESCRIBED IN THE PROJECT MANUAL. - 10. ALL PIPING SHALL BE INSULATED AS REQUIRED BY TABLE 14-6 AND SECTION 1415.1 OF THE WSEC ;AND AS DESCRIBED IN THE PROJECT MANUAL. .11. BUILDING MECHANICAL SYSTEMS FOR ALL BUILDINGS WHICH PROVIDE SPACE HEATING AND/OR SPACE COOLING SHAISIZED IN ACCORDANCE WITH SECTION 1431.2 OF THE WSEC. 12. INDIVIDUAL ZONE TERMINAL UNITS AND HVAC SYSTEMS SERVING PORTIONS OF THE BUILDING HAVING LESS THAN 24-HOUR OPERATION SHALL BE SHUT OFF DURING UNOCCUPIED PERIODS AS REQUIRED BY SECTION 1432.1 OF THE WSEC AND AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. 13. SUPPLY AIR AND WATER TEMPERATURES SHALL BE AUTOMATICALLY RESET AS REQUIRED 1N SECTION 1432.2.1 AND 1432.2.2 OF THE WSEC OR AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. 14. ALL AIR SYSTEMS SHALL BE PROVIDED WITH A 100% ECONOMIZER CAPABILITY AS REQUIRED BY SECTION 1413.1 AND 1433 OF THE WSEC AND AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. 15 SIMULTANEOUS HEATING AND COOLING TO INDIVIDUAL ZONES SHALL BE PROHIBITED AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES EXCEPT WHERE PERMITTED IN SECTION 1435, EXCEPTIONS 1 THROUGH 4 OF THE WSEC. 16 VARIABLE FREQUENCY DRIVES SHALL BE PROVIDED FOR VARIABLE FLOW HEATING AND AIR HANDLING SYSTEMS AS REQUIRED BY SECTION 1438, AND 1438.1 OF THE WSEC AND AS DESCRIBED IN THE CONTRACT DOCUMENTS INCLUDING TEMPERATURE CONTROL SEQUENCES. 17. MOTOR EFFICIENCY SHALL NOT BE LESS THAN THE MINIMUM CALLOUTS PER TABLE 144A, 14-413 AND SECTION 1437 OF THE WSEC FOR FULL LOAD EFFICIENCIES. 18. RECORD DRAWINGS SHALL BE PROVIDED TO THE OWNER WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE AS REQUIRED BY SECTION 1416.3.4.2 OF THE WSEC. THE DRAWINGS SHALL INDICATE THE LOCATION AND PERFORMANCE DATA OF EQUIPMENT, GENERAL CONFIGURATION OF DUCTWORK AND PIPING DISTRIBUTION SYSTEMS, INCLUDING TERMINAL AIR AND WATER FLOW RATES OF THE ACTUAL INSTALLATION. 19 OPERATION AND MAINTENANCE MANUALS SHALL BE PROVIDED TO THE OWNER AS REQUIRED BY SECTION 1416.3.4.1 OF THE WSEC. AS A MINIMUM, THE MANUALS SHALL INCLUDE: SUBMITTAL DATA. OPERATION AND MAINTENANCE DATA FOR EQUIPMENT. NAMES AND ADDRESSES OF SERVICE AGENCIES. HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION. ENERGY CODE NOTES EACH SYSTEM OR ZONE THERMOSTAT SHALL BE CAPABLE OF A DEAD BAND OF AT LEAST 5 DEG. F WITHIN WHICH THE SUPPLY OF HEATING AND COOLING ENERGY IS SHUT OFF OR REDUCED TO A MINIMUM. SEE SPECIFICATIONS. EACH HVAC SYSTEM SHALL HAVE AUTOMATIC CONTROLS WITH A MINIMUM SEVEN DAY CLOCK CAPABLE OF BEING SET FOR SEVEN DIFFERENT DAY TYPES PER WEEK. SEE SPECIFICATIONS. PROVIDE GRAVITY BACK DRAFT AND MOTORIZED DAMPERS WHERE SHOWN ON DRAWINGS AND/OR SPECIFIED, THAT WILL CLOSE AUTOMATICALLY WHEN IT'S RESPECTIVE SYSTEM IS OFF, OR UPON POWER FAILURE. SEE SPECIFICATIONS. DUCTWORK TRANSVERSE SEAMS SHALL BE SEALED IN ACCORDANCE WITH SMACNA DUCT METAL AND FLEXIBLE CONSTRUCTION STANDARDS, MOST RECENT EDITIONS AND W.S.E.C. SUPPLY AND RETURN AIR DUCT WORK SHALL BE COVERED WITH INSULATION HAVING THE FOLLOWING R-VALUES. W.S.E.C. TABLE 14-5 DUCT TYPE DUCT LOCATION INSULATION R-VALUE SUPPLY, RETURN NOT WITHIN R-7 CONDITIONED SPACE OSA INTAKE WITHIN R-7 CONDITIONED SPACE SUPPLY, RETURN 1N GROUND OR R-5.3 OSA CONCRETE SUPPLY < 55 F WITHIN R-3.3 OR > 105 F CONDITIONED SPACE HEATING AND COOLING SYSTEMS WITH DESIGN SUPPLY AIR CAPACITIES EXCEEDING 10,000 CFM SHALL INCLUDE OPTIMUM START CONTROLS. AIR ECONOMIZERS SHALL BE INSTALLED WHERE LOCATED ON THE DRAWINGS AND SHALL BE CAPABLE OF AUTOMATICALLY MODULATING OUTSIDE AND RETURN AIR DAMPERS TO 100% OF THE DESIGN SUPPLY AIR AS OUTSIDE AIR TO REDUCE OR ELIMINATE THE NEED FOR MECHANICAL COOLING. A COMPLETE REPORT OF TEST PROCEDURES AND RESULT SHALL BE PREPARED AND FILED WITH OWNER. AS -BUILT DRAWING SHALL BE PROVIDED TO BUILDING OWNER ACCORDING TO THE W.S.E.C. SECTION 1416.1 AN OPERATING AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER IN ACCORDANCE WITH THE W.S.E.C. SECTION 1416.2 ALL SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH W.S.E.C. SECTION 1416.3 THE MECHANICAL SYSTEMS SHALL FOLLOW A SYSTEM COMMISSIONING PROCEDURE INCLUDING BUT NOT LIMITED TO PRELIMINARY REPORTS, TEST, FINAL COMMISSIONING REPORT AND ACCEPTANCE IN ACCORDANCE WITH W.S.E.C. 1416.4 NARRATIVE OF HOW SYSTEM IS INTENDED TO OPERATE. ENERGY CODE STATEMENT 20. HVAC SYSTEMS SHALL BE BALANCED AS REQUIRED BY SECTION 1416.3.2,OF THE WSEC. 21. COMMISSIONING SHALL BE PROVIDED AND A REPORT OF COMMISSIONING SHALL BE SUBMITTED TO THE OWNER AS REQUIRED BY SECTION 1416 OF THE WSEC. 1=nl1=RrV rnnF iA►A ..qTATI= No. Description Date No. KEYNOTE LEGEND NO. DESCRIPTION 3 THE HOOD INSTALLATION IS TO BE SUPPORTED PER THE MFG'S GUIDELINES AND APPLICABLE CODES. THE INSTALLATION SHALL MEET SEISMIC REQUIREMENTS. 7 THE GREASE DUCT SHALL BE FIRE WRAPPED. A DOUBLE LAYER OF 3M 615+ OR EQUAL WILL BE EMPLOYED. INSTALL IT PER MANUFACTURES GUIDELINES, SEE 3M FIRE BARRIER DUCT WARP 615+ PRODUCT DATA SHEET AND INSTALLATION GUIDE. DUCT CLEANING ACCESS DOORS SHALL HAVE THE FIRE BLANKET INSTALLED SUCH THAT OPENING THE DOOR IS NOT IMPEDED BY THE FIRE WARP. 8 SUPPLY AIR DUCTING THAT TRANSPORT HEATED AIR TO THE BUILDING AND IS LOCATED EXTERIOR SHALL HAVE A MINIMUM OF R7 INSULATION APPLIED. 16 INSTALL PSP FLOW CONTROL DAMPERS PER MANUFACTURES GUIDELINES. THE DESIGN INTENT IS TO EMPLOY THE DAMPERS FOR UNIFORM AIR FLOW TO THE PRESSURE SUPPLY PLENUM (PSP). SHEET LIST Sheet Number Sheet Name G 1.0 COVER SHEET M 1.0 MECHANICAL FLOOR PLAN M 2.0 MECHANICAL SCHEDULES M 3.0 MECHANICAL DETAILS M 4.0 EXHAUST HOOD INFORMATION M 4.1 HOOD FANS M 5.0 MECHANICAL DETAILS M 6.0 GREASE DUCT FIRE WRAP 615 M 7.0 MECHANICAL DETAILS E 1.0 ELECTRICAL LIGHTING PLAN E 2.0 POWER FLOOR PLAN E 3.0 ELECTRICAL PANEL SCHEDULE /NOTES E4.0 ELECTRICAL DETAILS E 5.0 ELECTRICAL DETAILS E 6.0 IT SYSTEM POS DESIGN RECEIVED E 7.0 IT SYSTEM POS DESIGN CITY OF TUKWII-.A P 1.0 WASTENENT FLOOR PLAN P 2.0 WATER/GAS FLOOR PLAN P 3.0 VENT/WASTE RISER DIAGRAMS P 4.0 GAS/WATER RISER PERMIT CENTER P 5.0 PLUMBING NOTE / SCHEDULES 21 REVISIONS Project number LAGERQUIST & MORRIS AIA Description Datey v . �a:r ,,..� Date ADATTO CONSTRUCTION CAPRIOTTI'S CAFE CONCEPTS INC BY DESIGN Engineering 5135 Ballard Ave. NW V 1 \E E 1 V SIRE ET H OL D I N �awn b Construction Sandwich Shops Equipment & Design Mechanical Engineering ` . 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Acci,t'ex Coltfo n to (4 4) 2014150 CAPRIOTT S C C:r1TTY C' §1ta 1_1A1f1Mel Date .o�a5� LAGERQUIST & MORRIS AIA Project number 2015-003 ADATTO CONSTRUCTION CAPRIOTTI'S CAFE CONCEPTS INC BY DESIGN Engineering g g .5135 Ballard Ave. NW Date 3/16/2015 GREENSTREET HOLDINQ.§ Construction Sandwich Shops Equipment &Design Mechanical Engineering : try ,p ; F-� � Seattle Washington 981 �`'F�� � Drawn b R 1 Glt I Y 9 9 07 6�r dW P�' y Author 1314 Denny Way 6056 South Durango, Suite 100 30366 Esperanza 1205 68th St SE &� Seattle, Washington 98109 Los Vegas, Nevada 89113 Rancho Santa Margarita, CA 92688 Auburn, Washington 98092 °" 206/789-7611f ° / {' wChecked b 206 652 5300, 866 959 3737 949 273 8360 503 314 1436 r -< CAPRI OTTI' �r�'���' y Checker fax 949 2738342 }€g no' Bps . bs shut S www.adattoconstruction.com info ca riottis.com @ P jillw@cafeconceptsonline.com www.ByDesignEng.com S i N 0J EXHAUST HOOD 3; o co UPBLAST GREASE DUCT EXHAUST FAN FEATURES: MIN 1 O'TO NEAREST OUTSIDE AIR INTAKE ROOF MOUNTED FANS RESTAURANT MODEL UL762 -AMCA SOUND AND AIR CERTIFIED WIRING FROM MOTOR TO DISCONNECT SWITCH WEATHERPROOF DISCONNECT HIGH HEAT OPERATION 300°F (149°C) GREASE CLASSIFICATION TESTING LE NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300°F (149°C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY C FACTORY INSTALLED DETERIORATING EFFECTS TO THE FAN WHICH z LOCAL DISCONNECT 'T 0 SWITCH WOULD CAUSE UNSAFE OPERATION. GREASE DRAIN PREFABRICATED FACTORY FAN CURB. Z INSTALL PER MFG 00 GUIDELINES. z GREASE DUCT FIRE INSULATION MIN 18 GA WELDED STEEL DUCT ROOF FAN UPBLAST GREASE ROOFTOP DETAIL ..... ..... .... . .. .......... .. .. ..... .... .. .... . .. ... . ... .... . .. .. ..... . ....... . . ..... ........ . . 7) . ...... ... .. . ....... ... .. . NOTES REVISIONS ADATTO CONSTRUCTION CAPRIOTTI's CAFE CONCEPTS INC BY DESIGN Engineering Construction Sandwich Shops Equipment & Design Mechanical Engineering 1314 Denny Way 6056 South Durango, Suite 100 30366 Esperanza 1205 68th St SE Seattle, Washington 98109 Los Vegas, Nevada 89113 Rancho Santa Margarita, CA 92688 Auburn, Washington 98092 206 652 5300 866 959 3737 949 273 8360 503 314 1436 fax 949 2738342 www.adaftoconstruction.com info@caprioftis.com jillw@cafeconceptsonline\.com www.ByDesignEng.com I. V3 V2010 7,16 0 5 P Ni By Design Engineering Ph- 503-314-1436 WATER BACKFLOW PREVENTER ASSEMBLY Project number Project Number SKP 055 Date Issue Date vAm. Revit Details. corn Checked by Checker Scale NTS RECEIVED CITY OF TU.KWILA MAR 1, 7 2015 PERMIT CENTER gAl"§ ,; .,�+ � � `r.�E �,a ;� ids; :fa,.s naa{�� 3ya � \r, : ,, e t +$, ,u btif Moo 00 IN LO 0 Q Ar R��R INGlN 5 4-W 'M Y 1 2112 ; W -AWtm i"Ill ol NJ f '12 NT W oil WREN" im N� N�q 1Y i MIN, 18 ism R 4 Performance & Typical Physical Properties Gre le Duct Installation Techniques Gre D L as M ase uct Installation Techniques con Scl C. wiilf 1NI- File Bat-lia Duct Wral) 61 ��,Nllolfld IV inq Filed lict Jw qplicllioll dc�itltl lisolig in accoldallf-C k% ilh ILC I'll I basic ill� IL . I . I - - . "A Whitton hit,; a -yrease duc on R es: ire'.Barricr Dilict Wil 1) 615+ All Irr -fil or its, � K Four approved '4' Fft 4'S�lll�llldeby 1-1 by.',S A I" 2vto) �tarutafd icirsl YNI" fue liorrier0lact: \Yrar6lii t installati tech iqu 3W F 14l,1141 `ikvighc A.", 'Ibs fi,: fl-3N k� In Material and Fquipirient - . - M 1. 1 . . . I . . Lll:mkc( 00,9f�,em ot 1 -11 �02cnr by 3� lytt;n by 7t)'cFn) 1V1 Fire 13arrier Duct wrap 61 RIA, � '01, 1-Irl Itut ning: l""'I fihlrko 01ir vt F �4) F 1 N M 0100"F(Ar'o. - I - 0,17 - W ' FSK Filcing Lope 3-120 (alliolilliurn toil, it-lboglass sclifil, ki-ati Paper btclking, lllilh ai:ryhr jdlw�i�c Lor-ccitiry i1cfil) ZA. Butt Joint Inner Layrr isilh Tle1csclil Outer Laver Product Dato U 10 Isfa 1 'A i 8 11 t.-x� t a n Gulde 21 'ifill; It- vAux �lf'4 hf�r 8TI(T to, [),i. 1 11 7- 15 0: 4 Millinium 3' " 1l9j-2ijr,)widc fiLlarent po: Lipc N oN (Ir carb'm sicel billoI "ritcrial, unilumurn PY, 111,7111111) 'a 414� Uld IniniolUDI 0.01 With tile alitWoi tit Inner LAYU and 'IcIOCOPillool' 01;Wr LA W V w1i In ique, the inner liav�t of b lill"kevi ahl tile i@j:til Pull V, 0- F(10�3() -- ei - 1:11." i .-,Y4 OA3 I 11twkwifl) blinding Orps ottfiesallic ill, 1� atQl -11 blanket. The (.)if 13 laukels rach ove-flap, Mw Liall ShritI f.14 lw, al 201'1"r (iowD" I.Z% ind posed col ftn z1v CN Ilc� is ell,), urcol by illoc next blankil a-s shell itt Figure 2A, tion 1. Product Descrie, c - If ja Ill It 61) Valtilit W' INf, T�k J�,,tno, frrwl I hP t, I if 771'ill, Reductiott Cociricle' at (AiTNI 12423W� Eflil))Urll 1'2 �IKWC 011pt'r cvalcd sivel illsk. 1,11 i'll, pins um:d �,N ith lintlimurn 2 �2" i 611,51nfl�j ---quare anized la. First lawr 0 f 33-kf' Firv, Mnrrier Olict'W"I 615-* HFPW, -Is �Pvh2j thirior 1-11 �33�-llflur) dur,round or cqui%�ilctit Nii in�lriated Lrlp,IfeaIl pins fipcfdcas'ity,� It ii� wed llofirc ride cclnitncui�W kitichctig�ca5e ductsus lll ventilation 96 j Capacitor dfi)clloqu�: sold g gun I b. Semrd hil of 3N T' 1.1te Barrier Ujfivt NvmptWl� Barrier filltif Ul 0 15 is a pro� elf �iherfl Ili I- 4)r 2-Nmr firo-i vsisjal rxed �hafl enclo-�,ul f4 9X4,RM .4 (Ill hard riri��cd *led flucided rods, 1 4" dl�rvncrer bV -'llion'lual 6' 1pr�z V 63 ilront bv Su .6biondifig (11 71111n) wide inin, typica dws(ICC-rS �R-1255 15141lum I WiTh wingnolu and 14"1 6 35runij f;,l 5. Design Listings, 4' ( 102, 1 ni� loai s tco�l ho)'k)w iFif)iat I thT fill 1W 'hilln (762 long.itul ol�vrLir -w *"Ititga ! �K'Ae - N" I 14in-,li—ANIA1 f.,2Aj6jI(1`,VAl: Alr+toll ., Mininrxii 4 pcf (ii4g 'incralwilt in ldvii,;ilym � it orruillii pivol vt 3NI", r1i Bar I'm 6 15 Duct Wri 4, Tiglidy Noll joirrt mlivv Rating U10o.,urt $vs1l rfuuuL;t redwilus I: ire 108 all 2B.TtIvIlicoping All (76.2njM)OY;orIaPWrAP ho atwmi-,M w ij�� 10A."I ill A� CM < "02.�S, wlx4 rit Ill tw t t3ll4n.' 1- il�q flkiltk�: 11lorvil hwilmm Figure 20 Telescoping 3,?,%T, Uti I: -S FS t0a IF and ;-hour, I W(�Iayrt �Ilrap rctr g=sc tixt, I figh lkxiWily tor cac F R 12 it with ole fctclic i;ilg, ov p ua' fir bl fir vivaitla, o`*R��'NIWMKT,� cach Wanko I I F I flt:ric� In"ll,11, , " ww"Rl RO N ec i tiogti a acrofft blankct. ald ol bluTikel 11 NWom C(Ige cxl�v s'ed and 00" Section vlow) Preparatory Work NY' l'irc 11,,trrior Dt.-k�,t Wuip 6 15 k inzilicci willi conlillon in�fjal�on fl,�A,�, rxhits bandcls and callacill o offe &1j, N.S.TNT E 2+136 -t-s dus "N -TRI) 120� 1 0:� n .......... Wi Ire "llell tol A a Zero dearliII fou : r 1 : 1, N)tnd olle I colvurcd 1) 'ho next blanket as shown in 1, 1v �T4 oj'pe rikwll,;ealsy�- S0 dischargl� g FII; lot alyl rag ollmu'Lation pon+'. lit oidox to install ific dw fitL-stop zlicttrul' cts iffall the 31 (761 tow) S D L i-I Rating fim Rishsti Corloitlet System St"condh 'd inul hVerin Z-10ver 481` x 25 it (I 4-7fruTt 1,62110 ft", e 2-V' x LS it. 7�6' r tile ertirt! ISO 69 traling kcrus lived t,., be Jejo, diy, tioNt frix xid free of duw V F nnicr 11W.1 Avmp 6 1 -f- -Available itt: Ntiffilatifirt Litioct Uinfinos 44-85 clilevin, lind pctre, Firsthlyero0N 13 `t .+ I % � -Laytr Gre lot applyitq�. 1%l- 1,`re BiuriiVr Duct W-fop 615; tktafls if i%,,o-t 2 foseDurt N (otol H"jW.;UW fiowl; 4,cd hanihn" 1�-r (I 7nial whk mint. t�jlical 1, Iloilo Method (ASTM, E 23.16) 3NI" Fire Bovier Duct W�Fajl (1154, Nonk0applied dir&rly to, or pca�e dull. lkI, nullin i�lv lll lite 3IN-l" Hit Barricf S profile kW ea,*r application Wool -cut map v slamptrig "S" ainglit cc -01 � . prci ol I)I)Ct kI �oj 'fillerwk, 3XILVIA 120 f 2 11 oull a, d -hotar I la el of �,.M I" tilettA3MU, 0160 0 1 duct opplicatiorhs gemnit Jvlorwrop instaiRatimi of -;c roket afflimA to loil sttii llit with a floin I= -, , �W WAIT4,4: A" c76,21trati) min, lorigittoldilml owrhop I'ahoralol HINUS-27 outO N`I* 0 151� blanb,el i" �k lanlvd olottild thi: pelifna�t oI tile du� t uld is ort to al Ich`t1i tit C1111t:V bolit to 111-vCjfClt J)Vtrj�rj) t Fular(" h LC 'FFLI fW" i . , : �. I I I %W —21'1 'I lie ink!o-b" beimi-Til adizuxl)" b1inkel s 6�!rfls, the -hintritudinal" joint. Initer laver i1scIrnil lc�N Itaw 3" �Ifi �nl o�llv corrtaill"+kI p�tI6 1 Ir, of tk,�i�,n Lr,tirit- For O�e lareA, i0orillatioll -' ally Irtntcd il or i lild ovo 1,11) lillo lldja� oil 'PIN Th (loeufl, longinidulal �oiws ol be tj 11tv �h"f, cut hjlull;�ls willia nlin, V, (76 2111rol) 2. Applications Rd- Fire -1,N) if) 6 air ideal frrl� fegstiv e Rw rCSt0P0r$, 3M, Ji�t6imll or,,,Wes '111p, ell FS crini, Tit rkil Duct Wrap 615 c cmia�mm g lilm fifil tit I� ttliz isi ued to �.Io:af iill vul colpes of tfic blulik"et and aroy tears in life foil Ili -it is a prol ahmiativ-C toa I- or 21-hl fijv-toitta �zl 0 -11- 6 j% i f- A; first fii—ris tvi fjraflIvhcId ill )[ace 11,jili, -, I — filled 0afteolch)AIrO for !