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Home My WebLink AboutPermit D19-0207 - JOLLIBEE - KITCHEN RENOVATIONJOLLIBEE 1372 SOUTHCENTER MALL FINA L ED 10/06/2020 D19-0207 tn Parcel No: Address: �~^�«x ~~� Tukwila v~K�� x�o u K�m^m��oa Department of Community Development 63OVGnuthcenterBoulevard, Suite #1OO Tukwila, Washington 981QD Phone: 206'431-3670 Inspection Request Line: 2VG'438-93SU Web site: http://www,TukwilaWA.gov 9202470090 Project Name ]OLUBEE DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: uandvc Name: Address: WESTFIELD PROPERTY TAX DEPT POBOX l3O94O'CARB8AD O\ 92013 10OOCORPORATE CENTER DRSUITE CORE CONSTRUCTION BUILDING INC 843547TMAVE S.SEATTLE,WA, 98118 HOVEYBEE FOODS CORP l6125EVALLEY ULVD,INDUSTRY, CA, 91744 Phone: (626)288'6898 Phone: (206)883'3037 Expiration Date: 5/3/2021 DESCRIPTION OF WORK: KITCHEN RENOVATION WHICH ALSO INCLUDES NEW EQUIPMENT, NEW WALLS AND NEW INTERIOR FINISHES. Project Valuation: $120,000l0 Type of Fire Protection: Sprinklers: NO Fire Alarm: Type ofConstruction: U8 Electrical Service Provided by: TUKWILA Fees Collected: $3,021.09 Occupancy per IBC: A-2 Water District: TUKW|LA Sewer -District: TUKWILA Current Codes adopted bythe City nfTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: National Electrical Code: VV4Cities Electrical Code: vV4CZ96-46D: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: [hanne||zadon/5triping: [urb[ut/4ccess/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OvpsizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: O Number: 0 Permit Center Authorized Signature: %—]A~)m2-d I hearby certify that I have read and examined this permit and know the sarne 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 nfthis permit does not presume togive authority toviolate orcancel the provs�jonsofany other state orlocal laws regulating construction orthe performance nfwork. |amauthorized tosign and obtain this development permit andiagr pe to the conditions attached to this permit. Signature: Print Name: � _T 01,11 Date: This permit shall become null and void ifthe work isnot commenced within l80 days for the date ofissuance, orJ the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 5: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated atone extinguisher for each 1,500sq. ft. of area. The extinguisher(s) should he of the "All Purpose" (3A,4OB.qdry chemical type. Travel distance toany fire extinguisher must be75'orless. (|F[ 9O63)(NFPAD\l4) 6: Po�ab|z�mex�ngvisheoshall beprovided within a3O'hpnt(9144nnnn)travel distance ofcommercial-type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by Class Krated portable extinguisher. (|F[904.lZ.5) l: Portable fire extinguishers, not housed in cabinets' shall be installed on the hangers orbrackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having agross weight not exceeding 4O pounds (I8kg) shall beinstalled snthat its top isnot more than 5feet (l524mm)above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top isnot more than 3.5feet (l007mm) 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). (|FC90G.7and |FC 906.9) Z: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall bealong normal paths nftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of 37: All rack storage requires aseparate permit issued through the City ofTukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage orbracing shall beprepared byaregistered professional engineer licensed inthe State cfWashington, Periodic special inspection isrequired during anchorage ufstorage racks 8feet urgreater inheight, 38: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 39: 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 onsatisfactory completion ofthis requirement. 40: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City nfTukwila Building Department (ZO6-431,307O). 41: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 42: VALIDITY OFPERMIT: The issuance urgranting ofapermit shall not beconstrued tobe 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 ofthe City ofTukwila shall not bevalid. 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 (2OG/43l'3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (aO6)438'93Su 1700 OU|LD|NGF|NAL+~ 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 4004 8-WELDING 0406 SUSPENDED CEILING 20: A fire alarm system is required for this project, The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 22: 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: 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) 23: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 24: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 25: The maximum flame spread class of finish materials used on interior walls and ceiling!: shall not exceed that set forth in Table No. 803.11 of the International Building Code. 26: 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) 27: In other than Group I-3, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings shall comply with Section 807.4 and shall not exceed 10 percent of the specific wall or ceiling area to which they are attached. (IFC 807.1) Where required to exhibit improved fire performance, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings shall be tested by an approved agency and meet the flame propagation performance criteria of Test Method 1 or Test Method 2, as appropriate, of NFPA 701 or exhibit a maximum rate of heat release of 100 kW when tested in accordance with NFPA 289, using the 20 kW ignition source. Reports of test results shall be prepared in accordance with the test method used and furnished to the fire code official upon request. (IFC 807.4) 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 30: ***BUILDING PERMIT CONDITIONS*** 31: 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. 32: 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. 33: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 34: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 35: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 36: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 3: Fire extinguishers require monthly and yearly inspections. They must have atag nrlabel 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 beemptied and subjected tothe applicable recharge procedures. Ifthe required monthly and yearly inspections nfthe 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. (|F[9O42.1and |FC904.11) AutomaticMre'extinguishing systems shall comply with UL3O0urother equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA96' 10,23) 7: Maintain fire extinguisher coverage throughout. 8: All new automatic fire -extinguishing systems and all modifications toexisting 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. (|FC 1010l9) lO: Exit hardware andmarking shall meet the requirements nfthe International Fire Code. (|F[Chapter l0) 11: 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. (|FC 1010l9.1) 12: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path ofegress travel isnot immediately visible tuthe occupants. Exit sign placement shall besuch that nopoint in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever isless, from the nearest visible exit sign. (|F[1013l) 13: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes ofthe letters not less than 07S inch (l9.Imnn)wide. The word ,EX[T'shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not beless than O375inch (9.5m,n). Signs larger than the minimum established in the International Fire [ode shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means isorisnot energized. |fanarrow isprovided aspart ofthe exit sign, the construction shall besuch that the arrow direction cannot bereadily changed. (!FClOI36.I) 14: Exit signs shall beilluminated atall times. Toensure continued illumination for aduration ofnot less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1013.6.3) 15: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of I foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress atfloor level. Illumination levels shall bepermitted todecline toU.6foot-candle (6lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maxim um -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (|FCIOU83.5) 16: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approvaiofdrawings prior toinstallation ormodification. New sprinkler systems and all modifications ,osprinkler systems involving more than 58heads shall have the written approval ofFactory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior tosubmittal tothe Tukwila Fire Prevention Bureau. Nosprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 19� 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 bedone inaccordance with applicable standards. (|FC9OL4) 17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide, (NFPA 13-8.6.5.33) Parcel No: Address: ��^�vx °"� Tukwila x~U~n�vu v��nxmw�oa Department of Community Development 63U0SouthoenterBoulevard, Suite #1OO Tukwila, Washington 9O188 Phone:ZV6'431'367O Inspection Request Line: 2O6-438'93SO Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 9202470090 Permit Number: D19'0207 Project Name: ]O0BEE Issue Date: 12/17/2019 Permit Expires On: 6/14/2020 Owner: Contact Person: Name: Address: Contractor: Name: License No: Lender: Address: WESTFIELD PROPERTY TAX DEPT POBOX l3O940'[ARLS8AD,CA, 92013 1OOOCORPORATE CENTER DR SUITE CORE CONSTRUCTION LLC 8435 47THAVE 5'SEATTLE,WA, 98l18462Z [OREC[L924]8 MOVEYBEE FOODS CORP I61Z5EVALLEY BLVD,INDUSTRY, CA, 91744 Phone: (626)288'6898 Expiration Date: 5/3/2021 DESCRIPTION OF WORK: KITCHEN RENOVATION WHICH ALSO INCLUDES NEW EQUIPMENT, NEW WALLS AND NEW INTERIOR FINISHES. Project Valuation: $120\000J0 Type of Fire Protection: Sprinklers: NO Fire Alarm: Type ofConstruction: U8 Electrical Service Provided by: TUKWILA Fees Collected: $3,021.09 Occupancy per IBC: A-2 Water District: TUKW|LA Sewer District: TUKVV|LA Current Codes adopted by the City of Tukwila: International Building Code Edition: international Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: international Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: VVACZ96~4GB: VVAState Energy Code: 2017 20172017 Public Works Activities: Chan nelbabon/SthpinQ: [urbCut/Access/Sdewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OversbeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: O Number U No Permit Center Authorized Signature- |hearbycertify that | have read a dexa,inedthis permit and know the same 0ubetrue and correct. All pmvisionsofbwandordinances-'* ~ nin8this work will becomplied with, whether specified herein nrnot. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction orthe performance ufwork. |amauthorized tosign and obtain this development pern)jtandgQee»othe conditions attached tothis permit. Signature: ~ Print Name: 0,4/7 "r,;j , 7 eR(Y ~7a~1 Date: ' / / / / '7 / / / ' / This permit shall become null and void ifthe work bnot commenced within l0Vdays for the date nfissuance, orif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: S: The total numberoffineexdnAubhers required for anordinary hazard occupancy with Class Afire hazards is calculated atone extinguisher for each 1'5OOsq. ft. ofarea. The exdnguisher($should beufthe "All Purpose"(3A,40B:Qdry chemical type. Travel distance toany fire extinguisher must be7S'nrless. (IF[ 9063)(NFPA10\5.4) R Portable fire extinguishers shall heprovided within a3U-fnot(9l44mnn)travel distance ofoommerdv|-type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class rated portable extinguisher, (|FC904.1Z.5) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall besecurely anchored ,othe mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having agross weight not exceeding 4O 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 isnot more than 3.5feet (l067mm)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). (IFC906.7and |FC 906.9) Z: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use, These locations shall bealong normal paths oftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of 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) 7: Maintain fire extinguisher coverage throughout. 8: 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 1010.1.9) 10: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 11: 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 1010.1.9.1) 12: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) 13: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 14: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1013.6.3) 15: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 16: 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). 19: 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) 17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 20: Afire alarm system isrequired for this project. The fire alarm system shall meet the requirements cf NfP.A.72and City Ordinance #2437. ZZ: Maintain fire alarm system audible/visual notification. Addition/relocation ofwalls o/partitions may require relocation and/or addition ofaudible/visual notification devices. (City Ordinance #Z437) 21: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. Nowork shall commence until afire department permit has been obtained. (City Ordinance #Z437) (|F[9Ol2) 23: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 24: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA70 25: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth inTable No. 8O].11ofthe International Building Code, 26: New and existing buildings shall have approved address numbers, building numbers orapproved 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 beArabic numbers oralphabet letters. Numbers shall beaminimum of4inches (1OZmm)high with aminimum stroke width nfO.5inch (1ZJmm). (|F[505l) 27: In other than Group 1-3, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings shall comply with Section 807.4 and shall not exceed 10 percent ofthe specific wall nrceiling area tnwhich they are attached. (|F[8O7.1) Where required tnexhibit improved fire performance, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings shall be tested by an approved agency and meet the flame propagation performance criteria of Test Method 1 or Test Method 2, as appropriate, of NFPA 701 or exhibit a maximum rate of heat release of 100 kW when tested in accordance with NFPA 289, using the20 kVVignition source. Reports of test results shall be prepared in accordance with the test method used and furnished tothe fire code official upon request. (|FC8O7.4) 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #Z436and #2437) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition nrviolation. 29: These plans were reviewed byInspector 5l1. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(206)S75'44O7. 30: 'BUILDING PERMIT [0N0T0NS++~ 31: Work shall beinstalled inaccordance withtheappnmpdcnnstmctkmdncuments,andanychangesmade during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 32: All permits, inspection record card and approved construction documents shall bekept atthe site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 33: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done byaWashington Association ufBuilding Official Certified welder. 34: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in otimely manner. 35: 4final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted tothe Building Official. The final inspection report shall heprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition offinal inspection approval, 36: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 37: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 38: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 39: 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. 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 per Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 4004 SI-WELDING 0406 SUSPENDED CEILING issued by the City of Tukwila CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: 14 Date Application Expires: VI I °t (For offic use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: tV02 4 SOUTH CENTER MA King Co Assessor's Tax No.: TUKWILA WA Suite Number: 368 Tenant Name: JOLLIBEE PROPERTY OWNER Name: EMILY YEE Address: 4905 OLD ORCHARD CENTER STE.060 City: SKOKIE State: IL Zip: 60077 CONTACT PERSON — person receiving all project communication Name: LIZETTE GUTIERREZ Address: 1000 CORPORATE CENTER DRIVE SUITE 550 City: MONTEREY PARK State: CA Zip: 91754 Phone: (626) 288-6898 Fax: (626) 768-7101 Email: lizette@garywang.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: New Tenant: Floor: 1 El Yes VI ..No ARCHITECT OF RECORD Company Name: GARY WANG AND ASSOCIATES Architect Name: GARY WANG Address: 1000 CORPORATE CENTER DRIVE, SUITE 550 City: MONTEREY PARK State: CA Zip: 91754 Phone: (626) 288-6898 Fax: (626) 768-7101 Email: GARY@GARYWANG.COM ENGINEER OF RECORD Company Name: N/A Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 111:41 al Foos coap Address: 1 6,12<- 5., vikt,L al ei(A/P. City. i vot4,51.,241 State: 60 Zip: 0 et HAApplicationsWorms-Applications On Line \ 2011 ApplicationsTermit Application Revised - 8-9-1 I .doex Revised: August 2011 bh Page I of 4 UILDING PERMIT INFORMATION — 206-431-3670 ti Valuation of Project (contractor's bid price): $ 120,000 Describe the scope of work (please provide detailed information): KITCHEN RENOVATION WHICH ALSO INCLUDES NEW EQUIPMENT, NEW WALLS AND NEW INTERIOR FINISHES. Existing Building Valuation: $ Will there be new rack storage? Yes 0.. 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 1' Floor 3,055 6.f. 1,169 s,r, II-B A2 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq fl): 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: Will there be a change in use? Yes Compact: Handicap: No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 21 Sprinklers 0..... Automatic Fire Alarm D None 0 _...-Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El Yes l No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department, FIAApplicationsWorrrts-Applications On Line12011 Application Application Revised - 11-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Ca 11 before you Dig: 811. Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided ❑ .. Highline Sewer District 0 ...Tukwila ❑...Valley View ❑ .. Renton ❑ ...Sewer Use Certificate ❑...Sewer Availability Provided ❑ .. Renton ❑ ,. Seattle 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): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance 0 .. 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 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor ❑ ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization ❑ ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation ❑ ...Traffic Control 0 .. Looped Fire Line ❑ .. Utility Undergrounding 0 ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water 19 ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size ,. WO # ❑ ...Water Only Meter Size 99WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private 0 ❑ ...Water Main Extension Public ❑ Private 0 99 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip HA\Applications\Forms-Applications On Line\2011 Applications\Pennit Application Revised - 8.9-11.docx Revised: August 2011 bh Page 3 of 4 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 OWNE OR AUTHORIZED AGENT: Signature: Date: &VT // Print Name: LIZETTE GUTIERREZ Day Telephone: (626) 288-6898 Mailing Address: 1000 CORPORATE CENTER DR. SUITE 550 MONTEREY PA ili CA 91754 City f#4 tz K State Zip HAApplicationsTortns.Applications On Line \ 2011 ApplicationsTermit Application Revised - 8-9-11.doex Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila 1 DESCRIPTIONS ACCOUNT QUANTITY PAID ..... ,, ,..vAlrke":1,,. A ' ,,,, PI, ' IPermitTR ',, - -,-'-' , ,' '7”, , , A116=,62, 07 te'%!k1ro3o7u,2qSrawPUko,hTH_, CE,, ,N'T'.' —1I,, z,+ivu AO Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 2.10 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.08 1.00 $70.00 TOTAL FEES PAID BY RECEIPT: R21118 1 $72.10 Date Paid: Tuesday, July 14, 2020 Paid By: ANGEL NG FUNG Pay Method: CREDIT CARD 01610G Printed: Tuesday, July 14, 2020 8:47 AM 1 of 1 CRWS Y TEM 5 0 Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 07/14/2020 08:47:20 AM CREDIT CARD SALE VISA CARD NUMBER: **********8317 K TOTAL AMOUNT: $72.10 APPROVAL CD: 01610G RECORD #: 000 CLERK ID: Elisa X I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy https://vvvvw.convergepay.conikonverge-webapp/ 7/14/2020 Receipt Number DESCRIPTIONS • ACCOUNT QUANTITY PAID PermitTRAK $4,574.87 D19-0207 Address: 1372 SOUTHCENTER MALL Apn: 9202470090 $2,753.58 Credit Card Fee $80.20 Credit Card Fee R000.369.908.00.00 0.00 $80.20 DEVELOPMENT $2,587.62 PERMIT FEE R000.322.100.00.00 0.00 $1,715.23 PLAN CHECK FEE R000.345.830.00.00 0.00 $847.39 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $85.76 TECHNOLOGY FEE R000.322.900,04,00 0,00 $85.76 EL19-0529 Address: 1372 SOUTHCENTER MALI Apn: 9202470090 $585.58 Credit Card Fee $17.06 Credit Card Fee R000.369.908.00.00 0.00 $17.06 ELECTRICAL $541.12 PERMIT FEE MULTI-FAM/COMM R000. 