�nlsx,, ldtfools land provides Tvr,�f idcanorcc w VomhustdTlc co�trlsirucliilol thmughfid ....... .... 'I'lle litim) Overlap WrAp the ell crelosoure i"tern fpM ICC-Es ESRAW)- I M- Fill K-Fl Water Tight &�hvnt I 00f) S M.l Firc BarricrVll light Sealant IW) sl-ur3M' 6. Codes Uest Standards �oewnd twyel of YM " Fire 131il Fier Duct Wwp ol is wial irmoid lhe of the Fcviou,%Iy i1mtalled r�ro liver o0NI )"ire Harier Duct Wrap (it 5 f lie 0 nw!cr!l;l1craIfj6jr!� �Iruuld IrI, kI rriallilluill With the irrill) Ciluckerboard O� aji 41 -0 1W st duo 0en ilit dim jwfilcualtoz r colol ion with 3NI" Fire TWfier DO 4 P 613 � w Fire. lip thl: ire-rawd j� '� �i'. :1 �: 'r :. CSFIA AW - F Ili e 11, 3, (76 2111m) frolli the iflacr 41�ia 1164,110crjointi hould be �i minimurn 1" (762trim) OverlapL blink -fill bo c� sed altcru-�Ae Avid lankets"lic ms w 'tit cdg txfxi If b 'ith 1100fror Ill 3110" Fire Rattler Doc*WT;opfA5+ �41'vlprtfvido, ltfirr�top solution wb;�Tea T-ratim LISTING No� L'' I 't thc o; III joillts j iniflilnum (26�7cnlj Itom rfi,� imrof I�iyCl IiIlriiludiiral 'ointi, The vered edge,, Al -Alown. in FigiI ZC, 2440-0941112 I ASI %1 L' 2 1 1� o s � t S,,imLittl fc�l. Medlod'! f IF Hic, Uv�csf: Duct Lriclesure sy'stvill", - .1 raltcr luva loill'onidir%id, . ( l�tjc eXCCtjf,()n til jomt�.; -,ihol�ltl be, a millinillill C the' rilln attief I)uct Wrap m5ii, la, Fi rst lilver of 3 M Fire K I'llit-jayer girfe:lst duct qp'leatioltv 3NI" Fire RiaTier Did Ill 6iS i36 'V% I L 21 'tx—WQT;�sif AS rNI L 114 Nct -tho6 ioelzir(t'rtmsofffiii S�Lll CwhItruclIbro joint with C(dhil N lollocf, whet it isperniiisibic k 'IF ffielongitudinal joirn,,� to be ii -wted and thorlctwerej with liat lb. Svcond laver of-ISW Fire S Meibolbi &-r I iV lktsfiit� C Grease Duct udowrc S"il AS I"M l- Mli fivr File ol, Ileuvtntli%'m ;,i n1inimcint 6, Wide Ill cellwted o� cr n, 1116� 3re it I ,adaole lo'c-111.,xic Oki- Fire N'Ttier Duct Wrq if 15+ collIff-J, !i`4 n Domi. ASTNI V 1.0, Stundard Tot Metiwdi'O" fichav i0l. t�fMxwrial ill a iuN Fumace at 75WC- I 1�2'F) Jlw 4ccoyld layer oflli'llfc1ol be held in pkQu!�Ikg fil,uitot rapc. Thc ,.-,-ccknd Lo, -ci ofwrap requires 2, Stevi banding 71 dc floliu� rn �%_i yplea I � . , 1. nj I T-rfoft for rolletallic thmuRk-twRet"fing Items: W, Fire Wtritr Duct Wmji tit k used ill cof llactillor %flit 3M F4� ffilftict to 5 1,� ASTAIC11 hod Itie.N'by Mealls ofthe Heat Flow 1W ter Apparatus ilh skarldc" o. cqrbiltu I I permaneirl 1�1\tcnirlg it "tVej Ir i rwl of,,�dd pill" (illlp� 'urtline, A, 3' (76,; of gi w arin, I ill tallin I ovei 1. IS A -1 M IL '�4 N14l JLIO�WhICV HLIFloilU ClWuI 6,AjckfI Building Mol&kls ll 11 T v� . I � r 3. Specification' s inswitation be instorki tic6rd-,unce uittl Spedliol 0I I ANI -iry Ba rrilor Duct Ill 6111-. elf lito instal led pt rAS11 1 1-' 1436 tv Ion Listings" st( I Greasol Dick shai, wf)fstolan addir"Ncs (lie folliming code requirements: Wrigurairlstrolcitil as-sho-An tin tIx,,VrqFavvJ shl,)p drloviny,; Am, 7 - T,,.mlml and AM' Fire B,,frrier.DW- Won 615 �shall be a high4vviper-wil fi&iiii flierrml insubrioto blanktn clwflj�vuktW in a alurninized W1vc-.,ier- - R0. Droll Wrooff &w5ii� U1 b�� itorill 6 pcfi% tprui) and froo c a WrIll 'i %k0hllliVkd Cilde, '012 f-V2` MA trun) Itoil Tile fibabl, MV1 havea confiatious bsr f e firrut ol Ili- "(j$3-Z"jW).Thc at olrbl WInIvr'I Oall N'troinin'lurol �3 at `,�t - swx-13 11 3�- ;&,tO.Il 1NI Fire Bywil Duct Wil 615�-, �,Ihcn histalled Ifer ISO 6944 tested Vetitihilifoll Duct Desioll Listings, Bill can likip tf, satk�, the tollfil ol refluil Sptead In Index and Rune dex of the bare, blarokeN ;uW of the I , . 1 cq 01CR Buildin 911" Coll Imcolp-wlaled blarfi:a shAl be 0,1VIla, Inif eveaffimlatioll �sball be burl la tile 1. '0 IVA l�'A Miff �i old Pre ier� 1,4we IAJII'�uirrccs, 2009 Fi lilion - SectioR 6-6,2 N F I'A 4-�B arg st�ulIlird till S�nok MhnAgeolical S%,N 6 M-Als, Atria, ind L. e Spilce5, 20f)9 r Sell 70,,$ Codo" :�Xkx NfR�'�W � uwl, 1 4XI" BrfQiqCol So, lion 7. Packaging, Storage, Shelf Life .3 M r i 13 at I i er Dillocl Wr ap 0 1 5�- 101 a 1 e pac k.'w' cil i n. it if Ig abk, U der vorntil'silll conditions- INt)rntaloock- ox X, Prodim &,St n 01)1�t W'll 015, wtflife is indeftrutewhQn; stored itri. in 2D, Bill ( Joint with Collar With the Rail joi ailand ColhirincilicA adjacent h1anket.- are butled 'd 1I tog0licr iiad 6' 052.4ninal wide collar ot rictIll Centered ovIll f4ejoint, bverl'oppine eich blanket by 3' (76.7mm) mum shl in Figpry 21), ta, first jaycli-PON-1, fire. Barnicr Driel fill 615+ I b, S Cc on 4 lalif, r (if 3NV Vi re 11m,tillIr Dt to Wri P 0 15 trii � typical 2. Siclol banding- hl' (.1 RAtraii) miW w4le3XV Fim RitTicrDoct Wrap(04 Cklfhu Tio n tly bnocIdjIl U,, R NEW y"� xNE IN R �1, 11" A �—A 4%"�� If If RV, R, IM; a , 0 N 15)'Wr 1=1 all, -11 , 8. Grease Duct InstallationTechniques cont. 8. Grease Duct Installation Techniques cont. entilation Air Duct Installation Techniques,::., 9. IV%,; Aft AccessDoor 110111' _olvanizcd -,&0 jloeadcd rochs, 1]4 � dionleter 03inirni by 4- U2` to 5' long i i 143nuryl to 127mFou) are weldcd to . . - I - I ret , s I Installation the ductal the comers ofilledoor operting, Fowl tribes, ol 3" j76.2mm) long, are placcol overlhe rolds to) Ili T File Bani wisler the % 'fit e accc,&l; docor, lINI fa- cning prottelion,ftir the INLI �'er Duct Wrap 615+� crad to if v g fill torce to it, I ar. r -fall, xt. One Wycr of 31%4- Fire lio . tricf ilicdoo- -intir instil otiolit pins are welded to life doar pinel for ins ation of the blank apf,154-- acco, id VU0 Ift 1.4, sized FfpPt0,Xi1ll3tClY 112" t-0 P laTgCf than the , �s d(KIT vR all �' C�s afrod over, lilt., illskolatlii�n, -1: J�ll,Lcr lit ti4folk, ary talf.sumtonding ilreavecs. dcKlr opening with no w al that 1hi pinstfrithepai. hise-ssellti 2inst the,4 r of W hrellarricr Ofict Wrap 615 1 is cirt to overlap tlrx first laycf by i miniflium of 11froveii, opcoinip, A soccorld law le the sevoind lltvcr kiver the pim A third layer tr0lolf Fire RIFFiQ J),rCt W I" I( 2.5,4=0. Inipa r4p,fl ili cost lu ofe4 lail of I" (25-4rnfrr)� Tile third layer is irropled (wei tile pills And 411 oof-ev 14Y(Ts ate ImW S� in place with p lv�uiiizcd (its stcv1specd clip -ulltilcd &.,ur pajfcli,,�pla III woet file 4 ll Yj 5t bhouldix tmcd down or cut off to avoid sharp r0titsorithedcor, Reins c threaded rods and held in place %il �,v�ashers and wing trials. The deiails are shol in Fipure 3.. The cictolds for tustalling 1110, 3M, Fire.Barrier Qrcilscll Access Door ii-tre-manufirlitred) arc,4lown in Fig-itte JA. IF Orct VVIApod 1. "'hollM IV iMUN.-M oct Me aplibc,alikoli dI,�ig gini cordancQ w i Ili lh � Ilfllm� ing, Ki, r.; xm Vote flairte if ks�lii)� ri� Wions, mr, W Access Doors I-Layfilr Ventilation Duct, NoxV, Tiri,� pviit ml Fivovt!�:*ioll lit ApplN ill,, �, N I - Fin: liatritt, Dfict W! all 6 15 tails a one4j� cr irwall-alilio of, .... .............. . ........ .. .. .... Mettitid (IS"Of 6944) 3%11- Hirt 11�trfk-r Duct 1A rap 615,i Kuiillc(;ipj)1ilzd dwlil to a ivn1ittilioll tilic-1. To fitilliflUX! ivaste.111C %I' H ire f3olliet Duct Wwp 615 - lifirleTiill �qlotlld be itAlrd olln I�afljlv Mow roloast"Fing �irrg mer c s k liver of IN[' Fire lit Drocl.Wr�,ip 415 � hlarrk-i is wripped aro.firld tile r0irI tire diroct and 6 �tit to a kogth to overlap itoll017notl6s thaut 3' 170 Mwi)� llli� is kuo%vl'i �al the h�lrw. ThIc irim firce bcM ecti adjacent Wankcts f6r, 'Fh4 FIPI Hi Te. i Ilandva-cli Acc diter i to) x fir glalil* rol allows it., u-,c`fYiih. up r A foltn"; [lie The irdwilmni maLlp tvilanyed lit 111C longrzildr.,lil joilil� (76,2ninl) i;)il iapi� or FSK wpc i,, 11W4 Ill all Vill cjgx-s of life blalf4l and ank; tears ill 11ne foil -I 'cl iffav li�, wl'urorifiniv ficid ill PL*1cv iising filanivill flfpe, -1 lie 3 W, Fire Barril�r Y Ai art 41`03311i(ill fork, 0W blwl� -;feet boomling -ith rl FZ" Cll Duct A-Ims's Dl is tot 6p�4sv docr irptic4ri Duct Wrap il Rquil'o I�laiflllt,.s forc.n1how, Txrnie rikv,� -�81xt '111ml if's m.c -,vith U- '23001 111le F) N MA96 I aojiflk PICAU !f--af,V 4-da Or"Icrin I ;rW F2 Liv,kOr (or If-C Widl a dlict,%rapiv'rof I loo T ger botirs will �c, ?Iie, T.hree approved ventilation duct installation techniques: All Fire M�rrierffiict Wrap 615+ 3 lo prolick c1sy Irccmk boro llii;�I-Fcrul -rarcorc duct -rgFll��x duct, Ion bav- �1), 4 qmdn if 7A� likscoping 3" (76.2runi) Owill Wrap ... ..... ... 1W ad ci�trt Kin orm cd, d which is then i:cfkc%Fl by the vll ol dill W;wk I s lokkl) In e Figurz 2A� L Sill If -itr hict Wrill) t, 13 gk- I aye r o f, 3 1' F i c 'A 1, 1 r 2, Steel b4tol. cli ng 1 1 2.7ritni) wide it tin, iypicid 3� 3" mint longil. I at ovcrlaj� g Carl be' Lit 7BI. Chechvi,board 3 " 011 in I Ove t Ij 1) Wrap tli�� 31 (76-ItUM) Chalil Ovoilap"ll Kink -lets %I both cIdley" c'q)*,SVd altenlaw ith blifilciq lkilh covered edges-, as in Figille 1211, I - Sin -de Ll)W o0NI" Fire Harrier Dtici 615 3, J' (76.2trun) min lori0irtditrol ol lap with ('Wbir WWI tile. Butt joint and (.Whirtnedlixi, affia�c.nt Hall ati: bortcd y 'it o(du 1 TN' i tigird, teJux ond 6' (1152',Arnw) wif.,ic ��R ol S C;aracmd ovullic joi lit, ovVrIapp'llig, V,�Xll bI1nUtby3,, ("62111111) mimnitom jsshown in Figure 21C, L Siq*laycr 00AI" Fire flarricr Duct Wr'li,,613 2. Steel 'Ibmiding FIT' (117tnni) Nvide mitt iy1lic al 3. 6' 11 -141ntifl il wide I %4�' Fire RArtict Net in ZWK WX14 whfil; is hist q dw,r. uul,* ol at Aft, angk cut-amond trino4tv prodkied fifor ific w of durr sa DU�Cto Dell Stz&�. t *9* x 41 Ir x 1'r jj'j IK'". llorl not ovl�orvglltcr, wuygmrt�, an airdghistcaL fW-AIl [1,11DUCTMTE., - ------ 1RQU3Wlesr1Hc.�1 tedi CA 10 Fill h *j*.t 6 l"o W� Ni WnIf 5 No. Description Date FINISHED WALL TRAP PRIMER UNIT 1 1/2 WASTE 2 - 1/2" 0 WALL GAS LINE DEMISING ESCUTHCHEON WALL 2" 0 TEE AND COMPRESSION FITTING BALL VALVE 1/2" PRIMER TUBE GROUND JOINT 1-1/4"f1J FINISHED FLOOR CONNECTION FLEX HOSE PIPING ROUTED IN FLOOR DRAIN WITH TRAP WALL OR IN CHASE PRIMER CONNECTOR - SEE SPECIFICATIONS SLOPE TO FLOW BY GRAVITY DIRT LEG FLOOR NOTES: SIDE ELEVATION FRONT ELEVATION 1. DETAIL SHALL ONLY BE USED TO SERVE SINGLE TRAP FOR BATHROOM APPLICATION PER CODE. 2. ALL INACCESSIBLE PIPING (SUCH AS EMBEDDED IN CONCRETE) SHALL BE SOFT COPPER WITH MECHANICAL GAS LINE INSTALLATION AND CONNECTIONS ARE TO MEET CONNECTIONS NOT SOLDERED, ALL OTHER PIPING MUST BE HARD COPPER PER SPECIFICATIONS. THE EQUIPMENT MANUFACTURES REQUIREMENTS. - 1 PIPING - GAS - OVEN n PLUMBING TRAP PRIMER DETAIL' .121' = 1'-0" DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN PIPING SHALL BE RIGID COPPER TYPE L OR TYPE M UNLESS NOTE BELOW 1S MET PITCH DOWN TOWARD DRAIN CLEANOUT DRAIN PAN m DIELECTRIC PIPE HANGERS - PROVIDE DOUBLE FITTING DEFLECTION DEOPRENE (TYPE HN) FOR FIRST TWO ON EACH SIDE OF PUMP (SEE n NOTE NO. 1) ` FLOOR SINK _ - - PRESSURE GAGE NOTES:1. CPVC PIPE MAY BE USED ONLY IF APPROVED BY LOCAL JURISDICTIONS 1/2" AND IS INDOORS AND DOES NOT PASS THROUGH RATED BARRIERS 2. DIELECTRIC FITTING TO BE USED WHEN TWO DISSIMILAR METALS ARE T BALANCING DEVICE O BE CONNECTED. UNIT TYPE A B FLEXIBLE STRAINER CONNECTION DRAW THRU 2" PLUS X X BLOW THRU 1" MINIMUM 2X BALL OR WHERE X = STATIC PRESSURE IN PAN BUTTERFLY TYP. THREE COMPARTMENT SINK SANITATION INCLUDE AN ANTISHPONE DEVICE OR A BACKFLOW PREVENTER NOTES: 1. SUPPORT PUMP FROM PIPING ONLY. DO NOT SUPPORT PUMP FROM MOTOR, WASH RINSE SANITIZE INAIR PUMPS CONNECTIONS CLEANING SOLUTION HUNG AIR HANDLING UNIT TRAP DETAIL FROM WALL PER SUPPLIERS NTS (8 NTS - 5 THREE COMP SINK SOLUTION DETAIL n TRAP DETAIL AIR HANDLING UNIT 12" = 1'-011 U 1 /8" = 1'-011 PUMP IN -LINE CONNECTIONS 4 1 U18 = 1'-0" REVISIONS Project number LAGERQUIST & MORRIS AiA ADRTTO CONSTRUCTION CAPRIOTTI'S CAFE CONCEPTS INC 8Y DESIGN Engineering . 5135 Ballard Ave. NW GREENS I R E E 1 H O L D I I�� S Date Construction Sandwich Shops Equipment & Design Mechanical Engineering Seattle, Washington 98107 �:,, t 7 ,., Drawn by 1314 Denny Way 6056 South Durango, Suite 100 30366 Esperanza 1205 68th St SE M 1`�� Chec ed by Seattle, Washington 98109 Los Vegas, Nevada 89113 Rancho Santa Margarita, CA 92688 Auburn, Washington 98092 2061789-7 61� 206 652 5300 866 959 3737 949 273 8360 503 314 1436 t - h8 0�� �IEir�s CAP R I OTT I S Ark® fax 949 2738342IRea www.adattoconstruction.com info@capriottis.com jillw@cafeconceptsonline.com www.ByDesignEng.com S '.E: F�NlAPNGTON �y"y �4' 04 MECHANICAL DETAIL e RECEIVED' CITY OF TUKWILA MAR 17 2015. PERMIT CENTEF' , .Pro Project number. 20 15 003 I AC�FRC�UIST & MORRIS Al A KEYNOTE LEGEND NO.:,DESCRIPTION 24 ELECTRICAL RECEPTACLES LOCATED WITHIN MILLWORK SHALL BE MOUNTED AT 16" AFF. 26 REFER TO CAPRIOTTI'S EQUIPMENT INFORMATION THAT IS NOT. INCLUDED IN THIS DESIGN PACKAGE.-' 27 ALL LOW VOLTAGE WIRING SHALL BE CONCEALED IN CONDUITS IN CEILING. 28 - ALL DUPLEX RECEPTACLES IN KITCHEN SHALL BE GFI PROTECTED PER NATIONAL ELECTRIC CODE (NEC). 31 PROVIDE SEAL -OFFS AT ALL COOLER WALL PENETRATIONS. 33 CONNECT TO COOLER LIGHT FIXTURE. ELECTRICAL CONTRACTOR SHALL PROVIDE LAMPS PER EACH FIXTURES MANUFACTURES GUIDELINES. ALL LIGHTING WILL BE FIELD VERIFIED. 48 ALL ELECTRICAL LOW VOLTAGE CIRCUITS SHALL BE LABELED AT END POINTS. EACH CIRCUIT SHALL BE TESTED AND CONFIRMED FUNCTIONAL BY THE INSTALLING CONTRACTOR. NOTES No. Description Date GENERAL NOTES: 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE ELECTRICAL CODE (NEC). THE AMERICAN WITH DISABILITIES ACT (ADA) AND ALL STATE AND LOCAL REQUIREMENTS AND CODES. 2. THE CONTRACTOR WILL REFER TO THE OTHER DISCIPLINES DOCUMENTS IN TERMS OF BUILDING A COMPLETE FUNCTIONING FACILITY. 3. THE OWNER OR KITCHEN EQUIPMENT SUPPLIER MAY SUBSTITUTE EQUIPMENT OR THE EQUIPMENT MAY VARY FROM WHAT IS SHOWN. THEREFORE THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY UPON THE CONTRACTOR. 4. SEPARATE GREEN GROUND CONDUCTOR SHALL BE ROUTED IN ALL CONDUITS WITH ALL PHASE CONDUCTORS. 5. ISOLATED GROUND FOR P.O.S. SYSTEM SHALL BE CONTINUOUS FROM LAST OUTLET TO PANEL. DEDICATED CIRCUIT WITH SEPARATE ISOLATED GROUND WITH LESS THAN 0.5 OHM IMPEDANCE. TERMINATE AT NEUTRAL TO GROUND BUS BAR INSIDE THE MAIN SOURCE PANEL. 6. ALL MECHANICAL EQUIPMENT SHALL BE COMPLETELY CONNECTED BY ELECTRICAL CONTRACTOR INCLUDING BOTH POWER AND CONTROL WIRING. ELECTRICAL CONTRACTOR SHALL REFER TO MECHANICAL DRAWINGS AND SPECIFICATIONS FOR THE REQUIREMENTS ASSOCIATED WITH WIRING AND CONNECTION OF INTERLOCKING AND CONTROLS OF MECHANICAL UNITS AND THERMOSTAT LOCATIONS. 7. BRANCH CIRCUITS ARE INDICATED AS ON CIRCUIT HOME RUNS FOR CLARITY ONLY. ELECTRICAL CONTRACTOR MAY GROUP SINGLE POLE BRANCH CIRCUITS IN MULTIPLE CIRCUIT HOME RUNS. (3 CIRCUITS MAX @ 208Y/120V, 3PH, 2 CIRCUITS MAX @ 120/240V, 3PH & 1 PH). A GROUND CONDUCTOR SIZED PER N.E.C. ARTICLE 250 IS REQUIRED IN ALL POWER, RECEPTACLES, AND LIGHT CONDUITS. 8. ALL EXTERIOR CONDUIT FOR ROOF MOUNTED EQUIPMENT AND WIRING SHALL BE MINIMIZED BY ROUTING IN CEILING SPACE. NO EXTERIOR CONDUIT WILL BE ACCEPTED. 9. ALL CONDUITS SHALL BE CONCEALED IN WALL SPACE, CEILING SPACE OR UNDER FLOOR. NO EXPOSED CONDUIT PERMITTED. 10. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT FOR LOW VOLTAGE WIRING. LABEL CONDUIT TO IDENTIFY ITS INTENDED USE. (I.E. CONTROL, SECURITY SYSTEM, PHONE, DATA, ETC.) 11. WHEN ALUMINUM CONDUCTORS ARE PRESENT, VERIFY ALL CONNECTIONS AND REPLACE AS REQUIRED. 12. COMPLETE SYSTEM SHALL BE GROUNDED PER N.E.C. ARTICLE 250. 13. FINAL CONNECTIONS TO ALL DIRECT CONNECTED KITCHEN EQUIPMENT SHALL BE WITH U.L. APPROVED LIQUID TIGHT CONDUIT. PROVIDE WITH GROUND WIRE SIZED PER N.E.C. ART. 250 (2008). 14. WIRE CONNECTION FROM JUNCTION BOX TO LAY IN LIGHT FIXTURES MAY BE ENCASED IN FLEXIBLE CONDUIT 6' MAXIMUM. 15. BUILDING SIGNAGE CONNECTIONS INDICATED ON LIGHTING PLAN. 16. ALL EXISTING ELECTRICAL FIXTURES DEVICES AND CIRCUITING NOT RELOCATED OR REUSED SHALL BE REMOVED BACK TO POINT OF SUPPLY. 17. PROVIDE AND INSTALL ELECTRICAL DEVICES AND WIRING TO COMPLY WITH N.F.P.A. 96.7-3.1.3 FOR POWER SHUTOFF ON ALL ELECTRICAL EQUIPMENT UNDER OVEN HOOD. VERIFY INSTALLATION AND OPERATION REQUIREMENTS WITH EXTINGUISHING SYSTEM SUPPLIER. PROVIDE ONLY IF REQUIRED BY LOCAL CODE. ELECTRICAL GENERAL NOTES NTS Branch Panel: Location: Volts: 120/208 Wye A.I.C. Rating: Supply From: Phases: 3 Mains Type: Mounting: Surface Wires: 4 Mains Rating: 225 A Enclosure: Type 1 MCB Rating: 225 A Notes: THIS PANEL SCHEDULE IS TO BE EMPLOYED AS A GENERAL GUIDELINE ONLY. THE FACILITY HAS TWO PANELS THAT ARE TO BE RERPOSED FOR THE TI. CKT I Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 Receptacle 20 A 1 540 VA 500 VA " : 1 20 A Power 2 3 Power 20 A 3 167 VA 167 VA 3 20 A Power 4 167 VA 167 VA -- -- 6 7 -- -- -- 167 VA 167 VA -- -- -- 8 9 Other 20 A 1 360 VA 500 VA . 1 20 A Power 10 11 Receptacle 20 A 1 360 VA 900 VA 1 20 A Receptacle 12 13 Receptacle 20 A 1 540 VA 540 VA _ 1 20 A Receptacle 14 15 Receptacle 20 A 1 7777 720 VA 500 VA 1 20 A Power 16 17 Power 20 A 1 500 VA 360 VA 1 20 A Receptacle 18 19 Receptacle 20 A 1 540 VA 180 VA 1 20 A Receptacle 20 21 Receptacle 20 A 1 180 VA 0 VA 1 20 A Other 22 23 Lighting - Dwelling Unit 20 A 1 840 VA 0 VA 1 20 A Other 24 25 Lighting - Dwelling Unit 20 A 1 876 VA 1344... 1 20 A Lighting - Dwelling Unit 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 Total Load: 5393 VA 2593 VA 3293 VA Total Amps: 46 A 22 A 28 A . ;Legend: Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Lighting - Dwelling Unit 3060 VA 98.73% 3021 VA Other 0 VA 0.00% 0 VA Total Conn. Load: 11280 VA Power 3360 VA 100.00% 3360 VA Total Est. Demand: 11241 VA Receptacle 4860 VA 100.00% 4860 VA Total Conn.: 31 A Total Est. Demand: 31 A Notes: REVISIONS No. Description Date ADATTO CONSTRUCTION Construction 1314 Denny Way Seattle, Washington 98109 206 652 5300 www.adattoconstruction.com CAPRIOTTI'S . Sandwich Shops 6056 South Durango, Suite 100 Los Vegas, Nevada 89113 866 959 3737 info@capriottis.com BACKSIDE OF EXISTING PANELS EXISTING PANEL SCHEDULE EXISTING TRANSFORMER PANEL ELECTRONIC FILTER Total Protection Solutions (TIPS) 'SeruiceTraek, ST160-xxxx-FLU POWER SOLUTIONS NW PH: 206-930-1980 RECEIVED CITY OF TUKWILA MAR 1; 7 2015 PERMIT CENTER LAG E RQ U I ST Q M O R R IS A IA Project number 2015-003 all(pt $ 5135 Ballard Ave. NW G R E E N S T R E ET HOLDINGS Date 3/16/2015 CAFE CONCEPTS INC BY DESIGN Engineering n r�5 Drawn by Author Equipment & Design Mechanical Engineering j Seattle, Washington 98107 Cs'abs� iw 30366 Esperanza 1205 68th St SE 2061789 7611>.•6�/ Checked by Checker Rancho Santa Margarita, CA 92688 Auburn, Washington 98092 C CA P R I OTT I S l� 949 273 8360 503 314 1436 fax 949 2738342� t+�'b, r,��s1 jillw@cafeconceptsonline.com www.ByDesignEng.com STATE OrWASHINGTON s ELECTRICAL PANE Ole> 11 1= /Klr)T[=(Z & NOTES No. Description Date PHOTO CELL PC 1/4" MACHINE SCREW AND CONCRETE MECHANICAL ANCHOR LIGHTING CONTACTOR PANEL TO LIGHTING PANEL 120 VOLT TO LIGHTING PANEL OFF HAND AUTO NOTE 1 H CKT N A NOTE 2 R1 CKT CKT` CKT CKT I NOTE 2 R2 208 V CKT - 208 VCKT NOTE 4 (TYP 4) TY-WRAP AT 12" O.C. CONNECTOR 4"SQ BOX WITH BLANK COVER NOTE: LEGEND: THIS INFORMATION MAY NOT CONTAIN ALL DETAILS REQUIRED EG: ELECTRICAL GROUND "NORMAL COMMON" FOR CONSTRUCTION. APPROPRIATE MODIFICATIONS MAY BE IG: ISOLATED GROUND CONDUIT RACEWAY. . REQUIRED TO ENSURE SUITABILITY OF THESE DRAWINGS FOR THE SPECIFIC APPLICATION. IT IS THE USERS RESPONSIBILITY WIRE LABELS: TO ENSURE INSTALLATION OF THE EQUIPMENT IS IN 1. ALL WIRES MUST BE LABELED. ACCORDANCE WITH BUILDING /PROJECT SPECIFICATIONS, #10 ANNEALED G.I. WIRE APPLICABLE CODES AND STANDARDS. 2. THE TERMINAL BLOCK NUMBER SHALL APPEAR ON SECURED TO CEILING UNISTRUT THE WIRE ADJACENT TO THE TERMINAL. STRUCTURE, PROVIDE (3) WIRE CONDUIT CONIC 3/8 . MOUNTING STRAP MOUNTING STRAP � SUPPORT EACH END OF FITTING #P2435 ALL -THREADED GALVANIZED ROD 3. WHERE A NUMBER IN BRACKETS APPEARS ON THE UNISTRUT CHANNEL -TYP ALL GREEN HEX HEAD GREEN HEX HEAD CONNECTION DIAGRAM IT SHOULD BE PLACED PENDANT MOUNTED FIXTURES J GROUND SCREW BONDING GROUND SCREW �— AFTER THE TERMINAL NUMBER AS SHOWN BELOW. CONNECTION JUMPER CONNECTION i hF EG OUTLET . BOX UNISTRUT L OUTLET � O #P-2753 O BOX N N EG ❑ UNISTRUT J O EG CHANNEL #P-1000 &/OR #P-4000-6K0 CONDUIT i TO OUTDOOR NORMAL "COMMON" — ISOLATED 76 6::= - BUILDING GROUND (EG) GROUND CIRCUIT a 5 5=1=A� UNISTRUT #P-3184 0 0 0 4 4=2=A� CLOSURE STRIP CONVENTIONAL RECEPTACLE IG BUS _ EG BUS UNISTRUT e e e UNISTRUT #P4072 ADAPTER #P-1280-W _ FITTING WITH P1.008 SPRING END CAP END K.O.'S NUT AND MACHINE SCREW NOTE 3 ISOLATED GROUND RECEPTACLE WIRE NUMBERS BALLAST LIGHTING CONTACTOR PANEL DETAILS RIGID CHANNEL NOTES: ELECTRICAL 120V RECEPTICALS 3 ELECTRICAL CABLE WIRE NUMBERS 1. THREE POSITION SELECTOR SWITCH H-O-A ALLEN-BRADLEY 800T. 2. LIGHTING CONTACTORS: ALLEN-BRADLEY 500L, 120V CONTROL. 3. ENCLOSURE: NEMA 12 OR NEMA 4X WITH BACKPANEL 5 3/4" 4. ALL NEUTRALS AND GROUND WIRES TO BE WIRED THROUGH LIGHTING CONTACTOR PANEL TO OUTDOOR CIRCUITS. REFLECTOR ELECTRICAL 120V LIGHTING CONTROL -OUTDOORS CAPTIVE NUT-11 12" = 1'-0" 13 3/8" OVERALL WIDTH RECEIVE( SPRING HOLDER 2 EACH CITY OF TUKWILA REQUIRED PER FIXTURE ELECTRICAL CEILING MOUNTED MAR 1; 7 2015 FLOURESCENT - IT CENTER REVISIONS LAGERQUIST R, RAnPRIq AIA Project number 2015-003 3373 _. GREENSTREET HOLDI S Date 3/16/2015 ADATTO CONSTRUCTION CAPRIOTTI'S CAFE CONCEPTS INC BY DESIGN Engineering 5135 Ballard Ave. NW . Drawn by Author Construction Sandwich Shops Equipment & Design Mechanical Engineering Seattle, Washington 98107,¢� . 1314 Denny Way 6056 South Durango, Suite 100 30366 Esperanza 1205 68th St SE ` J° "'a Checked by C Cker Seattle, Washington 98109 Los Vegas, Nevada 89113 Rancho Santa Margarita, CA 92688 Auburn, Washington 98092 B' 2G617$9-7611 1 ` Q j� TT 206 652 5300 866 959 3737 949 273 8360 5033141436 CA R I O 1 1 I S �`b `A��' all�ie s Morris � ' A fax 949 2738342 � . www.adattoconstruction.com info ca riottis.com jillw cafeconce tsonline.com www.B Desi nEn com �S, �IAFSItPi',,p p y g g.:... ELECTRICAL D ETAI LSD •� • t F;. 14., od ale 2" — 1'-0" 2 o_ N ti N L O N V' M CONDUIT EXIT LIGHT FIXTURE 3/8" O CONCRETE MECHANICAL ANCHOR, SEE STRUCTURAL NOTES AND STANDARD DRAWINGS EXIT AUUUKUANUI= WI I H bUILUINU /HI<UJtC:I 51-ELA UAI I UNS, UTAUONAL GUKKIUUKS (WI I MIN 4" UI- APPLICABLE CODES AND STANDARDS. FIXTURE CORRIDOR) DIRECTLY FROM STRUCTURES. 3. FOR DOWN LIGHTS: MINIMUM ON (0.1") WIRE FROM STRUCTURE. FLEXIBLE METAL CONDUIT FIXTURE SUPPORT., JUNCTION BOX (TYPICAL). FIXTURE WHIP. MAXIMUM SEE NOTE #2. `1' LENGHT 72", (TYPICAL) Oo0 OoO CONDUIT EMT (TYPICAL). STRUCTURAL CEILING. = o BOTTOM OF FIXTURE TEE CONDULET REDUCING ELEVATION: REFER TO 10" BUSHING & "EDC" DRAIN LIGHTING LAYOUT DRAWINGS. i BLACK LETTERING ON WHITE BACKGROUND o 0 O ® ® .® .0.0 ® ® o 0 LIQUIDTITE FLEX CONDUIT o EXIT LIGHT FIXTURE. MOUNTING TO WALL W.H. BRADY CO. STOCK NO. 71411 OR APPORVED RECESSED FIXTURE (TYPICAL) SUSPEND CEILING. RECEIVED ELECTRICAL LIGHTING FIXTURE CITY OF TUKWILA ELECTRICAL EXIT LIGHT ELECTRICAL LABELS NEC CLEARANCE INSTALLATION 4 5 6 MAR 1.7 2015 12 = 1 -0 12 = 1 -0 PERMIT CENTER NOTES REVISIONS V j r Project number 2015-003 No. Description Date No. Description Date LAGERQUIST MORRIS AIA Date 3/16/2015 ADATTO CONSTRUCTION CAPRIOTTI'S CAFE CONCEPTS INC BY DESIGN Engineering 1`Tt 5135 Ballard Ave. NW G R E E N STRE ET HOLDINGS i ,� Drawn by Author Construction Sandwich Shops Equipment & Design Mechanical Engineering r Seattle, Viashington 98107 ti 1314 Denny Way 6056 South Durango, Suite 100 30366 Esperanza 1205 68th St SE „;;.9 RChe d b r Seattle, Washington 98109 Los Vegas, Nevada 89113 Rancho Santa Margarita, CA 92688 Auburn, Washington 98092 LO�I189 7611 ��`° Y Cil@Ck2 206 652 5300 866 959 3737 949 273 8360 503 314 1436 t( Enl;' On 9a� E drri CA 1D R I O 1TT I S fax 949 2738342 EI�I1itdltTblb `i www.adattoconstruction.com info@capriottis.com jillw@cafeconceptsonline.com www.ByDesignEng.com ^. STATECFtiINGTON ELECTRICAL DETAIL '40 Copyright @ 2010 by Capriotti's Sandwich Shop Inc. ALL RIGHTS RESERVED. No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying, recording or otherwise without the prior written permission of the publisher and the author. . 1 New Construction B01I Computer 10.253. n0A W NOTES No. Description pate Plot Printer F Co)d Printer S:lllci/'Styup Prinrer Patch Panel —1 911 Block, 00 Mimic/DSI_ Future Use Insi:sllcd 1 NCtw'1A ' Scri:d Cmmilnsnicarion (I lol) Scrial Communication (Cc -W5 DS1, csr Carte WAWzXccWtM Coax/i;ahlc I)SI.tC.lblc tlt,drnt REVISIONS No. Description Date Network Switch 3 Introduction Table of Contents All new construction will consist of the order pay system. The guest will approach the terminal and order their food and pay for it at that tine. The minimums stem requirements will consist of two (2) terminals, each with their own 1 } y I intrL)ducttan.....-............ .............. ...................... ...................... ....._.............................. ............ ............,.............. ................................. ........... ..................................... ....... _ ., . cash drawer and thermal receipt printer, a 110'1' and a COLD) printer, a Kitchen Display System (KDS), and a Sack } } p }) y Y s ,.._..............................,...........,.....,........,......,...,..........,....,...................._,......................................... Dr..tan Comptmrnrs....................................................._,...,.,............ :} ofHouse Computer. Phrnac+s._..,....._.................................. ............................................... ................ .......,............. .......................... ____ .......;................ __...... ..............,...........,....,............ 4 Pointof &des WOS) Systcnl.................,,.........,...,,.....,......,,.................,,,...,,.,..,..........,..,....,.......,.,..,„...,,,I-................,,........,.,....,.,........__......,,..................................I This document is an attempt to fur together at coal fete, 'et reasonably tlexible layout design specifications cations for t 1P } } g t ........................................................................................................ i huncs.......................................................................................................................................... ... 1 Capriotti's POS installs. Wherever possible, I have tried to provide guidelines, instead of prescribing ridged Ncw Construction ............... ............... ................................................. ................................ ............. __.......................... ................. .......... ................................. ....... ......5 requirements. for the contents of various design layouts and options. Glossarp........... _............................................................................................_........................,................................:.............__.............................,.. _.......................... Telephone..................._.............. .............. .................... .............. ....................... -.................... ..................... ___ ..... ___ ......,....... S lllFP _-._................„.,................,....,.......,................,.,.........,........,.,,.....,,..,......,.....,.........,,.......,.,..,,........,,.,.....,,,..,.......,,..,.........,,..,.,....,.,,.......,...........................,....... 8 tr An assumption Is that the reader has a basic level of understanding in construction and electrical witing. It is R145,-.........................._............,................................................ ..,.....-.........,.............. ,...............,•,............... .,................................... ........._............. ............................. S _ , 4 '" > • ' phone r computer, will beproperty terminated tested and required thatall category . data. cable that r� pntJlul, I t, It p 1 . c o J , , 1tJ T 1...................................................:....................................................... ......... ...._.......... ............. .................... ........... ......,.................. •••• ...„....,.......... ....... ................8 .'. - ., > > . . , r' ., .. - , labeled for vedIicatlon of commoln.LJTf network wiling schemes, lot lowing 1_.IAITiA 56811 pairing for cotputer lahcrtict CA 5i:.................................................................................................................................................................................................................................... & networks. Q1'k$. Calrg;ort' 5 Parch Panel ..................................................................................................................................................... __............. ,......... .......................... ............... leiL'.tlL'c5rk. SR7xC11..........................:............,..,.........-................,..........,.................................._.........,...,....................•..........,..................................._........................«..... 9 1lanagcdFircit:111............... .................................................. ....................................... ..................... __................. __......... ................ ........... ............ ...... ......,...............9 All architectural drawings will be reviewed and annotated by the Design and Constriction and IT. <;r.,T1'smirirys}stcm.......... ........ ,................. .........................._,_........,.............................................._......................................_.........,_.........._.............._.........._... Broadband/reenter srn ire..................................•..............,_.....,.,.....................,.-...............,.......__............-.,......_,.......................................,,.........................-.... 9 All questions about this document should be direct to: Block 66......... ........................ __................................. ............. ............ _..................... .......... ........................... St•rtal Ct7mrntanrcrtum ovcl t thcract.................................................................................................................... .. . ....................................... . 9 Point of Salc (N)S) Tcrtilinal............:.,, 10 KitchcivDisplay System(KDS).................. -............... ........,................................ ............... .....,............... ..................... ................ ........._.................... ..........._.-10 Author: B.J. W illeford, Director of IT Back of douse (BOO 1) t omhutcr,..........•................................................................................................„............_. ............................. ,.......... - .......... ......... ..:..... 10 Phone.702-461-7695 Printers (Rcceipt, Stulp/StllA, I tot, or CA)kl)..................................................................................................................................................................................10 Email: it(iicapriouis.com Block 66 hlonnerun for Category 5 Telephone Patch Panel_ I lom_erun for Category Cam outer Quadpler Outlets — BOH computer _- _Terminal -- _ __--Wall Jack RJ-45 (2)_ Quadplcx Outlet 1 Nall Jack RJ-45 (4) Quadplcx Outlet fertninal 2 Wall Jack RJ-45 (4) Duplex Outlet Ilot Printer Wall Jack RJ-45 (1) Duplex Outlet Cold Printer Wall Jack-RJ-45 (1) Duplex Outlet KDS —, ± Wall Jack RJ-4_5 (1_) �-------- Quadplcx Outlet MFP _Wall Jack RJ-45 (2) Quadplex Outlet Germinal 3 Wall JackR_J-45 (4) Duplex Outlet Salad/Soup Printer 3 Wall Jack RJ-45 (1 iP Usage at Capriotti's i Last ' Network °Octet' Device r. .......................... .... 10.253.10. 100 ......... ,1301i Computer 10.253.10.1101 1 erniitx i1 I 10 253.10 102 iTerminal 2 10.253.10.103 -._.... Tenninal3 .......... _.... _ ____.__.._.._ 10 253.10.104 'KDS '10 253 10 105 All 10 253 10 106 Reserved ed I i 10 253.10 107 'Reserved 2 10253 10 108"Reserved 3 10.253.10. ^109 .Reserved 4 2 Optional Equipment and PCI Compliance If you are going r0 un any optional cquilinwrit plc%isc tollmviri 1 pretCrrrtl moborl if) make sure. that you etc ITI compliant. "lies is not a comploc list of optimal ryuipmcnt only the most ctsnm)on, may.. �a erg`• � �lus.ta;rd FDSI. Stn ice clephorsc Company-) 192.16S.11ot�=� 192.159.1.102 Kerala Rodin 19S.lGft.1.10:3 �? �•. 1!)2.168.1.ti'a2 �,:; 192.1W1.101 I a... 192.1681.105 Modem /Router Block of btatic 1P Addretscs (Bridge Moclo froze Inecrncrt.' Providcr �s + e C: t'�' Iri'R 192.t68.1.143 t . Heeded Addressing; ttforrnadmi Subncx Mask: 253.255.253,0 DC6U11GAUNV V:192.168.L1 1 Cable smite Prinsaty D\S: 3.8.8.8 ... - (Cablc Company) Sccontl,ry DNS: 4.4.2.2 84icki>oard l.`rtiLerssty Card I )L.l 6$.1 J 04 111c fallowing is bow this is dtinc. • 0rdcr a blcwk. of Snric III addresses from your Internet Provider- They usunlly come. in blacks of In (5) with only fmir (4) usable addre45Cs. MAC sure you get the npproprtatc addreSSnig inf.irmanon from {ou Intcrtict Prov41cr ;Subnct :\Lrsk, Dr(null Gntcway', Pmnary MIS, and Sccoodan DNS) • Follow the appropriate directions for ,tou Din C'alslr Modem to put it into ltridg;e Ittodr. You Lill have ts) contact sou Internet $rrrsct-- ptov4kr for these instruction, and/or help In completing this task. • You can then cnn6g, urc rnch of the optional pieces of equipnlrm with its II'm static Ill address. Whtn the Firemnll Company scans tour a,tore they° du it bared un the Ili address of the ;Manag cd Virewall. ADATTO CONSTRUCTION CAPRIOTTI'S CAFE CONCEPTS INC BY DESIGN Engineering Construction Sandwich Shops Equipment & Design Mechanical Engineering 1314 Denny Way 6056 South Durango, Suite 100 30366 Esperanza 1205 68th St SE Seattle; Washington 98109 Los Vegas, Nevada 89113 Rancho Santa Margarita, CA 92688 Auburn, Washington 98092 206 652 5300 866 959 3737 949 273 8360 503 314 1436 fax 949 2738342 www.adattoconstruction.com info@capriottis.com jillw@cafeconceptsonline.com www.ByDesignEng.com �.�,�.:-� u vw�,:•--Wray 7 13%3 E&6TER � +t „ u if �CIHTEDTCI Eno, kn'las STATE`t /AS I TAN 3 LAGERQUIST & MORRIS AIA 5135 Ballard Ave. NW Seattle; Washington 98107 206/789-7611 Design Components Phones • Two (2) rolling lines • Fax line used for Fax Machine and back-up credit card processing if Internet connection is lost ( P processing ) o Note: If you get phone and internet through the cable company the modem backup may not work Point of Sales (S)POSyy�steu i J J • New Constniction. — Order Pay Two (2) Terminals (1vired for Third) and KDS o One (1) BO11 o Two (2) Terminals o Two (2) Receipt Printers o Two (2) Cash Drawers o Two (2) Remote Printers (1-lot and Cold) o One (1) .KDS o One (1) Network Switch o One (1) Managed Firewall o One (1) Broadband Modem. o One (I) DSL or Cable for Broad Band Internet Connection Layouts Phones 4 Glossary Telephone An instrument that converts voice and other sound signals into a form that can be transmitted to remote locations and that receives and reconverts waves into sound signals. w M F 1' An MFP (Multi Function Product/ Printer/ Peripheral), multifunctional, all -in -one (AIO), or Multifunction Device (MFD), is i in office machine which incorporates the functionality of multiple devices in one, so as to have a smaller footprint in a home or small business setting (the SOI-10 market segment. A typical MFP may act as a combination of same or all of the following devices: • Printer • Scanner • Photocopier • Fax • E-snail IIJ45 Before the flame RJ45 was used to refer to computer networking connectors, RJ45 was originally a Telephone- l. > 11pp] l i only standard. It is one of the many registered jacks, like i T•, ` LW RJi 1 lunot}Icrtelc host standard. As a Ic Istcrcdjack, telephone R 4 specifies the physical male and female J 5 spt. p } connectors as well as the pin assignments of the wires in a telephone cable. RJU A. telephone plug is a type of talc connector used to connect a tcicphonc to the T i R f R N Pr"� telephone wiring in a home or business, and in turn it) a local telephone network. It is „ wrl�Ire 44F inscrtccl into its fero3lc counterpart, a telephone "jack", commonly fixed to a wall or t;� ! baseboard. The standard/ for telephone plugs varies from country to country, though the RI I "modular connector" has become by fir the most common. € I1 . , I; ; t tl>ler net tallT 5E t t Category 5 cable is a twisted pair high signal integrity cable type often referred to as Cat5. Most Category-5 cables are unshielded, relying on the twisted pair design for noise rejection. t Category 5 has been superseded by the Category 5e specification. This type of cable is used in structured cabling for computer networks such as Ethernet and ATM, and is also used to carry many other signals such as telephony and video. Category 5 Patch Panel A patch panel is a panel, typically rack mounted, that houses cable connections. One typically shorter RECEIVED patch cable will plug* into the front side, whereas the back holds the connection of a much longer and more permanent cable. The assembly ofhardware is arranged so that a number of circuits, usually of CITY OF TU KWILA i MAR 17 2015 PERMIT CENTER Project number 2015-003 GREENSTREET HOLDINGS Date 3'16'2015 tSI.,. Drawn by Author 7-it-A h ANO&M An Chacker a M N Cl ADATTO CONSTRUCTION CAPRIOTTIIs CAFE CONCEPTS INC BY DESIGN Engineering Construction Sandwich Shops Equipment & Design Mechanical Engineering 1314 Denny Way 6056 South Durango, Suite 100 30366 Esperanza 1205 68th St SE Seattle, Washington 98109 Los Vegas; Nevada 89113 Rancho Santa Margarita, CA 92688 Auburn; Washington 98092 E�ugi ne' Dvl 1n3 Ncffl'' 2066525300 866 959 3737 949 273 8360 503 314 1436 3 www.adattoconstruction.com info@capriottis.com fax 949 2738342 jillw@cafeconceptsonline.com : www.ByDesignEng.com . ,ula�dflr%rt , STaTEBFVSHINGTON p`. KEYNOTE -LEGEND NO., DESCRIPTION 58 PLUMBING INSTALLATION SHALL BE FIELD COORDINATED WITH OTHER DISCIPLINES. 62 SLOPE DRAIN LINES PER CODE, LESS THAT 4" 0 - 1/4" PER FOOT. 4" 0 OR GREATER SLOPE 1/8" PER . FOOT MIMUM. . 63 THE DRAIN/WASTENENT (DWV) SYSTEM SHALL ALL OPENING PLUGGED WHEN INSTALL TO INTERDICT CONTAMINATES FROM ENTERING AND PREPPED FOR HYDRAULIC TESTING. 66 CONTRACTOR TO PROVIDE CHROME PLATED DRAINS AT ALL HAND SINKS. 67 ALL WATER PIPING IN THE COOKLINE WALL WITHIN 18" OF THE TYPE 1 EXHAUST HOOD SHALL BE RIGID COPPER, NO PLASTICS. SHEET LIST Sheet Number Sheet Name G 1.0 COVER SHEET M 1.0 MECHANICAL FLOOR PLAN ' M 2.0 MECHANICAL SCHEDULES ' M 3.0 `. MECHANICAL DETAILS . M 4.0 EXHAUST HOOD INFORMATION M 4.1 HOOD FANS. M 5.0 MECHANICAL DETAILS M 6.0 GREASE DUCT FIRE WRAP 615 M 7.0 MECHANICAL DETAILS E 1.0 ELECTRICAL LIGHTING PLAN . E 2.0 POWER FLOOR PLAN . E 3.0 ELECTRICAL PANEL SCHEDULE /NOTES E 4.0 ELECTRICAL DETAILS E 5.0 ELECTRICAL DETAILS E 6.0 IT SYSTEM POS DESIGN E 7.0 IT SYSTEM POS DESIGN P 1.0 _: WASTENENT FLOOR PLAN . P 2.0 WATER/GAS FLOOR PLAN RECEIVFn P 3.0 VENT/WASTE RISER DIAGRAMS CITY. OF TUKWII .0 GAS/WATER RISER .0 r52l PLUMBING NOTE / SCHEDULES :- th , 5135 Ballard Ave. NW Date . GREENSTREET HOLDINGS 3/16/2015 N ADATTO CONSTRUCTION. Construction CAPRIOTTI'S Sandwich Shops CAFE CONCEPTS INC Equipment &Design BY DESIGN Engineering 9 g Mechanical Engineenng .. . .:_ .n� � 1, EC" t S Battle Washington 98107 Drawn by , Author Suite 100 30366 Esperanza 1205 68th St SE ,: .A G�WT�t a g u ry heck 1314 DennyWay Y Y Seattle Washington 98109 6056 South Durango, 9 Los Vegas, Nevada 89113 g Rancho Santa Margarita, CA 92688 Auburn Washington 98092 g 206fT89 7611 k.! r �., CA P R I OTT I S a u� 9 959 3737 . 949 273 8360 503 314 1436 ., flz DIZ, � �;; a� 206 652 5300 `:. 866 Eggb�a�To3�#,..�� �,. �. , ; www.adattoconstruction.com info ca nottis.com . @ P fax 949 2738342 illw cafeconce tsonline.com J @ P www.6 Desi nEn .coin Y g g ,;,,;8 ATE OF�ASHINGTON .... ,.y�:' � VENTMASTE RISER ,Phe[er N •- � R CV cale I Cl) LHhCKhtUI� i & IVIUKKIJ HIH o Date 3/16/2015 ADATTO CONSTRUCTION CAPRIOTTI'S CAFE CONCEPTS INC BY DESIGN Engineering � �w �������� a 5135 Ballard Ave, NW GREENSTREET HOLDINGS Construction Sandwich Shops Equipment & Design Mechanical Engineering Seattle, Vlashington 98107 , Drawn by Author 1314 Denny Way 6056 South Durango, Suite 100 30366 Esperanza 1205 68th St SE ' P RQT& Seattle, Washington 98109 Los Vegas, Nevada 89113 Rancho Santa Margarita, CA 92688 Auburn, Washington 98092 2G61789 7611 D , o "�1` hecked by Ch er 206 652 5300 866 959 3737 949 273 8360 . 503 314 1436 it >>e' D ; iaS E�tCI3. CA 1 R I OTT I S fax 949 2738342 www.adattoconstruction.com info@capriottis.com jillw@cafeconceptsonline.com www.ByDesignEng.com ST1�Ti3 t,,/Vow- t;4 AS ATER RISER I PLUMBING FIXTURE SCHEDULE Count Type Mark Mark DESCRIPTION Manufacturer Model WFU 1 DT 1 CLEAN DISH TABLE ADVANCED TABCO Clean Dish Table 0 1 DT 2 CLEAN DISH TABLE ADVANCED TABCO Clean Dish Table 1 FCO-1 1 FLOOR CLEAN OUT Jay R. Smith Mfg. Co. 4040 1 FCO-1 2 FLOOR CLEAN OUT Jay R. Smith Mfg. Co. 4040 1 FD 1 FLOOR DRAIN GENERIC GENERIC 2 1 GI 1 GREASE INTERCEPTOR OLDCASTLE PRECAST 5106-GA-1500 0 1 HF 1 FAUCET CHICAGO FAUCETS SEE CUT SHEETS 0 1 HF 1 FAUCET CHICAGO FAUCETS SEE CUT SHEETS 0 1 HF 1 FAUCET CHICAGO FAUCETS SEE CUT SHEETS 0 1 HS-33 1 HAND SINK ADVANCED TABCO SEE CUT SHEETS 3 1 HS-33 2 HAND SINK ADVANCED TABCO SEE CUT SHEETS 3 1 KS-07 1 KITCHEN SINK ADVANCED TABCO SEE CUT SHEETS 3 1 KS-16 1 3 COMP SINK ADVANCED TABCO SEE CUT SHEETS 4 1 MS 1 MOP SINK Crane Plumbing SEE CUT SHEETS 13 14 18 PLUMBING FIXTURE FLOOR SINK SCHEDULE Count Type Mark Mark DESCRIPTION Manufacturer Model WFU 1 FS-1 1 FLOOR SINK WATTS FS-733 0 1 FS-1 2 FLOOR SINK WATTS FS-733 0 1 FS-1 3 FLOOR SINK WATTS FS-733 0 1 FS-1 4 FLOOR SINK IWATTS I FS-733 0 NOTES No. Description Date REVISIONS No. Description Date NOTE: CAPRIOTTI'S INFORMATION IN TERMS OF EQUIPMENT CUTS SHEETS, DIAGRAMS, KITCHEN PLANS,- LAYOUTS ETC HOLD PRECEDENCE. REFER TO THE CAPRIOTTI INFORMATION FOR CLARIFICATION. THE INTENT IS TO MODIFY THE SPACE TO MEET THE REQUIREMENTS BUT RE —USE EXISTING COMPONENTS AS MUCH AS PRACTICAL. INFORMATION PERCEDENCE GENERAL PLUMBING NOTES 1. ALL PLUMBING SHALL BE INSTALLED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES: CODES, RULES AND REGULATIONS OF THE STATE OF WASHINGTON AND THE 2012 UNIFORM PLUMBING CODE. 2. PLUMBING FIXTURES SHALL BE DESIGNED OR EQUIPPED TO MEET THE FOLLOWING WATER USE EFFICIENCY STANDARDS: A. WATER CLOSETS (TANK STYLE OR FLUSH VALVE) 1.6 GPF B. URINALS 1.0 GPF C. SHOWER HEADS & BATHROOM FAUCETS 2.5 GPM D. LAVATORY & KITCHEN FAUCETS 2.5 GPM SINK & LAVATORY DRAINS SHALL BE CHROME PLATED 17 GA. BRASS TUBING BY ENGINEERED BRASS, DEARBORN BRASS OR BRASS CRAFT. PROVIDE INSULATED P-TRAP &SUPPLY COVERS (TRUEBRO OR EQUAL) AT ALL EXPOSED P-TRAPS & SUPPLIES PER A.D.A STANDARDS. 3. PLUMBING FIXTURES MOUNTING SHALL COMPLY WITH CONTRACT DOCUMENTS & WASHINGTON STATE BUILDING CODE "WAC 51-40" (ACCESSIBLITY EFFECTIVE JULY, 1998. 4. INSTALL WATER HAMMER ARRESTORS ON HOT OR COLD WATER PIPING OF EACH FIXTRRE GROUP & AT ALL FIXTURES WITH QUICK ACTING VALVES, UNITS SHALL BE EQUAL TO ZURN "SHOCKROLL". SELECT UNIT SIZE &LOCATION PER MANUFACTURERS RECOMMENDATIONS & IN ACCORDANCE WITH PDI STANDARD WH-201. PROVIDE ACCESS PANELS AT ARRESTORS ABOVE GWB CEILINGS ALL ACCESS PANELS & DOORS SHALL BE ELMDOR FAB, STEEL SLK SERIES OR EQUAL WITH 14 GA DOOR & FRAME. PROVIDE WITH CYLINDER LOCK, CONTINUOUS PIANO HINGE, AND PRIME COATED READY FOR PAINTING. 5. COLD WATER & HOT WATER PIPING SHALL BE INSULATED & ROUTED FULL SIZE WITH APPROPRIATE SIZE REDUCTION INSULATED & AT POINT OF CONNECTION TO FIXTURE. 1/2" WATER LINE LIMITED TO 10'-0" DISTANCE FROM FIXTURE "DEADLEGS" OR "FUTURE STUBS" ON ACTIVE POTABLE WATER LINES. SHALL BE LIMITED TO 4" TO PREVENT STAGNANT WATER CONDITIONS. 6. INSTALL WATER PIPING ON WARM SIDE OF BUILDING INSULATION. SEE SPECIFICATIONS FOR INSULATION SYSTEMS. SEE DRAWINGS FOR ELECTRICAL HEAT TRACE REQUIREMENTS. SEE PLUMBING DETAILS FOR PIPE HANGER STYLE. SEE SPECIFICATIONS FOR HANGER SPACING. 7. BURIED WASTE AND VENT PIPING SHALL BE MIN. 2" DIA. & SLOPED 1/4" .PER FOOT UNLESS OTHERWISE NOTED. PVC OR ABS PIPING SHALL BE USED ONLY AFTER APPROVAL OF ADMINISTRATIVE AUTHORITY, ALSO SEE SPECIFICATIONS. 8. PROVIDE TRAP PRIMERS ON ALL FLOOR DRAINS EXCEPT IN SHOWER STALLS OR OTHERWISE NOTED ON DRAWINGS. CONTRACTOR SHALL INSTALL ACCESS PANELS AT PRIMERS THAT ARE CONCEALED IN WALLS. 9. COORDINATE VENT THROUGH ROOF (VTR) LOCATIONS WITH HVAC UNITS. MAINTAIN MIN 10'-0" CLEARANCE. OFFSET VTR AS NECESSARY. COORDINATE PIPE ROUTING WITH HVAC & SPRINKLER CONTRACTOR. 10. INSTALL WATER HEATERS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND SET OUTPUT TEMPERATURE TO 1150F UNLESS OTHERWISE NOTED. CONTRACTOR SHALL INSURE GAS VENT FLUES AND COMBUSTION AIR DUCTS ARE WITH MANUFACTURERS LENGTH RECOMMENDATIONS FOR ELECTRIC. WATER HEATERS SET ON CONCRETE FLOORS PROVIDE R-10 INSULATION PAD. 11. RISER DIAGRAMS AND PLANS DO NOT SHOW SOME PIPING OFFSETS REQUIRED FOR STRUCTURAL CLEARANCES. EXACT ROUTING MAY VARY FROM THAT SHOWN. 12. ALL HORIZONTAL DRAINS SHALL BE PROVIDED WITH A CLEAN -OUT LOCATED NO MORE THAN 100 FEET APART. 