22. 0 .00.00 0.00 $541,12 TECHNOLOGY FEE $27.40 TECHNOLOGY FEE R000.322,900.04.00 0.00 $27.40 M19-0103 Address: 1372 SOUTHCENTER MALL Apn: 9202470090 $786.67 Credit Card Fee $22.91 Credit Card Fee R000.369.908.00.00 0.00 $22.91 MECHANICAL $730.54 PERMIT ISSUANCE BASE FEE R000.322.100,00.00 0,00 $33.15 PERMIT FEE R000.322.100.00.00 0,00 $631.28 PLAN CHECK FEE R000.322.102.00.00 0.00 $66.11 TECHNOLOGY FEE $33,22 TECHNOLOGY FEE R000.322.900.04.00 0.00 $33.22 PG19-0086 Address: 1372 SOUTHCENTER MALL Apn: 9202470090 $449.04 Credit Card Fee $13.08 Credit Card Fee R000.369.908.00.00 0.00 $13.08 GAS $208.66 PERMIT ISSUANCE BASE FEE R000.322,100.00.00 0.00 $35.00 PERMIT FEE R000.322,100.00.00 0.00 $143.00 PLAN CHECK FEE R000.322.103.00.00 0.00 $30.66 Date Paid: Tuesday, December 17, 2019 Paid By: ANGEL NG FUNG Pay Method: CREDIT CARD 00092G Printed: Tuesday, December 17, 2019 2:31 PM 1 of 2 CP Cash Register Receipt City of Tukwila Receipt Numbe DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $4,574.87 PG19-0086 Address: 1372 SOUTHCENTER MALL Apn: 9202470090 $449.04 PLUMBING $208.00 PERMIT FEE R000.322.100.00.00 0.00 $173.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $19.30 TECHNOLOGY FEE OTAL FEES PAID BY RECEIPT: R19328 R000.322.900.04.00 0.00 $19.30 $4,574.87 Date Paid: Tuesday, December 17, 2019 Paid By: ANGEL NG FUNG Pay Method: CREDIT CARD 00092G Printed: Tuesday, December 17, 2019 2:31 PM 2 of 2 1 SYSTEMS COTUKWIL4 ETR4KIT 0200 SOUTH[ENTER BLVD TUKWIL4' W4 98188 206'433'I878 CITY OF TUKNILA 0817340800802374464500 Date: I2/I7/2019 02:30:02 PM CREDIT CARD SALE VISA CARD NUMBER: +****+***8317 K TnAN AMOUNT: $4'574.87 APPROVAL [D: 88092G RECORD #: 808 cLsnx ID; frankie X {CARDHOLDER'S SIGNATUREJ I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Cash Register Receipt City of Tukwila Receipt Number R0964 DESCRIPTIONS [ I ACCOUNT QUANTITY PAID PermitTRAK $267.51 D19-0207 Address: 1372 SOUTHCENTER MALL Apn: 9202470090 267.51 DEVELOPMENT PLAN CHECK FEE 267.51 R000.345,830.00.00 0,00 $267.51 TOTAL FEES PAID BY RECEIPT: R17964 $267.51 Date Paid: Friday, June 21, 2019 Paid By: GARY WANG & ASSOCIATES, INC Pay Method: CHECK 16250 Printed: Friday, June 21, 2019 10:29 AM 1 of 1 0 City of Tukwila Department of Community Development April 30, 2020 LIZE I I E GUTIERREZ 1000 CORPORATE CENTER DR SUITE 550 MONTEREY PARK, CA 91754 RE: Correction Letter # 1 to Revision #1 DEVELOPMENT Permit Application Number D19-0207 JOLLIBEE - 1372 SOUTHCENTER MALL Dear LIZE 1 1 E GUTIERREZ, Allan Ekberg, Mayor Jack Pace, Director 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 - R DEPARTMENT; LEE SIPE at (206)-431-3656 if you have questions regarding these comments. Plans need Architect's signature on stamp. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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. Sincerely, Bill Rambo Permit Technician File No. D19-0207 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development 11/1/2019 LIZE I 1E GUTIERREZ 1000 CORPORATE CENTER DR SUITE 550 MONTEREY PARK, CA 91754 RE: Permit Application No. D19-0207 JOLLIBEE 1372 SOUTHCENTER MALL Dear LIZETTE GUTIERREZ, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 6/21/2019, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 12/21/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, c_ Bill Rambo Permit Technician File No: D19-0207 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 4.- Environmental Health Services Division 4n1Fifth Avenue, Suite11mV Seattle, WA 98104-1818 206-263-956e n,xuoa'ayn*1us rrYn=|nv: 711 www.mngpoun$'gmyhea|th July 3.2O1S LizatteGutierre 10OOCorporate Center Uc.Suite 55O Monterey Park, CAB1754 Public Health ---------� - �- Seattle & K.ing County Rz REMODEL PLANS AND SPECIFICATIONS FOR: JcdUbme,1374South Center Mall, Space 3G8,Level 1'Tukwila, V0A 98188 SFk1427632 PYE6723(Risk 3) Dear Ms. Gutierrez: The plans and specifications for the proposed remodel have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED and subject to the following conditions: ^ All prep sinks, espresso meuhne, and ice machine must be indirectly plumbed. Plumbing systems must b*designed, constructed, and installed according to law (applicable |ona|, atoto, and federal utotutem, regulations, and ordinances). * Hot water generation and distribution systems must be sufficient to meet the peak hot water demands throughout the food establishment. ° Nuchanges shall bamade without Health Department approval, Your establishment has been assigned the following plan review service number (SR1427632). Please use this SR number in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator/owner shall: 1. Obtain apre-operational inspection approval. Contact me at2O8'268'8484atleast one week |n advance tuschedule upre-operational inspection. Bosure all other inspections (p|umbing. bui|ding, etc.) are done before you oeU the Health Department for an inspection. Besure to have the approved equipment floor plan available for the plumbing inspector at the construction site during e rough -in plumbing inspection prior baobtaining a final plumbing inspection approval. This approval letter only addresses the equipment, plumbing fixture locations and finishes, |tdoes not include piping, grease traps, back flow prevention orother pipingmyotems. Your application for afood service establishment permit from Public Health ' Seattle & King County may be approved during this inspection; however, it is the responsibility of the food service establishment operator/owner to obtain all necessary permits and approvals from other agencies. For example, applicants in the City of Seattle must go to Seattle Department of Construction and Inspections (SDCI) tocheck ifebuilding permit isrequired. Operating the establishment without these required permits nr approvals may subject the operator/owner tolegal action bythe appropriate agencies. If the establishment is opened without the Health Department pre -operational inspection, it may be subject to closure. Failed pre -operational inspections will require a$444fee (plus $%22.0OfWJn rtwo hours) norarepeat inspection. CORRECTION CITY OF TUKVV|LA SEP 0 5 2019 PERMIT CENTER Page 2.Remodel Plan Approval Letter for JoUibee.1374South Center Mall, Space 3S8.Level 1' Tukwila, WA 98188 Please be aware that additional hourly fees will be charged if the total plan review andpm+oparadono| inspection goes beyond the base three (3)hours for this proposed remodel. Aninvoice will besent tn you after the pre -operational inspection and must bmpaid immediately. Please also be advised that, once your plans are appnovod, you will be charged fora plan moubmitte| fee of $222.00 per hour should you decide to subsequently change the equipment floor plan. Contact your local building department orwater district ifpre-treatment facilities are required when wastewater contains more than 100 parts per million by weight of fat, oil or grease of animal, vegetable ormineral petroleum origin. If you have any questions, please do not hesitate to contact me, Thank you for your compliance in this matter and | look forward to working with you. ��rds, Patrick LMurphy, K8SPH'R.S. Food/School Plan Reviewer Health & Environmental Investigator III Environmental Health Services Division Public Health Seattle -King County CNK-PH-1100 401 Fifth Avenue, Suite 110O Seattle, VV&981U4'1818 Ph:2UG'283-8484 FA%:2OG'286'01BS Emai|:pathck.murphy@k|ngcountygov Enclosures � , '� City of Tukwila Department of Community Development July 24, 2019 LIZETTE GUTIERREZ 1000 CORPORATE CENTER DR SUITE 550 MONTEREY PARK, CA 91754 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0207 JOLLIBEE - 1372 SOUTHCENTER MALL Dear LIZETTE GUTIERREZ, Allan Ekberg, Mayor Jack Pace, Director 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: Alien Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMI I 1 ALS: (Min. size 11 x 17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Application for King County Department of Public Health (KCDPH) permit shall be required prior to receiving a building permit however KCDPH permit shall not hold up building permit approval. Final building inspection and approval shall occur after KCDPH has approved their final inspections. Show application for (KCDPH). 2. Some code references and notes refer to outdated codes. Show compliance with current 2015 International Building codes with Washington State Amendments, Washington State Energy Codes and compliance with 2009 ANSI accessibility codes. Sheet G-102 General Notes code references provide clarification or updating, G-112 sign color and contrast shall be white on blue background and show the required minimum 18" vertical grab bar by the toilet, G-116 outdated codes referenced in tables. Review and verify all code references throughout the plan set to be consistent with current codes. 3. Provide a completed 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Form for Commercial Buildings, available online at: https://wseccompliancedocuments.com/index.php on the right side you will see the link "WSEC Documents". Click on that and if you haven't already, you will need to create an account. Sign into the account and there you will find the forms. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 -540 documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. To better expedite your resubmittal, a 'Revision Submittal Shed 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. Sincer,ely, lertd •d(-09-C Kandace Nichols Permit Technician File No. D19-0207 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COP PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0207 DATE: 5/22/20 PROJECT NAME. JOLLIBEE SITE ADDRESS: 1372 SOUTHCENTER MALL Original Plan Submittal X Revision # 1 before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: i3 6 ilif2r aid ow300 Building Division 111 Public Works Fire Prevention Structural E Planning Division Pep mit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 5/26/20 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 7/21/20 r Fire Fees Apply E Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire El Ping 0 PW 0 Staff Initials: 12/18/201) PLANA NG SLIP PERMIT NUMBER: D19-0207 DATE: 03/31/2020 PROJECT NAME: JOLLIBEE SITE ADDRESS: 1372 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # i after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural KS 4-7-,20,Lo Planning Division Permit Coordinator la PRELIMINARY Not Applicable (no approval/review required) DATE: 04/02/20 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Li DUE DATE: Approved with Conditions Denied (ie: Zoning Issue 05/28/20 Fire Fees Apply Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 024 Departments issued corrections: Bldg Fire El Ping 0 PW 0 Staff Initials: 12/18/2013 tPERMIT COORD COPY CI PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0207 PROJECT NAME: JOLLIBEE SITE ADDRESS: 1372 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 DATE: 09/06/19 Revision # before Permit ssued Revision # after Permit Issued DEPARTMENTS: NV Bu ilding Division Public Works Fire Prevention Structural Planning Division Permit Coordinator [i] r PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/10/19 Structural Review Required REVIEWER'S INITIALS: DATE: P APPROVALS OR CORRECTIONS: DUE DATE: 10/01/2019 Approved Corrections Required E r Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) ri Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0207 PROJECT NAME: JOLLIBEE SITE ADDRESS: 1372 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 06/21/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: U0t9- 4\11A°116\ Building Division N\A() tO Public Works MV\ &Ai Fire Prevention Structural n MC' NP 4vA Planning Division Permit Coordinator • PRELIMINARY REVIEW: Not Applicable 1-1 (no approval/review required) DATE: 06/25/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required P Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 07/23/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldetb Fire 1:1 Ping PW Staff Initials: 12/18/2013 PROJECT NAME: SITE ADDRESS: 1 1 PERMIT NO: b R- 11 ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITyiLS ' - 6.);0 EV ....• Summary of Revision: f 6 1- Gilet.S3 Received by: ' tii)-- l 61 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) 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: 05/04/2020 Plan Check/Permit Number: D 19-0207 E Response to Incomplete Letter # • Response to Correction Letter # 1 • Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner n Deferred Submittal # ,10 900 Project Name: Jollibee Project Address: 1372 Southcenter Mall. Contact Person: Grachel Cornelio Phone Number: (626) 288-6898 Summary of Revision: See attached plans with Architect wet signature Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on o ,wee- �.-- FrUollibee\Tukwilla 11 18-365\04 Correspondence\01 Corrections\ Addendum Bldg Comment\Revision Submittal Fonn.doc Revised: August 2015 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3/26/2020 Plan Check/Permit Number: D19-0207 El Response to Incomplete Letter El Response to Correction Letter # [R] Revision # 1 after Permit is Issued 111 Revision requested by a City Building Inspector or Plans Examiner El Deferred Submittal # Project Name: Jollibee Project Address: 1372 Southcenter Mall Contact Person: Grachel Cornellio Summary of Revision: RECEM:1 CITY OF Tt.,i0, MAR 31 etKMIT CENTEF Phone Number: 626-221-5638 Email: Grachel@garywang.com Added storefront glass. See attached plan clouded area for changes. Sheet Number(s): G100, A100, A200,A210, "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: 1 Entered in TRAKiT on - 3 ( evision W:\Permit CentetATemplates\Formsaevision Submittal Form.doc Revised: August 2015 City of Tukwila REVISION SUBMITTAL Department of- Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: littp://www.TukwilaWA.gov Revision submittals must be submitted in person al the Permit Center. Revisions will not be accepted through the mail, fax, etc. 08/12/19 Date: Plan Check/Permit Number: D19-0207 0 Response to Incomplete Letter # Z Response to Correction Letter # 1 O Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # Project Name: Jollibee Project Address: 1372 Southcenter Mall Contact Person: Lizette Gutierrez RECEIVED CITY OF TUKWILA SEP o 5 2019 PERMIT CENTER Phone Number: (626)288-6898 Summary of Revision: 1) Health approval received, please see attached copy of approval letter. 2) Refer to sheet G-102 for updated codes. Refer to sheet G-112 for added 18" grab bar on detail 15 and added note on detail 7. S eet G-113 °mate ue to not eing part o scope o wor 3)Refer to sheet E-800 for 2015 Washington State Energy Code Lighting Compliance. Sheet Number(s): "Cloud" or highlight all areas of revision includin d Received at the City of Tukwila Per it Center by: 26 Entered in TRAKiT on 16\ W:Wermit Center (Racbelle)1Kandate - Revision Submittal Form doe Revised: August 2015 41.40 labor & Industries (httpS://lni.wa.q0v) LCORE CONSTRUCTION BUILDING INC Owner or tradesperson Principals TAN, HAI-FENG, PRESIDENT Doing business as CORE CONSTRUCTION BUILDING INC WA UBI No, 604 433 317 8435 47TH AVE S SEATTLE, WA 98118 206-883-3037 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. CORECCB813KC Effective — expiration 05/03/2019— 05/03/2021 Bond Wesco Insurance Co Bond account no. 46WB102422 Received by L&I 05/03/2019 Insurance Atlantic Cas Inc Co Policy no. L125003868-0 Received by L&I 01/10/2020 $12,000.00 Effective date 0510112019 Expiration date Until Canceled $1,000,000.00 Effective date 01/15/2020 Expiration date 01/15/2021 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. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent No active Washington registered apprentices exist for this business. Washington allows the use of apprentices registered with Oregon or Montana. Contact the Oregon Bureau of Labor & Industries or Montana Department of Labor & Industry to verify if this business has apprentices. 0 N.,. loptot CI,0 Labor & industries (h-Lips://Ini.wa.gov) Contractors CORE CONSTRUCTION BUILDING INC Owner or tradesperson TAN, HAI-FENG Principals TAN, HAI-FENG, PRESIDENT WA UBI No. 604 433 317 8435 47TH AVE S SEATTLE, WA 98118 206-883-3037 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. CORECCB813KC Effective — expiration 05/03/2019— 05/03/2021 Bond Wesco Insurance Co Bond account no. 46WB102422 $12,000.00 Received by L&I Effective date 05/03/2019 05101/2019 Expiration date Until Canceled Insurance Security National Insurance $1,000,000.00 Policy no. NA167384600 Received by L&I Effective date 05/03/2019 05/01/2019 Expiration date 05/01/2020 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. ICertifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. VICINITY MAP SHEET INDEX 0 ISSUED INCLUDED/REVISED (7) REISSUED WITHOUT REVISIONS ISSUE N0. 1 _ 2 3 , DATE AND REASON FOR ISSUE o €y mM ' PROJECT SITE:.. , m . z z ` GE TION SHEET N0. DESCRIPTION FLY FLv S GENERAL INFO RMATION - _ C p�L�r Lb t r p mg, Pxk __ ... ... a� '. rnPri?arnent -..._ .... PAGE KITCHEN RENOVATION OF EXISTING G-,01 GENERLNO ° G-101 GENERAL NOTES o o o RESTAURANT G 1GENERAL NOTES 0 0 0 41 _ c Scut^ecru G-110 10 ACCESSIBILITY NOTES o 0 0 - ttc_tc:ants,_q,.i.;,?Iii G-111 ACCESSIBILITY NOTES o 0 0 WESTFIELD SOUTHCENTER MALL FOOD SERVICE G-112 ACCESSIBLE DETAILS c o e REI - _-; K-100 EQUIPMENT PLAN 0 0 SPACE 372 & 368, LEVEL 1 _ __ K-101 EQUIPMENT SCHEDULE o 0 0 Tafget ' S s5 i 6 1 ... .... ISCe co so iti c; ARCHITECTURAL 1374 SOUTHCENTER MALL 1 t-c3 xn i3u kw 9 — .... .._ __.. .. .... _ _ A 000 ENLARGE MALL PLAN LEVEL 1 ° o ° - WESTFIELD SOUTHCENTER MALL, 1372 SOUTHCENTER MALL TUKWILA, WA 98188 ..... ---- -- TUKWILA, WA 98188 A-010 DEMOLITION PLAN o 0 0 GENERAL NOTES: CONTACT INFORMATION INDEX. A-011 CEILING DEMOLITION PLAN o 0 0 A-100 FLOOR PLAN o o o ARTICLE 1-GENERAL PROVISIONS ARTICLE -INSURANCE A-101 DIMENSION FLOOR PLAN 0 0 0 OWNER: ARCHITECT: LANDLORD: MEP: --- --- --- 1. THE STANDARD FORM OF GENERAL CONDITIONS, CURRENT EDITION OF THE AMERICAN THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO OBTAIN THE HONEYBEE FOOD CORPS GARY WANG AND ASSOCIATES WESTFIELD JAMES HOLMES A-102 FINISH FLOOR PLAN 0 0 0 INSTITUTE OF ARCHITECTS, DOCUMENT N0. A-201, ARE HEREBY MADE A PART OF FOLLOWING INSURANCES, AND AT THEIR REQUEST FURNISH EVIDENCE TO JOLLIBEE. ALL DBA: JOLUBEE 1000 CORPORATE CENTER DRIVE, SUITE 550 2800 SOUTHCENTER MALL PWMPGROUP A-103 REFLECTED CEILING PLAN o 0 0 THESE SPECIFICATIONS AND SHALL APPLY THE SAME AS IF REPEATED HERE IN FULL. INSURANCE SHALL NAME HONEYBEE FOOD CORP, AND THE ARCHITECTS. AS ADDITIONAL 16125 E. VALLEY BLVD MONTEREY PARK, CA 91754 SEATLE, WA 98188 914 E. KATEUA AVE., - - COPIES OF SAME SHALL BE ON FILE AT THE OFFICE OF THE ARCHITECT. INSURED PARTIES. CITY OF INDUSTRY, CA 91770 EMAIL: GRACHELOGARYWANG.COM CONTACT: ANDY THOMPSON ANAHEIM, CA 92805 A-105 PARTIAL ROOF PLAN 0 € o 0 EMAIL: JOHNM.FRANCISCO®RR8IUSA.CDM - 2, PH: (626) 288-6898 EMAIL: ANTHOMPSON®WESTFIELD.COM EMAIL JHOLMESOPEICA.COM A-200 MALL SIDE ELEVATIONS AND DETAILS Q 3. ALL INTERESTED PARTIES SHALL BE GOVERNED BY THOSE GENERAL CONDMONS IN WORKMAN'S COMPENSATION INSURANCE IN ACCORDANCE WITH THE LAWS OF THE STATE IN PH: (626) 369-7118 FAX: (626) 768-7101 PH: (206)246-0423 PH: (714)385-1835 - ALL MATTERS PERTAINING TO THIS PROJECT, DURING THE PERIOD OF CONSTRUCTION, WHICH THE PROPERTY IS LOCATED AND JOLUBEE REQUIREMENTS. JOLLIBEE SHALL KEEP FAX: (626) 820-1476 FAX: (206)244-8607 FAX: (714)385-1834 A-210 INTERIOR ELEVATIONS o 0 0 AND PARTICIPATION IN THE PROJECT WILL BE CONSIDERED PRESUMPTIVE EVIDENCE A COPY IN FILE ALL TIME. A-220 KITCHEN ELEVATIONS 0 0 0 OF THE PARTICIPANT'S FULL UNDERSTANDING OF, AND AGREEMENT WITH, THE - - - CONDITIONS OF THE REFERENCED GENERAL CONDITIONS. COMPREHENSIVE GENERAL LIABILITY INSURANCE INCLUDING CONTRACTUAL LIABILITY WITH A-221 KITCHEN ELEVATIONS o 0 0 ---- ---- LIMITS SET FORTH BY THE JOWBEE. - 4. THE THE GENERAL CONDITIONS, SPECIAL PROVISIONS, GENERAL REQUIREMENTS, AND A-231 ENLARGED OFFICE PLAN & ELEVATION 0 0 o REVISIONS PROJECT SUMMARY - TECHNICAL SPECIFICATIONS, ALONG WITH THE OTHER CONDITIONS WHICH FOLLOW, AUTOMOBILE LIABILITY INSURANCE INCLUDING CONTRACTUAL LIABILITY AS SET FORTH BY A-400 INTERIOR DETAILS 0 o o Na changes sh26be made to the scope AND AS PROVIDED, AS WELL AS ALL APPLICABLE PROVISIONS OF THE THE JOLLIBEE' A-401 INTERIOR DETAILS o o ° -- Of work }yi nou! piior ap6Fovat of the° SPECIFICATIONS, FORM A PART OF THE CONTRACT AND SHALL GOVERN EACH CODE ANALYSIS: Tukwila Building Division, CONTRACTOR ENGAGED IN WORK ON THE PROJECT WHETHER THE WORK BE LET BUILDER'S RISK INSURANCE IN THE AMOUNT OF THE ESTIMATED COST OF THE PROJECT. 2015 TUKWILA MUNICIPAL CODES 2015 WASHINGTON STATE ENERGY CODES STRUCTURAL NOTE:- Revisions will require a Hew p(anl UNDER SEPARATE CONTRACTS OR UNDER A SINGLE CONTRACT. THE CONTRACTOR AGREES TO INDEMNIFY AND SAVE HARMLESS JOLLIBEE, ITS AGENTS, 2015 INTERNATIONAL BUILDING CODES 2015 NATIONAL FUEL GAS CODE 5-001 GENERAL NOTES o 0 o ubmittal and may include additional plan rev SERVANTS, AND EMPLOYEES, AND THE OWNER'S ARCHITECT AND ENGINEER FROM AND 2015 UNIFORM PLUMBING CODES 2009 ICC/ ANSI A1171,1 5. BASIC DEFINITIONS: AGAINST ANY AND ALL LIABILITY OR DAMAGE TO PROPERTY OCCASIONED BY ANY ACT OR 2015 INTERNATIONAL MECHANICAL CODES S-100 PARTIAL ROOF PLAN o 0 0--r-- THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN OWNER AND OMISSION OF THE CONTRACTOR, HIS SUBCONTRACTORS, SERVANTS, OR EMPLOYEES, 2017 NATIONAL ELECTRICAL CODES - CONTRACTOR, CONDITIONS OF THE CONTRACT AND ALL DOCUMENTS LISTED BELOW. INCLUDING ANY AND ALL EXPENSE, LEGAL OR OTHERWISE, WHICH MAY BE INCURRED BY S-200 DETAILS o 0 0 THE CONTRACT DOCUMENTS SHALL INCLUDE: DRAWINGS AS LISTED IN THE INDEX OF JOWBEE, ITS AGENTS SERVANTS, OR EMPLOYEES IN THE DEFENSE OF ANY CLAIM, SCOPE OF WORK: KITCHEN RENOVATION, NEW FLOOR, NEW EQUIPMENT, NEW WALLS, NEW INTERIOR FINISHES ELECTRICAL THIS SET. SPECIFICATION DIVISION 1-16 INCLUSIVE. ALL MODIFICATIONS ISSUED SETTLEMENT OR SUIT. - - - - --- -- AFTER EXECUTION OF THE CONTRACT. EQUIPMENT INSTALLATION HAND BOOK. E-100 GENERAL NOTES &SINGLE LINE DIAGRAM o 0 0 ARTICLE 3 EXTRA WORK CONSTRUCTION TYPE: TYPE II-B (SPRINKLERED) -- - - 6. PHRASES USED IN THE SPECIFICATIONS ARE DEFINED AS FOLLOWS: OCCUPANCY: A2 E-200 ELECTRICAL SITE PLAN o 0 0 "AS SHOWN" - AS SHOWN ON THE ACCOMPANYING DRAWINGS. 1. ANY AND ALL WORK WHICH IS PERFORMED BY THE CONTRACTOR, OR BY ANY ZONING: F4 E-300 POWER PALN 0 o -° "PROVIDE" - PROVIDE AND INSTALL COMPLETE, WITH ALL NECESSARY ACCESSORIES SUBCONTRACTOR, WITHOUT HAVING SPECIFIC APPROVAL FROM JOLUBEE IN WRITING, SCOPE OF WORK AREA: 1169 SQ.FT. E-301 KITCHEN EQUIPMENT SCHEDULE o 0 0 AND INCIDENTAL MATERIALS AND SUPPLIES. SHALL BE PERFORMED BY SAID CONTRACTOR AT HIS OWN RISK WITHOUT ANY "PROVIDED BY OWNER" - MATERIALS OR GOODS WILL BE DELIVERED F.O.B. JOBSTTE OBLIGATION OR RESPONSIBILITY OF JOWBEE OR THE ARCHITECT. ALL WORK WHICH LEASE AREA: 3055 SQ.FT. E-400 LIGHTING PLAN o 0 0 BY THE OWNER AT NO EXPENSE TO THE GENERAL CONTRACTOR. UNLOADING, IS ABOVE AND BEYOND THE SCOPE OF THE DRAWINGS AND SPECIFICATIONS, OR ANY ---- --- PART OF THE CONSTRUCTION DOCUMENTS, MUST BE SPECIFICALLY AUTHORIZED BY E-500 ELECTRICAL ROOF PLAN O o ° SEPARATE PERMIT STORAGE, INSTALLATION, AND/OR ASSEMBLY OF ITEMS "PROVIDED BY OWNER" SHALL REQUIRED FOR: JOLUBEE IN WRITING. ALL REQUESTS FOR ADDITIONAL PAYMENTS MUST BE BE BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. E-600 PANEL SCHEDULE o 0 0 - (]� echatacai "INSTALL" - INSTALL ITEMS, COMPLETE, PROVIDING ALL INCIDENTAL AND NECESSARY APPROVED BY THE OWNER PRIOR TO THE START OF THAT WORK. TOTAL NO. OF FLOOR: 3 STORY E-700 ELECTRICAL DETAILS o 0 0 [LJ ETecVicr►T NO. OF EMPLOYEES: 4 MAX. PER SHIFT _ SUPPLIES AND MATERIALS. 2HE FOLLOWING GENERAL REQUIREMENTS SUPPLEMENT AND/OR SUPERSEDE THE � "GENERAL CONTRACTOR" - THE GENERAL CONTRACTOR OR ANY OR ALL OF HIS / (INCL. MANAGER) E-800 INDOOR LIGHTING COMPLIANCE O O e umbinp . T VARIOUS SUBCONTRACTORS. FOREGOING GENERAL AND SUPPLEMENTARY CONDITIONS FOR CONTRACT WORK AND [1]' Gas Piping "OWNER" - ALL GENERAL CONDITIONS REFERENCES TO 'OWNER" SHALL REFER TO ARE HEREBY CONSIDERED A PART OF THE CONTRACT DOCUMENTS. MECHANICAL City ofTukvAla HONEYBEE FOOD CORP. SITE PLAN FOR REFERENCE ONLY. SCALE: N.T.S M-100 HVAC GEN NOTES o o e BUILDING DIVISION "CONTRACTOR" AND "GENERAL CONTRACTOR" AS STATED IN THESE DOCUMENTS REFER TO THE SAME ENTITY. 0 M-201 HVAC FLOOR PLAN o 0 0 �o00oTc�� 0 o M-202 HVAC ROOF PLAN 0 0 0 - 1372 SOUTHCENTER MALL, M-300 KITCHEN HOOD DETAILS 0 o O ABBREVIATIONS SYMBOLS TUKWItA, WA 98188 , , M-301 KITCHEN HOOD DETAILS 0 0 M-302 KITCHEN HOOD DETAILS 0 0 o FILE \ \ NaTUKW Perm yy ..� A.C. ASPHALTIC CONCRETE MAX. MAXIMUM DETAIL NUMBER ' Plan review approval issubject toerrorsano A.F.F. ABOVE FINISHED FLOOR MIN. MINIMUM - ° _ omissions. Approval ofoonstruetionoow=r4s M 3 4 KITCHEN HOOD DETAILS ° ° ° not authorize the violation of any aC0piB0 Caae or OM AC.T. ACOUSTICAL TILE M.B. MARKER BOARD 2 i� M 305 KITCHEN HOOD DETAILS o ° o ADMIN. ADMINISTRATION MET. METAL A_4 SECTION / I I f ( ; , __-_ ___-_ ......... ___ -_ ordinance. Receipt of approved FTBW Copy and M-400 HVAC DETAILS o 0 0 conditions Is INVI SHEET NUMBER i I - .._..... _...--------... _.... By BLD'G BUILDING (N) NEW M 401 HVAC DETAILS o 0 0 B.N. BULL NOSE N.I.C. NOT IN CONTRACT pa J Ttl B.L. BUILDING LINE NO. NUMBER DETAIL NUMBER - g r M-500 MECH SPECIFICATIONS o o ° city or Tuttwli9 BUILDING DIVISION 2 DETAIL "' I M-600 ENERGY SHEETS 0 0 0 C.B. CHALK BOARD O.C. ON CENTER - -- - - A-4 , CEM. CEMENT O.D. OUTSIDE DIAMETER M-601 ENERGY SHEETS o 0 s i SHEET NUMBER l n CENT. PLAS. CEMENT PLASTER OPEN'G OPENING yi �, ^ PLUMBING C.F. CUBIC FEET OPP, OPPOSITE CL'G CEILING A P 100 GENERAL. NOTES LEGENDS & SCHEDULES 0 0 0 DETAIL NUMBER CLSR'M CLASSROOM PL. PLATE ! t P 200 WASTE AND VENT PLAN CORR CTION CLR CLEAR PLYWD PLYWOOD B Z INTERIOR ELEVATION :-- •^�'� -- -- -- - - "- P-300 WATEAND GAPLAN o 0 0 CMU CONCRETE MASONRY UNIT PR. PAIR A ti R S LTR P-301 PLUMBING ROOF PLAN o 0 0 CONC. CONCRETE SHEET NUMBER C.T. CERAMIC TILE REQ. REQUIRED ELEVATION NUMBER ........ .. _ „__ P-400 PLUMBING RISER DIAGRAMS o 0 0 DET. DETAIL S.F. SQUARE FEET .-.I i 7 j.... _. P-401 _ PLUMBING RISER DIAGRAM o o o DETS DETAILS SHT SHEET REVISION CLOUD & DELTA P 402 PLUMBING RISER DIAGRAM 0 0 0 CIA DIAMETER SIM. SIMILAR z ° 1 P 500 PLUMBING DETAILS o 0 0 S.S., ST.S. STAINLESS STEEL r BG11�C�o►t !10 (E) EXISTING x 1 w P-600 PLUMBING SPECIFICATIONS 0 0 0 REVISION II li ,� S. STANDARD y i EXIST'G EXISTING STRUC. STRUCTURAL N z - NORTHARROW p � 3: "'- EL. ELEVATION w y T aT a ELEV. ELEVATION, ELEVATOR T.O. TOP OF T - E.P. ELECTRICAL PANEL ROOM NAME _ _ T.A. TOP OF ASPHALT PAVING DATUM ELEVATION -�'• -!- !.. EQ. EQUAL T.B. TACK BOARD +0-0" A.F. . T.C. TOP OF CONC., T.O. CURB F.G. FINISH GRADE — l REVIEWED FOR T.W. TOP OF WALL F.H.C. FIRE HOSE CABINET T\ P. TYPICAL WALL TAG CODE COMPLIANCE FIN. FINISH, FINISHED �` = _ I APPROVED FLR FLOOR U.N.O. UNLESS NOTED OTHERWISE FTG FOOTING V.C.T. VINYL COMBINATION TILE D3 DOOR NUMBER JUL O 8 2020 GA. GAUGE VERT. VERTICAL GALV GALVANIZED VEST. VESTIBULE 103 ROOM NUMBER &NAME Jollibee GYP. BD. GYPSUM BOARD ROOM NAME � ��l� Jj RECEIVED �j Ci Of Tukwila CITY OF TUKVVILA HORIZ. HORIZONTAL W1 WITH KEYNOTE BUILDING.J,�IVISION Wt0 WITHOUT ! u — MAY 22 2070 LC. INTERCOM W.I- WROUGHT IRON EQUIPMENT NUMBER T- T �- PERMIT CENTE LD. INSIDE DIAMETER N -_•. INFO. INFORMATION - TB-2 FINISH TAG „STRANDERBLVD THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHALT. BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GORY WANG & ASSOCIATE. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION. ARCHITECT GARY WANG &ASSOCIATES, INC. n 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL: (626) 288-6898 FAX: (626) 768-7101 http://www.garywang.com 25 REGISTERED ARCHITECT G Y H. WANG STATE F WASHINGTON PROJECTNAME/ADDRESS: e 1374 SOUTHCENTER MALL, SPACE 374 & 368, LEVEL 1 TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE Q 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL Qz 071119 MECHANICAL CORRECTIONS a 071919 ELECTRICAL CORRECTIONS Q+ 072519 BUILDING CORRECTIONS 5 090519 2ND RESUBMITTAL Qs 031620 ADDENDUM 1 JOB NUMBER ARCH PROJECT* 17-060 DRAWN BY GC SHEET CONTENT COVER SHEET SHEET NO 1;1 DOOR SCHEDULE NOTES 1. ALL EXIT DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR SPEVIAL KNOWLEDGE OR EFFORT. 2. PUBLIC DOORS REO'D FOR PUBLIC EGRESS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST. 3. SEE PLAN FOR SWING DIRECTION OF DOORS. 4. GENEREAL CONTRACTOR TO VERIFY ALL EXIST. DOOR OPENINGS IN THE FIELD. 5. DOOR SUPPLIER TO SUBMIT COMPLETE DOOR AND HARDWARE SCHEDULE FOR ARCHITECT'S REVIEW. 6. ALL HARDWARE TO BE SCHLAGE 626 SATIN CHROME FINISH U.N.O. 7. ALL HINGES SHALL BE FULL -MORTISED, BALL BEARING, NON -RISING PIN. 8. MAXIMUM THRESHOLD HEIGHT SHALL BE 1/2". 9. ALL CLEAR OPENINGS, DOOR WIDTHS, AND HARDWARE SHALL CONFORM TO ALL APPLICABLE ACCESSIBILITY CODES. 10, ALL DOORS WITH GLAZING AND ANY GLAZED PANEL MORE THAN 18" IN WIDTH IMMEDIATLEY ADJACENT TO ANT DOOR, WHEREIN THE SILL OF SUCH GLAZED PANEL IS LESS THAN 24" ABOVE THE FLOOR, SHALL HAVE SAFETY GLAZING. 11. PROVIDE LEVER HARDWARE @ ALL DOORS, TYP. U.N.O. 12, PROVIDE KNURLED LEVER HARDWARE AT ALL DOORS TO HAZARDOUS ROOMS. 13. ALL INTERIOR HOLLOW METAL FRAMES ARE TO BE FABRICATED OF COLD ROLLED 16GA. STEEL, ALL JOINTS SHALL BE CONTINUOUS WELDED AND GROUND SMOOTH. 14. 15. ALL DOORS TO HAVE WALL MOUNTED DOOR STOPS. 16. ALL BI-PASSING DOORS TO HAVE HEAVY DUTY HARDWARE PROVIDED BY DOOR MANUFACTURER VIEWING WINDOW METAL STUD I IV WALL FRAMING, I IOOR PER WALL ( I 5/8" TYPE 'X' SCHEDULE GYP. BD. XTRUDED ( EA. SIDE XTRUDED ALUM HEAD JAMB EXTEND GYP. BD. / HRESHOLD SET INTO FRAME J CONTINUOUS ANCHOR V_ 5/8' MIN. EALANT BED I I DOOR - -1 SEE SCHEDULE ® o HOLLOW METAL FRAME STANDARD RABBET TYPICAL TRESHOLD DETAIL -� HOLLOW METAL DOOR HEAD DETAIL JAMB SIM. 2 SCALE. 6"='P-O' SCALE 6' 1'-0" DOOR SCHEDULE FRAME DETAILS GLAZING LOCATION MARK I TYPE. I WIDTH HEIGHT I THK I CORE FINISH MATERIAL FINISH HEAD JAMB SILL FIRERATE(MIN) HDWR. - TYPE FINISH REMARKS (E) STORE FRONT DOOR D1 6'-0" 7'-0" 1%" H.M. (E) MATCH EXISTING SF (E) ALUM. EXISTING (E) (E) (E) (E) TEMP. CLEAR W/PANIC HARDWARE (E) RECEIVING DOOR D2 3'-0" 7'-0" 1%" H.M. E) MATCH EXISTING SF (E) H.M. EXISTING (E) (E) (E) (E) W/PANIC HARDWARE (E) UTILITY CLOSET DOOR D3 3'-0" 7'-0" 13/4" H.M. E) IP-3 INT / LM-1 (E) H.M. EXISTING (E) (E) (E) (E) (E) SERVICE DOOR D4 S-O" 7'-0" 1%" H.M. E) MATCH EXISTING SF (E) N.M. EXISTING (E) (E) (E) (E) ACRYLIC CLEAR ELIASON DOOR (N) STORE FRONT DOOR DES 6'-0" 8'-0" 1 %a"I TEMPERED GLASS a^ (N) STORE FRONT DOOR D7 6'-0" B'-O" 1 tie" TEMPERED GLASS 5 (E) TEMP. CLEAR (E) TEMP. CLEAR SEE A-200 SEE A-200 ROOM FINISH SCHEDULE M NAME FLOOR BASE WALL CEILING (E) ORDER (E) PORCELAIN TILE (E) PORCELAIN 6N12" W/ (E) PAINT LAMINATED C3 (E) DRY WALL CEILING AREA 3/8" RAD. COVE BASE (E) DINING (E) PORCELAIN TILE (E) PORCELAIN 6"02" W/ (E) PAINT LAMINATED C3 (E) DRY WALL CEILING AREA 3/8" RAD. COVE BASE (E) BEVERAGE (E} PORCELAIN TILE O PORCELAIN 6"x12" W E ! (E) PORCELAIN TILE C3 E) DRY WALL CEILING STATION 3/8" RAD. COVE BASE SERVICE AREA FT-2 6"X6" CONT, WB-2 6"x6" CONT. 38" RAD. / MIN. (KITCHEN EQUIP ON 4Vi_t PORCELAIN TILE C3 (E) DRY WALL CEILING QUARRY TILE 8- NSF APPROVED IFGS DESSERT AREA FT-2 6"X6" CONT. W13-2 6"x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON - Wp-1A STAINLESS STEEL C3 (E) DRY WALL CEILING QUARRY TILE 6" NSF APPROVED LEGS KITCHEN AREA FT-2 6"X6" CONT. 1NB-2 6 x6 CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON WP-tA STAINLESS STEEL WASHABLE VINYL COATED QUARRY TILE 6" NSF APPROVED LEGS GYP. BD. PANELS PREP AREA FT-2 6"X6" CONT. V\13-2 ISN6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON WP-tA STAINLESS STEEL C1 2 X4 SUSP. GRID WITH QUARRY TILE 6" NSF APPROVED LEGS WASHABLE VINYL COATED GYP. BD. PANELS WARE WASHING FT-2 6"X6" CONT. VS-2 6"x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON WP-1A STAINLESS STEEL Cl 2'X4' SUSP. GRID WITH WASHABLE AREA QUARRY TILE 6" NSF APPROVED LEGS VINYL COATED GYP. BD. PANELS UTILITYAREA FT-2 6"X6" CONT. WB-2 6"x6" CONT. 5/8" RAD. MIN. (KITCHEN EQUIP ON WP-tA STAINLESS STEEL Cl 2'X4' SUSP. GRID WITH WASHABLE VINYL COATED QUARRY TILE 6" F FPROVED LEGS GYP. BD. PANELS MANAGER'S OFFICEWASHABLE FT-2 6"X6" CONT. NB-2 MIN. KIOTCHEN/8"EQUIP ON IP-3 PAINT _ C1 2'X4' SUSP. GRID WITH QUARRY TILE 6" NSF APPROVED LEGS VINYL COATED GYP. BD. PANELS (E) WALK-IN COOLER FT-2 6"x6" CONT. QUARRY TILE 6"x6" CONT. 3/8" RAD. WB-2 MIN. (KITCHEN EQUIP ON (E) EXT S.S. (E) ALUM/GALV. STL 6" NSF APPROVED LEGS TNT, ALUM/GALV. STL (E) WALK-IN . . (E) GALVSTL (E) SS/ALUM. W/, 5/8" (E) EXT S.S. (E) ALUM/GALV. STL FREEZER RADIUS COVE, 4" HIGH MIN. INT, ALUM/GALV. STL CREWAREA FT-2 6"X6" CONT. WB-2 6"x6" CONT. t/8" RAD. WP-1A STAINLESS STEEL Cl 2'X4' SUSP. GRID WITH QUARRY TILE MIN. (KITCHEN EQUIP ON WASHABLE VINYL COATED 6" NSF APPROVED LEGS I GYP. BID. PANELS (E) UTILITY CLOSET (E)PORCELAIN TILE (E) PORCELAIN 6"x12" W/ (E) FRP C3 (E) DRY WALL CEILING 3/8" RAD. COVE BASE - .. f r i T_ ._ ... jj">/. z. O O OO /O , .L OFFICE KICK PLATE DOOR DOOR HARDWARE SCHEDULE O i f,, ;' / ,'/,f'. / O'/ ,/ / / f 01 O TYPE DESCRIPTION/� f SINGLE DOOR DES (OFFICE DOOR): /'/ ,/ / / / /f �f _ / /r'l s I e ':- 3'0 X 7'0 X 1 3/4 HMD/PSF 3 EA HINGES TA714 114 X 101 MM US26D (MK) /% / / � ''f / ,,!T/ �I f / ✓ / 5 1 EA OFFICE LOCK 28-7GO5 LL MK US26D ( SARGENT) 1 EA KICKPLATE K1050 10" X W.T.S. US32D (F,0) / / / / L,O,✓� � / 1 EA WALL STOP 409 US32D RO / / O f / 1 GASKETING S773BL (PEMKO) iNNINIC FLOOR PLAN KEY NOTES ;' Q PROVIDE SIGN THIS DOOR TO REMAIN UNLOCK WHILE THE BUILDING IS OCCUPIED". 2 UNIVERSAL ACCESSIBLE SIGN 7 G-112 - / TACTILE SIGN. SEE DETAIL 11/G-112 / O ® MAXIMUM CAPACITY SIGN. Q COUNTER, 34 HIGH MAX.. k 104 ��---�-�� --�- - a 106 © TYPE -I HOOD ABOVE. SEE MECHANICAL --... 1 -- _ O - I .... .._ _ - - - - - - - - - --- DRAWINGS A-200 DESSERT ` _ - O O,DIE EXISTING STRUCTURAL COLUMN/ COST. GC TO FINISH WJ WP-1A 8 5 sA ®PEA-220 10 1D�-18x60 18x60a18x72"� r 18x60 I'II 1!J y J B PASS THRU WINDOW. SEE ELEVATION 2 A-220 5 s A-220 \,, s ❑9 CORNER GUARD, SEE DETAIL 16/A-220 0 3 a s - vrJ ) 10 4 D2 q A-220 A-210 110 111 3 3 B 10 ELECTRICAL PANEL SEE ELECTRICAL DRAWINGS I O \\ - A-401 dam- __2A A-221 A-221 I.:.I 4 5 -_ (E) WALK - IN (E) WALK IN x 11 EXISTING RTI FILL/ HAUL BOX A-220 / COOLER FR 5 s s EEZER)� 12 FLY CONTROL LIGHT @ 7'-6' A.F.F UNLESS NOTED OTHERWISE. 1 A 400 OLM=m� 18x60 I1008 13 BIOMETRIC SCANNER @ 48" A.F.F FOR EMPLOYEE CLOCKIN/ UTILITYj� 1 18x60 18x72 AREA`T`CLOCKOUT. PURCHASED BY OWNER, GC TO INSTALL & PROVIDE A-220 W4 2 a e. 12A-220UP E D i 100 B 105 18x48 18x48 18x36 . O 14 NEW GLAZING WINDOW. as (E) ORDER 103 I IFs ' ®(E)Fo KITCHEN sis _ AREA SERVICE AREA _ _ r 3 w2 -- ��--r-� REIN s WALL LEGEND AREA �3 - - A_221 -- `� 107 A-221 AREA 18x48 WARE WAS 1 w1 EXISTING EXTERIOR WALL ,A Ds 3 s® Fs® Fs® s® AREA s 73 Ds 03 / A-220 { `� , I FS®- , Y I13 [� EXISTING INTERIOR NON -BEARING WALL 109 (E)`U71L ANAGER p mm O INTERIOR NEW NON -BEARING WALL Da I 1j m S CL w3 OFFICE aS 1 , INTERIOR NEW LOW WAIT - s 0 WALK-IN BOX PANEL a ❑1 j 8® EXISTING STOREFRONT, E)rs INTERIOR FURRED -IN WALL 14 A-210 10 (E) BEVERAGE 2 WALL SCHEDULE STATION A-231 101 REVIEWED FOR 3 ' (E) DINING CODE COMPLIANCE Oz w1 EXISTING EXTERIOR WALL TO REMAIN. AREA O EXISTING 1 HOUR RATED WALL TO REMAIN APPROVED 3 5/8" X 20 GA. METAL STUD @ 16" O.C. W/ 5/8" TYPE 'Y' OwD DRYWALL ON BOTH SIDES. SEE DETAIL 1/A-400 JUL 0 8 20 2 0 ws wa 3 5/8" X 22 GA. STEEL STUD (LOW WALL) @ 16" O.C. W/ 5/8" : I TYPE „X" DRYWALL ON BOTH SIDES. SEE ELEVATIONS FOR HEIGHT. - - ... - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - RECE EXISTING FIXED STOREFRONT - -- - - -- - - - - - - - - - - - - - - f31D 09�UkWiiT - - - - CITY ws 3 5/8" X 25 GA. MTL. STUD WALL W/ 5/8" TYPE "X" GYP. BD BULL NG DIVISION MAY O ON BOTH SIDES (SEE DETAIL 13/A-401) GENERAL NOTES PERMIT 1. SEE ELEVATIONS FOR MORE INFORMATION FOR INTERIOR FINISHES. FLOOR PLAN 2. GC TO VERIFY SITE DIMENSIONS & ALL CONDITIONS PRIOR TO SCALE: 1/a"=1'-0" CONSTRUCTION. �L THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF GARY WATG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WFMOUT THE WRITTEN CONSENT OF GWY WAX; & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHA1L CONSTTNTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND COMMONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING ',. WITH THE FABRICATION. ARCHITECT GARY WANG & ASSOCIATES, INC. e 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL:(626)288-6898 FAX:(626)768-7101 http:/Iwww.garywang.com 12945 REGISTERED ARCHITECT WANG STATE F WASHINGTON REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE A 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL Q 071119 MECHANICAL CORRECTIONS 071919 ELECTRICAL CORRECTIONS Q 072519 BUILDING CORRECTIONS 5 090519 2ND RESUBMITTAL 0 031620 ADDENDUM 1 JOB NUMBER ARCH PROJECT#: 17-060 DRAWN BY GC SHEET CONTENT :110sZr7:7:7L1i1 SHEET NO EXISTING SIGNAGE AND HEADER EXISTING SIGNAGE AND HEADER / G /2 - V I " V i�5'- : TO �PROVIDF HEAD R / ' / /` ;% / % �/ /'` f G.0 T % / /R V�DE�ti�EA�ER ` V I:F. G;L T- ! / �/ 9 / / 9 / 9 -200 ILI 81=0" G.G. TO PRQ,VJOE HEADER r/'; s ; 8 A-200 l //i` J A-200 %if 7 A-200 7 A-200 ! �rJj' 8 / ;, $ a -zoo A-200 5'-03/» , ,I 3'-93/" i.3%=93/a" r J 1'=', '%: /j/: ,,, r J j`( ,r`!/ I o\'r�j I % j, .�%r �1t It ij� '/ If'ff IJ J• •I/ it �Irl / .'- O %. '' i•5{,'�,3/" ; -7 `7,'/. 10' X. lY 7 �/tb '/(!rl /%;J j / /I:t 1 G.C. TO I VERIFY ; iI! G.C.TO V,(RIFY �,r G.C. TO VERIFY G.C. T• VERIFY ',,•t!' ' %i,`r !'r ;r I'I/i i!,' j/ .�i r! 1�7f •rir (rr' jj/ir! /,/ •,, /I. i fjr";` 'r ,' ;'i' '' ,,`, f r ,/, -'�/` r/ r, 1/j(, r/J'/j/ ,/j . 1 I � (IJ'` ,1 J li !: 1 ` ,j • ,1%1 J'!r' j1,•, i ' -' r, ^- - -- FINISH FLOOR + O, F. 3 6 5 3 8 6 5 3 A-200 A-200 A-200 A-200 A-200 A-200 A-200 A-200 MALL SIDE ELEVATION SCALE: 1/2"=1'-0" T CRL SR2S SERIES SIDELITE RAIL ( ANID"FRAMINGNG NG W/ SATIN ANODIZED CLADDING SETTING BLOCK [ 1' X" X 4" ] SB_1.000OX0.2500X4 1 I! 1/2" MONOLITHIC, CRL EZCC CLEAR COPOLYMER STRIP FOR 180' z ? 1 9/16 Vit-TG GASKET TEMPERED GLASS GLASS TO GLASS JOINT O z - w p x zILI o 1/2" MONOLITHIC, TEMPERED GLASS d \ r TG221 TG221__:' .-. CRL STANDARD 4" HEADER \ - r1 I FASTENER -- CRL HEADER ADAPTER ------- -------- ---------------__— ----"------'--- --------__- ------ ------- - - - - - — -zo - ---- -- - - --- -- 0 0 z CRL STANDARD 4" HEADER W/ SIDELITE GLASS WIDTH SIDELITE GLASS WIDTH x �i z n o CRL SR2S SERIES DOOR RAIL CRL LOCK: CYLINDER / THDMBTDR"• zo z W a a CRL STANDARD CONCEALED DOOR CLOSER CRL SR2S SERIES DOOR O to z = w o N z o GLAZING POCKET CRL SR2S SERIES SIDELITE RAIL W/ SATIN ANODIZED CLADDING 1 8 STOREFRONT JOINT DETAIL -PLAN sGALE:s"=r-D O =., - ._ z o RAIL Wf 1NT103 INSERT a z CRL STANDARD GO w O O z z GLAZING GASKET M CRL AMR209 KEEPER. O z z O d O 1/2" MONOLITHIC, X d x O 1/2" MONOLITHIC, TEMPERED GLASS9/16 0 - x TEMPERED GLASS ' O / EXISTING CEIUNG 5/8" GYP. 1 BOARD. PAINT STOREFRONT DOOR SILL DETAIL 2 STORE FRONT DOOR HEADER DETAIL STOREFRONT WINDOW HEADER DETAIL TO MATCH EXISTING CEILING SCALE: 6"=1'-0" 6 _ 4 SCALE: 6"-1'-0" SCALE: 6"=1'-0" 2 w 4X WOOD BLOCK 1 9/16" z z 1/2" MONOLITHIC, z z 1 9/16" o w FASTENER TEMPERED EXISTING WALL GLASS g z z C z = O 1/2" MONOLITHIC, TEMPERED GLASS } CRL HEADER ADAPTER CRL SR2S SERIES SIDELITE RAIL W/ SATIN ANODIZED CLADDING w O = r E- o w x O O CD O x = 1/2" MONOUTHIC, z yJ z o CRL STANDARD GLAZING GASKET CRL STANDARD 4" HEADER W/ -- --_ --- -_ z w TEMPERED GLASS p Qo EL o O n o x GLAZING POCKET CD 'o w CRL ELCE12 CLEAR COPOLYMER STRIP FOR 90' —-- -- - a O O x cD x z CRL SETTING BLOCK w x ABUTMENT GLASS TO WALL - _— JOINT ---- -- - = O � m CRL SR2S SERIES DOOR RAIL O o ' N CRL SR2S SERIES SIDELITE RAIL Oo z W/ iNT7O1 PIVOT INSERT. N CRL SR2S SERIES SIDELITE RAIL w W/ SATIN ANODIZED CLADDING W/ SATIN ANODIZED CLADDING O z wa a o CRL 1M403 ADJUSTABLE _ -__ CRL SR2S SERIES SADDLE REVIEWED FOR z CRL STANDARD z z GLAZING GASKET FREE SWINGING FLOOR PIVOT. CODE CQ 1 LIANCE = a O 1/2" MONOLITHIC, 1 8 NET SIDELITE WIDTH APPROVED = TEMPERED GLASS ROUGH OPENING DIMENSION �r ° c JUL �� YO2O RECEI CITY OF T 4„ Cltl/OfTUiCWfIa MAY 2 BUILDING DIVIsION PERMIT STOREFRONT JOINT DETAIL - PLAN STOREFRONT WALL JOINT DETAIL - PLAN STOREFRONT DOOR SILL DETAIL 1 STOREFRONT WINDOW SILL DETAIL SCALE: 6'=-V-O" SCALE: 6"=1'-0" `7 SCALE: SCALE: 6"=1'-U' 1 iA THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHAH. REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORT( OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG A ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSMUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRINN DIMENSIONS ON THESE DRAWNGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITRONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION. ARCHITECT GARY WANG & ASSOCIATES, INC. d 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL: (626) 288.6898 FAX: (626) 768-7101 hftp://www.garywang.com ' r571 1 REGISTERED ARCHITECT G RY H. WANG STATE OF WASHINGTON ReRswulro. "M i TUKWILA 1374 SOUTHCENTER MALL, SPACE 374 & 368, LEVEL 1 TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 1 020719 BID ISSUE 2 022519 _ BID ISSUE 053119 CORPORATE REVISIONS _QQ 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL 22 071119 MECHANICAL CORRECTIONS Q 071919 ELECTRICAL CORRECTIONS �+ 072519 BUILDING CORRECTIONS 5 690519 2ND RESUBMITTAL QQ 031620 CORPORATE REVISIONS 2 - JOB NUMBER -- ARCH PROJECT* 17-060 B.O. CEILING AT ORDER AREA +122' T.O. FLOOR FINISH iL +0'-0, A.F.F. B.O. CEILING AT ►ee SKEWED ELEVATION I INTERIOR ELEVATION �) � INTERIOR ELEVATION OI SCALE: 1l2"=1'-0" J 2 SCALE: CODE COMPLIANCE APPROVED JUL 08 2020 City of Tukwila BUILDING DIVISION MAY 2 PERMIT INTERIOR ELEVATION SCALE: 112"=1'-0' THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHAH BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SMI VERIFY, AND BE RESPONSIBLE FOR All DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR RENEW BEFORE PROCEEDING WITH THE FABRICATION. I ARCHITECT I GARY WANG & ASSOCIATES, INC. 