13. INSTALL ALL MECHANICAL EQUIPMENT IN ACCORDANCE W/IBC, IMC & SMACNA SIESMIC STANDARDS. 14. PROVIDE PIPE INSULATION PER 14-6 WSEC. 15. PROVIDE PREMIUM EFFICIENCY MOTORS FOR ALL MECHANICAL SYSTEMS PER WSEC TABLE 14-4. 16. EQUIVALENTS WILL BE CONSIDERED FOR ALL EQUIPMENT. PLUMBING NOTES RECEIVED CITY OF TUKWILA MAR 17 2015 PERMIT CENTER LAGERQUIST & MORRIS AIA Project number 2015-003 GREENSTREET HOLDINGS Date 3/16/2015 S135 Ballard Ave. NW 3073 � t�}�' ADATTO CONSTRUCTION CAPRIOTTI'S CAFE CONCEPTS INC BY DESIGN Engineering g Drawn by Author Construction Sandwich Shops Equipment & Design Mechanical Engineering "I� ? Seattle, Washington 98107 1314 Denny Way 6056 South Durango, Suite 100 30366 Esperanza 1205 68th St SE 2061789-7611 , Checked by Checker a Seattle, Washington 98109 Los Vegas, Nevada 89113 Rancho Santa Margarita, CA 92688 Auburn, Washington 98092 ;. CAP R I OTT I'So �� € 206 652 5300 866 959 3737 949 273 8360 503 314 1436 ' p fax 949 2738342 4�121b14,SS a,�;T3� w www.adattoconstruction.com info ca riottis.com illw cafeconce tsonline.com www.6 Desi nEn com S P1asftlf�1�T1 y N @ P 1 @ P Y 9 9 ,. ,. r Y=; PLUMBING NOT r ti cal 12" = V-0" v EQUIPMENT PLUMBING NOTES: 1. F.S.E.C. PLANS ARE FOR THE SOLE PURPOSE OF INDICATING THE LOCATION OF OUTLETS AND EQUIPMENT REQUIREMENTS. PLUMBING MUST COMPLY WITH ALL APPLICABLE CODES. 2. ALL PLUMBING OUTLETS AND CONNECTIONS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SHOWN ON F.S.E.C. FLOOR PLAN, ONLY. FOR ADDITIONAL FLOOR DRAINS AND BUILDING PLUMBING REQUIREMENTS, SEE ARCHITECT, GENERAL CONTRACTOR OR OWNER. 3. ALL HORIZONTAL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF FINISHED WALL TO CENTERLINE OF OUTLET OR FROM CENTERUNE OF OUTLET TO CENTERLINE OF OUTLET, UNLESS OTHERWISE NOTED ON PLAN OR DETAILS. 4. (FALL SYMBOLS MINIMUM OF NOTED AT up+18"HT , u +36)", ETC. TO STUB OUT OF WALL . HEIGHT IS GIVEN AOM LLSHED OUTLETS NOTEDT SINBUPD ORR"STUBOUTTO N TOP OF NITERUNE OF D OUTLET. FLOOR, OR FINISHED CURB, AS THE CASE MAY BE, A MAXIMUM OF 4" SO AS NOT TO INTERFERE WITH THE INSTALLATION OF FIXTURES. CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOBSITE. 5. ALL FLOOR SINKS HALF IN OR HALF OUT OF CURB TO BE FLUSH WITH FINISHED FLOOR. ALL FULLY OR PARTIALLY EXPOSED FLOOR SINKS TO BE PROVIDED WITH COVERS. FLOOR SINKS HAVE BEEN LOCATED WITH THE ASSUMPTION THAT THEY WILL BE SET FLUSH WITH FINISHED FLOOR (UNLESS OTHERWISE NOTED). IN THE EVENT LOCAL CODES REQUIRE FLOOR SINKS TO BE ABOVE OR BELOW FINISHED FLOOR LEVEL, GENERAL CONTRACTOR SHALL COMPLY WITH . LOCAL CODES, AND NOTIFY F.S.E.C. IMMEDIATLY. 6. GENERAL CONTRACTOR TO CONNECT ALL WATER LINES, GAS LINES FIRE SYSTEM SOLENOID , WASTE LINES, ETC. FOR SINKS, DISHWASHERS, ETC. A D RUN DRAIN LINES FROM ALL REFRIGERATED UNITS, ICE SINKS, ETC. (SEE NOTE ,7) TO FLOOR SINKS AND DIRECT OR INDIRECT WASTE LINES TO BE NOT SMALLER THAN NIPPLE OF FIXTURE ITSELF. 7. GENERAL CONTRACTOR TO PROVIDE INSULATED DRAIN LINES FROM ALL ICE STORAGE SINKS/PANS TO PREVENT DRAIN FROM SWEATING WITHIN FIXTURE. 8. GENERAL CONTRACTOR TO PROVIDE THE FOLLOWING ITEMS: a. GATE VALVES ON ALL WATER AND GAS LINES, AND WADE SHOCK STOPS (MODEL #W5 OR EQUAL) ON GLASS FILLERS AND DISHWASHERS. b. ALL FAUCETS FOR SINKS UNLESS OTHERWISE NOTED (TO BE SUPPLIED AS SPECIFIED). C. ALL VALVES, TRIMS AND PRESSURE REGULATORS NECESSARY TO CONNECT ALL LINES. d. TEMPERATURE AND PRESSURE SAFETY RELEASE VALVES FOR HOT WATER BOOSTER AND STEAM SYSTEMS, IF USED. e. NECESSARY WATER LINES, DRAIN LINES (AS REQUIRED) ON ROOF FOR MAKE-UP AIR SYSTEM. FOR LLOCATION AND EXHAUST REQUIREMENTS, SEE ARCHITECT AND/OR HVAC CONTRACTOR. f. BACKFLOW PREVENTION DEVICES, AS REQUIRED BY CODE. g. DILECTIC COUPLERS, WHEN CONNECTING GALVANIZED IRON PIPE TO COPPER. 9. F.S.E.C. RECOMMENDS A RECIRCULATING HOT WATER SYSTEM BE PROVIDED FOR DISHWASHING MACHINE. DISHWASHING MACHINE REQUIRES GPH OF DEGREE HOT WATER @ FLOW PRESSURE. VERIFY WITH ARCHITECT, GENERAL CONTRACTOR OR OWNER AND MAKE PROVISIONS FOR ADEQUATE WATER SUPPLY ACCORDINGLY. 10. GENERAL CONTRACTOR TO PROVIDE HARD TUBING DRAIN LINE (SEE NOTE 6) V-6" DOWN FROM FINISHED CEILING IN WALK-IN (AT BLOWER COILS IN WALK-IN REFRIGERATOR AND WALK-IN FREEZERS), 45 DEGREE ELBOW FROM COIL AT A MINIMUM FALL OF 2" PITCH PER V-O" TO FLOOR SINK. DRAIN LINES MUST BE OUTSIDE OF INSULATION TO PREVENT FREEZING IN LOW TEMPERATURE BOXES AND "P" TRAPS MUST BE FORMED IN FREEZER COIL DRAIN LINE OUTSIDE OF FIXTURE AT OR NEAR FLOOR SINK. STUB OUT AT 18" AT EACH END. 11. SPARE 12. WASTE LINE ON SOME DISHWASHERS ARE AS LOW AS 7" (FROM CENTERLINE OF DRAIN ABOVE FINISHED FLOOR LEVEL. GENERAL CONTRACTOR MUST RIFY HEIGHT OF DISHWASHER DRAIN AND MAKE ADEQUATE PROVISIONS FOR "P" TRAP (IF NECESSARY "P" TRAP TO BE SET IN FLOOR). 13. WATER PROVIDED TO COFFEE URNS OR COFFEE MAKERS MUST NOT FEED OFF WATER SOFTENERS, UNLESS OTHERWISE DIRECTED. 14. GENERAL CONTRACTOR TO VERIFY METHOD AND LOCATION OF REFRIGERATED DISPLAY CASES (WALL MOUNTED) DRAIN IN WALL WITH F.S.E.C. BEFORE WALLS ARE PLASTERED AND EQUIPMENT IS INSTALLED. 15. ALL WORK SHOWN ON FIXTURE PLUMBING PLAN AND OUTLINED IN ABOVE NOTES TO BE PERFORMED BY GENERAL CONTRACTOR UNDER BUILDING CONTRACT. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO SEE THAT HIS PHASE OF WORK MEETS AND IS INSTALLED IN ACCORDANCE WITH STANDARDS REQUIRED BY ALL GENERAL STATE AND FEDERAL LAWS (INCLUDING HEALTH CODES) AND ANY AND ALL CODES PECULIAR TO THE MUNICIPALITY OF AREA WHERE JOB IS BEING INSTALLED. IMPORTANT NOTE: SEE REFRIGERATION PLAN FOR ADDITIONAL INFORMATION NOTES: 1. GENERAL CONTRACTOR TO VERIFY SIZES WALK-IN COOLERS / FREEZER BEFORE LOCATING FLOOR SINK(S) FOR BLOWER COILS(S) DRAINAGE. 2. G.C. TO VERIFY W/ LOCAL CODES AND REQUIREMENTS (INDIRECT TO FLOOR SINKS, FUNNEL DRAINS OR DIRECT) TO DISHWASHERS, POT SINKS, PREP. SINKS ETC. 3. G.C. OR OWNER RESPONSIBLE TO ENSURE EQUIPMENT WILL FIT TROUGH EXISTING DOOR FRAMES PLUMBING ROUGH -IN SYMBOLS COLD WATER HOT WATER 0:7 DIRECT WASTE (WALL) Q DIRECT WASTE (FLOOR) FLOORSINK (12"x12%8" DEEP WITH 2" WASTE AND 1/2, 3/4 OR FULL GRATE AS INDICATED, UNLESS OTHERWISE SPECIFIED.) -� DIRECT CONNECTION FROM ROUGH -IN TO EQUIPMENT POINT OF CONNECTION INDIRECT WASTE FROM EQUIPMENT TO FLOORSINK NOTES: 1. GENERAL CONTRACTOR TO VERIFY SIZES WALK-IN COOLERS / FREEZER BEFORE LOCATING FLOOR SINK(S) FOR BLOWER COILS(S) DRAINAGE. 2. G.C. TO VERIFY W/ LOCAL CODES AND REQUIREMENTS (INDIRECT TO FLOOR SINKS, FUNNEL DRAINS OR DIRECT) TO DISHWASHERS, POT SINKS, PREP. SINKS ETC. 3. G.C. OR OWNER RESPONSIBLE TO ENSURE EQUIPMENT WILL FIT TROUGH EXISTING DOOR FRAMES 4. ® INTERIOR WALL 5. ® CMU WALL. SEE ARCH'L. 6, G.C. TO VERIFY WALL BACKING FOR WALK-IN FREEZER AND REFRIDGERATOR. IMPORTANT NOTE: SEE REFRIGERATION PLAN FOR ADDITIONAL INFORMATION NOTE: GENERAL CONTRACTOR MUST ENSURE THAT SPACE IS ALLOCATED TO BRING EQUIPMENT INTO BUILDING LE WALLS/CONCERTS MAY NEED TO BE SET IN PLACE AFTER EQUIPMENT IS INSIDE STORE. NOTE: A SEPARATE AREA WITH LOCKERS/CABINETS SHALL BE DESIGNATED FOR EMPLOYEES TO STORE THEIR BELONGINGS. NOTE: ALL COUNTERTOP EQUIPMENT WILL BE ON 4-INCH SANITARY LEGS OR SEALED TO THE COUNTER UNLESS READILY MOVABLE. NOTE: A MOP SINK CANNOT BE USED FOR DRAINAGE OF CONDENSATION OF ANY KIND, INCLUDING HVAC. NOTE: ALL FOOD -RELATED AND UTENSIL -RELATED EQUIPMENT SHALL MEET OR BE EQUIVALENT TO SANITATION STANDARDS ESTABLISHED BY AN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) ACCREDITED PROGRAM. EQUIPMENT ELECTRICAL NOTES: 1. F.S.E.C. PLANS ARE PROVIDED FOR THE SOLE PURPOSE OF INDICATING THE LOCATION OF OUTLETS, TYPE OF CONNECTION FOR EQUIPMENT AND ELECTRICAL LOAD. SUBCONTRACTORS MUST COMPLY WITH ALL CODES RELATED TO THE INSTALLATION, WIRING AND HOOK-UP OF EQUIPMENT. 2. GENERAL CONTRACTOR TO PROVIDE MAGNETIC STARTERS, DISCONNECTS AND THERMO- OVERLOAD PROTECTION ON ALL MOTORS AND/OR EQUIPMENT WHERE REQUIRED. 3. GENERAL CONTRACTOR TO CONNECT ALL ELECTRICAL EQUIPMENT AND FIXTURES AND DO ANY INTERNAL WIRING IN FIXTURES. 4. GENERAL CONTRACTOR TO SIZE ALL JUNCTION BOXES. GENERAL CONTRACTOR TO PROVIDE ALL JUNCTION BOXES, REFRIGERATION PULL BOXES AND ELECTRICAL CONVENIENCE OUTLETS IN WALLS. F.S.E.C. TO LOCATE ALL CONVENIENCE OUTLETS AND SWITCHES WHERE PART OF FIXTURE, BUT INTERNAL WIRING FOR SUCH BOXES TO BE INSTALLED AND SUPPLIED BY GENERAL CONTRACTOR. WHEREVER ACCESS IS NOT AVAILABLE FOR THE GENERAL CONTRACTOR TO RUN HIS LINES FROM JUNCTION BOXES TO END USAGE IN FIXTURE, THE F.S.E.C. IS TO INSTALL SUITABLE CONDUIT FOR THE RUNNING OF SUCH LINES. ALL CONVENIENCE OUTLETS IN WALL TO BE FLUSH WITH FINISHED WALL. GENERAL CONTRACTOR TO PROVIDE AND FIELD MOUNT ALL JUNCTION BOXES LOCATED IN ACCESS AREAS OF FIXTURES. 5. F.S.E.C. WILL CUT ACCESS HOLES TO CONVENIENCE OUTLETS IN BACKSPLASHES, ETC. BUT GENERAL CONTRACTOR TO PROVIDE EXTENSION SHIELDS, IF REQUIRED. 6. GENERAL CONTRACTOR TO PROVIDE AND INSTALL REFRIGERATION CONDUIT LINES FROM FROM COMPRESSOR AREA TO PULL BOXES OR "STUB -UPS" AS INDICATED ON REFRIGERATION PLAN; CONDUIT TO BE ROUND TRANSITS (OR EQUAL) DIAMETER AS INDICATED, WITH MINIMUM BENDING RADIUS OF 24" AND NO FACTORY L'S PERMITTED. 7. ELECTRICAL CONTRACTOR TO CONNECT ALL COMPRESSORS AND BLOWER COILS COMPLETE WITH DISCONNECT SWITCHES AND MAGNETIC STARTERS, AS REQUIRED. 8. GENERAL CONTRACTOR TO PROVIDE POWER ON ROOF AND CONNECT EXHAUST FAN, MAKE-UP AIR FANS, HEATERS AND EVAPORATIVE COOLERS AND LOCATE SWITCHES WITH RED PILOT LIGHTS AS SHOWN ON F.S.E.C. ELECTRICAL PLAN SHEET K-4 OR AS DIRECTED BY HVAC CONTRACTOR. GENERAL CONTRACTOR SHALL CONNECT VAPOR -PROOF LIGHTS AS SHOWN ON F.S.E.C. ELECTRICAL PLAN K-4. DISCONNECT SWITCHES TO BE MOUNTED CONVENIENT TO EQUIPMENT ON ROOF. 9. GENERAL CONTRACTOR TO PROVIDE HOOK-UPS AND WIRING TO VAPOR -PROOF LIGHTS WALK-IN COOLER/FREEZER, COMPLETE WITH SWITCH WIRING LOCATED INSIDE AND OUTSIDE. SWITCHES TO HAVE RED BULL'S EYE SIGNAL, BY F.S.E.C., OR AS NOTED ON THIS SHEET. 10. GENERAL CONTRACTOR TO PROVIDE STAINLESS STEEL COVER PLATES FOR ANY FULLY OR PARTIALLY EXPOSED PULL BOXES AND/OR ELECTRICAL ACCESS BOXES AND TO PROVIDE STAINLESS STEEL COVER PLATES FOR ALL CONVENIENCE OUTLETS. 11. THE SYMBOLS ON THE ELECTRICAL PLAN ARE TO INDICATE LOCATION AND TYPE OF CONNECTION ONLY. GENERAL CONTRACTOR TO PROVIDE CIRCUITS AND CONDUIT RUNS, AS REQUIRED. 12. GENERAL CONTRACTOR TO PROVIDE CAPS AND CORDS FOR ALL ITEMS WHERE THEY ARE NOT STANDARD WITH MANUFACTURER AND SHORTEN ANY CORDS AND WIRING AS REQUIRED OR REQUESTED, I.E. FRYERS, TOASTERS, LIGHT FIXTURES, ETC. 13. WHERE THE SYMBOLS fr-ig ARE INDICATED FOR A SOLID CONNECTION, GENERAL CONTRACTOR TO PROVIDE A 4'-0" SECTION OF FLEX CONDUIT SHOULD BE STUBBED OUT AT THE PROPER LOCATION AND SHALL BE CONNECTED TO "J" BOXES LOCATED IN A CONVENIENT LOCATION ON EQUIPMENT AFTER EQUIPMENT HAS BEEN PLACED IN POSITION AND WILL CONTINUE UP TO ATTIC TO AN ACCESSIBLE "J" BOX. IF LOCAL CODES DO NOT PERMIT THIS METHOD, CONTACT THE F.S.E.C. IMMEDIATELY. 14. SPARE 15. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL LOCKOUT DEVICES ON ALL BREAKERS FOR CLOCKS, REFRIGERATION, CONTROL WIRING, EXHAUST SYSTEM CONTROLS AND FIRE EXTINGUISHER SYSTEMS. 16. GENERAL CONTRACTOR TO VERIFY LOCATION OF GAS SOLENOID VALVES WITH PLUMBER. GENERAL CONTRACTOR TO SUPPLY POWER AT VERIFIED LOCATION. 17. ALL CONVENIENCE OUTLETS TO BE SET HORIZONTALLY. ALL 115 VOLT OUTLETS NOT DESIGNATED WITH SPECIFIC LOADS TO BE RATED AT 20 AMPS. ALL 208/230 VOLT OUTLETS NOT DESIGNATED WITH SPECIFIC LOADS TO BE RATED AT 40 AMPS. 18. ALL ELECTRICAL OUTLETS AND CONNECTIONS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SHOWN ON F.S.E.C. EQUIPMENT PLAN ONLY. SEE ARCHITECTS PLAN FOR FURTHER BUILDING ELECTRICAL REQUIREMENTS. 19. ALL HORIZONTAL DIMENSIONS ARE GIVEN FROM FINISHED WALL TO CENTER LINE OF OUTLET OR FROM CENTER LINE OF OUTLET TO CENTER LINE OF OUTLET, UNLESS OTHERWISE NOTED. CENTER LINE OF OUTLET, UNLESS OTHERWISE NOTED. ALL OUTLETS ALL OUTLETS NOTED up+12" OF up+24", ETC. TO STUB OUT OF WALL AT HEIGHT GIVEN. HEIGHT OF OUTLET IS GIVEN FROM FINISHED FLOOR (NOT TOP OF FINISHED CURB) TO CENTER LINE OF OUTLET. OUTLETS NOTED "STUB -UP" OR "STUB -OUT" OF FINISHED FLOOR AT LOCATION SHOWN, AND TO STUB UP MAXIMUM 4" ABOVE FINISHED FLOOR OR CURB. 20. ALL ELECTRICAL POWER NOT OTHERWISE NOTED TO BE SINGLE PHASE. 21. GENERAL CONTRACTOR TO PROVIDE POWER AT COMPRESSOR AREAS FOR COMPRESSORS (FOR EXACT LOCATION, CHECK WITH ARCHITECT) AS LISTED ON SCHEDULE SHEET K-2 AND REFRIGERATION PLAN. IF AUTOMATIC DEFROST SYSTEMS ARE USED FOR WALK-IN FREEZERS, PROVIDE A FIVE WIRE COLOR CODED SERVICE FROM COMPRESSOR TO BLOWER COIL AS DETAILED ON REFRIGERATION PLAN. 22. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL "FUSED AND/OR NON -FUSED DISCONNECTS, AS REQUIRED BY LOCAL CODES. 23. GENERAL CONTRACTOR TO PROVIDE AND INSTALL VAPOR -PROOF LIGHTS AND SWITCHES FOR HOOD, AND CONDUIT TO HOOD LOCATION, UNLESS OTHERWISE INDICATED. ELECTRICAL ROUGH -IN SYMBOLS ENTRANCX? 70 64 1 65 63 C] [J 57 52 55 53 56 54 L2) 62.1 62 39 47 c 40 0 39 m 0 0 39.1 33 20 I$ WALL MOUNTED SINGLE PURPOSE RECEPTACLE (FLUSH NTH FINISHED WALL) O Lo 13Q__ WALL MOUNTED DOUBLE PURPOSE RECEPTACLE (FLUSH WITH FINISHED WALL ) 18 17 16 19 F0 WALL MOUNTED JUNCTION BOX (FLUSH WITH FINISHED WALL) 20 Q WATERPROOF JUNCTION BOX. 36 33 35 34 07 � p DROP CORD (FROM CEILING TO 6 FEET ABOVE FINISHED FLOOR) 08 169- ELECTRICAL POWER SWITCH. 09 EMPTY CONDUIT FOR COMMUNICATION CABLING (VERIFY POINT OF ORIGIN WITH ARCHITECT) 10 ELECTRICAL EXTENSION (FROM ROUGH -IN TO EQUIPMENT POINT OF CONNECTION) 28 $ WATERPROOF FIXTURE MOUNTED SINGLE PURPOSE RECEPTACLE. 29 30 WATERPROOF FIXTURE MOUNTED DOUBLE PURPOSE RECEPTACLE. 32 32.1 Q WATERPROOF FIXTURE MOUNTED JUNCTION BOX. 23 25 -� PRE -WIRED EQUIPMENT TO J-BOX AND/OR SUB -PANEL BY K.E.C. 26 GENERAL CONSTRUCTION NOTES: 1. F.S.E.C. PLANS ARE PROVIDED FOR THE PURPOSE OF INDICATING MECHANICAL LOCATIONS AND EQUIPMENT REQUIREMENTS ONLY AND ARE NOT TO BE CONSTRUED BY THE GENERAL CONTRACTOR OR THE SUBCONTRACTORS AS TO RELIEVE THEM FROM THEIR RESPONSIBILITY OF COMPLYING WITH ALL APPLICABLE CODES. 2. IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND/OR HIS ASSIGNED AGENT TO ENSURE THAT F.S.E.C. RECEIVES COPIES OF ALL ADDENDUM AND CHANGES TO BUILDING PLANS WHICH ARE MADE PRIOR TO AND DURING CONSTRUCTION. IN THE EVENT THAT THIS INFORMATION IS NOT DELIVERED TO F.S.E.C., OWNER WILL BE RESPONSIBLE FOR ALL COSTS INCURRED BY THE FAILURE TO GIVE F.S.E.C. THIS INFORMATION. 3. GENERAL CONTRACTOR SHALL PROVIDE PROPER BACKING FOR ALL WALL HUNG EQUIPMENT, SHELVING, ETC., AS INDICATED ON WALL BACKING DETAIL. 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GENERAL CLEANUP AND DISPOSAL OF ALL TRASH, CARTONS, CRATES, DEBRIS, ETC., AFTER FINAL INSTALLATION OF ALL FIXTURES. 5. SPRINKLER HEADS IN WALK-IN FREEZER AND COOLER ROOMS WILL BE SUPPLIED BY AND ADEQUATELY PROTECTED AGAINST FREEZING UP BY GENERAL CONTRACTOR. 6. PLUMBERS AND ELECTRICIANS AND ALL OTHER TRADES INVOLVED MUST CONFORM TO APPLICABLE CODES. 7. HVAC CONTRACTOR TO ENSURE ALL EXHAUST FANS WILL BE CAPABLE OF DELIVERING CFM REQUIREMENT AS NOTED ON PLANS. F.S.E.C. IS NOT RESPONSIBLE FOR ANY OBJECTIONAL ODORS OR SMOKE DELIVERED INTO THE SURROUNDING AREA. HVAC CONTRACTOR TO BALANCE EXHAUST, MAKE-UP AIR AND AIR CONDITIONING. 8. IF WALK-IN LOW TEMPERATURE AND NORMAL TEMPERATURE REFRIGERATION ROOMS ARE BUILT-IN TYPE, INSULATION AND PROPER VAPOR BARRIER, INTERIOR LIGHTS AND SWITCHES (INSIDE AND OUTSIDE), SPRINKLERS AND INTERIOR FINISH IS BY GENERAL CONTRACT AND NOT PART OF F.S.E.C. CONTRACT. 9. IN EVENT RACEWAY IS INDICATED ON CURB PLAN, THE GENERAL CONTRACTOR WILL BACKFILL EXPOSED AND ACCESSIBLE OPENING OF RACEWAYS AND OTHER EXCESSIVE OPENINGS AFTER INSTALLATION OF FIXTURES TO PREVENT VERMIN INFESTATION. 10. WHERE NOISY OR VIBRATION PRODUCING EQUIPMENT IS LOCATED ADJACENT TO DINING AREAS, PROVISION SHOULD BE MADE TO "DOUBLE STUD" AND/OR SOUND PROOF COMMON WALLS, BY GENERAL CONTRACTOR. 11. SWINGING DOORS IN PASSAGEWAYS SHALL BE PROVIDED WITH WINDOWS WHICH SHALL BE 8" X 24" OR OF A SUBSTANTIAL EQUIVALENT AREA TO MEET OSHA REQUIREMENTS. THE GLASS SHALL BE EITHER SHATTERPROOF OR WIRE GLASS AND THE BOTTOM OF THE WINDOWS SHOULD NOT BE MORE THAN 48" ABOVE THE FLOOR. 12. GENERAL CONTRACTOR TO CUT OR PROVIDE HOLES THROUGH CEILING, ROOFS AND WALLS FOR DUCTS, ETC., IN ACCORDANCE WITH LOCAL FIRE AND BUILDING CODES AND IN ACCORDANCE WITH DUCT SIZES SPECIFIED BY F.S.E.C. GENERAL CONTRACTOR ALSO TO PROVIDE ALL DUCT FIRE SEPARATIONS, ENCLOSURES, WRAPPINGS, SPRINKLER SYSTEM, ETC., AS MAY BE REQUIRED BY LOCAL BUILDING AND FIRE CODES. 13. PLUMBING AND/OR ELECTRICAL FINAL CONNECTIONS AND INTERNAL WIRING AND PLUMBING OF EQUIPMENT AND FIXTURES INDICATED ON THESE PLANS ARE NOT PART OF F.S.E.C. CONTRACT AND ARE TO BE DONE BY G.C. 14. PROCEDURE FOR THE DESIGN OF ALL COMPRESSOR ROOMS: 1250 CFM'S OF AIR PER HP ARE REQUIRED TO BE BROUGHT IN TO COMPRESSOR ROOM AND BLOWN DOWN ACROSS THE FACE OF COMPRESSORS WITH PROPER GRILLES IN WALLS TO EXHAUST SAME AMOUNT OF AIR. IF COMPRESSOR ROOM WILL EXCEED 100 DEGREES AT ANY TIME, THE AIR BROUGHT IN MUST BE COOLED. APPROVAL MUST BE HAD FROM F.S.E.C. FOR ANY RELOCATION OF REMOTE COMPRESSORS AND/OR ICE MACHINES. WHERE COMPRESSORS ARE INSTALLED OUTSIDE OF BUILDING, PROPER HOUSING OVER UNITS IS TO BE FURNISHED BY THE BUILDING CONTRACTOR WITH THE PROPER GRILLS, IF REQUIRED, TO MAINTAIN SUFFICIENT AIR MOVEMENT ACROSS CONDENSERS. HOUSING AND GRILLS MUST COMPLY WITH LOCAL BUILDING CODES. 15. ALL CANTILEVER BRACKETS FOR TABLES AND STOOL SEATS OR OTHER EQUIPMENT TO BE PROVIDED BY F.S.E.C. BUT INSTALLED BY GENERAL CONTRACTOR AND SHALL BE INSTALLED IN ACCORDANCE WITH SPECIFICATIONS AND DIMENSIONS PROVIDED BY F.S.E.C. GENERAL CONTRACTOR TO PROVIDE PROPER BACKING FOR SUPPORT BRACKETS. 16. MAKE-UP AIR: THE MAKE-UP AIR SYSTEM SHALL HAVE A SUFFICIENT CAPACITY TO MAKE UP 100% OF THE AIR BEING EXHAUSTED AND SHALL BE BALANCED TO MAKE-UP UP TO 90% OF THAT AIR. MAKE-UP AIR GRILLS SHALL BE EQUIPPED WITH KEY OPERATED OPPOSED BLADE VOLUME CONTROLS. MAKE-UP AIR GRILLS SHALL BE EQUIPPED FOR MAXIMUM OUTLET VELOCITY OF 400 FPM. MAKE-UP AIR SHALL BE DELIVERED IN THE PROXIMITY OF THE EXHAUST SYSTEM IN A MANNER NOT TO CREATE UNIQUE AIR TURBULENCE IN THE WORKING AREA. MAKE-UP AIR SYSTEM SHALL BE CAPABLE OF DELIVERING AIR AT 70 DEGREES. 17. UNLESS OTHER PROVISIONS ARE MADE AND/OR INDICATED ON PLAN, GENERAL AND/OR HVAC CONTRACTOR TO PROVIDE TEMPERED MAKE-UP AIR FOR EXHAUST HOODS IN ACCORDANCE WITH REQUIREMENTS INDICATED (NOTE #16) 18. G.C. TO ENSURE WALL LAMINATE IS FIRST ADHEARED TO A SUBSTRAITE PRIOR TO BEING INSTALLED ON THE WALL. G.C. TO ENSURE LAMINATE BRAND INSTALLATION INSTRUCTIONS ARE FOLLOWED AND THESE INSTRUCTIONS WILL SUPERCEDE ANY NOTATIONS ON THESE PLANS. 24 EXISTING EXISTING T12 11 13 E ISTING DESK 48 8 EQUIPMENT PLAN 05 1: 51 59 04 02 03 03.1 RECEIVED CITY OF TUKW►LA MAR 17 2015 PERMIT CENTER SHEET INDEX SHEET NO. DESCRIPTION K1.1 EQUIPMENT PLAN AND NOTES K1.2 EQUIPMENT SCHEDULE K2.1 ELECTRICAL ROUGH -IN & IT ROUGH -IN PLAN K3.1 . PLUMBING ROUGH -IN PLAN K4.1 FINISH PLAN AND DETAILS REFLECTED CEILING PLAN K5.1 K6.1 ELEVATION DETAILS 0 N Cn M 00 Cn r_ N is �r o� x rw 110 00 N is d- o, c 0 0. 00 00 N o, U cz c� 0 J c o. W110 M M APPROVE) BY: Project Name and Address: 1: Iu b J 17308 Southeenter Parkway Tukwilla, WA. 98188 This plan and the designs herein are the sole property of Cafe Concepts and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Cafe Concepts company officer. Any desired deviations to this plan must be approved in writing by Cafe Concepts before such work is done. It is the responsibility of anyone using this plan to read and become familiar with all information shown hereon including any list of notes. Measurements on this plan are from available information. Cafe Concepts will not assume any responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job site. All hiformution on this plan for the general contractor or the general con- tractors subcontractors to perform (plumbing, electrical, curbs, walls, building openings, etc.) are for the sole purpose of equipment requirements; reference is made to the owner or architectural plans for engineering or listing of items not supplied by Cafe Concepts. Cafe Concepts will not assume any responsibility for engineering thereof. All building work thereof shall be by the general contractor including all roughing -in and final connections and all runs to equipment and in- cluding all fittings or any other parts materials or labor for such work. If any such work is in Cafe Concepts contract, it will specifically be indicated an this plan; if it is not specifically indicated on this plan, it is not a part of Cafe Concepts contract and shall be provided by others. Cafe Concepts will assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Building, Health Depart. ordinances, Fire Depart., etc.) or changes by the owner, architect or any other person outside of Cafe Concepts with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Cefe Concepts. Using this plan is admit- tance that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis- sions have been reported to Cafe Concepts for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 02.27.15 SUBMITTAL PLANS DATE REVISION/ISSUE z n z L11 6 w Z w L.IJ w w N w � o 1/4" = 1'-0" EQUIPMENT LIST � W z DESCRIPTION Or a] p N Z 01 AIR CURTAIN 0 KEC 02 MOP SINK 1 KEC 03 FAUCET 1 KEC 03.1 MOP RACK/SHELF 1 KEC 04 WATER HEATER 1 OTHER 05 BAG N BOX 1 OTHER 06 CO2 TANK 1 OTHERS 07 ONE COMPARTMENT SINK 1 KEC 08 LOW LEAD COMPLIANT FAUCET 1 KEC 09 WALL SHELVES 18" X 36" 1 KEC 10 DRY STORAGE SHELVING LOT KEC 11 OFFICE DESK 1 OWN 12 SAFE 1 OWN 13 EMPLOYEE LOCKERS (WALL MOUNTED OR ON 6" LEGS) 2 KEC 14 SPARE NUMBER 15 SPARE NUMBER 16 3 COMPARTMENT SINK 1 KEC 17 PRE -RINSE 1 KEC 18 WALL SHELVES 18" X 36" 1 KEC t9 UNDERCOUNTER DISH MACHINE 1 KEC 20 SORTING SHELF 1 KEC 21 SPARE NUMBER 22 SPARE NUMBER 23 WALK-IN COOLER - SELF CONTAINED 1 KEC 24 SHELVING UNIT, WIRE, WALK-IN LOT KEC 25 WALK-IN FREEZER - SELF CONTAINED 1 KEC 26 SHELVING UNIT, WIRE, WALK-IN LOT KEC 27 PAN RACK 1 KEC 28 RACK 1 OWNER 29 EXHAUST HOOD 1 KEC 30 EXHAUST AND MAKE-UP AIR SYSTEM 1 KEC 31 FIRE SUPPRESSION SYSTEM 1 KEC 32 DECK OVEN - DOUBLE 1 KEC 32.1 GAS CONNECTOR 1 KEC 33 HAND SINK -WALL MOUNTED (W/ 6" SPLASH GUARDS) 2 KEC 34 WORK TABLE - 30% 60" 2 KEC 35 SLICER, FOOD 1 KEC 36 WALL SHELF 1 KEC 37 SPARE NUMBER 0 KEC 38 SPARE NUMBER 0 KEC 39 67" PIZZA PREP TABLE REFRIGERATED 2 KEC 39.1 WALL SHELF 1 KEC 40 WORK TABLE 24" X 30" 2 KEC 41 EXHAUST HOOD 1 KEC 42 EXHAUST AND MAKE-UP AIR SYSTEM 1 KEC 43 FIRE SUPPRESSION SYSTEM 1 KEC 44 GRIDDLE W/STAND 1 KEC 44.1 GAS CONNECTOR 1 KEC 45 WORK TABLE 48" X 36" 1 KEC 45.1 WALL SHELF 1 KEC 46 HOT FOOD WELL 1 KEC 47 93" PIZZA PREP TABLE REFRIGERATED WITH OVERSHELF 1 KEC 48 PASS SHELF 1 KEC 49 SPARE NUMBER 0 KEC 50 SPARE NUMBER 0 KEC 51 BEVERAGE REFRIGERATOR 1 OWN 52 WORK COUNTER 1 KEC 53 ICE MACHINE 1 KEC 54 ADAPTER 1 KEC 55 DRINK DISPENSER 1 56 WATER FILTER ASSEMBLY 1 KEC 57 TEA/COFFEE BREWER 1 LIPTON 58 FRONT COUNTER 1 KEC 59 SNEEZE GUARD LOT KEC 60 SOUP KETTLES 4 KEC 61 SALAD TABLE REFRIGERATED 1 KEC 62 P.O.S. SYSTEM & PRINTERS LOT KEC 62 CASHIER COUNTER 36" DEEP-W/10" BUILT-IN CHIP RACKE 1 KEC 63 CAPRIOTTI'S CHAIRS 24 KEC 64 TABLE TOP 2430 11 KEC 65 TABLE BASE, METAL, STANDARD HEIGHT 11 KEC 66 TABLE TOP 3008 0 KEC 67 TABLE BASE, METAL, DINING HEIGHT 0 KEC 68 CUSTOM MILLWORK COUNTER 1 OTHERS 69 TRASH RECEPTACLE 1 KEC 70 CAPRIOTTI'S STOOL 6 KEC p z � m U z w ¢ O M M BERNER KZN-1036A ZURN Z1996-24 KROWNE 16-127 ADVANCE TABCO K-245-X G.C. N.I.C. BY PURVEYOR N.I.C. BY PURVEYOR N.I.C. ADVANCE TABCO FC-1-1818-18R KROWNE 12-812L FOCUS FF1836G FOCUS SHELVING BY OTHERS N.I.C. BY OTHERS N.I.C. WIN-HOLT WL66 ADVANCE TABCO FC-3-1824-24RL KROWNE 17-109WL FOCUS FF1836G TBD ADVANCE TABCO DT-6R-11 NOR LAKE KLB7768-C FOCUS GREEN EPDXY NOR LAKE KLF7768-C FOCUS GREEN EPDXY ADVANCE TABCO PR18-3KS OWNER N.I.C. ACCUREX HOOD ACCUREX HOOD ANSUL BLODGETT 966 DORMONT 1675KIT48 ROYAL HS 12 SP ADVANCE TABCO KLG-305 GLOBE 360ON ADVANCE TABCO WS-15-60 BEVERAGE AIR DP67 ADVANCE TABCO CUSTOM ADVANCE TABCO KAG-302 ACCUREX HOOD ACCUREX HOOD ANSUL VULCAN MSA72 DORMONT 1675KIT48 ADVANCE TABCO KLG-364 ADVANCE TABCO CUSTOM WELLS SMPT-27 BEVERAGE AIR DP93 ADVANCE TABCO PA18-96 PEPSI N.I.C. ADVANCE TABOO HK-SS-366 SCOTSMAN C0522MA-1 ABS 629087907 PURVEYOR N.I.C. 3M ICE125S LIPTON CUSTOM MILLWORK ADM VOLRATH 7217755 BEVERAGE AIR SPE48-12 OTHERS N.I.C. CUSTOM MILLWORK DHC CH614-WO08 EDGEMOLD TT2430-GP1 EUKYA TB2222-K-00 EDGEMOLD TT3048-GPI EUKYA TB0522 CUSTOM MILLWORK RUBBERMAID ELECTRICAL REQUIREMENTS W N 2 C� J CD Z F < Of ELECTRICAL REMARKS 115/60/1 3/4 H.P. WIRE THROUGH DOOR SWITCH 208 12 KW 115/60/1 VERIFY VERIFY WITH SUPPLIER 208 22 AMPS VERIFY 115/60/1 1/2 H.P. SELF CONTAINED 115/60/1 1 H.P. SELF CONTAINED 120/60/1 SEE HOOD DRAWINGS. SEE ARCHTIECTS DRAWINGS. WIRE THROUGH WALL SWITCH. ELECTRICAL CONTRACTOR TO PROVIDE PULL STATION BOX 120/1 .600 KW CONVENIENCE OUTLET 120/1 7.0 AMPS NEMA 5-15P 115/60/1 14.0 AMPS NEMA 5-20P 120/60/1 SEE HOOD DRAWINGS. SEE ARCHITECTS DRAWINGS. WIRE THROUGH WALL SWITCH. ELECTRICAL CONTRACTOR TO PROVIDE PULL STATION BOX 120/1 .600 KW CONVENIENCE OUTLET 120/1 13,8 AMPS NEMA 5-15P 115/60/1 14.0 AMPS NEMA 5-15 P 115/60/1 5.0 AMPS 115/60/1 13.8 AMPS 120/60/1 20.0 AMPS VFY REQUIREMENTS W/ OSV 208/240/1 20 AMPS NEMA 5-15 CORD & PLUG 115/60/1 12.0 AMPS EA. NEMA 5-15P 115/60/1 5.0 AMPS 120/60/1 4.2 AMPS EMPTY CONDUIT FOR CABLES PLUMBING REQUIREMENTS WATER WASTE PLUMBING REMARKS F= IXL Q I— Z 00 F- Off J Z 00 a H U) � W N_ (/) U) 3 DW 2" 1/2„ 1/2„ 1» IW 1-1/2" IW TO FS BY PC 1/2" 1/2 DW 1-1/2" 1/2- 1/2" 1/2" IW 2" PLUMBING CONTRACTOR TO PROVIDE GAS SHUT OFF VALVE. 1/2» 1/2" DW 1-1/2" PLUMBING CONTRACTOR TO PROVIDE GAS SHUT OFF VALVE. 1/2" IW 1/2" CW THRU FILTER # 36, IW TO FS BY PC 1/2" IW 1" VFY REQUIREMENTS W/ OSV 1/4" FLEX WATER LINE, SHUT OFF ON WALL GAS REQUIREMENTS GAS a H 0 J O Z H Q m Y 0 _ (2) _ I I A. 1200,000 1 1 3/4" EQUIPMENTSCHEDULE 1 /4" = 1'-0" GAS REMARKS RECEIVED CITY OF TUKWILA MAR 17 2015 PERMIT CENTER SHEET INDEX SHEET NO. DESCRIPTION K1.1 EQUIPMENT PLAN AND NOTES K1.2 EQUIPMENT SCHEDULE K2.1 ELECTRICAL ROUGH -IN & IT ROUGH -IN PLAN K3.1 PLUMBING ROUGH -IN PLAN K4.1 FINISH PL ET K5.1 REFLECTE ILI ELEVATIONI All MM K6.1 APPROVED BY: Project Name and Address: Y s i" E; a. 3 17308 Southcenter Parkway Tukwilla, WA. 98188 This plan and the designs herein are the sole property of Cafe Concepts and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Cafe Concepts company officer. Any desired deviations to this plan must be approved in writing by Cafe Concepts before such work is done. It is the responsibility of anyone using this plan to read and become familiar with all information shown hereon including any list of notes. Measurements on this plan are from available Information. Cafe Concepts will not assume any responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confine all information on this plan with the job site. All information on this plan for the general contractor or the general con— tractor's subcontractors to perform (plumbing, electrical, curbs, walls, building openings, etc.) are for the sole purpose of equipment requirements; reference is made to the owner or architectural plans for engineering or listing of items not supplied by Cafe Concepts. Cafe Concepts will not assume any responsability for engineering thereof. All building work thereof shall be by the general contractor including all roughing —in and final connections and all runs to equipment and in— cluding all fittings or any other parts materials or labor for such work. If any such work is in Cafe Concepts contract, it will specifically be indicated on this plan; if it is not specifically indicated on this plan, it is not a part of Cafe Concepts contract and shall be provided by others. Cafe Concepts will assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (Including: Building, Health Depart. ordinances, Fire Depart., etc.) or changes by the owner, architect or any other person outside of Cafe Concepts with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Cafe Concepts. Using this plan is admit— tance that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis— sions have been reported to Cafe Concepts for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 02.27.15 SUBMITTAL PLANS DATE REVISION/ISSUE H zJ W w N �LU w w F- _ U r z w wU) w w V w W w U O U U W J O V) Q w M Z J � Y 3 0 0 cn 0 __3 EQUIPMENT ELECTRICAL NOTES: 1. F.S.E.C. PLANS ARE PROVIDED FOR THE SOLE PURPOSE OF INDICATING THE LOCATION OF OUTLETS, TYPE OF CONNECTION FOR EQUIPMENT AND ELECTRICAL LOAD. SUBCONTRACTORS MUST COMPLY WITH ALL CODES RELATED TO THE INSTALLATION, WIRING AND HOOK-UP OF EQUIPMENT. 2. GENERAL CONTRACTOR TO PROVIDE MAGNETIC STARTERS, DISCONNECTS AND THERMO- OVERLOAD PROTECTION ON ALL MOTORS AND/OR EQUIPMENT WHERE REQUIRED. 3. GENERAL CONTRACTOR TO CONNECT ALL ELECTRICAL EQUIPMENT AND FIXTURES AND DO ANY INTERNAL WIRING IN FIXTURES. 4. GENERAL CONTRACTOR TO SIZE ALL JUNCTION BOXES. GENERAL CONTRACTOR TO PROVIDE ALL JUNCTION BOXES, REFRIGERATION PULL BOXES AND ELECTRICAL CONVENIENCE OUTLETS IN WALLS. F.S.E.C. TO LOCATE ALL CONVENIENCE OUTLETS AND SWITCHES WHERE PART OF FIXTURE, BUT INTERNAL WIRING FOR SUCH BOXES TO BE INSTALLED AND SUPPLIED BY GENERAL CONTRACTOR. WHEREVER ACCESS IS NOT AVAILABLE FOR THE GENERAL CONTRACTOR TO RUN HIS LINES FROM JUNCTION BOXES TO END USAGE IN FIXTURE, THE F.S.E.C. IS TO INSTALL SUITABLE CONDUIT FOR THE RUNNING OF SUCH LINES. ALL CONVENIENCE OUTLETS IN WALL TO BE FLUSH WITH FINISHED WALL. GENERAL CONTRACTOR TO PROVIDE AND FIELD MOUNT ALL JUNCTION BOXES LOCATED IN ACCESS AREAS OF FIXTURES. 5. F.S.E.C. WILL CUT ACCESS HOLES TO CONVENIENCE OUTLETS IN BACKSPLASHES, ETC. BUT GENERAL .CONTRACTOR TO PROVIDE EXTENSION SHIELDS, IF REQUIRED. 6. GENERAL CONTRACTOR TO PROVIDE AND INSTALL REFRIGERATION CONDUIT LINES FROM FROM COMPRESSOR AREA TO PULL BOXES OR "STUB -UPS" AS INDICATED ON REFRIGERATION PLAN; CONDUIT TO BE ROUND TRANSITE (OR EQUAL) DIAMETER AS INDICATED, WITH MINIMUM BENDING RADIUS OF 24" AND NO FACTORY L'S PERMITTED. 