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL: (626) 288-6898 FAX: (626) 768-7101 http://www.garywang.com STAMP 25 REGISTERED ARCHITECT Y H. WANG G STATE F WASHINGTON lv RiT lli k F TUKWILA 1374 SOUTHCENTER MALL, SPACE 374 & 368, LEVEL 1 TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE Q 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL Qz 071119 MECHANICAL CORRECTIONS Qa 071919 ELECTRICAL CORRECTIONS A 072519 BUILDING CORRECTIONS 5 090519 2ND RESUBMITTAL Qs 031620 _ ADDENDUM 1 JOB NUMBER ARCH PROJECT#: 17-060 DRAWN BY GC SHEET CONTENT INTERIOR ELEVATIONS AA SHEET NO GENERAL NOTES 1. BEFORE SUBMITTING BID, THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FULLY ACQUAINT HIMSELF WITH THE JOB CONDITION, SERVICE REQUIREMENTS BY UTILITY COMPANY AND CONNECTIONS, AND OTHER CONDITIONS INCLUDING TRANSFORMER PAD, ALL NECESSARY PULL BOXES, JUNCTION BOXES, SIZE AND NUMBER OF CONDUITS AND CONDUCTORS, CONDUIT FITTINGS, SERVICE COMPONENTS, PANELBOARDS, ETC., WHETHER. SHOWN ON DRAWINGS OR NOT, TO MAKE A COMPLETE AND OPERABLE ELECTRICAL SYSTEM WITHOUT ADDITIONAL COST TO OWNER. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL LOCAL LAWS, RULES AND REGULATIONS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICT BETWEEN REQUIREMENTS, THE MOST RESTRICTIVE SHALL APPLY. FOLLOW THE LOCAL LAWS, RULES AND REGULATIONS FOR ANY CONFLICTS BETWEEN THE CONTRACT DRAWINGS AND THE LAWS, RULES AND REGULATION. 1 THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS FOR THE EXECUTION OF THE WORK UNDER THIS CONTRACT. HE SHALL FURNISH ALL INSTRUMENTS AND PERFORM ALL TESTS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. HE SHALL ALSO CORRECT ALL FAILURES AND REPLACE ANY DAMAGED PORTIONS OF THE WORK RESULTING FROM THESE TESTS. THE COST OF THE FOREGOING ITEMS SHALL BE PAID BY THE CONTRACTOR. 4. THE CONTRACTOR SHALL COORDINATE CLOSELY WITH THE OWNER AND OTHER TRADES FOR ALL PHASES AND SCHEDULING OF WORK, AND AUTHORIZED IN WRITING BY THE OWNER AT LEAST ONE WEEK PRIOR TO THE EXECUTION OF ANY WORK, 5, ALL MATERIAL FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE NEW AND UL LISTED, FREE FROM ALL DEFECTS, AND SHALL BE GUARANTEED FOR A PERIOD OF ONE 11) YEAR FROM DATE OF ACCEPTANCE OF THE WORK. 6. THE ELECTRICAL DRAWINGS, CONDUIT RUNS, WIRING AND ELECTRICAL INFORMATION ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE ELECTRICAL DRAWINGS TO DETERMINE THE LOCATION OF EQUIPMENT OR OUTLETS. 7. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF ALL LIGHTING FIXTURES, CEILING MOUNTED OUTLETS AND EQUIPMENT, 8. ALL RECEPTACLES AND OUTLET MOUNTING HEIGHTS AND EXACT LOCATION SHALL BE COORDINATED WITH ARCHITECTURAL, DRAWINGS ELEVATIONS PRIOR TO ROUGH -IN WORK. 9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY TYPES OF CEILING SYSTEMS AND TO FURNISH APPROVED LIGHTING FIXTURES OF THE TYPE REQUIRED FOR MOUNTING IN RELATED CEILINGS. FIXTURES SHALL BE COMPLETE WITH NECESSARY MOUNTING HARDWARE AND ACCESSORIES. FIXTURES LOCATED IN DAMP OR WET LOCATIONS SHALL BE LABELED FOR USE IN SUCH LOCATIONS. 10. ALL RECESSED LIGHTING FIXTURES, SPEAKERS, PANELBOARDS, SWITCHES, - ETC., MOUNTED IN FIRE RATED STRUCTURES SHALL BE ENCLOSED WITH AN APPROVED ENCLOSURE CARRYING THE SAME FIRE RATING AS THE STRUCTURE. 11. ELECTRICAL OUTLETS ON OPPOSITE SIDES OF FIRE RATED WALLS AND PARTITIONS MUST BE SEPARATED BY DISTANCE OF 24INCHES HORIZONTAL, U,B,C. 4304 OPENINGS IN FIRE RATED WALLS GREATER THAN 16 SQ. INCHES MUST BE FIRE STOPPED. 12. SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS, CEILINGS, FLOORS, ETC., TO MAINTAIN THE FIRE RATING. FURNISH AND INSTALL FIRE RATED ENCLOSURE FOR ALL EQUIPMENT PENETRATING INTO FIRE RATED ENVELOPES, SPACES ETC. 13, PORTIONS OF THE CEILING SYSTEMS MAY BE INACCESSIBLE. THEREFORE, THE CONTRACTOR SHALL STRATEGICALLY LOCATE ACCESS BOXES, ETC., WHICH SHALL BE READILY ACCESSIBLE. ALL LIGHTING FIXTURE WIRING, BALLASTS, J-BOXES, ETC. SHALL BE ACCESSIBLE FROM FIXTURE OPENING. 14. ALL WIRING AND ELECTRICAL EQUIPMENT INSTALLED FOR MECHANICAL AND PLUMBING EQUIPMENT SHALL BE IN ACCORDANCE WITH DIVISION 15 AND ASSOCIATED DRAWINGS. CONTRACTOR TO OBTAIN THE REQUIRED MECHANICAL AND PLUMBING DRAWINGS AND PROVIDE ALL EQUIPMENT, RACEWAYS, WIRING, ETC., AS INDICATED THEREON AS PROVIDED UNDER THE ELECTRICAL WORK. 15, ALL FINAL CONNECTIONS TO OWNER FURNISHED EQUIPMENT SHALL BE MADE BY THE CONTRACTOR UNLESS OTHERWISE NOTED. VERIFY ELECTRICAL CHARACTERISTICS AND U,L. LISTING PRIOR TO CONNECTION. 16. THE CONTRACTOR SHALL VERIFY THE LOAD INPUT VOLTAGE OF ALL EQUIPMENT PRIOR TO INSTALLATION. ACCEPTING ANY EQUIPMENT RESULT IN LOAD INCREASE SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 17. PROVIDE AN ADDITIONAL JUNCTION BOX (SIZE AS REQUIRED) WHERE THE NUMBER OF CONDUCTORS EXCEEDS THE MAXIMUM ALLOWED FOR A GIVEN JUNCTION POINT OR OUTLET. 18. CONDUCTORS SHALL BE THHN/THWN 600 VOLT INSULATION COPPER UNLESS OTHERWISE NOTED. USE PROPER TEMPERATURE RATING OF CONDUCTORS BASED ON THE AMBIENT AIR TEMPERATURE WHERE CONDUCTORS ARE BEING USED. HIGHER AMPACITY CONDUCTORS AND LARGER RACEWAY SHALL BE PROVIDED TO OFFSET THE AMPACITY CORRECTION FACTORS AS INDICATED IN NEC TABLE 310 AND ELSEWHERE IN CODE. 19. DO ALL DRILLING, CUTTING, CHANNELING AND PATCHING REQUIRE TO ELECTRICAL WORK AND INDICATED OR HEREIN SPECIFIED. ALL HOLES, CURBS, ETC., IN FLOORS, CEILINGS AND WALLS SHALL BE PATCHED, UNLESS INDICATED OTHERWISE. PAINT ALL EXPOSED ELECTRICAL RACEWAYS, CABINETS, ENCLOSURES AND FITTINGS TO MATCH IN COLOR ADJACENT SURFACES IN FINISHED AREAS. 20- EMERGENCY LIGHTING SHALL BE PROVIDED PER U.B.C. OR LOCAL CODE AND SHALL BE DESIGN TO PROVIDE MINIMUM REQUIRE FOOTCANDLES AND LUMENS. 21. BRANCH CONTROL CIRCUITING MAY NOT BE INDICATED ON THESE PLANS. CONTRACTOR IS RESPONSIBLE TO COMPLETE THE BRANCH CIRCUIT WIRING IN ACCORDANCE WITH PLAN NOTES AND AS PERMITTED BY 2014 NATIONAL ELECTRICAL CODE (N.E.C.) AND ANY LOCAL SUPPLEMENT. CONTRACTOR SHALL SUBMIT FINISH DRAWINGS AS A PART OF SHOP DRAWING SUBMITTAL TO ARCHITECT AND AUTHORITY HAVING JURISDICTION. 22. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND SUBMITTALS FOR ELECTRICAL EQUIPMENT SHOWN ON THE PLANS AND SPECIFICATION FOR THE ENGINEERS APPROVAL. THE ENGINEER MAY REQUIRE THE CONTRACTOR TO REDO ANY WORK, WHICH WAS NOT APPROVED, OR THE ENGINEER MAY REQUIRE A CREDIT TO THE OWNER. PROVIDE A SET OF AS BUILTS AFTER THE JOB IS COMPLETED. THIS SET SHALL BE CONTINUOUSLY UPDATED DURING CONSTRUCTION PERIOD. SHEETINDEX SHEET # SHEET NAME E-100 GENERAL NOTES, SINGLE LINE DIAGRAM E-200 SITE ELECTRICAL PLAN E-300 POWER PLAN E-301 KITCHEN EQUIPMENT SCHEDULE E-400 LIGHTING PLAN E-500 ELECTRICAL ROOF PLAN E-600 PANEL SCHEDULE E-700 ELECTRICAL DETAILS E-800 INTERIOR LIGHTING COMPLIANCE LEGEND AND NOTES -*H WALL MOUNTED OCCUPANCY SENSOR. SINGLE POLE TOGGLE SWITCH 20 AMP, 120 V, @ 44" AFF z DOUBLE POLE TOGGLE SWITCH 20 AMP, 120 V, @ 44" AFF THREE WAY SWITCH 20 AMP, 120 V, @ 44" AFF DIMMER SWITCH 1800 WATTS, 15 AMP MINIMUM, 120 V, @ 44" AFF Sm MOTOR RATED SWITCH, HE RATED -e1 SINGLE RECEPTACLE, NEMA RATING AS NOTED $+ DUPLEX RECEPTACLE 20 AMP, 120 V GROUNDING TYPE, @ 15" AFT CONTROLLED DUPLEX RECEPTACLE 20 AMP, 120 V GROUNDING TYPE, @ 15' AFF DUPLEX RECEPTACLE 20 AMP 120V GROUNDING TYPE, @ CEILING 44 DOUBLE DUPLEX RECEPTACLE 20 AMP 120V GROUNDING TYPE, @ I S' AFF ® DUPLEX RECEPTACLE 20 AMP 120V GROUNDING TYPE, FLOOR MOUNTED jg� GFCI RECEPTACLE, 20 AMP 120V GROUNDING TYPE, @ 42' AFF, U.N.O. (PA DEDICATED RECEPTACLE, 208V, 30 TELEPHONE OUTLET WITH 3/4" CONDUIT TO TELEPHONE BACKBOARD b TEL, OUTLET & DATA OUTLET WITH (2) 3/N' CONDUIT DATA OUTLET WITH 3/4" CONDUIT Q JUNCTION BOX TO SUIT THE FIELD CONDITIONS MOTOR OUTLET NOTES: 1, SUBSCRIPT LETTER NEXT TO THE ABOVE SYMBOLS INDICATES DEVICE CONTROLLED 2. DEVICES AND COVER PLATE COLOR AS SELECTED BY ARCHITECT, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF OUTLET, UNLESS NOTED. COORDINATE REFRIGERATION OUTLET REQUIREMENT WITH HILLS REFRIGERATION PLAN. 3. RECEPTACLES IN BATHROOM, LAUNDRY ROOM, AND KITCHEN SINK AND EXTERIOR LOCATIONS SHALL BE GROUND FAULT TYPE (GH) A EMERGENCY CIRCUIT. LOCK ON DEVICE FOR BREAKER SERVING CIRCUIT BREAKER -'��- SWITCH AND FUSES ❑J DISCONNECT SWITCH ZJ COMBINATION MAGNETIC STARTER & FUSED DISCONNECT (ZI MANUAL MOTOR STARTER 3-P, W / OVER LOAD PRETECTION O WATT/HOUR METER SOCKET S�D SMOKE DETECTOR Q TRANSFORMER ® PAD MOUNTED TRANSFORMER " CURRENT TRANSFORMER SWITCHBOARD ® PANELBOARD ® TELEPHONE CABINET WITH BACKBOARD NOTES: 1. BREAKERS, SWITCHES, FUSES, METER SOCKETS, AND CURRENT CARRYING DEVICES SHALL BE DESIGNED TO WITHSTAND MAXIMUM AVAILABLE FAULT CURRENT (AFC) ESTABLISHED BY SERVING UTILITY 2. SWITCHBOARDS AND PANELBOARDS BUSSING SHALL BE BRACED TO WITH- STAND MAXIMUM AVAILABLE FAULT A-7,3,5 �� CONDUIT HOME RUN TO SOURCE INDICATING PANEL "A" CIRCUITS #1, 3 & 5 CONDUIT RUN CONCEALED IN CEILING SPACE OR IN WALL - - - CONDUIT RUN BELOW FLOORS OR IN GRADE HASH MARKS INDICATE QUANTITY OF CONDUCTORS. NO HASH MARK INDICATES #10 2 #12 AWG. U.O.N. (# 10 INDICATES # 10 AWG. CONDUCTORS) SIZE OF CONDUIT SHALL BE BASED ON TABLE 1, CHAPTER 9 OF N.E.C. AMD TABLE 3A AND 3B SHALL DETERMINE THE CONDUIT SIZES. MINIMUM CONDUIT SIZE SHALL BE 1/7'. -T - TELEPHONE CABLE IN 3/4" CONDUIT -TV- TELEVISION ANTENNA CABLE IN 3/4" CONDUIT - S - CONDUIT RUN FOR SPEAKER SYSTEM. 3/4" C. U.O.N, - F- CONDUIT RUN FOR FIRE ALARM SYSTEM. 3/4" C. U,O.N. D. NOTES: 1. TELEPHONE AND TELEVISION CABLES MAY BE PREWIRED BY LOCAL TEL/COMM/CABLE T,V. COMPANY. 2, ALL CONDUIT SHALL BE RIGID STEEL OR EMT. FLEXIBLE CONDUIT SHALL BE LIMITED TO 72' FOR FINAL CONNECTION TO LIGHTING FIXTURES OR MOTORS, INCLUDE GROUNDING CONDUCTOR. P.Y.C. CONDUIT SHALL BE USED ONLY FOR UNDERGROUND, LIGHTING FIXTURE SCHEDULE LEGEND FIXTURE TYPE LAMPS INPUT WATTAGE VOLTAGE BALLAST DESCRIPTION FINISH MOUNTING LOCATION REMARKS Z i w TYPE 2' X N RECESSED MOUNTED TROFFER LED LIGHT COMMERCIAL LIGHTING INDUSTIES: 0-l9I/ A / AE 1 LED 42 UNI LED DRIVER FOR A TYPE: CLI-NAJOLA RECESSED INDOOR 900 MINUTES FOR AE TYPE CLI-NAJOLAE BATTERY BACK UP 2' X 2' RECESSED MOUNTED TROFFER LED LIGHT B / BE 1 LED 25 UNI LED DRIVER COMMERCIAL LIGHTING INDUSTIES: 0-1 Ov DIIMMING! FOR B TYPE: CLI-NAJOLS RECESSED INDOOR 90 MINUTES FOR BE TYPE :NAJOLBE BATTERY BACKUP pE X UNIVERSAL MOUNTED EXIT SIGN COMMERCIAL LIGHTING INDUSTRIES: CLI-NAJOLEXIT 90 MINUTES 1 LED 4.5 120 / 277 ANODIZED ALUMINUM WALL INDOOR BATTERY BACK UP (E) MAIN DISTRIBUTION BOARD "MS" (E) 1200A, 120/208V, 3,p, 4W BUS 42KAIC -� I M 11 M rM iM (E) �(N) (E) (E) j�20 OA �300A 200A i3P 0A SINGLE LINE NOTES: 1. ELECTRICAL CONTRACTOR TO VERIFY EXISTING / CONDITIONS PRIOR TO ORDERING NEW EQUIPMENTIDEVICES, ------____--__-_.___.-_------..._._..._-_._-_'_- -_ --._ - ---- 2. ELECTRICAL CONTRACTOR/ OWNER TO REQUEST ANEW SERVICE FROM THE LOCAL ELECTRICAL SERVICE PROVIDER. ! 3. ELECTRICAL CONTRACTOR ! OWNER TO REQUEST A NEW AIC (AMPERE INTERRUPTING CAPACITY) PROTECTION 3 ! FROM THE LOCAL ELECTRIC UTILITY COMPANY. ' 4. ALL CONDUCTOR SIZES FOR THIS PROJECT SHALL BE THHN/THWN COPPER AWG OR KCMIL PER 2014 NEC i TABLE310.15 (B) (16). 5. TRANSFORMER SHALL HAVE A DISCONNECTING MEANS �j p LOCATED IN REMOTE LOCATION AND FIELD MARKED ON Z; Q Z 3 THE TRANSFORMER AS PER 2014 NEC ART. 450.14. 0! Z Z 0' �I 0 0 pl 10 LEGENDS: o .6 o C0 0 Oco ' NEW WORK U EXISTING TO REMAIN, U.O.N. 0 C) wl Tvy iV w��, DEMOLITION I (E): EXISTING. FIELD TO VERIFY, (EF): EXISTING FEEDER. FIELD TO VERIFY. (N): NEW I- -) (R): EXISTING TO BE RELOCATED. 1 1 IN) 1 1 (E) PANEL PANEL PANEL I 1 ( PANEL I - ,A, 100A ,C, I ,D, [ 1 € Im___J P L.___J a 0 Z 0 e6 N V (N) PANEL 'AT' kNIRA7L, R�qR, D REp so SINGLE LINE DIAGRAM SCALE: NTS MAY 2 PERMIT CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS, , MEP 4 0 F J2'&bO CTURuy-mg,,iNG e Ury s!on cf PWmp Engineering, Inc. 914 E. RATE LLA AVENUE ANAI16M, CALIFORNIA 92905 P (714) 385-1635 F(214) 385.1834 wmv.WumppwP.wm STAMP Pit D. A. p W ASy �G�q c P 34218 4 ss/DNA L ENG� E% 03/19/21 PROJECT NAMEIADDRESS: Mllobn TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE IDESCRIPTION 1 020719 JBID ISSUE 2 022519 BID ISSUE 1 053119 CORPORATE REVISIONS _�L 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL s 071119 MECHANICAL CORRECTIONS A 072419 ELECTRICAL CORRECTIONS + 1080919 IELECTRICAL CORRECTIONS Qs 031620 JADDENDUM 1 JOB NUMBER MEP # 1901069 • • III i� Y°°' i q fi SEE ENLARGED POWER &_ 1 LIGHTING PLAN E400 E300 I I -- 5,12 I' 1 I \ \ \ i </ \ /'rrr!7 J cqI s ;r r r i %rrrrrf rr rrrrr/rr rrr,�r �-' rr ;!%rrrrr,�,f �rrrrrrrrr rrr rrrrrr;'rrrrrrrrrrrrrrrirrrri.� I ,rrr/!/rrrrr/rr///rrrr/rrrrr ,. I - - - - j� / �`7 ------------ Y / r / GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITION AT THE JOB SITE BEFORE COMMENCING ANY PHASE OF THE WORK. ADJUSTMENT FOR FIT AND COORDINATION SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 2. ELECTRICAL CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, MECHANICAL & STRUCTURAL DRAWINGS AND SPECIFICATION FOR ANY ADDITIONAL REQUIREMENTS. 3. CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES. 4. ALL CONDUIT SHALL BE AS STRAIGHT AS POSSIBLE AND PARALLEL OR PENPENDICULAR TO THE BUILDING LINES. 5. PROVIDE MULTI -CONDUCTOR HOMERUNS AS SHOWN AND USE #10 AWG NEUTRAL. PROVIDE GREEN GROUND WIRE IN ALL RACEWAYS. 6. SEAL ALL WALL, ROOF AND FLOOR PENETRATION WITH UL LISTED FIRE SEALANT. 7, ALL CONDUIT SHALL BE ROUTED CONCEALED WITHIN WALLS AND OR ABOVE CEILINGS. 8. REFER TO ALL ARCHITECTURAL ELEVATIONS FOR EXACT MOUNTING HEIGHTS OF ALL DEVICES. 9, REFER TO ALL MECHANICAL DRAWINGS FOR ALL HVAC EQUIPMENT LOCATED ON ROOF. SCALE: CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. MEP 4 0 HiiECTURF z EER- a divls'.on cf PWmp Engineering, Inc. 914 E. -TELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385.1835 F(714) 385.1834 wA,vVlumP�G.mn STAMP �pRQA. °C �G�o@ WASy"�(✓�o PD y 34218 4V4- DNA It EXP. 03/19/21 PROJECT NAME/ADDRESS: 9MI'lob" TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS J ISSUE DATE NO. DATE DESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE 1 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL z 1071119 IMECHANICAL CORRECTIONS 072419 1ELECTRICAL CORRECTIONS A 1080919 1ELECTRICAL CORRECTIONS 0 1031620 JADDENDUM 1 JOB NUMBER MEP # 1901069 DRAWN BY CHECKED BY PEI PEI _SHEET CONTENT ELECTRICAL SITE PLAN SHEET NO �l I ELECTRICAL SITE PLAN - I I ._. --...........................- -- - -- — - _ — — — — - _ - — — E ; j r J J r Og i r. EIZ V - I 14_-i n,. I is - -I f ,�.._.._._ (E) PNItA' - ----- ...- - I — — -- —._= 1 Al-3LEI � r 5 7a. - -- _.a - A1-34•°' _ _ C-14 C 1 C 3 C 5 -d_ 3 4, B 34 d I I %sl -3 I — \ �.'—.. —,�-n tea- —/ •� -rv: _ 4 Tim 1 8X6:1. --- fit-9,11 __ -30/3 / - �Yl�,�Isy=��^a�:iz:�s:�:=z7..:1T"w .?r3�,a5�,.mzi.�,a—r .� �� _:�-�Y• . ,,.. j'\..i' Jam• \ 1 - _ ¢` ¢\ •.I .. ., :._ .: rz9'Z; �� _ F�rc�� ♦ t' `8R"o� ..,L �., i. =8x12 j # - 45 6, `' /•- ' -�! (c 7J... ,J-,' - ..-_�J' 'd{"r\�� Sr �`��'�y ,� -A'8_b -}- r-- 1 ,�• �f 41 " AS�,15.17 �\�r - v e4 G26'. f ......._._� _ : / \ •.,� /,-, 1 C 30/32 I -72 fi 33 i . 3o/fir c / _ J i• 0 i isx60 -4^4 35 S' :•� ;.l 7 s 18x3a.� /'-�_ a L1$'L,DR - '+3c-::L'2""� s•,, iY :.. `, / :, ; /•, \ I1 '. I • r,, ^ , �—i i_ _ Js5 I. : ; Jrtf•;r z ,,.--/:�, �i;,��:a,-...'1�g�1t_, i, v _, -�2.4 �1 A11 ;s:_1i',1$./-, T GI 2^i_}'�5'_._�1.-"�_ 1 '9-, , .`ICr�_3_t3I -_-EZ` GJ�- Y3,t6✓1_,1_/:'I-3 ,1-.- i / I; A1I-3E 9/9�1 �_l3t'y"l r3' .PF_.1 C-36/38SCOPE : aY h OF WORK 24 22 -�- C cl,=34. - "I .��, � /r I , V �; -I ;: �!"^ ! 11, 1.. _— �= i --- - -MFi- I-:c � i •,-29,T 1 I` .. M-_'.7 1S .. _'--- 34 - - „g26 ? _ ..-t -- -- ---:A1f35<.' - -,'�• ---�_=31 1: i Ll ••,-! : 1 .. _:=- -'&I' .. Imo.-'... _ __ _ _ _ �¥� J a 1 r 73 >=.: „>!J 1__ L.......s ------ L@-2EiR,.-.-L6_20R_ I 10:. 1 l- i1q; " 1) I 1\1 _ �.� ✓1_.�_ (� _. _a t_J1 B-3 { 1 -- — — ;• — — f arr ALL 120VOLTS, 20 AMP RECEPTACLES LOCATED \ J � •-� ��/ - % � } ( _` j UNDER COUNTERS WITHIN SERVICE AREA AND KITCHEN AREA TO BE SERVED FROM GFCI TYPE 6 CIRCUIT BREAKERS PER 2017 NEC 210.8 (B) (2). �\ D 23 '"�'� "�Al-18 Al-20 ``� - •yf - 1 i - --- �(E) : OP1-ROOFj; f• N-ROOT-- —�f- _- j '— I GENERAL NOTES KEY NOTES 1. REFER TO ARCHITECTURAL PLANS FOR ALL DEVICE FINISHES. ❑1 DENOTES CIRCUIT DESIGNATION MINIMUM BRANCH CIRCUIT WIRING SHALL BE 10 PROVIDE 250V, 30, 4P, 4W, 50 AMP RECEPTACLE, NEMA 15-50R WITH 4 #8 & 1 #10 MINIMUM OF #12 AWG (HOT), #12 NEUTRAL PLUS #12 GROUND IN 3/4" CONDUIT GND. PROTECTED BY GFC CIRCUIT BREAKER AS PER 2014 NEC ART. 210.8 (B). 2. CONTRACTOR SHALL REFER TO KITCHEN EQUIPMENT DRAWINGS FOR ALL EQUIPMENT AND (MIN.) TWO OR MORE CIRCUITS MAYBE INSTALLED IN ONE CONDUIT FOR BRANCH CONTROLS (QUANTITIES AND LOCATIONS), AND REQUIRED CONTROL WIRING. WIRING AND HOMERUN TO PANEL PER PROVISION OF 2014 N.E.C. PROVIDE #10 AWG 19 PROVIDE 250V, 10, 2P, 3W, 20 AMP RECEPTACLE, NEMA L6-20R WITH 3 #10 & 1 #10 WHEN TWO OR THREE CIRCUITS SHARE A COMMON NEUTRAL. GND. PROTECTED BY GFC CIRCUIT BREAKER AS PER 2014 NEC ART. 210.8 (B). 3. ALL RECEPTACLES AND SWITCHES PLATES SHALL BE IN COLOR SPECIFIED BY ARCHITECT. PROVIDE IODA, 120/208V, 3 PHASE, 4 WIRE, PANEL "A1". 13 HEAT TRACE GROUND FAULT PROTECTION OF EQUIPMENT SHALL BE PROVIDED FOR 4. E.C. SHALL REFER TO KITCHEN DWG(S) FOR ELEVATION EXACT HEIGHTS FOR ALL a HEAT TRACING AND HEATING PANELS. RECEPTACLES AND SWITCHES. EXISTING 200A, 120/208d, 3 PHASE, 4 WIRE, PANEL "B" TO BE DEMOLISHED AND REPLACE WITH NEW 200A, 120/208V, 3 PHASE, 4 WIRE, PANEL "B" LOCATED BESIDE TO 5. ALL WIRING, INCLUDING LOW VOLTAGE, SHALL BE IN CONDUITS. PANEL "C". EC TO VERIFY EXACT LOCATION BEFORE ROUGH -IN. 6. PLANS ARE PREPARED WITH REQUIRED BRANCH CIRCUITS INDICATED BY CIRCUIT NUMBERS 4 DEM LISHE THE 100A, 1 0/208 , 3 PHASE, 4 IRE, 4 SPA ES, PANEL" AND AND HOMERUNS. PROVIDE AND INSTALLED CONDUITS, CONDUCTORS BOXES, MISC. REPLACE WITH NEW I OOA, 120/208V, 3 PHASE, 4 WIRE, 42 SPACES, PANEL "C". FITTINGS, ETC. FOR A COMPLETE OPERABLE SYSTEM. BRANCH CIRCUIT INSTALLATION SHALL COMPLY WITH SPECIFICATION AND N.E.C. 2017. F5 KEEP 3 FEET CLEARANCE IN FRONT OF ELECTRICAL EQUIPMENT PER 2017 N.E.C. CODE - REQUIREMENTS. 7. ALL 125V, SINGLE PHASE, 20A RECEPTACLE(S) INSTALLED IN THE KITCHEN SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL, 2017 NEC ART. © WALK-IN COOLER AND WALK-IN FREEZER MUST COMPLY INSTALLATION RACEWAY 210.8(B). SYSTEM PENETRATIONS MUST BE SEALED AS PER 2014 NEC ART. 300.7. 8. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET 24" �7 E.C. TO PROVIDE 1" CONDUIT WITH PULL CORD STUB AT ACCESSIBLE CEILING SPACE MINIMUM. RUN THRU EXISTING MAIN TELEPHONE BACKBOARD. EC TO COORDINATE WITH TELEPHONE/DATA INSTALLER BEFORE ROUGH -IN. 9. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM THE SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE ® PROVIDE 208V, 10, 2P, 3W, 20 AMP RECEPTACLE, NEMA 6-20R WITH 3 #10 & 1 #10 RATING OF THE WALL. GND. PROTECTED BY GFC CIRCUIT BREAKER AS PER 2017 NEC ART. 210.8 (B).rn \,cva 10. ALL UNDERGROUND CONDUITS SHALL BE PVC SCHED. 40, MINIMUM 3/4"C. RUN CODE �q PROVIDE 125/25OV, 10, 4P, 4W, 20 AMP RECEPTACLE, NEMA L14-20R WITH 4 #10 & 1 C1'TV OF SIZE INSULATED EQUIPMENT GROUND CONDUCTOR. #10 GND. PROTECTED BY GFC CIRCUIT BREAKER AS PER 2017 NEC ART. 210.8 (B). pq pj 2 ii= C PA �ERMIl E APPROVAA0 REQUlREO NORTH SCALE: POWER PLAN 1/4„_1,_D„ 1 CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. MEP 40 a C vts an ct Piump Enginaedng, IOC. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92895 P 1214) 385�035 F1714) 385 1834 ww«.9Nmcs�oca" STAMP APR D. 4. p� �G OF WASy G� z 34278 � SS/LANAI ENS\ EXP. 03/19/21 PROJECT NAME/ADDRESS: Mleebm TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE W 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL z 071119 IMECHANICAL CORRECTIONS s 072419 JELECTRICAL CORRECTIONS 4 080919 IELECTRICAL CORRECTIONS s 031620 JADDENDUM 1 JOB NUMBER MEP # 1901069 DRAWN BY CHECKED BY PEI SHEET CONTENT POWER PLAN SHEET NO E300 REMARKS PLUMBING ELECTRICAL JOLLIBEE 12/27/2018 2 t 2 REMARKS PLUMBING ELECTRICAL JOLLIBEE 1/15/2019 GAS WASTE WATER HOTIGC COLDWATER CONNECTION RIH TYPE LOAD AMPS KW HP �„ VOLTS¢ u aC!SIZE MODEL NUMBER MANUFACTURER z DESCRIPTION GAS WASTE HOTCOLDWATER WATERc CONNECTION RIH TYPE LOAD AMPS KW HPFS a os. VOLTS J¢ F u MODELMANUFACTURER NUMBERSIZE z DESCRIPTION RIH MBTU TYPE SIZE RIH SIZE RIH SIZE RIH MBTU TYPE SIZE RIH SIZE RIH SIZE D 120 1 (E) WALK-IN FREEZER 58 1OLUBEESERVINGAREA EQUIPME GC MILLWORK BY GC 1 CREWTABLE 591 GC TO MODI FY PER PLAN GC CUSTOM BY GC 1 EXISTING FRONTCOUNTER 1 6p 0 0 2 CREW CHAIR 60 2 C 120 O O S-LINE it PIONEER POS 2 EXISTING POSTERMINAL 2 61 SEECAPTIVAIRE GC GC CAPTIVEAIRE 2 FIRESUPPRESSION CABINET 613 NEMA5-15P SC _ 10AFF C 4.9 0.2 1 115 GC O TSSU-27-12M-B-ADA TRUE 1 COLD TABLE 3 61.1 LL GC GC 1 FIRE SUPPRESSION PULL BOX 61.14 GC 0 CUSTOMS/S ALLSTRONG 1 ICESHAVERTABLE 4 62 62.1 FOR FRENCH FRIES FRYER FOR GRIDDLE -} _ T GC GC O 0 CUSTOMS/S CUSTOMS/S ALLSTRONG ALLSTRONG 1 1 12" 5/5 WORK TABLE 12" S/S WORKTABLE 624.1 6214.2 NEMA5-15P FS FS C 3.8 0.225 1 115 GC GC O 0 CUSTOMS/S HC-8E ALLSTRONG HATSUYUKI 1 1 ICE BIN ICESHAVER 4.1 4.2 62.2 _ FOR HALO HALO GC O CUSTOMS/S ALLSTRONG 1 24"X30"WORKTABLE 62.25 NEMA5-15-P SC C 4 115 GC 0 25F GLOBALINC. 1 CHEST TYPE FREEZER 5 63 2 TRASH BIN 63 6 GC 0 CUSTOM S/S ALLSTRONG 1 BACK COUNTER 6 NOTE USED 64 6.1 D 1/2 1/2 GC 0 HS-16151N ALLSTRONG 1 DROP IN HAND SINK 6.1 65 C 1.5 120 GC 0 EV9437-42 EVERPURE 1 MAIN WATER FILTER 65 6.2 GC 0 CUSTOMS/S ALLSTRONG 1 5/S ICE BIN 6.2 66 NE_MA 5-15P C 5.4 1/2 1 115 GC 0 T-49-HC TRUE 1 2 DOOR CHILLER 667 GC O CUSTOM S/S ALLSTRONG 1 ASSEMBLY COUNTER 7 67__NEMA5-14 C 13 1.55 1 120 GC 0 RCS10TS AMANA 1 CREWMICROWAVE 678 GC O CUSTOMS ALLSTRONG 1 STEAMTABLE 8 68 NOT USED NOTE USED 688.1 STEAM TABLE INSERT FS D 8.7 1.8 1 208 GC O MOD-200D WELLS 1 FOODWARMER 81 67 NOTUSED NOTE USED 698.2 STEAM TABLE INSERT 3/8 GC GC B-0208 T&SBRASS 1 FAUCETFILLER 8.2 J 0 LU BEE M I SCELLAN EOUS 8.3 STEAM TABLE INSERT FS 3/4 3/8 GC 0 3041 FISHER 1 DIPPERWELL 8.3 7p GCTOPROVIDEMOUNTING BRACKETAND DATA OUTLET C 1 115 GC O 48" SAMSUNG 5 MENU BOARD 70 8,4 STEAM TABLE INSERT GC O CUSTOMS/S ALLSTRONG 1 OVERHEADSHELF 8.4 8.5 STEAM TABLE INSERT D 9.3 1.12 1 2C8 GC 0 GRAHL-24D HATCO 1 HEATLAMP 8.5 71 GCTO PROVIDE MOUNTING BRACKET AND DATA OUTLET C 1 115 GC 0 TD222021 VIEWSONIC 2 ORDER MONITOR 7110 9 NEN1AL1420P - C 17.5 42 1 120/208 GC O GRSDH-60D HATCO 1 HOR20NTALFOODWARMER 9 NOTUSED NOTE USED 10 73 84AFF C 55 1 115 GC 0 MAXIMA ECOLAB 2 FLYTRAP 7311 NOTUSED NOTE USED 11 JOLUBEEOFFICE ACCESSORIES 12 NEMAS-15P C 3 0.34 0.16 1 115 GC O D15-3 CRATHCO 2 JUICE DISPENSER 12 80 SEE ENLARGEDPLAN GC GC MILLWORK BY GC 1 MANAGER'S DESK 8013 NEMA5-15P C 131 1.57 1 120 GC O VP17-2-BLK BUNN-O-MATIC 1 COFFEE DISPENSER 13 81 SEE ENLARGED PLAN GC 0 1 MANAGER'S CHAIR 81 14 14.1 GC GC O 0 C2410C SAN JAMAR 2 (E) CUP DISPENSER 14 82 SEE ENLARGED PLAN C 1 115 GC GC S22E4050B SAMSUNG 1 CCTV MONITOR 82 C2410C SAN JAMAR 1 (N) CUP DISPENSER 14.1 _ =Y12 SEE ENLARGED PLAN C 1 115 GC O 1 COMPUTER MONITOR 8315 1 (E) BEVERAGE COUNTER 15 SEE ENLARGED PLAN, C 1 115 GC GC CSMA 1220 1BL 1 AMPLIFIER 84 15.1 1 (E)COUNTERTOP TRASH RECEPTAC 15.1 16 FS 3/4 3/8 C 9.3 1 115 IDC215 CORNELIUS 2 (E) SODA DISPENSER 16 ___ 94.1 32CHANNEL SEE ENLARGED PLAN C 1 115 GC GC BDP-5590 SONY 1 DVD PLAYER �1162 16.1 W/FILTERED COLD WATER FS 3/4 3/8 48ACH C 20.1 6.8 1 115 CIM053OR ICE-O-MATIC 2 (E)ICE MAKER 16.1 85 86 SEE -ENLARGED PLAN SEE ENLARGED PLAN 1 1 115 115 GC GC O O TRIPP LITE 1 1 COMPUTER/KEYBOARD SERVER CAGE 85 8616.3 ON ROOF D 6 1 115 RCA-1001 ICE-O-MATIC 2 (E)REMOTECONDENSER 162 BELOWCOUNTER C 120 2 (E)SODAMACHINE COMPRESSOR 16.3 PLAN C 11 115 GC O MFC-9130CW BROTHER 1 PRINTER/SCANNER/FAX 87 JOLLIBEE KITCHEN AREA EQUIPMENT 87 88 89 SEE ENLARGED SEE ENLARGED PLAN SEE ENLARGED PLAN GC GC GC GC MILLWORK MILLWORK BY GC BY GC 1 1 FILE CABINET WALLSHELVINGS 88Z1 $9 31410ACH 212 GC O IHPA-2-24 IMPERIAL 1 28URNERHOTPIATE 21 21.1 GC 0 CUSTOMS/S ALLSTRONG 1 s/s BURNER STAND 21.1 _ 90 ON 6" CONC. CURB GC O 1 VAULT 90 22 NEMA 15-50P W/CWFILTEREDWATER FS 3/4 3/4 8.5 ACH C 42 15 3 208 GC 0 E62083E150 ACCUTEMP 1 RICE STEAMER 22 LEGENDS FS-INDIRECTWASTE TOFLOOR IfNK D- DIRECT WASTE ACH-AB- SELF CONTAIN T ACH -ABOVE COUNTER HEIGHT D-DIRECTCON NECTION ACH- ABOVE C- CONVENIENCEOUTLET COUNTERHEIGHT FS - FLOOR STUB -OUT DC- DROPPED CORD 0-OWNER SC- SIGN CONTRACTOR GC -GENERAL CONTRACTOR KEC-KITCHEN EQUIPMENT CONTRACTOR EC- ELECTRICAL CONTRACTOR ES -EQUIPMENT SUPPLIER 22'1 GC O CUSTOM5/5 ALLSTRONG 1 EQUIPMENT STAN D W/ CASTERS 22.1 23 3/4 90 FS 11/4 3/8 C 1 120 GC O FGP55 FRYMASTER 1 RETHERMALIZER 23 24 W/ FILTERED COLD WATER : 3/45.3AFF 80 FS 1 1/4 1/4 5.3AFF C 8 120 GC O GPCRB FRYMASTER 1 PASTA COOKER 24 25 NOTUSED I NOTE USED 25 " 26 NEMA5-15P 3/47ACH 50 7ACH C 4 120 GC O GGF201A2400-TI ACCUTEMP 1 GRIDDLE 26 26.1 GC O CUSTOM S/S - ALLSTRONG 1 1 EQUIPMENT STANDWfCASTERS 26.1 27 NOTUSED _ NOTE USED 27 28 NEMA5-15P C 15 1,75 1 120 GC O 30ONDNL THERMODYNE 1 BURGER HOLDING CABINET 28 28.1 NEMA5-15P SC C 5 0.3 1 115 GC 0 TUC-27F-HC TRUE 1 FREEZER BASE 28.1 29 NEMA5-15P SC C 4.9 0.2 1 115 GC 0 TSSU-27-12M-B-ADA TRUE 2 SANDWICH TABLE 29 291 I SC GC O CUSTOMS/S ALLSTRONG 2 OVERHEAD SHELF 29.1 29.2 _ NEMA6-20P C 15.4 3.2 1 208 GC 0 RC2252 AMANA 2 MICROWAVE 29.2 30 NEMA5-15P C 143 1.8 120 GC 0 VCT-25 ROUNDUP 1 BUN TOASTER 30 30.1 GC O CUSTOMS/S ALLSTRONG 1 S/S BUN TOASTER STAND 30.1 31 GC O CUSTOM SjS ALLSTRONG. 1 STEAMTABLE 31 31.1 STEAM TABLE INSERT _ FS 1/2 D 6.9 0.8 1 208 GC O HSW-6D WELLS 1 FOOD WARMER 31.1 31.2 STEAM TABLE INSERT FS 1/2 D 10 12 1 120 GC O MOD-1001) WELLS 1 FOODWARMER 31.2 31.3 STEAM TABLE INSERT FS GC 0 CUSTOMS/S ALLSTRONG 1 SMALL COLD PAN 31.3 31.4 NEMA6-20P C 22 4.5 208 GC O FR-4 HATCO I ELECTRICWARMERS 31.4 31.5 STEAM TABLE INSERT_ 3/8 GC GC _ B-0580 T&SBRASS 1 POT FILLER 31.5 31.6 GC O CUSTOM S/S ALLSTRONG 1 OVERHEADSHELF 31.6 31.7 NEMA 14-20P C 11.2 1.34 1 120 GC O GRSDS-41 HATCO 1 HORZONTAL FOOD WARMER 31.7 32 NEMA5-15P 3/47AFF 100 C 10 1.2 1 120 GC O PFG-.691 HENNYPENNY 4 CHICKEN JOY FRYER 32 33 3/4 80 C 9 120 GC 0 FPH155-2CSE FRYMASTER 2 FRENCH FRIES FRYER 33 34 C 5 0.3 1 115 GC 0 TUC-27F HC TRUE 1 FREEZER BASE 34 35 NEMAS-15P SC C 3 1/5 1 115 GC O T-23-HC TRUE 1 REACH IN REFRIGERATOR 35 36 GC O CUSTOMS/S ALLSTRONG 1 BREADINGTABLE 36 36.1 FS 3/8 GC O 2901-6" FISHER 2 FAUCET36.1 361 GC 0 CUSTOMS/S ALLSTRONG 3 BREADING PAN 362 36.3 GC O CUSTOMS/5 ALLSTRONG 3 ICEBIN 36.3 37 C 0.1 120 GC O WRS-1098BS SMARTCHEF 2 RICE WARMER 37 37.1 GC O CUSTOM S/S ALLSTRONG 1 MOB] LE RICE WARMER TABLE 37.1 38 NEMA-15P 24AFF C 4.2 0.5 1 120 GC 0 82060 SERVER PRODUCT 2 FOOD WARMER 38 38.1 NEMA-5-15P rF 25AFF C 4.6 1 120 GC 0 O O 6100A NEMCO 1 BURGER GRAVY DISPENSER 38.1 39 3/4 3/8 D 27.7 1 208 GC ICE1806HR ICE-O-MATIC 1 ICE MAKER 39 39.1 1 GC B100PS ICE-O-MATIC 1 JICEBIN 39.1 392 ON ROOF D 2.6 1 208 GC 0 VCR-5061B ICE-O-MATIC 1 REMOTE CONDENSER 39.2 40 PROVIDE DATA OUTLET C 20 120 GC O RTI 2 EXISTINGOILPOLYTANK 40 41 41"AFF GC 0 RTI _ 1 EXISTING OIL POLYTANK FILL BOX 41 42 18x24xl2TUB FS 1 1/2 1/2 GC 0 S381824-2D24fC ALLSTRONG 1 3-COMPARTMENT SINK 42 42.1 GC GC B-0231 T&SBRASS 1 FAUCET 42.1 42.2 GC GC B-0133-ADF12-B T&SBRASS 1 PRE -RINSE FAUCET w/ FAUCET 42.2 42.3 GC 0 CUSTOM S/S ALLSTRONG 2 S/S WALLSHELF 42.3 4 NEMA5-15 FS C 12 15 1 110 GC GC 40GAL CHEMX WORKS 1 D-CARBONATOR 42A GC O CUSTOMS/5 ALLSTRONG V S/S SPLASH GUARD 43 18x18x12TUB FS 1 1/2 1/2 GC 0 SIBIB18-ID18-C ALLSTRONG 1 PREPSINK 44 1 [45 GC GC T&SBRASS 1 FAUCET 44.1 PREP SINK GC 0 CUSTOMS/5 ALLSTRONG 2 6W X 15" S/S WALLSHELVES 45 1 HALOHALO STATION GC 0 CUSTOM S/S ALLSTRONG 1 72" X 15" 5/S WALLSHELF AT 45.1 45.2 CREW STATION GC O CUSTOM S/S ALLSTRONG 1 36" X 15" S/S WALL SHELF 45.2 46 W/SPLASHGUARD D 1/2 1/2 GC O HAS ALLSTRONG 2 WALL MOUNT HAND SINK 46 46.1 GC O CUSTOM CUSTOM 3 1PAPERTOWEL&SOAP DISPENSER 46.1 46.2 ACCESSORY TO HAND SINK I GC O IGUAG1100 ACKLANDS_GRANGER 2 EYEWASH 462 47 GC 0 METRO V S/S WI RE SHELVI NG 47 47.1 V (E) WET WIRE SHELVINGS 47.1 48 1 (E) BAG -IN -A -BOX 48 49 2 (E) CO2TANK 49 49.1 2 (E) CO2 FILL BOX 49.1 50 3 (E) LOCKER 50 51 1 (E) BACK DOOR AIR CURTAIN 51 52 1 (E) BACK OF HOUS!E- 52 52.1 _ 1 (E) CHEMCALSHE 52.1 522 SEE PLUMB. DWG 1/2 1/2 1 (E) MOP SINK TALIpRr 53 SEE PLUMB. DWG - 3/4 18" 199 C 120 CYCLONE AO SMITH 1 (E) GAS WATER H 54 SEE MECH. DWG GC GC SEE MECH. DWG. CAPTIVEAIRE 1 EXHAUST HOOD T54 KITCHEN EQUIPMENT SCHEDULE SCALE: 55 SEE MECH. DWG GC GC SEE MECH. DWG. CAPTIVEAIRE 1 EXHAUST HOOD T 55 56 3/4 C 14J 3 1 208 GC O HHC990 HENNYPENNY 1 CHICKEN HOLDINGINET 56 NTS 57 FS D 120 1 (E)WALK-IN COO 57 CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. MEP - hRC"[; E^ UHE L EN ®tf P.[NG a d'rvisbn cf Pwmp Engineerelg, in<. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1635 F(714) 385-1634 wn'r.W[^P9rWP.a� STAMP pRD.A,p %J WAS y�c q �p P 34218 4� FF�s Tt EL: AL ENE. 03/19/21 PROJECT NAME/ADDRESS: i TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 1 020719 IBID ISSUE 2 022519 BID ISSUE 1 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL 2 071119 MECHANICAL CORRECTIONS 3 072419 ELECTRICAL CORRECTIONS 4 080919 ELECTRICAL CORRECTIONS A 031620 ADDENDUM 1 JOB NUMBER MEP # 1901069 DRAWN BY CHECKED BY PEI PEI SHEET CONTENT KITCHEN EQUIPMENT SCHEDULE RECEIVED SHEET NO r"'T`Ctf<Vtl1LF�" MAY 22 2020 PERMIT TEQ 69 60 r GENERAL NOTES � � I 1. FIXTURES SHALL BE COMPLETELY FACTORY ASSEMBLED, WIRED AND EQUIPPED WITH ALL NECESSARY SOCKETS, LED DRIVER, SUPPORTING HARDWARE AND ACCESSORIES. PLEASE 1 REFER TO ARCHITECTURAL DWG(S) FOR INDIVIDUAL FIXTURE DESCRIPTION. I' ! i i Ij I 2. PLANS ARE PREPARED WITH REQUIRED BRANCH CIRCUITS INDICATED BY CIRCUIT II NUMBERS AND HOME RUNS. PROVIDE AND INSTALL ALL CONDUITS, CONDUCTORS, 11 BOXES, MISC. FITTINGS, ECT, FOR A COMPLETE OPERABLE SYSTEM. BRANCH CIRCUIT ?" ! ------- ___,__ __,......,,,JU I —.. - INSTALLATION SHALL COMPLY WITH SPECIFICATION AND N.E.C. (2017). j 3. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT FIXTURES LOCATION AND DETAILS. -- - I --1— SUBSCRIPTS IN LIGHTING PLAN DENOTES SWITCH. EXAMPLE: 2A, 2 DENOTES CIRCUIT .. ! -- ---- ... ....---- - --._ - . `----- -- ..--._....-- ------- ---..... ------- ------ - t- NUMBER AND A DENOTES SWITCH THAT CONTROLS CORRESPONDING LIGHTS. 4. HALF -SOLID HATCHED FIXTURE(S) INDICATES EMERGENCY FIXTURE(S). 5. VERIFY ALL LIGHTING FIXTURES AND SWITCHES MOUNTING HEIGHTS AND LOCATIONS IN THE FIELD. I I i _ I I 6. VERIFY EXACT LOCATION AND MOUNTING HEIGHT OF LIGHT FIXTURES AND EXIT j SIGNS WITH ARCHITECTURAL PLANS AND TENANT, PRIOR TO ROUGH -IN. COORDINATE EXACT LIGHT FIXTURE LOCATIONS WITH CABINETRY, MILLWORK, TABLES, REFRIGERATION _- PIPING, DUCTWORK AND OTHER TRADES TO AVOID CONFLICTS. CONTRACTOR SHALL BE RESOLVED PRIOR TO INSTALLATION OF LIGHT FIXTURES. I 7. PROVIDE A MINIMUM OF 6'-0"SLACK CONDUCTORS AT EACH JUNCTION BOX , CONNECTING POWER TO LIGHT FIXTURES. - TT 7 /� TT J---- -- -- -- - - - - T -� T �T T l r / �' / % :r7 /. �7 �T�—%1 / T7 T/ Tir7 - - -- Tr r -_= T, fTTT 1�� z7� - -:. / . J_ �l 8. THROUGH WIRING OF RECESSED LIGHT FIXTURES, IN SUSPENDED CEILINGS, IS NOT/ / I ' / / : /` l I r ` if � • , �� _rTj T /T raj TTTTT . Tr///7-1 , T, 7- T T7/7r� rTi // PERMITTED. CONNECT EACH LIGHT FIXTURE BY A WHIP TO JUNCTION BOX. ) PN D" Ir/ , T /- --� - -/ -/err/,i�ii,�/iiiriiirrT /rri/ii��i/,�iT �; rr ri�,�ir;�iri✓/</, �/! ,�iiiiii�1��TTr - ---- - --- . ' I r i T T ALLOW FOR RELOCATING EACH LIGHT - 9. PROVIDE CABLE WHIPS OF SUFFICIENT LENGTHS O - --- - rr%�ri�/% : FIXTURE WITHIN A 5-FOOT RADIUS OF ITS INSTALLED LOCATION, BUT NOT EXCEEDING 6 FEET IN UNSUPPORTED LENGTHS. 10. ALL LIGHTING FIXTURES SHALL BE SUPPORTED PER 2017 NEC ART. 410.16 (C).Z,////T // / / /r/ �!� /;,Tr ///////////��// ��//////�/�,� �� /�//rr/�/ rT /rrT /ram//T� � �T�T / //r//�✓ r/ / //,�///////r✓///// r/ r r/ r /j, i /, _ _ / /f/////r/� ✓� / rfT/r �"/�/,�,�L._..�TT�� /r r/fir j// /I/A/rrrrrr//rr/ / r/ k/3 rrrrrr/J/ ///// ://// rr rr j rrr/ rrrrf f r�r/I ////Y/ t{ ✓ f / / r// /rrrrrrrrrr/rrrrr///A,rr' / // / E KEY NOTES /,'/.� 'T f�' /i//r/i /iiiir�/iirii; iir /riir�/ riT/i r'fr/; r/ f;/,r/ir // r r ✓ rrr / r r r r AR �Tri r r Tririiiiiii�r r r r r r r r r r a t❑ REPLACE EXISTING SWITCH WITH A NEW DIMMER. rrrr/rrrrr /177, / -rT TTFif 7f/T ✓/T////////// rrr/rr/r//rr/r ` ; , NEW VACANCY SENSOR.-rrrrr/rr_rrrrrE/PN4: r r r > I } / /-7Z�ft//////////// 3 PROVIDE ULTRASONIC OCCUPANT SENSOR WITH 500 SQUARE FEET CONTROL AREA, OR / I i I / / ❑ / T /rr rrrrr/ /rrrrrrrr� /r r/f / r-r � i-rr--�- /-�%w— r`r--;TrTT ` x/Tzrrrrr rr it rr rr rr rr: II APPROVED EQUAL. 1 / � /r/! ///r//r� �/rTr�/r/r/r/r/r/rrT/rT/rr//�i r/��✓r, rr/ /T/rr/rr/r I ;r.ym/ ///�f��rr�r//r �/T//,�/ ///rr,rr-/;�/rr_�rrr/��ri s ,/� CONNECT NEW EXIT SIGN TO THE NEAREST LIGHTING BRANCH CIRCUIT,® //TTT r/ ////rr. ,!// ////rr,/rT/%"' ' ;.I r/,r/ r/�/r/ ! r/ r/r// r/r/f� r/r//r//r ✓r//r//// %/rr/rrr/r///rrrrr ,—�Tz1�_f�—L f��f_� f f-z�1�' I-f—f r—/—�_�_- �. T.�-E --f/4/#; 4<� /i/r/ ;�� am/r 7-// Ala i I a /TI 9 .----- - w --- -.-- — Qs � " �� r/i�iiiiiiiii��ir�r�rrir/i•��iri/yrrir r r fr � _ /f --- -- ------------- r /_ r r T r r r r j I I i I a X -- --- X 1a to I I la la la > TO 13 SCOPE X , II OF WORK i i to o I ' I a 3 OS \ � I o 0 0 I I r I a ....... > I 1� i I to la j la t 4 O O BE IN PN M. I __.. - I tb I Li I : i III II. I I T I i I 1 j I, —-------- -- --- - _._. - II II — - i -- ----- ................ ......._...-.... -- -----..-- -- --- - li ,I 3 ; j SEPARArS q p oI lAND AL RSQUIRRD NORTH SCALE: LIGHTING PLAN SCALE: 1 CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. MEP 4 0 e tlm s:on a PWrnp erg ooa� rEg. i��. 914 E. KATELLA AVENUE ANAHEIM. CALIFORNIA 92395 P 1714) 385 4835 F(714) 385-1834 xwx.qumpgmupmm STAMP p,R D. A. p �cj wasy yG�A P� P 34218 O `vim 1 aNA L E%P. o3/19/21 PROJECT NAME/ADDRESS: tMleebm TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL z 071119 MECHANICAL CORRECTIONS 3 072419 ELECTRICAL CORRECTIONS 080919 ELECTRICAL CORRECTIONS 031620 ADDENDUM 1 JOB NUMBER MEP # 1901069 DRAWN BY CHECKED BY PEI PEI SHEET CONTENT LIGHTING PLAN SHEET NO TY OF TUKWILA MAY 22 ERMIT CE - R KEY NOTES: -- — r/—/—/ r--r r r / r i-7 77 l— i —r 7 T 7 r, r 7 .�. .. — _ ____ ------ — -- -- -- — -— --t— T / /E) . /-/ /' /eF i13�/t 5 / / / i! / / / / / / / / / / / / / / / / / f iNY EF/ (E) RTU 2 (E) RTU 4 WP ft C-18 WPd -25/27/29 -- -- — — Rbu f / 32134/36 uf. CU 5MUA 2 MUA 3 -37/39/41 i 7 EF ; 1 (N) C-18 WFg (N.LC.) B-1411 ❑' 7 �1 HOMERUN TO PANELBOARD CIRCUITS & RECEPTACLES SHOWN ARE TO BE TIED/ CONNECTED PER ASSIGN ZONE AREAS WITH CIRCUIT NUMBERS DESIGNATED. (TYPICAL FOR ALL HOMERUN CIRCUITS). Z❑ ELECTRICAL CONTRACTOR TO PROVIDE SERVICE DISCONNECTS. PROVIDE WEATHERPROOF OR ROOF MOUNTED SERVICE RECEPTACLES LOCATED WITHIN 25 FEET OF ANY MECHANICAL EQUIPMENT AS PER 2014 NEC ART. 210.63. ® 30AS, 3P, 250V DISCONNECT SWITCH, WITH 30A DUAL ELEMENT FUSES PER EQUIPMENT MANUFACTURER'S INSTALLATION RECOMMENDATIONS. PROVIDE 3/4"C, 3 #8 & 1 #10 GND. ❑5 PROVIDE COMBINATION WEATHERPROOF MAGNETIC STARTER/DISCONNECT WITH NEMA 00 STARTER AND FUSES PER MANUFACTURER'S NAMEPLATE RATINGS. © 30AS, 3P, 250V DISCONNECT SWITCH, WITH 25A DUAL ELEMENT FUSES PER EQUIPMENT MANUFACTURER'S INSTALLATION RECOMMENDATIONS. PROVIDE3/4"C, 3 #10 & t #10 GND. Q 30AS, 3P, 250V DISCONNECT SWITCH, WITH 20A DUAL ELEMENT FUSES PER EQUIPMENT MANUFACTURER'S INSTALLATION RECOMMENDATIONS. PROVID E 3/4"C, 3 #12 & 1 #10 GND. ® 30AS, 2P, 250V DISCONNECT SWITCH, WITH 20A DUAL ELEMENT FUSES PER EQUIPMENT MANUFACTURER'S INSTALLATION RECOMMENDATIONS. PROVIDE 3/4"C, 3 #12 & 1 410 GND. 9❑ PROVIDE 3/4"C, 3 # 10 & I #10GND. ip ALL WIRING SHALL BE COPPER, #12 AWG MINIMUM, TYPE THNNfTHWN AND RATED FOR 600 VOLTS. 11 60AS, 3P, 250V DISCONNECT SWITCH, WITH 50A DUAL ELEMENT FUSES PER EQUIPMENT MANUFACTURER'S INSTALLATION RECOMMENDATIONS. PROVIDE 1 1/4" C, 3 #6 & 1 #10 GND. � � RArE x1"'0VAND �'�fplf.lila',q�"D NORTH SCALE: ELECTRICAL ROOF PLAN S4„_1,_p„ 1 C CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. MEP 40 LpPgil�iil P= x �ncrtl eerixc e civisbn cf Plamp Engineering, Inc. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 385-1834 STAMP _._. .._._. pR D. .. WASI/ tie�q ti �o ,p 34218 �Q �FSS DNA LTA E . 03/19/21 PROJECT NAME/ADDRESS: l 0 ubm TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE IDESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE 1 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL s 071119 MECHANICAL CORRECTIONS s 072419 IELECTRICAL CORRECTIONS A 080919 ELECTRICAL CORRECTIONS 0 031620 ADDENDUM 1 JOB NUMBER MEP # 1901069 DRAWN BY CHECKED BY PEI PEI SHEET CONTENT ELECTRICAL ROOF PLAN SHEET NO RECEIVED OF TUKVVILA MAY 222 _ j :RMIT CEiR� CJ o (N)PANEL "Al I' VOLTS:1201208V PHASE: 3 MOUNTING: SURFACE WIRE: 4 A.I.G. RATING: 10,000 AMP MAIN: 100A C.B. BUSSING: 225 AMP LOAD A -VA B-VA GVA BKR CT CTI BKR A -VA [B-VA C-VA LOAD CREWMICROWAVE K 1560 20/1 1 21 2011 720 R CASHER FLYTRAP C 300 20/1 3 41 30/2 2600 K SOFT SERVE FREEZER FLYTRAP C 300 2011 5 6 - 2600 K -- .AIRCURTAIN K 612 20/1 7 8 2011 600 K COLD TABLE FOOD WARMER K 1008 2011 9 10 2011 1116 K SODA DISPENSER RICE WARMER, GRAVY DISPENSER K 1108 20/1 11 12 20/1 1788K ICE MAKER SPARE 0 2011 13 14 20/1 1236 K SODA DISPENSER CASHER R 1080 20/1 15 16 2011 1788 K ICE MAKER CASHER R 720 20/1 17 18 20/1 720 K ICE MAKER COND. CASHIER R 720 2011 19 20 2011 720 K ICE MAKER COND. CASHERIPRINTER R 360 20/1 21 22 2011 SPARE RTI RECEPTACLES R 1000 20/1 23 24 2011 720 K JUICE DISPENSER STORAGE RM RECEPTACLES R 360 20/1 25 26 2012 500 R KITCHEN AREA EASTSIDE RECEPT CASHIER R 720 20/1 27 28 500 R -- FOOD WARMER KI 1498 20/2 29 30 20/1 200 N SD & SF DETECTOR K r 1498 31 32 20/1 456 K ICE SHAVER EF-2 M 2041 25/3 33 34 20/1 1 1 4801 IK ICHESTTYPE FREEZER M 2041 - 35 136 2012 1 1 r 1340 K I DRIVE THRU FOOD WARMER M 2041 37 38 K -- ICE MAKER K 2881 3512 39 40 20/1 SPARE K 2881 14111421 2011 1 1 1 1 ISPARr PHASE TOTALS: 123631 14874 16916 44153 =TOTAL CONNECTED LOAD,VA (FOR DEMAND LOAD SEE BELOW) PHASE AMPERES: 102.9 12-3. 9 140.9 "DEMAND LOAD CALCULATION: L=LIGHTING LOADS: C=CONTINUOUS LOADS, OTHER: M=MOTOR LOADS (INCL LGST): LARGEST, VA: R=RECEPTACLES: 1ST 10K: BALANCE: K=KITCHEN LOADS: QTY: N=NONCONTINUOUS LOADS, OTHER: (P=PANEL, INCL. IN ABOVE) 1.25 X 0 1.25 X 600 100 X 6123 025 X 0 1.00 X 6680 0.50 X 0 17 0.65 X 30550 1.00 X 200 TOTAL N.E.G. DEMAND LOAD = 0 VA = 750 VA = 6123 VA = 0 VA = 6680 VA = 0 VA = 19858 VA = 200 VA = 33611 VA = NOTES: 93.3 AMPERES 0� (N)PANEL "C" 0 VOLTS:1201208V PHASE: 3 MOUNTING: SURFACE WIRE: 4 A.I.C. RATING: 10,000 AMP MAIN: LO AMP LOAD " A -VA B VA GVA BKR ICT CHICKENFRYER K 1200 20/1 3 2 20/1 1600 K COFFEE DISPENSER CHICKEN FRYER K 1200 20/1 3 CHICKEN FRYER K 1200 20/1 5 6 20/1 1800 K HONDING CABINET CHICKEN FRYER K 1200 2011 7 8 2012 1602 K MICROWAVE RICESTEAMER K 5041 6013 9 10 - 1602 K --- K 5041 11 12 2011 648 K 2 DOOR CHILLER K 5041 13 14 2011 1080 K FRENCH FRIES FRYER RETHERMALIZER K 120 20/1 1151116 20/1 1080 K IFRENCH FRIES FRYER SPARE 20/1 17 118 2011 1080 R I ROOF RECEPTACLES SPARE 20/1 19 120 2013 300 M (E)MUA-1 FROZEN BEVERAGE FREEZER K 1768 25/2 21 122 300 M - K 1768 23 24 300 M - AIR CURTAN M 612 20/1 25 26 2011 SPARE SPARE 20/1 27 28 20/1 1200 K LIGHT DOORM EATER MICROWAVE K 1602 20/2 29 301 20/2 967 C HEATLAMP K r 1602 31 32 967 C --- PASTACOOKER K 960 20/1 33 34 2011 480 K GRIDDLE F 36 2012 900 K FOOD WARMER RTU-6 M 3879 900 K -- M 3879 0 2012 1560 K HORIZONTAL FOOD WARMER M 38792 AA' 15FM K - PHAS E TOTALS: 19983 20954 2134 L CONNECTED LOAD,VA (FOR DEMAND LOAD SEE BELOW) A 1 . "DEMAND LOAD CALCULATION: L=LIGHTING LOADS: C=CONTINUOUS LOADS, OTHER: M=MOTOR LOADS (INCL LGST): LARGEST, VA: R=RECEPTACLES: 1ST 10K: BALANCE: K=KITCHEN LOADS: QTY: N=NONCONTINUOUS LOADS, OTHER: (P=PANEL, INCL IN ABOVE) 1.25 X 0 1.25 X 1934 1.00 X 13149 0.25 X 0 1.00 X 1080 0.50 X 0 23 0.65 X 46119 1.00 X 0 TOTAL N.E.C. DEMAND LOAD = = = = = = = = = 0 VA 2418 VA 13149 VA 0 VA 1080 VA 0 VA '29977 VA 0 VA 46624 VA = NOTES: 129-4 AMPERES �Z j2, z�( (N)PANEL " B" VOLTS:120/208V PHASE: 3 MOUNTING: SURFACE WIRE: 4 A.LC. RATING: 10,000 AMP MAIN: LO BUSSING: 225 AMP LOAD * A -VA B-VA GVA BKR CT C BKR A -VA B VA G "LAD LIGHTING L 600 20/1 1 2 20/1 1100 O LIGHTING L 200 20/1 3 4 20/1 720 R ORDER MONITOR HOTDOGSTEAMER K 1800 20/1 5 6 20/1 1000 K WALK-IN COOLER SANDWiCHTABLE K 1176 20/1 7 8 20/2 1040 K COOLER CONSP FOOD WARMER K 1008 2011 9 10 1040 K -- R 2 12 20/1 1000 K WALK-IN FREEZER SPARE 0 2011 13 V4 20/2 1040 K FREEZER COMP SPARE 0 20/1 15 fl6 1040 K -- SPARE 0 20/1 17 j 18 20/1 900 R MENU O K 6 20 20/1 1200 K FOOD WARMER K 1602 21 22 20/1 SPARE DINING AREA2RECEPTACLES .-- K 540 20/1 23 24 2011 360 R KITCH EN AR EA EASTSI DE REC EPT FOOD WARMER K 717.6 20/2 25 26 20/1 1440 K D-CARBONATOR -- K 717.E 27 28 20/1 360 R TEL BACKBOARD MANAGER OFC R 1080 20/1 29 30 20/2 1534 K CHICKEN HOLDING CABINET MANAGER DEC R 1,540 20/1 31 32 1534 K -- REMOTE CONDENSER K 270.4 15/2 33 34 20/1 820 C GAS HEATERPNATER FILTER K 270.4 35JE12363 576 K FREEZER BASE SPACE 37 N PANEL'A1' SPACE 3914874 NSPACE 41 16916 N -- PHASE TOTALS: 24353 22652 26636 73641 =TOTAL CONNECTED LOADNA (FOR DEMAND LOAD SEE BELOW) PHASE AMPERES: 202.8 188.6 221.8 *DEMAND LOAD CALCULATION: L=LIGHTING LOADS: C--CONTINUOUS LOADS, OTHER: M=MOTOR LOADS (INCL LGST): LARGEST, VA: R=RECEPTACLES: 1ST10K: BALANCE: K=KITCHEN LOADS: QTY: N=NONOONTINUOUS LOADS, OTHE (P=PANEL, INCL. IN ABOVE) 1.25 X 800 1.25 X 820 1.00 X 0 0.25 X 0 1,00 X 5060 0.50 X 0 1.00 X 44153 TOTAL N.E.C. DEMAND LOAD = = = = = = - = = 1000 VA 1025 VA 0 VA 0 VA 5060 VA 0 VA 44153 VA 66063 VA = NOTES: 183.4 AMPERES (E)PANEL "D" VOLTS:120/208V PHASE: 3 MOUNTING SURFACE WIRE: 4 A.LC. RATING: 10,000 AMP MAIN: LO BUSSING: 225 AMP LOAD * A -VA B-VA GVA BKR CT GT BKR A -VA BVA GVA " LOAD RTU-1 M 1872 25/2 1 2 20/1 1250 L LIGHTING M 1872 3 4 20/1 1250 L LIGHTING RTU-2 M 1872 25/2 5 6 2011 1050 L LIGHTING M 1872 7 8 2012 950 L LIGHTING RTU-3 M 2520 35/3 9 10 2011 950 L LIGHTING M 2520 11 12 2011 1150 L LIGHTING mr 2520 13 14 20/2 360 R CONVENIENCEOUTLET RTU-4 M 2520 35/3 15 16 20/1 1 0 SPARE M 2520 18 20/1 0 SPARE M 2520 20 45/3 3720 M RTU-5 ROOF RECEPTACLES R 540 2011 22 - 3720 M -- CONVENIENCE OUTLET R 900 2011 [29 24 3720 M -- MUA-1 & MUA-2 M 1830 20/3 26 20/3 1740 M CU3 - M 1830 28 - 1740 M - - M 1830 30 1740 MSPARE 2011 321 2013 2568 M CU-2 SPARE 2011 33 34 -- 2568 M -- SPARE 2011 35 36 2568 M --- EF-3 M 1321 2013 37 38 20/1 SPARE M 1321 39 40 2011 ISPARE M 1321 41 42 2011 ISPARE PHASE TOTALS: 22523 20831 21191 64545 =TOTAL CONNECTED LOAD,VA (FOR DEMAND LOAD SEE BELOW) PHASE AMPERES: 187.5 173.5 176.5 "DEMAND LOAD CALCULATION: L=LIGHTING LOADS: C=CONTINUOUS LOADS, OTHER: M=MOTOR LOADS (INCL LGST): LARGEST, VA: R=RECEPTACLES: 1ST IOK BALANCE: K=KITCHEN LOADS: QTY: N=NONCONTINUOUS LOADS, OTHER: (P=PANEL, INCL IN ABOVE) 1.25 X 6600 1.25 X 0 1.00 X 56145 0.25 X 0 1.00 X 1800 0.50 X 0 0 1.00 X 0 1.00 X 0 TOTAL N.E.C. DEMAND LOAD = = = = = = = = = 8250 VA 0 VA 56145 VA 0 VA 1800 VA 0 VA 0 VA 0 VA 66195 VA = NOTES: 183.7 AMPERES �Rigr % RECEIVI Aiio ANDOFTURO'. DUI D AY 22 PERMIT C .�PTl""-Tul:D_ rl(D CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. MEP 4 0 �1 ARC HIY EfT{j P.E L uk GIfJEEF.I4G A mm:inH a vwmA [n9inaenn9. m�. 914 E. KATELLA AVENUE ANAH6M, CALIFORNIA 92885 P (7141385-1835 H?14) 385.1834 wxw.pWmtg_R- STAMP pRDA.p G�p4 WASy 0 Pp 34218 eols 2NA LT � E G' 03/19/21 PROJECT NAME/ADDRESS: le b" TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE"_... _.....-._. DESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE Q 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL z 071119 MECHANICAL CORRECTIONS 33 072419 ELECTRICAL CORRECTIONS + 080919 ELECTRICAL CORRECTIONS 031620 ADDENDUM 1 JOB NUMBER MEP # 1901069 DRAWN BY CHECKEDBY PEI PEI SHEET CONTENT PANEL SCHEDULE LAI SHEET NO PANELBOARD SCHEDULE SCALE: NTS ❑1 F.E.C. SUPPLIED AND INSTALLED ANSUL R-102 STORAGE TANK WITH ENCLOSURE AND MICROSWITCH. ❑2 ELECTRICAL CONTRACTOR SUPPLIED AND INSTALLED 4" OCTAGONAL JUNCTION BOX WITH 1/2"0 EMPTY E.M.T. TO EXTEND TO +12" ABOVE FINISHED CEILING. �3 F.E.C. SUPPLIED AND INSTALLED FLUSH MOUNTED MANUAL PULL DEVICE. 4� F.E.C. SUPPLIED AND INSTALLED CONDUIT AND PULL CABLES. ❑5 F.E.C. SUPPLIED AND INSTALLED WET CHEMICAL LINE FROM ENCLOSURE TO EXHAUST HOOD PLENUM AND COOKING EQUIPMENT BELOW EXHAUST HOOD. ELECTRICAL CONTRACTOR SUPPLIED AND INSTALLED CONDUIT AND WIRING. ELECTRICAL CONTRACTOR SUPPLIED AND INSTALLED JUNCTION BOX. ❑B ELECTRICAL CONTRACTOR SUPPLIED WIRING TO EXTEND TO BUILDING ALARM SYSTEM. F9 ELECTRICAL CONTRACTOR SUPPLIED WIRING TO EXTEND TO POWER SOURCE. 10 F.E.C. SUPPLIED MANUAL RESET RELAY TO BE INSTALLED BY ELECTRICAL CONTRACTOR. 11 F.E.C. SUPPLED GAS SOLENOID VALVE TO BE INSTALLED BY PLUMBING CONTRACTOR. 12 ELECTRICAL CONTRACTOR SUPPLIED AND INSTALLED CONTACTORS (SHALL SHUT-OFF ALL ELECTRICAL DEVICES LOCATED UNDER THE EXHAUST HOOD). 13 ELECTRICAL CONTRACTOR SUPPLIED AND INSTALLED ON/OFF POWER SWITCH. FIRE SUPPRESSION SYSTEM DETAIL 2 NTS 5 3/4" NOTE: PROVIDE ENCLOSURE TO MATCH WALL RATING IF PANEL OCCURS IN FIRE RATED WALL. CONTRACTOR SHALL FIELD VERIFY WITH ALL INCOMING POWER INCOMING POWER LOCATIONS. 120V. 60HZ.1 PH. 2301208V.60HZ. 1 PH. 20" Lt L2 STEEL STUD BUILDING STRUCTURE r ---- TERMINAL BOX ON COIL r 1 1 r----------i- --'� i FUSED DISCONNECT SWITCH BY +42" 1------------ r-----------__ 1 ELECTRICIAN I ENGRAVED NAMEPLATE ON FRONT PANEL 1 i SERVICE I i PILOT L° 2 SWITCH i 11 j LIGHT i I I i TYPEWRITTEN CIRCUIT DIRECTORY j l I I TEMPERATURE 1 1 SWITCHi i I I 1 i- ) ELEGTRICAL BOX ON EVAP LOCATED ON INSIDE FACE OF DOOR - I 1 1 I I (CONTROL I EVAP COIL 1 COIL. COORDINATE FINAL L- HINGED, LOCKABLE AND FLAT DOOR l 1 I ____. I MODEL FM l 1 --------------� CONNECTIONS INCLUDING MEANS FOR DISCONNECT #A19BBC-2} z #Al9 120V SOLENOID - COIL &VALVE - G LIGHT WITH REFRIGERATION INSTALLER. FLUSH LOCK HANDLE AND MECHANISM BLOWER DO) FAN(S) MOTOR PARATE #SPORLAN MKC & E6MODEL EC P.EC' pE R"TAND BOLT TO STRUCTURE , BOTH SIDES, WITH APPROI/ �y 1/4" DIAMETER BOLTS, THREE PER SIDE REQUIR D -CDl1A1' AND FRAME, AS REQUIRED 22 RECESSED MOUNTING PANEL 4 COOLER EVAPORATOR COIL 3 FREEZER EVAPORATOR COIL 1 NTS I I NTS INTS LA CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. MEP BLIPecruv=_ u enenEeni..�c a diNson °f Plump Engineering, Inc "I E. KATE LLA AVENUE ANANEIM, CALIFORNIA '2605 P (i14j 385.1835 F(714) 385A834 wmv{4umpgwpmm STAMP PR D. A. p �G��F WAgy tic�� Q q � y o z 34218 AL EXP. 03/ta/21 PROJECT NAMEIADDRESS: JWleubm TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 1 020719 BID ISSUE 22 9 02251- BID ISSUE 1 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL 2 071119 MECHANICAL CORRECTIONS a 072419 ELECTRICAL CORRECTIONS + 080919 ELECTRICAL CORRECTIONS 031620 ADDENDUM 1 JOB NUMBER MEP # 1901069 AWN BY CHECKED BY PEI PEI SHEET CONTENT ELECTRICAL DETAILS SHEET NO �Ligfiting Summary` LTG -SUM Irrnnaslimrla*-r-or . Project Info Project Title: JOLLIBEETUKtMLA Data 8/6/2019 Compliance formsdonot Applipantinformatiorr. Provfdeco,Mactinformatimfo'indVidualwhocan responof inquiriesaboutcoreptianceforminformabonproNded. Fo Budding 0.epariment Use Company Name: PLUMPGROUP requtrea paswordro N.: tnstr on. andealculatvtg cells are write- protected. Company Address: 914 EKATELLA AVE, ANIMISM, CA, 92805 Applicant Name: ADEL POURSHARF Applicant Phone; 714.385.1835 Appicant Em L APOURSHARIF-@PSCA.COM Project Description ❑ New Budding ❑Adds cn FJV ABerati- ❑ No Lighting Scope Include PROJ-SUMformfincludarlmenvehoremrmsworkbomii w hilghttngcompr cefmms. Interior Lighting System Description Bdeiydesciibe interrorhghfingsystem type and fast- (] IMenorLightilg Paris Induded Interior Lighting Power ❑ Building Area Method Space-by-sp-Method Allowance Method SelsolmefhcdusedinproJect. Interior Lighting Controls Q Al C405.2.1-C405.29 LghtngControk ❑ 0405.2 Exception 5 Lumirwre Level Lighting Controls (LLLC) Se(ectmethadcloompiiance for lighting controls. ❑ Additional Efficiency Package Option C406.4 Enhanced Digital Lighting Controls ]rite . l- Min owershaNco vnththe Tocampfywdh C406.4,rtoless than g0%ofttre total insfaliatl rrorg gp mpty requiredcontrolsper C406.4. Dwelling Unit Interior Lighting g g Permanenttyinstailedinter nigh#ngixfumsind ellingunitscampiymth: (}• No Dwelling Q C405.2 thru C405S CorwroscLighting Controls and IPA Units al O C406.3 High Efficacy Lighting OR404.1Residential Hgh EfficacyLigh ing. Dmitingunittightingcomplieswlfh V✓SECResidefiat proNsimsirtlieuoflNSECCommemiatprovison . Exterior Lighting System Description Bdeflydestribeexter ml,ghtMgsystem type and features. ❑ Extwim ghting Plans Included Building Additions Comphance Method Interior lighting Exterior lighting Lighting systems in adddon area comply with all applicable provisions as astand alone new construction project El El Section CSOZ2.fit additional requirements. Lighting system I, wIditon am.mNl fined with existing bulding Ighting systems todenxmstrate compliance ❑ ❑ Addition iscombinedwith exr4ing ForinteriortgMln9projacls, include how +existing -torero. aininterki ligMhgfixti me wattage inPropos Lighting Wattage tab Is in LTG JNT-BLD or LTG-IN7 SPACE form. Forexterior lightigprojecI4!nomad, how +exlsting4o-remainexfenmligfkngixture wattage in Proposed TredarisendPrecowdlil-T.ClItighfiegWattagembfesm LTG-EXTform. IIIII 2015 Washington State Energy Code Compliance Form for Commerical Buildings Ruled Ing RI ED, R4 over 3 stories and all R1 Revised Nov 2017 Project Title: JOLLISEETUKIMLA Ionia,_8/6/2019 The follow ing information is necessary tochecka permit application for compiiancewith thelighUng, =Irv, and electrical requirements in the Applicability Location in Budding Department lyes,no,na) Code Section Component Compliance information required in permit documents Documents Notes C405.2.5 - Hoteli mtal guest Indicate method of automatic contra - vacancy or captive key NA Rem 3 rooms control of all installed luminaires and sw itched receptacles in IF,roan SHEET E400 C405.2.5- Supplemental task Indicate method and ocaton of automatic shut-off Vacancy MA tem4 lighting control for supplemental task lighting, including under -shelf or under -cabinet lighting SHEET E400 Indicate on plans eligible non -visual lighting applications, SHEET SAW include sq. it area of each lighting controlzone; Indicate on plans that non -visual lighting are controlled C405.2.5- Lighting for non- NA ft-5 visual applications independently from both general area lighting and other lighting appii:afions within the same space; SHEET E400 Indicate method of manual fighting control and applicable SHEET S4t10 automatic lighting control Indicate ORplans that lighting equipment for sea or t.ghting equipment demonstration are controlled independenty from both general SHEET E400 NA C405.2.5 - tem6 for sale or area lighting and other lighting applications w thin the same space' demonstration Indicate method of manual lighting control and applicable SHEET E400 automatic lighting control Identify on plans egress futures that function as both normal SHEET SlOo and emergency means of egress iluminatior; Him'decaoulaBon offighting powerdensty of total egress SHEET E400 C405.2.5- Means of egress lighting:Rem Yes 7 lighting IT total egress lighting pow or density's greater than 0.02 W/sq. ft. indicate OR plans egress fixtures requiring auorcptic shut- SHEET SM off during unoccupied periods; indicate method of automatic shut-off control SHEET E400 Indicate. exterior lighting plans and future schedules the automatic fighting control method, control sequence, and SHEET Etta locations served; For building facade and landscape lighting, indicate automatic contras shut off fighting as a function of dawnidusk and fixed SHEET E400NA C405.2.7 Exterior lighting Exterior time; For ail other exterie lighting, Indicate autaratc controls shut off lighting as afunction of available daylight; include control sequ-cethal also reduces lighting Power by at least 30% SHEET 64W between 12am-ham, or from 1 hour after closing to 1 hour before opening, or based upon motion senso For building grounds futures greater than 100 watts,Indicate NA CA05.5.1 Exterior building grounds light an plans whether futures have effbac greater than 80 SHEET E400controls lumens or, are controlled by radon sensor, or are exempt Ighting per 0405.52 Area controls- Indicate loca6m(s) of master control switches) Intended to Yes Cisted a5 ( after Master contra control multiple Independent sw aches circuit breaker may not be used as a master control sty kch; SHEETS4W C405. 2.7} 05. switches and circuit pow er lima Verify that no 20 amp circuit c.troled by a single sty Bch or SHEET 6400 automatic control is loaded beyond 80% ADDITIONAL EFFICIENCY PACKAGE OPTION - ENHANCED DIGITAL LIGHTING CONTROLS To comply with additional efficiency package option. indicate on plans all nntenor lighting fixtures that are individually SHEET Etta addressed and provided with confinuous dinning, a NA C4064 Enhanced digital exception taken; Include calculation of percent total installed intedo Ightng lighting con rda power trails' -figured w ith required enhanced lghting SHEET 67W contra functions (min 80%to comply w Bin adtlitional efficiency package option) Lig(iting Surrimaijr:coni: " LTG'-ffsiskr SUM; Project Title: JOLLISEE TUKWILA Date 8/6/2019 Change Of Space Use ❑ Existing interior lighting system in areas under -going a change in space use are upgraded to comply w ith LPAs for the new space types perTabes C405.4.2(i) wC405.4.2(2). ldentifyinteriorspaces requiring LPD upgrade lathe currant Code in Proposed Lighting Wattage table in LTG-INT-BLD or LTG4NTSPACEform. IIlteriOI aria Exterior Lighting Pow.r interior Ighting Parking garage Exterior lighting Lighting Alterations 50% or mote of existing are replaced Q ❑ ❑ Select WILightingPowerand Lighting a t esco e Control etemeots that pp yfo the p Less than 50% of existin i d g are rep ace ❑ ❑ ❑ of the rwrwNproject. lfp tectincludes. Lamp and/orbaliastreplacerrentoniy- ❑ ❑ ❑ combination oficaceschereI.E. than 50%ofthe existing fixtures are replaced in existing total wattage not increasad mresspaces,oplac din ormore ofn aremplacedthelip. others, then 51 or NO rerepsoced- Total fighringpowsrofnew+existing-to-remain fixtures shallcomplywith total provfixtures fighttngpower LPAper Sections C405.4.2andC405.5.2. includenew+exisfing4o-temainfixtures!n ProposedLigM' .."Intesesionwparals camp !lane. forms for the Leo retrofit Wattage tablein LTG-iNTBLD, LTGJNT-SPACEwLTG EXTfiwm. aondiions.Spaces undergoing the same Less the rt50%replaced - Total ightbgpoxerafnew+ezisting-to-remain fixtures shall rtatexceedthe type of retrefitmaybe combinedlntoone totallightlogpowerpriortoalteraion. (ncludenew+existing4cr-remain Sxturesin the Proposedtighting lighdngpotemoompiiance imm. Wattage table in LTG4NTBLD. LTGJNT-SPACEmLTG-ExTAmm. 50%threshold applies to numberofluagnaiiesforinteriorspacesand parkinggarages, andtowl Referto Section C503.6 formmimnal installedtvattageforexteriorluminaees. requirements. Lighting Controls interior lighting Parting garage Exterior lighting Ali alteration l)ghtfrtg4'0',, is sno" ba New w firing installed to serveadded ommnssronedpe,C408.3. fixtures andfor tixturesrelocated to new Q ❑ ❑ circuits) New or wri lighting panel ❑ ❑ ❑ Interbr space is reconfigured- Cl lumina'res unchanged orrelocated only New wiringorcimuli- Forinteriolightog, provide requtetlmanual contm(sperC4052.3, occupancy senses-befsperC"s'", dayiightresponslvacontrotsperC405.2.4 andapplieatlon spedficlighting No'hangesarebeingmadeto ❑ cardhicsperC4A5.2.5. Forexterrorlighting, providormtriredcontro(s per C405.2.7. are intermrorexteriorlighting New ormovedpenet, Provide all applicable lighting contmisas noted far New Wiring and automatic systems and existing space time switch Contra spar C405.2.2. uses andconfigumrionarenot Reconfigumdinterlorspare- Provide all requiredligningcontrolsthat applyfo a newieferlorspace. changed. Application specific lghtingnectroiprowsbnsper C405.2.5do not applyfo mconfiguredepaces 2016 Washngton State Energy Cade Complance Farms for Gemnerciat Buildings including R2, R3, R4 over 3 storks and all Rt Revised Nov 2017 Project Title: JOLUBMTUKVALA Ivat. 8/6/2019 The follow ing information,'sneces.my im ocka permit application for corrpliancew ith the lighting, meter, and electrical requirements in the Applcablty Location in Buidatg Department (yes,no,na) Code Sector Component Compliance information required in permit docurents Documents Notes INTERIOR LIGHTING POWER & EFFICACY Include all lumnares in fighting future schedule; indcate fixture types, lamps, ballasts, and manufacturers rated watts per SHEET E400 future; Total connected Identify spaces eligible for lighting power exemption no plane SHEET E400 Yes CA05.4.1 C405.4.2 interorlighting and h compliance forms; indcate the exception applied; Identify fighfrg equpment eligible for lighting pow at exemption power In fixture schedule and in compliance forms; Indicate the SHEET E400 exception applied; Indicate that exempt lighting equipment is in addition to general SHEET Ed00 area lighting and is controlled independently Indicate location of exit signs m plans and rated watts per Yes 0405;3 &dsgns fixture in Fighting future schedule (maximum 5 wells per side) SHEET E400 IT high efficacy exception is applied to permanently Installed Lighting in dw citing lighting fixtures indwelling units, indicate In fighting fixture NA 0405.1 ands -lamp efficacy schedule if lamps in fixtures are high efficacy per R404.1. SHEET 8409 Caiculatepemmtage of futures with high efficacy lamps in project(mm 75%to comply w ith exception). Interior Lighting Pow or Calculation - indicate compliance path taken Compieterequtedconpiiancefmms-pmposedwattsgeper rAO5.4.2.1 Budding Area Method budding area do. not exceed max'inurn allow lid wattage per SHEET E400 building area identify locations at building areas on plans Complete required compliance toms -total proposed wattage Yes C405.422 Space -By -Space does not exceed maxinwm alxrw lid w attage; identfy locations SHOT 6400 Method of space types - plans, Including total display areas, lobby art & exhbit display areas, and ceding heights as applicable ADDITIONAL EFFICIENCY PACKAGE OPTION - REDUCED INTERIOR LIGHTING POWER DENSITY To comply with additional efficiency package option, Reduced lighting demoestrate In cmplacom forms that total connected interior Yes C406.3 power density Ighting wattage is 25% less than the total rNwinnumallow Ed SHEET SHT E400 lighting erialaign, via Building Area Method or Space -By -Space Method For project with dw thing units, to comply with additional Reduced lighting efficiency package or. indicate in Ighmg fitm..1i I NA C4063 mwerdensdy- lamps in interior fixtures have efficacy rating of 60 lumens par SHEET E400 dwelling unitlamp w ad or nave. Calculate percentage of futures w ith lamps that efficacy have this efficacy owing (not 95% to comply with option) EXTERIOR LIGHTING POWER & EFFICACY Include all luminaires in fighting future schedule; indicate fixture types, lags, ballasts, and manufacturers rated watts per SHEET E400 fixture; Total connected Identify exterior applications eligible for lighting power NA 0405.5.2 exterior lighting exemption ON plans and in conplance for -;indicate SHEET 000 power exception applied; Indicate that exempt exteriorighting is controlled independently from non-exempt exterior lighting; include exception claimed SHEET E400 fix each fixture or group of futures under exception category NA Table Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ SHEET E400 C405.5.2(1) Exteriorbulding Forbuiding grounds futures rated mg -ter than 100w atts HA C405.5.1 grounds lghting that are complying based on efficacy, Indicate rated lamp SHEET E400 efficacy (in lumns per watt) in fixture schedule Warier lighting Complete requited compliance form- proposed wattage for NA C405S.2 power calculations exterior lighting plus base site allow ad does not exceed SHEET II maximum a/owed Inferior Lighting ,.Space. By -Space, Method,_,",LT&4NIT-SPACE' Project Title: JOL.LIBEETUKWLA Date 8/6/2019 Calculation A.,NoTes ONew Constructor (}Addition- standalone Spacesw here <50%of Spaceawherez50%of luminaries are replaced luminaires armpla..d Addition aeon +existing SpacmwheretheUse d is changing (CS05) For Building Deparment Use LPA Calculation Type Q Standard Additional Efficiency Package Option O Clear C406.3 Reduced Memo Lighting Pow OF Tocomplywith C406.3, the ProposedLPD shallbe25%fowerfhenthe7 gwLPA. Referto C406.3frr adeNionatrequirements. User Note Maximum Allowed Lighting Wattage""' L mon(plan#, room#) Space Type Calling Height NOTE ,Arm Gross Interior in IV Allowed Wags per Watts Ailawed (w nttstftt x area) KITCHEN Food preparation 839 0.790 663 MANAGERS OFFICE Office: Enclosed 52 0.890 46 lobbY p Y ArV&hbit Dis la Allow once from LTGJNT-DISftAYNO Ea Total Area 891 Retail Display Allow mice from LTGNT-DISPLAY 0 Allowed Watts 710 Location (plan #, Number of 2 1 25 Wafts 50 Proposed Retail Display Lighting from LTGJNT-DISPLAY ToraWncroeedWaft maynotexceedTofe Allowed Watts AminterierUghting Total Proposed Watts 596 Interior Lighting Power Allowance OOMPLIES • • •. • •. ' 2015 Washington State Energy Code 'Compliance :Farm for Canmercial Buildings including RI FI R4 over 3 stories and al Fit Revised Nov 2017 4OLLIBEETUNWILA I Date 8/6/2019 The felt-ing information is necessary to Check permit application for compliancewith the fighting, mots, and electricalrequiremenis in the Applicability Location in Euldng Depamtrnent (Imeno,na) Gbde Section Component Compliance information required hpermi m docuents Documents Ndes LIGHTING. ALTERATIONS Where t 50% of existing luminaies in interim space(s) or parking garage are replaced; indicate comrpi'ence path (building area or space -by -space method); include al new and existing- SHEET ExiW to -remain kr. imr. in compliance form (LTGNT-BLDor LTG NT-SPACE); indicate proposed lighting wattage does not Interior and parking..,exceed rrexYnum allow ad per compliance path Yas C503.S garage lighting Mere <50% of existing luminaies in interim space(s) or fixture alterations parking garage are replaced; indicate total existing Ighting wattage in each space prior to alteration; include all new and existing -to -remain luminaires in LTGINTSPACEfmm; Indicate SHEET E400 proposed total lighting w allege in alteration area does not exceed total existing lighting w attage prior to alteration Where 2 50% of existing exterior lighting w attage is replaced; include al new and existing-to-rernan luminares in LTGEXT SHEET EM form; Indicate proposed tmal exterior IS hiring wattage does no exceed maximum allow ad C503.6 Exterior lightingNA 'Where 150% of existing exterior lighting wattage is replaced; future alteratons Indicate total existing lighting w silage prior to alteration; include all new and ex'stng-to-retain luminaires in LTGECT form; SHEET E400 indicate proposed total exteror fighting wattage does not exceed total existing w attage prior to alteration Write new wiring is installed to serve new interim lumnaires and for Iu inficu es are relocated to a new circut; indicate Yes C503.6 Interior fighting w ling lighting controls are provided (as applicable) -manual SHEET I" alterations (C4052.3); occupancy..so, (C405.2.1 ); daylight responsive (C4052.4); specific application (C4052.5); ec tsigns (C405.3) Exterorighting Where new wiring is installed to serve new, exterior luminaires NA C503.6 wiring alteratons and /or luminaires are relocated to new circuit Indicate SHEET E400 exterior lighting controls are provided (C405.2.7) Where a new fighting panel's installed or an existing panel's L-ghting panel weved(alinew raceway and conductor wiring); indicate Yes C503.6 alterations lighting controls are provided (as applicable)- same provisions SHEET E400 as w irng alterations; tree sw itch controls and manual light - reduction controls (0405.2.2) Where interior space(s) is moonf gured (permanently installed Yes C503.6 Interim space .walls or ceding -height parfdi.