7. ELECTRICAL CONTRACTOR TO CONNECT ALL COMPRESSORS AND BLOWER COILS COMPLETE WITH DISCONNECT SWITCHES AND MAGNETIC STARTERS, AS REQUIRED. 8. GENERAL CONTRACTOR TO PROVIDE POWER ON ROOF AND CONNECT EXHAUST FAN, MAKE-UP AIR FANS, HEATERS AND EVAPORATIVE COOLERS AND LOCATE SWITCHES WITH RED PILOT LIGHTS AS SHOWN ON F.S.E.C. ELECTRICAL PLAN SHEET K-4 OR AS DIRECTED BY HVAC CONTRACTOR. GENERAL CONTRACTOR SHALL CONNECT VAPOR -PROOF LIGHTS AS SHOWN ON F.S.E.C. ELECTRICAL PLAN K-4. DISCONNECT SWITCHES TO BE MOUNTED CONVENIENT TO EQUIPMENT ON ROOF. 9. GENERAL CONTRACTOR TO PROVIDE HOOK-UPS AND WIRING TO VAPOR -PROOF LIGHTS WALK-IN COOLER/FREEZER, COMPLETE WITH SWITCH WIRING LOCATED INSIDE AND OUTSIDE. SWITCHES TO HAVE RED BULL'S EYE SIGNAL, BY F.S.E.C., OR AS NOTED ON THIS SHEET. 10. GENERAL CONTRACTOR TO PROVIDE STAINLESS STEEL COVER PLATES FOR ANY FULLY OR PARTIALLY EXPOSED PULL BOXES AND/OR ELECTRICAL ACCESS BOXES AND TO PROVIDE STAINLESS STEEL COVER PLATES FOR ALL CONVENIENCE OUTLETS. 11. THE SYMBOLS ON THE ELECTRICAL PLAN ARE TO INDICATE LOCATION AND TYPE OF CONNECTION ONLY. GENERAL CONTRACTOR TO PROVIDE CIRCUITS AND CONDUIT RUNS, AS REQUIRED. 12. GENERAL CONTRACTOR TO PROVIDE CAPS AND CORDS FOR ALL ITEMS WHERE THEY ARE NOT STANDARD WITH MANUFACTURER AND SHORTEN ANY CORDS AND WIRING AS REQUIRED OR REQUESTED, I.E. FRYERS, TOASTERS, LIGHT FIXTURES, ETC. 13. WHERE THE SYMBOLS *`_b ARE INDICATED FOR A SOLID CONNECTION, GENERAL CONTRACTOR TO PROVIDE A 4'-0" SECTION OF FLEX CONDUIT SHOULD BE STUBBED OUT AT THE PROPER LOCATION AND SHALL BE CONNECTED TO "J" BOXES LOCATED IN A CONVENIENT LOCATION ON EQUIPMENT AFTER EQUIPMENT HAS BEEN PLACED IN POSITION AND WILL CONTINUE UP TO ATTIC TO AN ACCESSIBLE "J" BOX. IF LOCAL CODES DO NOT PERMIT THIS METHOD, CONTACT THE F.S.E.C. IMMEDIATELY. 15. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL LOCKOUT DEVICES ON ALL BREAKERS FOR CLOCKS, REFRIGERATION, CONTROL WIRING, EXHAUST SYSTEM CONTROLS AND FIRE EXTINGUISHER SYSTEMS. 16. GENERAL CONTRACTOR TO VERIFY LOCATION OF GAS SOLENOID VALVES WITH PLUMBER. GENERAL CONTRACTOR TO SUPPLY POWER AT VERIFIED LOCATION. 17. ALL CONVENIENCE OUTLETS TO BE SET HORIZONTALLY. ALL 115 VOLT OUTLETS NOT DESIGNATED WITH SPECIFIC LOADS TO BE RATED AT 20 AMPS. ALL 208/230 VOLT OUTLETS NOT DESIGNATED WITH SPECIFIC LOADS TO BE RATED AT 40 AMPS. 18. ALL ELECTRICAL OUTLETS AND CONNECTIONS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SHOWN ON F.S.E.C. EQUIPMENT PLAN ONLY. SEE ARCHITECTS PLAN FOR FURTHER BUILDING ELECTRICAL REQUIREMENTS. 19. ALL HORIZONTAL DIMENSIONS ARE GIVEN FROM FINISHED WALL TO CENTER LINE OF OUTLET OR FROM CENTER LINE OF OUTLET TO CENTER LINE OF OUTLET, UNLESS OTHERWISE NOTED. CENTER LINE OF OUTLET, UNLESS OTHERWISE NOTED. ALL OUTLETS ALL OUTLETS NOTED up+12" OF up+24", ETC. TO STUB OUT OF WALL AT HEIGHT GIVEN. HEIGHT OF OUTLET IS GIVEN FROM FINISHED FLOOR (NOT TOP OF FINISHED CURB) TO CENTER LINE OF OUTLET. OUTLETS NOTED "STUB -UP" OR "STUB -OUT" OF FINISHED FLOOR AT LOCATION SHOWN, AND TO STUB UP MAXIMUM 4" ABOVE FINISHED FLOOR OR CURB. 20. ALL ELECTRICAL POWER NOT OTHERWISE NOTED TO BE SINGLE PHASE. 21. GENERAL CONTRACTOR TO PROVIDE POWER AT COMPRESSOR AREAS FOR COMPRESSORS (FOR EXACT LOCATION, CHECK WITH ARCHITECT) AS LISTED ON SCHEDULE SHEET K-2 AND REFRIGERATION PLAN. IF AUTOMATIC DEFROST SYSTEMS ARE USED FOR WALK-IN FREEZERS, PROVIDE A FIVE WIRE COLOR CODED SERVICE FROM COMPRESSOR TO BLOWER COIL AS DETAILED ON REFRIGERATION PLAN. 22. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL "FUSED AND/OR NON -FUSED DISCONNECTS, AS REQUIRED BY LOCAL CODES. 23. GENERAL CONTRACTOR TO PROVIDE AND INSTALL VAPOR -PROOF LIGHTS AND SWITCHES FOR HOOD, AND CONDUIT TO HOOD LOCATION, UNLESS OTHERWISE INDICATED. Block 66 Homerun for Category 5 Telephone Patch Pancl - _ Homerutn for Cate ory 5 Comp>ttet Quadplex Outlets I BOH computer Wall Jack RJ-=lti G Quadplex. Outlet Tcrtninal l Wall Mack R.I-45 (4) -_ Quadplex Outlet - Terminal 2 "'all :lack RJ 45 (4) Duplex Otttlet k-lc�t Printer .. _ Jack RJ- ¢ ( _......__... Wall ...�..�.�... W—.._ _ Duplex Outlet Cold Printer Wall .lacy RJ-45 (1) _ IcnS Duplex Outlet WallJack RJ-45 (1) Quadplex Outlet MF=P W all .Jack RJ-45 (2) 1 Quadplex Outlet .W_....__- Tenrunal 3 Wall Jack.RJ-45 (4) I L3Ltl')lex Outlet Salad/Soup Printer i Wall Jack RJ-45 (1 ) 1P Usage at C°apTio jls Last ' Network octet'i Deviee 10.25 3.10. 100 13OH Computer: 10.253.10. 101 T crtT�lffal 10,253.10.102 1`ermina13 10.253,10. 103 T'etin nal 3 10.253.10. 104 IDS 10. 5110. 105 Fv1FP ... 1t.1,2�>.1d.1. I06 Rf 4crved I 1 f;3.253 10. 107 Reserved 2 10.253.10. 108 Reserved 3 10.253.10. 109 iResen,ed 4 OUTLET +18" OUTLET +18" 47 +22" 34 909 ENTRANX? ®®® FERVININ-1-4 I.' I N 71911k � , Imm m 9 V)o 35 3'-10" EXISTING EXISTING EXISTING DESK 29 I 0- m N V) N+ 60 00 I S-8" 1 0. 04 Ua� OUTLET +18" OUTLET +18" OUTLET +18" ELECTRICAL ROUGH - IN PLAN SCALE 1 /4" = 1'-0" ELECTRICAL IT ROUGH - IN PLAN SCALE 1/4" = 1'-0" ELECTRICAL SYMBOLS SYMBOL DESCRIPTION REMARKS F� WALL MOUNTED SINGLE PURPOSE RECEPTACLE (FLUSH WITH FINISHED WALL ) WALL MOUNTED DOUBLE PURPOSE RECEPTACLE (FLUSH WITH FINISHED WALL ) b WALL MOUNTED JUNCTION BOX (FLUSH WITH FINISHED WALL ) D WATERPROOF FIXTURE MOUNTED JUNCTION BOX. �D DROP CORD (FROM CEILING TO 6 FEET ABOVE FINISHED FLOOR) FE;e- ELECTRICAL POWER SWITCH. °--O EMPTY CONDUIT FOR COMMUNICATION CABLING (VERIFY POINT OF ORIGIN WITH ARCHITECT) RECEIVED CITY OF TUKWILA ELECTRICAL EXTENSION (FROM ROUGH -IN TO EQUIPMENT POINT OF CONNECTION) MAR 17 2015 $ WATERPROOF FIXTURE MOUNTED SINGLE PURPOSE RECEPTACLE. PERMIT CENTER WATERPROOF FIXTURE MOUNTED DOUBLE PURPOSE RECEPTACLE. PRE -WIRED EQUIPMENT TO J-BOX AND/OR SUB -PANEL BY K.E.C. 0-4 TELEPHONE JACK ROUTER PATCH PANEL a N M 00 M N w 0 M DD M N 0 9N 0 a -x ao 00 N a, ed U an C rx CIS N w M O M APPROVED BY: Project Name and Address: 17308 Southeenter Parkway Tukwilla, WA. 98188 This plan and the designs herein are the sole property of Cafe Concepts and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Cafe Concepts company officer. Any desired deviations to this plan must be approved in writing by Cafe Concepts before such work is done. It is the responsibility of anyone using this plan to read and become familiar with all information shown hereon including any list of notes. Measurements on this plan are from available information. Cafe Concepts will not assume any responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job site. All information on this plan for the general contractor or the general con— tractors subcontractors to perform (plumbing, electrical, curbs, walls, building openings, etc.) are for the sole purpose of equipment requirements; reference is made to the owner or architectural plans for engineering or listing of items not supplied by Cafe Concepts. Cafe Concepts will not assume any responsability for engineering thereof. All building work thereof shall be by the general contractor including all roughing —in and final connections and all runs to equipment and in— cluding all fittings or any other parts materials or labor for such work. If any such work is in Cafe Concepts contract, it will specifically be indicated on this plan; if it is not specifically indicated on this plan, it is not a part of Cafe Concepts contract and shall be provided by others. Cafe Concepts will assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Building, Health Depart. ordinances, Fire Depart., etc.) or changes by the owner, architect or any other person outside of Cafe Concepts with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Cafe Concepts. Using this plan is admit— tance that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis— sions have been reported to Cafe Concepts for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 02.27.15 SUBMITTAL PLANS DATE REVISION/ISSUE J Q U_ U z W J J � W z 0 z = w LL1Q N I- Z _ � _ U V) � Q w U Z L) 0 X J W J of LLI L : 0 w � a z F- Z Q 0 o W EQUIPMENT PLUMBING NOTES: 1. F.S.E.C. PLANS ARE FOR THE SOLE PURPOSE OF INDICATING THE LOCATION OF OUTLETS AND EQUIPMENT REQUIREMENTS. PLUMBING MUST COMPLY WITH ALL APPLICABLE CODES. 2. ALL PLUMBING OUTLETS AND CONNECTIONS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SHOWN ON F.S.E.C. FLOOR PLAN, ONLY. FOR ADDITIONAL FLOOR DRAINS AND BUILDING PLUMBING REQUIREMENTS, SEE ARCHITECT, GENERAL CONTRACTOR OR OWNER. 3. ALL HORIZONTAL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF FINISHED WALL TO CENTERLINE OF OUTLET OR FROM CENTERLINE OF OUTLET TO CENTERLINE OF OUTLET, UNLESS OTHERWISE NOTED ON PLAN OR DETAILS. 4. ALL SYMBOLS NOiLD up+18", up+36", ETC. TO STUB OUT OF WALL (MINIMUM OF 4") AT HEIGHT INDICATED. HEIGHT IS GIVEN FROM FINISHED FLOOR (NOT FINISHED CURB) TO CENTERLINE OF OUTLET. ALL OUTLETS NOTED "STUBUP" OR "STUBOUT" TOP OF FINISHED FLOOR, OR FINISHED CURB, AS THE CASE MAY BE, A MAXIMUM OF 4" SO AS NOT TO INTERFERE WITH THE INSTALLATION OF FIXTURES. CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOBSITE. 5. ALL FLOOR SINKS HALF IN OR HALF OUT OF CURB TO BE FLUSH WITH FINISHED FLOOR ALL FULLY OR PARTIALLY EXPOSED FLOOR SINKS PROVIDED FLOOR SINKS HAVE BEEN LOCATED WITH THE ASSUMPTION THAT THEY WILL BE SET FLUSHED WITH THE FINISH FLOOR (UNLESS OTHERWISE NOTED) IN THE EVENT LOCAL CODES REQUIRE FLOOR SINKS TO BE ABOVE OR BELOW FINISHED FLOOR LEVEL, GENERAL CONTRACTOR SHALL COMPLY WITH LOCAL CODES, AND NOTIFY F.S.E.C. IMMEDIATELY. 6. GENERAL CONTRACTOR TO CONNECT ALL WATER LINES, GAS LINES (FIRE SYSTEM SOLENOID), WASTE LINES, ETC. FOR SINKS, DISHWASHERS, ETC. AND RUN DRAIN LINES FROM ALL REFRIGERATED UNITS, ICE SINKS, ETC. (SEE NOTE #7) TO FLOOR SINKS AND DIRECT OR INDIRECT WASTE LINES y TO BE NOT SMALLER THAN NIPPLE OF FIXTURE ITSELF. 7. GENERAL CONTRACTOR TO PROVIDE INSULATED DRAIN LINES FROM ALL ICE STORAGE SINKS/PANS TO PREVENT DRAIN FROM SWEATING WITHIN FIXTURE. 8. GENERAL CONTRACTOR TO PROVIDE THE FOLLOWING ITEMS: Cl. GATE VALVES ON ALL WATER AND GAS LINES, AND WADE SHOCK STOPS (MODEL #W5 OR EQUAL) ON GLASS FILLERS AND DISHWASHERS. b. ALL FAUCETS FOR SINKS UNLESS OTHERWISE NOTED (TO BE SUPPLIED AS SPECIFIED). C. ALL VALVES, TRIMS AND PRESSURE REGULATORS NECESSARY TO CONNECT ALL LINES. d. TEMPERATURE AND PRESSURE SAFETY RELEASE VALVES FOR HOT WATER BOOSTER AND STEAM SYSTEMS, IF USED. e. NECESSARY WATER LINES, DRAIN LINES (AS REQUIRED) ON ROOF FOR MAKE-UP AIR SYSTEM. FOR LOCATION AND EXHAUST REQUIREMENTS, SEE ARCHITECT AND/OR HVAC CONTRACTOR. f. BACKFLOW PREVENTION DEVICES, AS REQUIRED BY CODE. g. DILECTIC COUPLERS, WHEN CONNECTING GALVANIZED IRON PIPE TO COPPER. 9. F.S.E.C. RECOMMENDS A RECIRCULATING HOT WATER SYSTEM BE PROVIDED FOR DISHWASHING MACHINE. DISHWASHING MACHINE REQUIRES GPH OF DEGREE HOT WATER @ FLOW PRESSURE. VERIFY WITH ARCHITECT, GENERAL CONTRACTOR OR OWNER AND MAKE PROVISIONS FOR ADEQUATE WATER SUPPLY ACCORDINGLY, 10. GENERAL CONTRACTOR TO PROVIDE HARD TUBING DRAIN LINE (SEE NOTE 6) 1'-6" DOWN FROM FINISHED CEILING IN WALK-IN (AT BLOWER COILS IN WALK-IN REFRIGERATOR AND WALK-IN FREEZERS), 45 DEGREE ELBOW FROM COIL AT A MINIMUM FALL OF 2" PITCH PER 1'-0" TO FLOOR SINK. DRAIN LINES MUST BE OUTSIDE OF INSULATION TO PREVENT FREEZING IN LOW TEMPERATURE BOXES AND "P" TRAPS MUST BE FORMED IN FREEZER COIL DRAIN LINE OUTSIDE OF FIXTURE AT OR OR NEAR FLOOR SINK. STUB OUT AT 18" AT EACH END. 11. SPARE 12. WASTE LINE ON SOME DISHWASHERS ARE AS LOW AS 7" (FROM CENTERLINE OF DRAIN) ABOVE FINISHED FLOOR LEVEL. GENERAL CONTRACTOR MUST VERIFY HEIGHT OF DISHWASHER DRAIN AND MAKE ADEQUATE PROVISIONS FOR "P" TRAP (IF NECESSARY "P" TRAP TO BE SET IN FLOOR). 13. WATER PROVIDED TO COFFEE URNS OR COFFEE MAKERS MUST NOT FEED OFF WATER SOFTENERS, UNLESS OTHERWISE DIRECTED. 14. GENERAL CONTRACTOR TO VERIFY METHOD AND LOCATION OF REFRIGERATED DISPLAY CASES (WALL MOUNTED) DRAIN IN WALL WITH F.S.E.C. BEFORE WALLS ARE PLASTERED AND EQUIPMENT IS INSTALLED. 15. ALL WORK SHOWN ON FIXTURE PLUMBING PLAN AND OUTLINED IN ABOVE NOTES TO BE PERFORMED BY GENERAL CONTRACTOR UNDER BUILDING CONTRACT. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO SEE THAT HIS PHASE OF WORK MEETS AND IS INSTALLED IN ACCORDANCE WITH STANDARDS REQUIRED BY ALL GENERAL STATE AND FEDERAL LAWS (INCLUDING HEALTH CODES) AND ANY AND ALL CODES PECULIAR TO THE MUNICIPALITY OF AREA WHERE JOB IS BEING INSTALLED. GAS SYMBOLS SYMBOL DESCRIPTION REMARKS S= GAS LINE PLUMBING SYMBOLS SYMBOL DESCRIPTION REMARKS COLD WATER 0-I+ HOT WATER a' DIRECT WASTE (WALL) O DIRECT WASTE (FLOOR) DIRECT CONNECTION FROM ROUGH -IN TO EQUIPMENT POINT OF CONNECTION —� INDIRECT WASTE FROM EQUIPMENT TO FLOORSINK FLOORSINK (HALF GRATE) ®®® ®®® 0 0 ® 0 1:50 r(o 1:50 53 55 OUP +15" 05 TLL 00 -0 '0 WASTE +15 08 03 EXISTING rr KEC IS OT RESPONSIBLE FOR Y ADDITIONAL VENTING ASE TRAPS CAL CODES 10 EXISTING 1:50 02 EXISTING DESK 571, 55 A CONDUIT DETAIL ACCESSIBLE ATTIC SPACE FINISH CEILING FINISH WALL APPROVED CONDUIT IN WALL of Q FIN. FLR.---� JL S PLUMBING ROUGH - IN PLAN RECEIVED CITY OF TUKWILA 201111111111111,,,, SCALE 1 /4" = 1'-0" APPROVED BY: Project Name and Address: r M d s a 17308 Southcenter Parkway Tukwilla, WA. 98188 This plan and the designs herein are the sole property of Cafe Concepts and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Cafe Concepts company officer. Any desired deviations to this plan must be approved in writing by Cafe Concepts before such work is done. It is the responsibility of anyone using this plan to read and become familiar with all information shown hereon including any list of notes. Measurements on this plan are from available information. Cafe Concepts will not assume any responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job site. All information on this plan for the general contractor or the general con— tractors subcontractors to perform (plumbing, electrical, curbs, walls, building openings, etc.) are for the sole purpose of equipment requirements; reference is made to the owner or architectural plans for engineering or listing of items not supplied by Cafe Concepts. Cafe Concepts will not assume any responsability for engineering thereof. All building work thereof shall be by the general contractor including all roughing —in and final connections and all runs to equipment and in— cluding all fittings or any other parts materials or labor for such work. If any such work is in Cafe Concepts contract, it will specifically be indicated on this plan; if it is not specifically indicated on this plan, it is not a part of Cafe Concepts contract and shall be provided by others. Cafe Concepts will assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Building, Health Depart. ordinances, Fire Depart., etc.) or changes by the owner, architect or any other person outside of Cafe Concepts with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Cafe Concepts. Using this plan is admit— tance that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis— sions have been reported to Cafe Concepts for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 02.27.15 SUBMITTAL PLANS DATE REVISION/ISSUE Q Z J Q (D Z F— w °° o w M M Z z O U) w U Q O w w (Zj U W J O = vi Q Q LLI J Z H v> 0 z o a Vvi m o Capriotti's Sandwich Shop Inc. (866) 959-3737 MATERIALS SCHEDULE 3/4/2015 SPEC # Walls Location Estimated Quantity Description of Material - -- —------------ Unit Manufacturer - _.