$); Indicate lighting controls are SHEET EAW reconfiguration : provided (as applicable)- same provisions as Ighting panel alteratons identify ex luminaires being upgraded with bulb and I Yes C504.2 Lighting repairs balast replacement; indicate future alteration does no SHEET E400 increase existing fixture wattage Marbly spaces on plans w here the budding area type or space use type is being changed from me type to another per SHEET E'400 Tables C405A.2(1) or (2) Yes C505.1 Change of space Indicate compliance path (building area or space -by -space use method); include at new and existing-to-reltan luminaires in compliance form(LTG-W-BLD or LTGNT-SPACE);rndcat. SHEET E40D proposed fighting w allege does not exceed maximum aloes lid per compliance path RECEPTACLES Identify all cantre led and w emtrdied receptaces on ekctric.1 plans in each space in w hich they are required; include SHEET E400 CmtrOwl receptacle Configuration such as spacing between cmtioled Yes C405.10 receptacles and uncontrolled, duplex devices, etc, Indicate. plans whether the method of automatic control for each controlled receptacle zone is by occupant sensor or SHEET E400 programmable time -of -day c-trod • ♦ ; • 2015 Washington State Energy Code Compliance Forms for Oonnsrc)al Butdirigs including R2, R3, R4 over 3 stores and ail RI Revised Nov 2017 Project Tolle: JOUdEEETUKWLA Date 8/6/2019 The fellow ing information is necessarytocheckapermi application forcarpl'ancewith the lighting, motor, and electrical requirerta tts in the Washington State Energy Code, Convnerciw Provisions. Appiicabiiy Lecationm Budding Deparment (yes,no,na) Ccde Section Component Compliance information required (n permit documents Docurrcnts Notes LIGHTING CONTROLS Yes C405.2 Lighting contras, For all lighting fixtures, indicate lighting control method on plans SHEET E400genera spatesand spas and lighting acne(s) served, or exception taken Lumina". level Indicate on. plans all futures provided w din LLLC in lieu of Yes 0405.2 fighting controls 0405 2lighting controls; provide description of control SHEET SM (LLLC) capabilities and performance parameters F-or permanently installed lighting fixtures in dwelfutg units, NA C4051 Ughfng in dwelling Indicate lighting control method on plans for spaces and units fightng z.Iserved, w demonstrate compliance wth high eft acy exception G705.2.3 _ indicate Cm plans the method of manual lighting control C405.21.1 (w hether combined w ith occupancy sensor, automatic fight Yes C405-222 MAI controls reduction, daylght responsive or specific application controls), SHEET SM C405.2A location of manual control device and area or speckle C405.2.5 application fit.-. G705.22.1 -,,at interior fight Indicate on plans which methW of manua150%fighting load Yes C405.222 reduction contras reduction is provided, or whether lighting load is reduced via SHEET EAW C405.23 occupancy sensors or daylight responsive controls hdinwe OR plans the method of litre- c shut-off control during un..e pidperiods(occupancy sensor, tin. switch or SHEET E400 Yes C405.22 mod of automata dgitai tirws switch) for OR fighfing zones; Indifiae locations where autamatic shutoff is provided by shut-off control other methods (occupancy sensor or digital ihrer switch) or SHEET E400 w hich time switch contra exception applies htlleate on plans the spaces served by occupancy sensors; SHEET 6400 Yes CA05.2.1 -on'- Indicate whether occupancy s-sw controls are configured io CR05.2.1.1 contras be manual -on, automatic 50%-on, or serve a space eigoie for SHEET S400 automatic 1001li-an par exception Occupancy sensor Indicate a"stew aye and open areas in w arehouse, spaces NA C405.2.12 contras- provided with occupancy senso contras that reduce Ighfmg SHEET 64W warehouses power by 50% Yes C405.22.1 Automatic time Indicate locations of override sty itches on plans and the SHEET BOOswitch contro5 lighting z-e(s) served, Include area sq, ft C405.2.6 agta Inter sty itch indicate di Bait framer switch control nciudes: manual Caitiff. g SHEET E4W tirrw delay, audibleand visual indication of impending time-out Indicate primary, and secondary soelght daylghtz.e areas SHEET 64W OR plans, include sq. ft.; G105.242 Daylight zones- indicate toplightdaylight zone areas an plans, include sq. It.; SHEET E400 For small vertical fenestration assembles (tough opening less NA Gi05.2.4.3 SMaghf and topl'ghf than 10 percent of prirery daylight zone) where daylight SHEET 6400 resposive controls are not required, provide fenestration area to daylight zone calculatten(s) Indicate ON plans fighting zone(s) served by daylight SHOT EM responsive controls; daintily sidelight and topi'ght daylight zones that are not provided w INN daylight sensing contras and the exception(s) SHEET EAW NA C405.2.4 Daylight responsive that apply; Indicate on plans the lighting load reduction method - contras cmlfnuous during, or stepped dimming that provides at least SHIFT E400 ter o even steps betty em O°A-1 OD% of rated pow or; Indicate that daylight sensing c.trds are configured to SHEE7 EI00 completely shut off of controlled lights h the Ighting zone Additional controls- identify spaces and lighting futures on plans that require NA 0405.25 Speedo aPPIImfi n specific apRlcafron lighting contras per fin"s secti- $NET SM fighting controls indicate on plans that display and accent lighting, and display C405.2.5- Display and accent ° else fighting are controlled independently from both general SHIF Ea00 NA Berns 1&2 fighting area fighting and other fighting applicatExts w ithin the same space; Indicate mama and automa(c lighting control method In 2015 Washington State Energy Code Compliance Forms for Corrntamnal Buildings including R2, R3. R4 over 3 stores and all to Revised Nov 2017 JOLLISEET IBMLA Date 8/6/2019 The follow ing information is necessary to checks permit application for corrpliancew ith the lighting, motor, and electrcatrequien sin the Appibablly Location m Budding Department (yes,no,na) Code Section Corys-ant Complianre knfonnafcn required in permit docurnts mcuments Notes MOTORS, TRANSFORMERS, ELECTRIC METERS, INTERIOR TRANSPORTATION NA 04056 Bectrt:a Include electrical transformer schedule -electrical plans; SHEET 540E transformers indicate transformers¢., ettici-cy.mexceptionbken NA Dweling unit Indicate- electrical piano that each dwelling unit in Group R2 C405.7 electrical energy has a separate electrical energy met." SHEET III ...sumrp&m Electric motor Include all motors, including fractional hp motors, inelectric NA C405.8 efficiency wei schedule an electrical plans; indicate hp, rpm, rated SHEET E400 effcency, or exception applied For t ilmdres in each elevator cab, provide calculated average efficacy of combined futures that indicates efti icy, SHEET E400 re not k--as than 35lumens per well: t10. C405.9:1 Eevator cabs Indicate rated watts per thin for elevator cab venhlat� fans SHOT E4W do not exceed 0.33 w aft per cfm; Indicate automatic a -trots that de-energ¢e fighting and ventlation tans when elevator 6 stopped and unoccupied for SNEET E400 Es period of 15minutes a me Escalaore and Indicate escalators CmplY wtth ASMEA17.1/CSA III NA 0405.9.2 movngwaks automatic contras are configured to reduce operational speed SHEET 6400 to the minimum Retorted when not in use NA C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are SHEET 6I00 provided with a variable frequency regenerative drive DOCUMENTATION AND SYSTEM REQUIREMENTS TO SUPPORT COMMISSIONING (Cx) Indicate that all electrical systems (receptacles, transformers, motors, vertical and horitontal transportation) for winch the WSiC requmes control functions and f or configuration to SHEET EI Scope of electrcal perform specific functions are required to be commissioned; C408.3 power and lightingYes Where total building lighting lead is > 20 kW, or w here total lighting load of luminaires requiring daylight sensing and / or system commissioning occupancy Control> 10 kW Indicate that all automatic lighting SHEET 64W control systems are required to be corroftsioned; or provide bulklhg fighting pourer calculation demonstraWtg edgbilty, for exception; Indicate tx requirements In plans and specfcafiois for ail SHEET E400 rpplicable electrical and lighting Control systems per C 0i (include general summary with at minimum Items, 1 thru 4 of the C405.13 CommissioningC408.1.1 Cx plan per C408.12 including: narrative description of acfrvties, responsibilities of the Or team, schedule of activdes SHEET EIW Yes O)08.1.2 consWCOm ConTeCltr aims mcdding verification of project close out dmumentaim per Gae.1.42 documents .fl 01MAI and cct or interest plan (if required); C103.6 Include in genera surtmary that a IN. project report or Compliance Checklist(FigureC40a.1.42) shall be completed SHEET 6400 by the Certified Cc Professional and provided to the ow net prior io the final electrical inspection Functional density in plans and speekoatons the intended operation of all Yes C408.3.1 per1wwt ice testing equQtrowt and controls during al modes of opmatim,'sncludmg SHEET 64W criteria interfacing between new and existing-to-rarrain systems PROJECT CLOSE OUT DOCUMENTATION Indicate in plans that projectciose out d-.-tation is Reject close out of required including WSEC Thum co fence fours and eq g 9 9 rip Yes C703.6.3 docunrentatim calculations thatdmumeni as interior and exterior fighting area S}IEET 6IW requirements and /o surface types, fighting power allowances and Installed densities If "no" is selected for any question, provide explanation: (^�,A}TrT��jj1hl��1h� Jl.3pV YS/ �F+(-li fl4i.`'l HA End of Lighting, Motor & Transformer Permit Documents Checklist . �CI 4.� (WILA �'In- PERMIT CENTER SCALE: NONE 1 a CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. MEP .............___ B a division of PWmp Engineering, ina - E. NATE LLA AVENUE ANAHEIM, CALIFORNIA WINE P (714) 385-1835 F(714)385-1834 wwxou"repcan STAMP pRD.A.p WASy Po P 34218 �F�s DNA LT OP. 03/19/21 PROJECT NAME/ADDRESS: JW110b" TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 S I ISSUE REVISIONS DATE N NO. DATE DESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE 053119 CORPORATE REVISIONS 3 661819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL 2 071119 IMECHANICAL CORRECTIONS 3 072419 IELECTRICAL CORRECTIONS + 080919 IELECTRICAL CORRECTIONS 031620 ADDENDUM 1 JOB NUMBER MEP # 1901069 DRAWN BY nmi�.uuu CHECKED BY PE PEI SHEET CONTENT INDOOR LIGHTING COMPLIANCE SHEET NO E800 i =- e /FFLY S,I.Faf. vz: p4Sl�t 7� rna t.� _ F4 j x C Crystal S¢ Pack aT we'v Hone im�r�sma . t Ilba 0 ` llgniPFno ilete:s-. _�, c„e tiZ S � T .. "� wevthrTU Scrsijr,`onttr Pd[zne h9a caw EP ;� RI .. €i ? .. s Vxt,t,cnkeialwy_ s T,2ct S io Cznver+3k7z Fxci �= sGPl,�r<; WESTFIELD SOUTHCENTER MALL, 1372 SOUTHCENTER MALL TUICWILA, WA 98188 GENERAL NOTES: ARTICLE 1- GENERAL PROVISIONS ARTICLE 2 -INSURANCE 1. THE STANDARD FORM OF GENERAL CONDITIONS, CURRENT EDITION OF THE AMERICAN THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO OBTAIN THE INSTITUTE OF ARCHITECTS, DOCUMENT NO. A-201, ARE HEREBY MADE A PART OF FOLLOWING INSURANCES, AND AT THEIR REQUEST FURNISH EVIDENCE TO JOLUBEE. ALL THESE SPECIFICATIONS AND SHALL APPLY THE SAME AS IF REPEATED HERE IN FULL. INSURANCE SHALL NAME HONEYBEE FOOD CORP, AND THE ARCHITECTS. AS ADDITIONAL COPIES OF SAME SHALL BE ON FILE AT THE OFFICE OF THE ARCHITECT. INSURED PARTIES. 2. 3. ALL INTERESTED PARTIES SHALL BE GOVERNED BY THOSE GENERAL CONDITIONS IN WORKMAN'S COMPENSATION INSURANCE IN ACCORDANCE WITH THE LAWS OF THE STATE IN ALL MATTERS PERTAINING TO THIS PROJECT, DURING THE PERIOD OF CONSTRUCTION, WHICH THE PROPERTY IS LOCATED AND JOLUBEE REQUIREMENTS, JOLUBEE SHALL KEEP AND PARTICIPATION IN THE PROJECT WILL BE CONSIDERED PRESUMPTIVE EVIDENCE A COPY IN FILE ALL TIME. OF THE PARTICIPANT'S FULL UNDERSTANDING OF, AND AGREEMENT WITH, THE CONDITIONS OF THE REFERENCED GENERAL CONDITIONS. COMPREHENSIVE GENERAL UABIUTY INSURANCE INCLUDING CONTRACTUAL LIABILITY WITH LIMITS SET FORTH BY THE JOLUBEE. 4. THE GENERAL CONDITIONS, SPECIAL PROVISIONS, GENERAL REQUIREMENTS, AND TECHNICAL SPECIFICATIONS, ALONG WITH THE OTHER CONDITIONS WHICH FOLLOW, AUTOMOBILE LIABILITY INSURANCE INCLUDING CONTRACTUAL LIABWTY AS SET FORTH BY AND AS PROVIDED, AS WELL AS ALL APPLICABLE PROVISIONS OF THE THE JOWBEE. SPECIFICATIONS, FORM A PART OF THE CONTRACT AND SHALL GOVERN EACH CONTRACTOR ENGAGED IN WORK ON THE PROJECT WHETHER THE WORK BE LET BUILDER'S RISK INSURANCE IN THE AMOUNT OF THE ESTIMATED COST OF THE PROJECT. UNDER SEPARATE CONTRACTS OR UNDER A SINGLE CONTRACT. THE CONTRACTOR AGREES TO INDEMNIFY AND SAVE HARMLESS JOLUBEE, ITS AGENTS, SERVANTS, AND EMPLOYEES, AND THE OWNER'S ARCHITECT AND ENGINEER FROM AND 5. BASIC DEFINITIONS: AGAINST ANY AND ALL UABIUTY OR DAMAGE TO PROPERTY OCCASIONED BY ANY ACT OR THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN OWNER AND OMISSION OF THE CONTRACTOR, HIS SUBCONTRACTORS, SERVANTS, OR EMPLOYEES, C CONTRACTOR CONDITIONS OF THE CONTRACT AND ALL DOCUMENTS LISTED BELOW. I Y D EXPENSE, A R OTHERWISE WHICH MAY BE INCURRED BY INCLUDING AN AN ALL EX E SE LEGAL 0 THE CONTRACT DOCUMENTS SHALL INCLUDE: DRAWINGS AS LISTED IN THE INDEX OF JOLUBEE, ITS AGENTS SERVANTS, OR EMPLOYEES IN THE DEFENSE OF ANY CLAIM, THIS SET. SPECIFICATION DIVISION 1-16 INCLUSIVE. ALL MODIFICATIONS ISSUED SETTLEMENT OR SUIT. AFTER EXECUTION OF THE CONTRACT. EQUIPMENT INSTALLATION HAND BOOK. ARTICLE 3 EXTRA WORK 6. PHRASES USED IN THE SPECIFICATIONS ARE DEFINED AS FOLLOWS: "AS SHOWN" - AS SHOWN ON THE ACCOMPANYING DRAWINGS. 1. ANY AND ALL WORK WHICH IS PERFORMED BY THE CONTRACTOR, OR BY ANY "PROVIDE" - PROVIDE AND INSTALL COMPLETE, WITH ALL NECESSARY ACCESSORIES SUBCONTRACTOR, WITHOUT HAVING SPECIFIC APPROVAL FROM JOLUBEE IN WRITING, AND INCIDENTAL MATERIALS AND SUPPLIES. SHALL BE PERFORMED BY SAID CONTRACTOR AT HIS OWN RISK WITHOUT ANY "PROVIDED BY OWNER" - MATERIALS OR GOODS WILL BE DELIVERED F.O.B. JOBSITE OBLIGATION OR RESPONSIBILITY OF JOWBEE OR THE ARCHITECT. ALL WORK WHICH BY THE OWNER AT NO EXPENSE TO THE GENERAL CONTRACTOR. UNLOADING, IS ABOVE AND BEYOND THE SCOPE OF THE DRAWINGS AND SPECIFICATIONS, OR ANY STORAGE, INSTALLATION, AND/OR ASSEMBLY OF ITEMS "PROVIDED BY OWNER" SHALL PART OF THE CONSTRUCTION DOCUMENTS, MUST BE SPECIFICALLY AUTHORIZED BY BE BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. JOLLIBEE IN WRITING. ALL REQUESTS FOR ADDITIONAL PAYMENTS MUST BE "INSTALL" - INSTALL ITEMS, COMPLETE, PROVIDING ALL INCIDENTAL AND NECESSARY APPROVED BY THE OWNER PRIOR TO THE START OF THAT WORK. AND MATERIALS. 'GENERAL GENERALAL CONTRACTOR" -THE GENERAL CONTRACTOR OR ANY OR ALL OF HIS 2. THE FOLLOWING GENERAL REQUIREMENTS SUPPLEMENT AND/OR SUPERSEDE THE VARIOUS SUBCONTRACTORS. FOREGOING GENERAL AND SUPPLEMENTARY CONDITIONS FOR CONTRACT WORK AND "OWNER" -ALL GENERAL CONDITIONS REFERENCES TO "OWNER" SHAM REFER TO ARE HEREBY CONSIDERED A PART OF THE CONTRACT DOCUMENTS. HONEYBEE FOOD CORP. "CONTRACTOR" AND "GENERAL CONTRACTOR" AS STATED IN THESE DOCUMENTS REFER TO THE SAME ENTITY. ABBREVIATIONS SYMBOLS A.C. ASPHALTIC CONCRETE MAX. MAXIMUM DETAIL NUMBER A.F.F. ABOVE FINISHED FLOOR MIN. MINIMUM AC.T. ACOUSTICAL TILE M.B. MARKER BOARD 2 ADMIN. ADMINISTRATION MET. METAL A-4 SECTION BLD'G BUILDING (N) NEW SHEET NUMBER B.N. BULL NOSE N.I.C. NOT IN CONTRACT B.L. BUILDING LINE NO. NUMBER DETAIL NUMBER C.B. CHALK BOARD O.C. ON CENTER 2 A-4 DETAIL CEM. CEMENT O.D. OUTSIDE DIAMETER CEM. PLAS. CEMENT PLASTER OPEN'G OPENING SHEET NUMBER C.F. CUBIC FEEL OPP. OPPOSITE A CUG CEILING DETAIL NUMBER CLSR'M CLASSROOM PL. PLATE CLR CLEAR PLYWD PLYWOOD 2 4 4�: B A7�: INTERIOR ELEVATION CMU CONCRETE MASONRY UNIT PR. PAIR CONC. CONCRETE SHEET NUMBER C.T. CERAMIC TILE REQ. REQUIRED ELEVATION NUMBER DET. DETAIL S.F. SQUARE FEET DIETS DETAILS SHT SHEET REVISION CLOUD & DELTA DIA DIAMETER Sim. SIMILAR Q S.S., ST.S. STAINLESS STEEL i EXISTING S. STANDARD EX ISTG EXISTING STRUC. STRUCTURAL (�N NORTH ARROW EL. ELEVATION ELEV. ELEVATION, ELEVATOR T.O. TOP OF E.P. ELECTRICAL PANEL T.A. TOP OF ASPHALT PAVING ROOM NAME DATUM ELEVATION EQ. EQUAL T.B. TACK BOARD .0'-0" A.F.F. T.C. TOP OF CONC., T.O. CURB F.G. FINISH GRADE F.H.C. FIRE HOSE CABINET T.W. iYP. TOP OF WALL TYPICAL W1 WALL TAG FIN. FINISH, FINISHED ws FLR FLOOR U.N.O. UNLESS NOTED OTHERWISE FTG FOOTING V.C.T. VINYL COMBINATION TILE D3 DOOR NUMBER GA. GAUGE VERT. VERTICAL 103 GALV GALVANIZED VEST. VESTIBULE ROOM NUMBER & NAME GYP. BD. GYPSUM BOARD ROOM NAME W/ WITH KEYNOTE HORIZ. HORIZONTAL W/O WITHOUT / u I.C. INTERCOM W.I. WROUGHT IRON EQUIPMENT NUMBER I.D. INSIDE DIAMETER INFO. INFORMATION TB-2 FINISH TAG WESTFIELD SOUTHCENTER MALL SPACE 372 & 368, LEVEL 1 1374 SOUTHCENTER MALL TU KW I LA, WA 98188 CONTACT INFORMATION INDEX: OWNER: ARCHITECT: LANDLORD: MEP: HONEYBEE FOOD CORPS GARY WANG AND ASSOCIATES WESTFIELD JAMES HOLMES DBA: JOLUBEE 1000 CORPORATE CENTER DRIVE, SUITE 550 2800 SOUTHCENTER MALL PLUMPGROUP 16125 E. VALLEY BLVD MONTEREY PARK, CA 91754 SEATLE, WA 98188 914 E. KATELLA AVE., CITY OF INDUSTRY, CA 91770 EMAIL: GRACHEL@GARYWANG.COM CONTACT: ANDY THOMPSON ANAHEIM, CA 92805 EMAIL: JOHNNY.FRANCISCO®RRBIUSA.COM PH: (626) 288-6898 EMAIL: ANTHOMPSON®WESTFIELD.COM EMAIL: JHOLMES®PEICA.COM PH: (626) 369-7118 FAX: (626) 768-7101 PH: (206)246-0423 PH: (714)385-1835 FAX: (626) 820-1476 FAX: (206)244-8607 FAX: (714)385-1834 PROJECT SUMMARY CODE ANALYSIS: 2015 TUKWILA MUNICIPAL CODES 2015 WASHINGTON STATE ENERGY CODES 2015 INTERNATIONAL BUILDING CODES 2015 NATIONAL FUEL GAS CODE 2015 UNIFORM PLUMBING CODES 2009 ICC/ ANSI Al171.1 2015 INTERNATIONAL MECHANICAL CODES 2017 NATIONAL ELECTRICAL CODES SCOPE OF WORK: KITCHEN RENOVATION, NEW FLOOR, NEW EQUIPMENT, NEW WALLS, NEW INTERIOR FINISHES CONSTRUCTION TYPE: TYPE II-B (SPRINKLERED) OCCUPANCY: A2 ZONING: F4 SCOPE OF WORK AREA: 1169 SQ.FT. LEASE AREA: 3055 SQ.FT. TOTAL NO. OF FLOOR: 3 STORY NO. OF EMPLOYEES: 4 MAX. PER SHIFT (INCL. MANAGER) 0 1 FOR REFERENCE ONLY. SCALE: N.T.S SHEET INDEX ISSUE NO. DATE AND REASON FOR ISSUE 1 2 3 J¢ m c0�.0]F� rOU tOW�t -BCD OR ON) Om SHEET NO. DESCRIPTION - ... ... . GENERAL INFORMATION G-100 COVER PAGE o 0 0 G-101 GENERAL NOTES o 0 0 G-102 GENERAL NOTES o o e G-110 ACCESSIBILITY NOTES o 0 0 G-111 ACCESSIBILITY NOTES o 0 0 G-112 ACCESSIBLE DETAILS o o e FOOD SERVICE K-100 EQUIPMENT PLAN o o 0 K 101 EQUIPMENT SCHEDULE o 0 0 ARCHITECTURAL A-000 ENLARGE MALL PLAN LEVEL 1 0 0 0 .. A-010 DEMOLITION PLAN o 0 0 A-011 CEILING DEMOLITION PLAN o o 0 A-100 FLOOR PLAN o 0 0 A-101 DIMENSION FLOOR PLAN o 0 0 A-102 FINISH FLOOR PLAN o 0 0 A-103 REFLECTED CEILING PLAN _..._ o o 0 A-105 - ......