__ _._. BRK-01 Brick Veneer F.O.H. G.C.to verify ft. needed I(CB-418953) High Desert Used Brick 10'sq per carton Boral GRT-02 Mortar/ Grout F.O.M. Grout #30 Sand Beige per bag Laticrete Mortar/ Grout alternative F.O.H Grout #201- Oak per bag Cemex FRP-01 FRP Panel - - B.O.H. G.C.to verify ft. needed Pebble Washable White Sheet 4x10 Marlite FRP-02 ;FRP End cap Trim B.O.H. G.C.to verify ft. needed Vinyl -white per 10' strip Marlite FRP-03 FRP Division Bar _ B.O.H. G.C.to verify ft. needed Vinyl -white per 10' strip Marlite FRP-04 FRP Inside Corner B.O.H. G.C.to verify ft. needed !Vinyl -white per 10' strip Marlite FRP-05 FRP Outside Corner B.O.H. G.C.to verify ft. needed Vinyl-wtlite per 10' strip Marlite FRP-06 FRP Panel F.D.H. G.C.to verify ft. needed 171S Mahogany Class C 4'x8' sheet Marlite FRP-07 FRP End cap Trim I F.O.H. G.C.to verify ft. needed Aluminum Trim - Silver 8' stick Marlite FRP-08 FRP Division Bar F.O.H. G.C.to verify ft. needed Alurr1lnum Trim -Silver 8' stick Marlite FRP-09 - FRP inside Corner _ ....m... _. _ F.O.H. G.C.to verify ft. needed _... -- y Aluminum Trim m - Silver stick Marlite M FRP10 FRP Outside Corner 1 F.O.H. _. G.C.to verify ft. needed _ .,._......_-, - Aluminum Trim - Silver 8' stick Marlite FRP11 FRP Grizel 4 x8 Panel .. I F.0.H.. G. C. to verify ft. needed 211 Grizell Class C 4' x 8' Marlite S.S. panels to match hood wrap panels as SS-01 Stainless steel wall panels:. F.O.H. G.C.to verify ft. needed wall finish FOH kitchen 4' x 10' or 4' x 8" ' Local source SS-02 S.S. Metal Corner Guard- F.O.H. G.C.to verify ft. needed 1 1/2" brushed metal corner guard TBD 8-10" Marlite or equiv. Dimensions determined GRAPHICS-01 Hand Painted Script F.O.H. to brick length Capriotti's on brick veneer wall approx 20' TBD FAUX -01 Custom faux finish walls F.O.H./RR - Silver and Pewter finish to walls TBD - Modern Masters PT-01 Paint 1 FOH/RR Prep for Faux 01 SW7072 satin finish 2 coats TBD Sherwin Williams PT 02 Paint 2 RR SW7072 - Semi -Gloss. Enamel TBD Sherwin Williams PT-03 -- Paint 3 -__ - :......_....... B.O.H. ......__ ..... -.___ __— ._.._ Extra White SW7006 TBD Sherwin Williams PT-06 Paint 6 F.O.H. ........ _..._. _...._.... — _.___ ..._....._ .......... Black Enamel Satin Finish "SW6993 .._....... __—___ _. TBD .._._ Sherwin Williams PT-07 Paint 7 CEILING SW7071 Satin finish for lighter ceiling TBD Sherwin Williams WD-01 Wainscot Plank F.O.H. G.C.to verify ft. needed Custom Finished B-board wainscot 16" x 96" Marlite WD-02 Wainscot Cap Rail F.O.M. G.C.to verify ft. needed 1" x 4" Marlite custom chair rail Linear ft. Marlite WD-05 Inside Corder F.O.H. G.C.to verify ft. needed Harmonizing inside corner trial 8' length Marlite CT -01 Counter Top POS and Expedite F.O.H, G.C.to, verify ft. needed Silver Chalice #8021 Field measure Dal Tile LAM-02 Laminate for table taps F.O.H. Match to tabletop & POS if specified TBD Wilsonart FLOOR-02 Porcelain Plank tile FOH/RR G.C.to verify ft. needed Bronzo Metal Wood 4 x24 lobby & RR 4'' Y. 24"° Arizona Tile GROUT-01 Grout for Porcelain floor FOH/RR Minimal grout to fill butt joints Arizona Tile QT-01 Quarry Tile BOH G.C.to verify ft_ needed Kitchen quarry the Diablo Red 6" x6" Wx6" x 1/2" thick Dal Tile QT-02 Quarry Tile corner cove BOH - G.C.to verify ft. needed Corner file 1" x 5" Diablo Red Dal Tile QT-03 Quarry Tile Cove Tile BOH G.C.to verify ft. needed Cove Tile 5°" x 8" Diablo Red Dal Tile QT- Grout Grout for kitchen quarry the use "dark" colored grout RB-01 Cove base in lobby F.O.H. G.C.to verify ft. needed 4" Black rubber cove base- linear ft Johnsonsite RB-02 Cove base 6" RR/ BOH G.C.to verify ft. needed 6" Black rubber cove base for restrooms linear ft Johnsonite CB-01 Ceramic cove base RR/FOH G.C.to verify ft. needed 4" or C" ceramic Matte Black cave base linear ft Daltile CEILING - Washable 2'x2' & 2'x4' the with - National Gypsum or ACT-01 white grid BOH G.C.to verify ft. needed Smooth washable white vinyl TBD equivilant Accoustical 2' x 2' the with write Armstrong or ACT-02 grid ; FOH G.C.to verify ft. needed Acoustical white vinyl tile TBD equivilant LIGHTING 18" base black finish with wire and glass Hi-Lite Mfg. or LIGHT- 01 Dining room pendant light FOH guard TBD similar Dining room gooseneck wall Hi -Cite Mfg. or LIGHT-02 light FOH 10" wall mounted black finish lamps TBD similar ;Track light to "sprat" Capriotti's script on LIGHT-03 Track light FOH brick wall TBD Local Source 8" Recessed Can Dawn Light .. FOH/RR Dining area and restrooms white trim c- layout Local Source 8" Recessed Wall Wash Down .. ._ _ Light FOH Wall wash on brick and logo only c-layout Local Source 8" Recessed Can w/ impact Resistant Lamp FOH FOH over any food preperation area c-layout Local Source _ 2" x 4' Fluorescent Troffer BOH - - - - _ BOH kitchen area -- c-layout __ - ... ...._.... Local Source F.O,H. Front of the House - B.O.H. Back of the House R.R. Rest Room -_ EXT Exterior FRP11-MARLITE 9RIZELL 4 X 8 SHEETS COUNTER01-LG HAUSYS VIATERA QUARTZ WD01 @ 48" AFF ON WALLS ROOM NAME I FLOOR BASE 0 1 SERVICE 2 SODA AREA 3 CUSTMR AREA 4 PREP AREA 5 RESTROOM 6 WALK-IN COOLER 7 WALK-IN FREEZER ~ W ~ �' w vn x z LL-I tZ I— U C� w Cn X X X X X X X J ~ W C/) I ~ w v) LILJ IZ Q Q LLJ z_ U C1 cr) X X X X X X X WALLS J F-- C/) z_ Q c� w n J � z Q n li Q z Iz w I— W Li U C/ ) X X X X X X X X X NOTE: 1. COVE BASE WILL HAVE A MINIMUM 8" RADIUS AND 6" HEIGHT. NO RUBBER BASE ALLOWED IN THE SERVICE AREAS, FOOD PREP AREAS, UTENSIL WASHING AREAS, RESTROOMS, WALK-IN COOLERS AND JANITORIAL AREA 2. FLOORS WILL NOT BE PAINTED 3. ALL WALLS & CEILING (EXCEPT IN CUSTOMER AREA) SHALL BE SMOOTH, DURABLE, NON -ABSORBENT, AND WASHABLE AND OF LIGHT COLOR WITH LIGHT REFLECTANCE VALUE OF 70% OR GREATER (GLOSS OR SEMI -GLOSS). CEIL'G J C- m (-D = z x ci- xQ Q cV CD N 3�: CT) X X X X X X X STAINLESS STEEL WALL FLASHING BEHIND HOODS, INCLUDED IN KEC HOOD PACKAGE INSTALL BY GC RB-01 CT-o1 WD-01 FLOOR-02 m of � m 0 0 I I o o 0 �o �o O O co I LeLl "0-11� I WD-01 CT-01 COUNTER 01 UARTZ TOP FRP-11 EN WALL —BRUSHED VERIFY WITH J.KANELS I RP-01 QT-01 QT-03 �1 0n FAUX-01 ' PT-01 FAUX-01 PT-01 0 F- CL I m EXISTING l l DESK �lo JAV RECEIVED CITY OF TUKWILA 2015 :' TER N dt M 00 M N w M 00 M N p., -X- 00 00 CIS CIS aio 0 U c�C W M O M APPROVED BY: Project Name and Address: U O U U U E 0 b 17308 Southcenter Parkway Tukwilla, WA. 98188 This plan and the designs herein are the sole property of Cafe Concepts and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Cafe Concepts company officer. Any desired deviations to this plan must be approved in writing by Cafe Concepts before such work is done. It is the responsibility of anyone using this plan to read and become familiar with all information shown hereon including any list of notes. Measurements on this plan are from available information. Cafe Concepts will not assume any responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job site. All information on this plan for the general contractor or the general con— tractors subcontractors to perform (plumbing, electrical, curbs, walls, building openings, etc.) are for the sole purpose of equipment requirements; reference is made to the owner or architectural plans for engineering or listing of items not supplied by Cafe Concepts. Cafe Concepts will not assume any responsability for engineering thereof. All building work thereof shall be by the general contractor including all roughing —in and final connections and all runs to equipment and in— cluding all fittings or any other parts materials or labor for such work. If any such work is in Cafe Concepts contract, it will specifically be indicated on this plan; if it is not specifically indicated on this plan, it is not a part of Cafe Concepts contract and shall be provided by others. Cafe Concepts will assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Building, Health Depart. ordinances, Fire Depart., etc.) or changes by the owner, architect or any other person outside of Cafe Concepts with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Cafe Concepts. Using this plan is admit— tance that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis— sions have been reported to Cafe Concepts for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 02.27.15 SUBMITTAL PLANS DATE REVISION/ISSUE z Q W 1= zIse w z W o- w U d O U W LLJ (Zj U W J 3: O cn Q � J w -.1a_ z H LLI 0 3: 0 v vi 0 CEILNG & LIGHT FIXTURE SCHEDULE SYMBOL FIXTURE DESCRIPTION VOLTS MOUNTING / NOTES 2-TUBE RECESSED 2x4 FLUOR.FIXTURE 2x4 SECURE PER LOCAL CODE LAY -IN SHATTERPROOF ACRYLIC LENS ELECTRONIC BALLAST 120 REQUIREMENTS 8" RECESSED CAN DOWN LIGHT NO O MANUFACTURER SPECIFIED, CONTRACTOR 120 TO VERIFY QTY.NEEDED 8" DIRECTIONAL RECESSED CEILING LIGHT NO MANUFACTURER SPECIFIED, 120 CONTRACTOR TO VERIFY QTY.NEEDED 8" RECESSED CAN DOWN LIGHT IMPACT RESISTANT LAMP NO MANUFACTURER 120 SPECIFIED, CONTRACTOR VERIFY QTY. COOPER LIGHTING / SURE-LITES EXIT POLYCARBONATE EMERGENCY 120 LED EXIT SIGN LPX70RWH F0 16" WALL SCONCE 120 OPENDANT LIGHTS 120 TRACK LIGHTS BY OWNER 120 '*ALL FIXTURES TO BE CENTERED ON TILE UNLESS DIM. OR SHOWN OTHERWISE *LIGHTS TO BE ON DIMMERS RECEIVED CITY OF TUKWILA MAR 17 2015 RMIT CENTER N M M N rn a X � w o i� 00 Q^� M � N h�l o N a 0 00 � 00 tin v n Cn U O 03 a� w M o M M z 0 Cn W APPROVED BY: Project Name and Address: s E 0 u u' u° E 0 O U 17308 Southcenter Parkway Tukwilla, WA. 98188 This plan and the designs herein are the sole property of Cafe Concepts and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Cafe Concepts company officer. Any desired deviations to this plan must be approved in writing by Cafe Concepts before such work is done. It is the responsibility of anyone using this plan to read and become familiar with all information shown hereon including any list of notes. Measurements on this plan are from available information. Cafe Concepts will not assume any responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job site. All information on this plan for the general contractor or the general con— tractors subcontractors to perform (plumbing, electrical, curbs, walls, building openings, etc.) are for the sat r.imose of equipment requirements; reference is made to the owner or architectural plans for engineering or listing of items not supplied by Cafe Concepts. Cafe Concepts will not assume any responsability for engineering thereof. All building work thereof shall be by the general contractor including all roughing —in and final connections and all runs to equipment and in— cluding all fittings or any other parts materials or labor for such work. If any such work is in Cafe Concepts contract, it will specifically be indicated on this plan; if it is not specifically indicated on this plan, it is not a part of Cafe Concepts contract and shall be provided by others. Cafe Concepts will assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Building, Health Depart. ordinances, Fire Depart., etc.) or changes by the owner, architect or any other person outside of Cafe Concepts with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Cafe Concepts. Using this plan is admit— tance that all information an this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis— sions have been reported to Cafe Concepts for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 02.27.15 SUBMITTAL PLANS DATE REVISION/ISSUE U Z Z Q ZLU U (D W w W Z = U_ J z ��U W W I- w U Q O U O ct W W (z') W Q U W J U Q z � Y H W 0 Z � 0 U (n m 0 7 --STORAGE SHELVING FS TORAGE SHELVING ALL BACKING F—S/S SHELF HAND SINK REP SIN al u JANITOR SHELF/MOP J=T F--IJANITOR SINK WALL BACKIN PRE —RINSE S/S SHELF 3 COMP SINK WALL BACKIN SORTIN SHELF Li LJ 0 000 000 DISHMACHINE 000 WJ S/S ENCLO SIDE OF W1 PART OF W INSTALLED I S/S ENCLOSURE PANELS FROM TOP OF WALK-IN TO CEILING. PART OF WALK-IN ASSEMBLY. INSTALLED BY K.E.C. ;URE PANELS FROM LK-IN TO WALL. ELK -IN ASSEMBLY. IY K.E.C. PRESSURE p VENT PRESSURE VENT � LIGHT SWITCH e LIGHT SWITCH S/S ENCLOSURE PANELS FROM SIDE OF WALK-IN TO WALL. PART OF WALK-IN ASSEMBLY. INSTALLED BY K.E.C. OOD ---OVEN ® o 0 0 0 0 c � o 0 o c 0 PREP SCALE JANITOR SCALE SCULLERY SCALE WALK-IN COOLER/FREEZER SCALE OVEN COOKING SCALE 1 /2 = 1 -0 1 /2 = 1 -0 1 /2 = 1 -0 1 /2" = 1'-0" 1 /2„ = V-0" STAND COOKING/SANDWICH PREP SCALE 1 /2" = V-0" /S TABLE /S TABLE FS BREADS BREADS BREADS BREADS ANDWICH UNIT --- --- BREADS BREADS SANDWICH PREP AN SCALE 1 /2" = 1'-0" FRONT CASHEIR COUNTER SCALE FRONT SOUP COUNTER SCALE 1 /2 = 1 -0 1 /2 = 1 -0 W, 1 1/2 18 GA. 430 S/S CABINET BODY & SHELVES DRINK COUNTER W/ S/S ADJ. BULLET FEET N M 00 M N d- o� � X w VD oMo G> M N U G1r ^ 00 00 � N V1 U 4� v 01' W M }- m O Z U N W APPROVED BY: Project Nam=d Address: 17308 Southcenter Parkway Tukwilla, WA. 98188 This plan and the designs herein are the sole property of Cafe Concepts and may not be reproduced, changed a used by anyone, in part or whole, without the written permission of a Cafe Concepts company officer. Any desired deviations to this plan must be approved in writing by Cafe Concepts before such work is done. It is the responsibility of anyone using this plan to read and become familiar with all information shown hereon including any list of notes. Measurements on this plan are from available information. Cafe Concepts will not assume any responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job site. All information on this plan for the general contractor or the general con— tractors subcontractors to perform (plumbing, electrical, curbs, walls, building openings, etc.) are for the sole purpose of equipment requirements; reference is made to the owner or architectural plans for engineering or listing of items not supplied by Cafe Concepts. Cafe Concepts will not assume any responsablity for engineering thereof. All building work thereof SCALE shall be by the general contractor including all roughing —in and final connections and all runs to equipment and in— cluding all fittings or any other parts materials or labor for 1 /2r' = 1—Orr such work. If any such work is in Cafe Concepts contract, it will specifically be indicated on this plan; if it is not specifically indicated on this plan, it is not a part of Cafe Concepts contract and shall be provided by others. Cafe Concepts will assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Building, Health Depart. ordinances, Fire Depart., etc.) or changes by the owner, architect or any other person outside of Cafe Concepts with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Cafe Concepts. Using this plan is admit— tance that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis— sions have been reported to Cafe Concepts for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. lo kiTc p W .¢ ♦ 15TE PONY WALL SECTION 02.27.15 SUBMITTAL PLANS DATE REVISION/ISSUE iiiiimo) U) J Q f-- W 0 Z 0 H- 6 w f]] i= L1J _ z w w W i; A � w U d � O U w U W 3: Obj J Q w Z Q H 0 z 0 U