_.-... PARTIAL ROOF PLAN --- 0 0 0 A-210 INTERIOR ELEVATIONS 0 0 0 A-220 KITCHEN ELEVATIONS o 0 0 A-221 KITCHEN ELEVATIONS o 0 0 A-231 ENLARGED OFFICE PLAN & ELEVATION o 0 0 A-400 _...... INTERIOR DETAILS o - 0 0 A 401 INTERIOR DETAILS o _o o ..- STRUCTURAL S-001 GENERAL NOTES o 0 0 S-100 PARTIAL ROOF PLAN o 0 0 S-200 DETAILS o -o o".- ELECTRICAL 10 GENERAL NOTES & SINGLE LINE DIAGRAM o o e E 0 ELECTRICAL SITE PLAN o 0 0 E 0 POWER PALM 0 0 0...- E 01 KITCHEN EQUIPMENT SCHEDULE ------ o o 0 E 00 -- ......._.. LIGHTING PLAN o -- o o E 0 ELECTRICAL ROOF PLAN o 0 0 0 PANEL SCHEDULE o 0 0 -7 0 ELECTRICAL DETAILS 0 0 0 E-800 ................ INDOOR LIGHTING COMPLIANCE -- o ------- - ------- . 0 o e CHANT -1 0 WAC GEN NOTES o o • - 01 HVAC FLOOR PLAN o o 0 02 HVAC ROOF PLAN o o e M 300 ---.-.. _ KITCHEN HOOD DETAILS o 0 0 01 KITCHEN HOOD DETAILS o o o 02 KITCHEN HOOD DETAILS o 0 0 3 --..".. ........................... - ---- KITCHEN HOOD DETAILS o 0 0 - 4 KITCHEN HOOD DETAILS o - o 0 - 5 KITCHEN HOOD DETAILS o 0 0 M-4 0 HVAC DETAILS o 0 0 M-4 1 HVAC DETAILS 0 0 0 M-5 MECH SPECIFICATIONS o o e M-6 ENERGY SHEETS o o e M-6 . ENERGY SHEETS o - - o e P MBI ._.. P-10 GENERAL NOTES LEGENDS & SCHEDULES o o 0 P-20 WASTE AND VENT PLAN 0 ! 0 0 P-30 _...... ... — - --- WATER AND GAS PLAN o 0 0 P-30 PLUMBING ROOF PLAN o 0 0 P-40 PLUMBING RISER DIAGRAMS o 0 0 P-40 PLUMBING RISER DIAGRAM -- - o __.. 0 0 -40 PLUMBING RISER DIAGRAM o -- o 0 -50 PLUMBING DETAILS o 0 0 -600 PLUMBING SPECIFICATIONS o 0 0 ISSUED INCLUDED/REVISED () REISSUED WITHOUT REVISIONS FIL4OP Parmilt NO. Plan review approval Is subject 10 errors and omissions. Approval of construction documents does not authnr¢e the violation of any adopted code or ordinance Re elpi of approved Field Copy and Do to Is actcnowiedged: By. Date: qj Ca, of Tom, w—. n U11,OING :,�NISIOr.. REVISIONS NO cnaraes snail be made to the scope Of Work wltnOW 01 -0! apOfOval Of the Tukwila Building Division, NOTE: Revisions will reowre a new plan submittal and n1av include additional plan review. DNGD OR NCE D 1.'I,ISION RECEIVED CITY OFTUKWILA SEP 0 5 2019 PERMIT CENTER CORPpCTION LTR# THESE DRAWINGS AND SPECIFICATIONS AND IDEAS DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPEanc PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHAD. CONSTITUTE CONCLUSIVE, EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHN1 HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR All DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFJRE PROCEEDING WrFH THE FABRICATION, ARCHITECT GARY WANG a &ASSOCIATES, INC. Ir 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL: (626) 288-6898 FAX: (626) 768-7101 http://www.garywang.com STAMP 12945 REGISTERED ARCHITECT rl 1 ` GG RNG STATE OF WASHINGTON REVISIONS / ISSUE DATE NO. I DATE IDESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE QQ 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 -E 061819 HEALTH SUBMITTAL 07 1119 MECHANICAL CORRECTIONS QQ 071919 ELECTRICAL CORRECTIONS 0 072519 IBUILDING CORRECTIONS 5 090519 12ND RESU13MITTAL -JOB NUMBER ARCH PROJECT* 17-060 DRAWN BY GC SHEET CONTENT COVER SHEET SHEET NO GENERAL NOTES 1. THE TERM 'CONTRACTOR' AS USED HERE IN AND ON THE DRAWINGS SHALL ALSO BE APPLICABLE TO EACH SUBCONTRACTOR AS REQUIREMENTS PERTAIN TO HIS TRADE. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS TO FLOOR PLANS AND ELEVATIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY, IN WRITING, OF ALL AND ANY DISCREPANCIES, OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS AND SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK INVOLVED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS TO SITE PLAN AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY, IN WRITING, OF ALL AND ANY DISCREPANCIES, OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS AND SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK INVOLVED. 4. ALL WRITTEN DIMENSIONS SHALL HAVE PREFERENCE OVER SCALED DIMENSIONS. 5, ALL WRITTEN DIMENSIONS SHALL HAVE PREFERENCE OVER SCALES SHOWN ON ALL PLANS, DRAWINGS AND DETAILS. 6. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT THEY ARE SHOWN ON THE DRAWINGS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ANY AND ALL EXPENSES FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY THEIR OPERATIONS IN PERFORMANCE OF THE WORK, 8. THE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS TO LOCATE AND PROTECT ANY UNDERGROUND OR CONCEALED CONDUIT, PLUMBING OR OTHER UTILITIES PRIOR TO DEMOLITION EXCAVATION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY WATER, POWER, AND TOILET FACILITIES AS REQUIRED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND AVAILABILITY OF ALL OFF -SITE UTILITY LINES. 11. AREAS DESIGNATED FOR OFF-STREET PARKING AND LOADING, REQUIRED ACCESS DRIVES AND MANEUVERING AREAS SHALL NOT BE USED FOR THE OUTDOOR STORAGE OF MATERIALS. 12. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE LOCAL BUILDING CODE AS ADOPTED AND AMENDED BY LOCAL GOVERNING AUTHORITIES. 13. THIS STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENTS ARE IN PLACE, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY BRACING AS REQUIRED TO ASSURE THE VERTICAL AND LATERAL STABILITY OF THE ENTIRE STRUCTURE OF PORTION THEREOF DURING CONSTRUCTION. 14. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 15. NEITHER THE OWNER OR THE ARCHITECT WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS. IT IS THE INTENT OF THESE CONSTRUCTION DOCUMENTS TO INCORPORATE THE SAFETY STANDARDS OF LOCAL GOVERNING AUTHORITIES AND APPLICABLE HEALTH CODES, 16. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR THE SIMILAR WORK SHOWN ON THE DRAWINGS AND/OR SHALL CONFORM TO ACCEPTED STANDARDS OF PRACTICE. 17. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK, MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED AS PART OF THE WORK. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR REPAIR, WITHOUT DAMAGE, FOR ANY DAMAGE CAUSED BY HIM OR HIS SUB -CONTRACTOR. 19. ALL GLASS AND GLAZING SHALL COMPLY WITH LOCAL CODES AND CURRENT BUILDING AND SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS, 20. ALL INTERIOR WALLS AND PARTITIONS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST ALL LOADS TO WHICH THEY ARE SUBJECTED TO, BUT NOT LESS THAN A FORCE OF FIVE(5) POUNDS PER SQUARE FOOT APPLIED PERPENDICULAR TO THE WALLS. 21. CONTRACTOR SHALL PROVIDE AND INSTALL STIFFENERS, BRACING, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, STAIR RAILINGS, MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT. 22. WHEN SHOP DRAWINGS ARE REQUIRED, ALL DIMENSIONS ARE TO BE VERIFIED AT THE JOB SITE BY THE CONTRACTOR PRIOR TO FABRICATION OF. 23. VERIFY LOCATION AND SIZE OF ALL OPENINGS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE. 24. VERIFY INSERTS AND EMBEDDED ITEMS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE, 25.THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE TO OTHER WORK RESULTING THEREFROM, WITHOUT COST TO OWNER, WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. EXCEPTION, THE ROOFING SUBCONTRACTOR SHALL SUBMIT A MAINTENANCE AGREEMENT, CO -SIGNED BY THE CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO YEARS. 26.THE CONTRACTOR SHALL SUBMIT COPIES OF MANUFACTURERS CATALOG SHEETS, BROCHURES, SHEETS OF COLOR SAMPLES, INSTALLATION INSTRUCTIONS, ETC. ON MANUFACTURED PRODUCTS, USED OR INSTALLED IN THE PROJECT FOR OWNERS ACCEPTANCE BEFORE PURCHASE OF DELIVERY TO THE SITE. NON-COMPLIANCE MAY RESULT IN REJECTION OR NON -ACCEPTANCE. 27, MATERIALS AND PRODUCTS MUST BE DELIVERED TO THE BLDG. SITE IN ORIGINAL PACKAGES, MATERIAL AND PRODUCTS SHALL BE STORED OFF THE GROUND ON WOOD BLOCKING IN AN UPRIGHT POSITION, PROTECTED FROM THE ELEMENTS, IN A MANNER TO PREVENT DAMAGE OR MARRING OF FINISH. 28. ALL WORKS SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LOCAL AND CURRENT NATIONAL BUILDING CODES, AND ANY OTHER REGULATING AGENCIES HAVING AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 29. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OR FAILURE TO COMPLY WITH THE PLANS AND SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ARCHITECT OR HIS ENGINEER FOR INTERPRETATION OR CLARIFICATIONS. 30.THE CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROTECT HIS PORTION OF THE WORK BEFORE, DURING, AND AFTER INSTALLATION, AND TO PROTECT THE INSTALLED WORK AND MATERIALS OF OTHER TRADES. IN THE EVENT OF DAMAGE, THE CONTRACTOR SHALL MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ARCHITECT AND AT NO ADDITIONAL COST TO THE OWNER. 31. WORKMANSHIP SHALL CONFORM TO THE BEST STANDARDS AND ACCEPTED PRACTICES OF THE TRADES INVOLVED, AND SHALL INCLUDE ALL ITEMS OF FABRICATION, CONSTRUCTION AND INSTALLATION REGULARLY FURNISHED OR REQUIRED FOR COMPLETION, INCLUDING ANY FINISH REQUIRED FOR SUCCESSFUL OPERATION AS INTENDED. WORK SHALL BE EXECUTED BY MECHANICS SKILLED IN THEIR RESPECTIVE LINES OF WORK. 32.THE ARCHITECT DOES NOT GUARANTEE THE CONTRACTORS PERFORMANCE, AND NO PROVISIONS OF THE CONTRACT DOCUMENTS SHALL RELIEVE THE CONTRACTOR FROM ANY LIABILITY DUE TO NEGLIGENCE, INCOMPETENCE OR ERRORS OF OMISSIONS OR COMMISSIONS OF THE CONTRACTOR. 33.THE GENERAL CONTRACTOR AS WELL AS MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS MUST VERIFY ALL EQUIPMENT REQUIREMENTS WITH THE EQUIPMENT SUPPLIER BEFORE ANY WORK IS DONE. 34. LOCATION OF ALL MECHANICAL ROOF OPENINGS SHALL BE DETERMINED AND VERIFIED BY THE MECHANICAL CONTRACTOR. EXISTING BUILDING AND STRUCTURES 1. WHEN A RENOVATION STRUCTURAL REPAIR ALTERATION OR ADDITION T X BUILDING O A N EXISTING ING B LDI G OCCURS, COMPLIANCE INCLUDES THE FOLLOWING: A. THE AREA OF RENOVATION, STRUCTURAL REPAIR, ALTERATION, OR ADDITION MUST FULLY COMPLY. B. A PRIMARY ENTRANCE TO THE BUILDING OR FACILITY AND THE PRIMARY PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION, STRUCTURAL REPAIR, OR ADDITION MUST FULLY COMPLY. C. SANITARY FACILITIES, AND, WHEN PROVIDED, DRINKING FOUNTAINS AND PUBLIC TELEPHONES, SERVING THE AREA OF RENOVATION, STRUCTURAL REPAIR, ALTERATION OR ADDITION MUST FULLY COMPLY. 2. BUILDINGS THAT HAVE BEEN REMODELED TO PROVIDE SPECIFIC SANITARY FACILITIES AND/OR ELEVATIONS FOR PUBLIC USE THAT CONFORM TO BARRIER FREE REQUIREMENTS SHALL HAVE THIS INFORMATION POSTED IN THE BUILDING LOBBY, PREFERABLY AS PART OF THE BUILDING DIRECTORY. SUMMARY OF WORK /RESPONSIBILITIESLCOORDINATION 1. THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF THE LOCAL BUILDING CODE AND CITY BY-LAWS AND ORDINANCES. 2. CONSTRUCTION SHALL CONFORM WITH ALL APPLICABLE BUILDING CODES AND ALL OTHER APPLICABLE ORDINANCES, REGULATIONS, DRAWINGS, AND GENERAL NOTES CONTAINED HEREIN. GENERAL CONTRACTOR IS RESPONSIBLE FOR READING SPECIFICATION BOOK PRIOR TO BEGINNING THE PROJECT. THE BOOK INCLUDES INFORMATION AND DETAILS CRITICAL TO THE JOB. 3. THE DRAWINGS ARE NOT INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHMENT WORK. THE INTENTION OF THESE DOCUMENTS IS ONLY TO SHOW MATERIALS, EQUIPMENT, AND THEIR FINISHED CONDITION FOR THE PROPER COMPLETION OF THE WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED AS PART OF OF THE WORK. 4. THESE CONTRACT DOCUMENTS ARE INTENDED TO BE COMPLIMENTARY. WORK REQUIRED TO BE DONE BY ONE DOCUMENT AND NOT BY OTHERS SHALL BE DONE AS IF REQUIRED BY ALL. 5. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION OF THIS PROJECT. 6. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTION, OR DETAILS ON DRAWINGS. CONTRACTOR SHALL SATISFY HIMSELF THAT ALL DIMENSIONS, DATUMS AND DETAILED INFORMATION SHOWN ARE CORRECT. 7. WORK NOT INCLUDED IN CONTRACT: ITEMS DESIGNATED AS 'N.I.C.', FUTURE, OR BY OWNER SHALL BE EXCLUDED FROM THIS CONTRACT, ALL OTHER DOCUMENTS AND MATERIALS REQUIRED BY THESE CONTRACT DOCUMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR JOB SITE CONDITIONS OR COMPLIANCE WITH SAFETY REGULATIONS GOVERNING WORK PERFORMED ON THIS PROJECT. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT THE PUBLIC IS PROTECTED - AND SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE LOCAL DEPARTMENT OF LABOR, AND WITH ANY AND ALL OTHER APPLICABLE LOCAL SAFETY REGULATIONS. THE CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SAFETY CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT AND THAT THIS REQUIREMENT SHALL DEFEND, INDEMNIFY, AND HOLD HARMLESS THE OWNER AND THE ARCHITECT FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. 9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND TO CROSS CHECK DIMENSIONS AND DETAILS SHOWN ON THE ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL. REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES. CONTRACTOR IS ALSO RESPONSIBLE TO VERIFY WITH MALL MANAGEMENT THE EXACT LOCATION OF THE LEASE LINE AND OTHER EXISTING REQUIREMENTS NOT NOTED ON THESE PLANS. 10. ALL OMISSIONS AND ALL CASES WHERE A CONFLICT MAY OCCUR, SUCH AS BETWEEN ITEMS COVERED IN THE GENERAL NOTES AND NOTES ON THE DRAWINGS, OR BETWEEN NOTES ON DRAWINGS AND SPECIFIC DETAILS, THE ARCHITECT SHALL BE NOTIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE ARCHITECT WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS AND THE RESULTING ADDITIONAL COSTS OR CREDITS SHALL BE INCLUDED IN THE CONTRACTORS BASE BID. IN THE EVENT THAT THIS REQUIREMENT IS NOT ADHERED TO, ADDITIONAL CHARGES DURING THE CONSTRUCTION PHASE WILL NOT BE CONSIDERED BY THE OWNER AND THE ARCHITECT. THE SUBCONTRACTORS FAILURE DURING THE BID PHASE TO BRING DISCREPANCIES OR UNAVAILABILITY OF PROPRIETARY PRODUCTS TO THE GENERAL CONTRACTORS ATTENTION WILL NOT BE CONSIDERED BY THE OWNER AND THE ARCHITECT AS AN APPROPRIATE REASON FOR ADDITIONAL COMPENSATION. 11. LOCATIONS OF ANY AND ALL UTILITIES SHOWN ARE APPROXIMATE AND THE CONTRACTOR SHALL CONTACT THE ARCHITECT & OWNER IF UNKNOWN CONDITIONS ARISE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, AND PROCEDURES REQUIRED FOR THE PERFORMANCE OF HIS OR HER SUBCONTRACTORS WORK IN, ON. OR ABOUT THE JOB SITE. 13. THE CONTRACTORS SHALL PROVIDE ANY AND ALL SHORING AND BRACING NECESSARY TO ENSURE THE STABILITY OF ANY AND ALL PARTS OF THE PROJECT DURING CONSTRUCTION. 14. UNLESS SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS, NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, BORED, OR OTHERWISE WEAKENED WITHOUT THE PERMISSION OF THE ARCHITECT AND LANDLORD OR MALL MANAGEMENT. 15. PRIOR TO THE FINAL PAYMENT, THE CONTRACTOR SHALL DELIVER TO THE OWNER ALL GUARANTEES, WARRANTEES, MAINTENANCE MANUALS, PARTS LISTS, OPERATING INSTRUCTIONS, AIR BALANCE REPORTS, AS BUILT DRAWINGS AND COMPLETION OF ALL ITEMS ON THE FINAL PUNCH LIST AND SIGNED BY TENANT. 16. UNLESS SPECIFIED OR INDICATED ON DRAWINGS, THE CONTRACTOR SHALL APPLY, INSTALL, CONNECT, ERECT, USE, CLEAN, AND CONDITION MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS CURRENT PRINTED RECOMMENDATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE SUCCESSFUL COORDINATION AND INSTALLATION OF OWNERS EQUIPMENT AND FIRE SUPPRESSION SYSTEM. VERIFY SIZES OF THE EQUIPMENT BY THE OWNER PRIOR TO THE START OF CONSTRUCTION, IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO CHECK THE DIMENSIONS IN THE FIELD, PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, CABINETRY FURNISHINGS AND ALL OTHER ITEMS REQUIRING THE SAME. 17. NUMBER OF SPECIFIED ITEMS REQUIRED WHENEVER IN THESE GENERAL NOTES, AN ARTICLE, DEVICE OR PIECE OF EQUIPMENT IS REFERENCED TO IN THE SINGULAR NUMBER, SUCH REFERENCES APPLY TO AS MANY SUCH ARTICLES AS ARE SHOWN IN THE DRAWINGS OR REQUIRED TO COMPLETE THE INSTALLATION. 18, CLEAN UP UPON COMPLETION, REMOVE ALL SURPLUS MATERIAL, EQUIPMENT DEBRIS INCIDENTAL TO THIS WORK, AND LEAVE THE PREMISES IN A 'VACUUM' CONDITION. 19. GUARANTEE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE TO OTHER WORK RESULTING THEREFROM WITHOUT COSTS TO THE OWNER WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. 20,IF ANY CONTRACTOR CLAIMS THAT ANY INSTRUCTIONS FROM THE ARCHITECT OR OWNER INVOLVES EXTRA COST UNDER THIS CONTRACT, HE SHALL GIVE WRITTEN NOTICE TO THE ARCHITECT AND OWNER THEREOF WITHIN A REASONABLE TIME AFTER THE RECEIPT OF SUCH INSTRUCTIONS NOT LATER THAN 5 DAYS THERE FROM, AND, IN ANY EVENT, BEFORE PROCEEDING TO EXECUTE THE WORK, EXCEPT IN EMERGENCY ENDANGERING LIFE OR PROPERTY, AND THE PROCEDURE SHALL THEN BE AS PROVIDED FOR CHANGES IN THE WORK, NO SUCH CLAIM SHALL BE VALID UNLESS SO MADE. 21. THE OWNER SHALL CONTRACT WITH MASTER PROTECTION / FIRE PROTECTION SYSTEM FOR THE 'ANSUL' FIRE SUPPRESSION SYSTEM. 22.TENANT MUST MAKE A SEPARATE APPLICATION AND PAY A PLAN CHECK FEE FOR ANY AND ALL STORE SIGNS TO THE BUILDING AND SAFETY DEPARTMENT. 23. NO HAZARDOUS WASTE TO BE STORED ON THIS SITE. 24. THE CONTRACTOR SHALLPROVIDE P 0 DE THE BUILDING OWNER, MANAGERIAL AND ORIGINAL OCCUPANTS THE FOLLOWING: A. A LIST OF THE HEATING, COOLING, WATER HEATING AND LIGHTING SYSTEMS AND FEATURES, MATERIALS, COMPONENTS, AND MECHANICAL DEVICES, CONSERVATION OF SOLAR DEVICES INSTALLED IN THE BUILDING AND INSTRUCTION ON HOW TO USE EFFICIENTLY. B.A REQUIRED ROUTINE MAINTENANCE ACTION SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL MAY BE LIMITED TO IDENTIFYING THE MAINTENANCE MANUAL. C. A DESCRIPTION OF THE QUANTITIES OF OUTDOOR AND RECIRCULATED AIR THAT THE VENTILATION SYSTEM IS DESIGNED TO PROVIDE TO EACH AREA. 25.EACH HVAC SYSTEM SHALL BE EQUIPPED WITH AT LEAST ONE AUTOMATIC SERVICE TO SETBACK OF SHUTOFF THE SYSTEM DURING PERIODS OF NON-USE OR ALTERNATE USE OF THE BUILDING SPACES OR ZONES SERVED BY THE SYSTEM. EXCEPTION SMALL AUXILIARY HVAC SYSTEMS WHOSE INPUT POWER IS LESS THAN 500 WATTS MAY HAVE READILY ACCESSIBLE MANUAL ON/OFF SWITCHING INSTEAD. 26.AUTOMATIC TEMPERATURE CONTROLS FOR HVAC SYSTEMS SHALL COMPLY WITH THE FOLLOWING: A. EACH ZONE SHALL BE PROVIDED WITH AT LEAST ONE AUTOMATIC TEMPERATURE CONTROL FOR THAT ZONE. B. MAINTAIN SPACE TEMPERATURE SET POINTS FROM 12.8'C TO 29.4'C. C. OPERATE ZONE HEATING AND COOLING IN SEQUENCE IF BOTH ARE PROVIDED. D. PROVIDE A TEMPERATURE RANGE ADJUSTABLE UP TO 10 DEGREES BETWEEN FULL HEATING AND FULL COOLING TO THE ZONE. 27. AIR HANDLING DUCT SYSTEMS SHALL BE CONSTRUCTED, INSTALLED, SEALED AND INSULATED. 28. MECHANICAL VENTILATION SUPPLY AND EXHAUST SYSTEMS WITH MORE THAN 5000 CFM OF AIR SHALL BE PROVIDED WITH AUTOMATIC DAMPERS INTERLOCKED AND CLOSED ON FAN SHUTDOWN. 29. GRAVITY VENTILATION SYSTEM SHALL BE PROVIDED WITH AUTOMATIC DAMPERS INTERLOCKED AND CLOSED ON FAN SHUTDOWN. 30. GRAVITY VENTILATION SYSTEM SHALL BE PROVIDED WITH AUTOMATIC OR READILY ACCESSIBLE MANUALLY OPERATED DAMPERS IN ALL OPENINGS TO THE OUTSIDE, EXCEPT COMBUSTION AIR OPENINGS. 31. THE AUTOMATIC SPRINKLER SYSTEM SHALL BE FULLY OPERABLE WITHIN THE ENTIRE COVERED MALL BUILDING AND APPROVED BY THE FIELD FIRE INSPECTOR PRIOR TO THE OCCUPANCY AIR OPENINGS (AS REQUIRED). FINISHES GYPSUM WALL BOARD 1. PROVIDE GYPSUM WALLBOARD, STEEL FRAMING COMPONENTS, AND ACCESSORIES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EQUIVALENT PRODUCTS OF OTHER MANUFACTURERS WILL BE CONSIDERED PROVIDED THEY MEET THOSE ESTABLISHED STANDARDS. MAKE APPROPRIATE SUBMITTAL FOR ANY SUBSTITUTIONS. 2. ALL WORK SHALL COMPLY WITH FIRE RESISTIVE MATERIALS AND PLASTER AND OTHER APPLICABLE REGULATIONS. 3. FINISH A. UNLESS NOTED OTHERWISE (E.G. SPECIAL WALL COVERING AREAS) ALL GYPSUM WALLBOARD SHALL BE TAPED, SPACKLED, AND PAINTED. B. VERIFY ANY SPECIAL FINISH AREA PRIOR TO COMMENCING WORK. C. CONTRACTOR IS TO PROVIDE A PAINT ROLLER TEXTURE TO WALLS ONLY. SEE FINISH SCHEDULE FOR EXISTING WALLS. CEMENTITIOUS BACKER UNITS(GB.U.) 1. REQUIREMENTS A. SET TILE IN LATEX MODIFIED DRY -SET MORTAR A. CEMENTITIOUS BACKER UNITS - ANSI Al18.9./CAN/ULC-S101-M89/S102-M88 B. 2" GLASS FIBER MESH TAPE. C. FASTENERS - NON -CORROSIVE AND NON -OXIDIZING. D. GROUT - ANSI Al18.6 (USE TYPE RECOMMENDED BY TILE MANUFACTURER) 3. PREPARATION BY CEMENTITIOUS BACKER UNIT INSTALLERS A. MAXIMUM VARIATION 1N THE BACKING SURFACE 1/8" IN 8'-0" FROM THE REQUIRED PLANE B. HORIZONTAL AND VERTICAL JOINTS AND CORNERS 1/8" SPACING FILLED SOLID WITH LATEX MODIFIED DRIED -SET MORTAR. C. GLASS FIBER MESH TAPE -EMBED IN A SKIM COAT OF THE MORTAR OVER JOINTS AND CORNERS 4. INSTALLATION SPECIFICATIONS A. CEMENTITIOUS BACKER UNITS - ANSI A108.11. /CAN/ULC-S101/M89/S102-M88 B. TILE -ANSI A108.5. C. GROUT - ANSI Al08.10. PAINTING 1. SEE FINISH SCHEDULE FOR PAINT PRODUCTS. 2. THE WORK INCLUDES, BUT IS NOT LIMITED TO FURNISHING OF MATERIALS AND EQUIPMENT, AND COMPLETION OF PAINTING AND PAINTER'S FINISH ON EXPOSED SURFACES AS REQUIRED TO COMPLETE FINISHING OF THE WORK INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN. 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE OF MATERIALS AND APPLICATION WITH LOCAL GOVERNING AGENCIES IN CONNECTION WITH THIS PROJECT. 4. THE FOLLOWING EXPOSED SURFACES ARE TO BE PAINTED OR STAINED: A. ALL GYPSUM WALLBOARD NOT COVERED BY OTHER MATERIALS. B. ALL EXISTING WALLBOARD TO A MIN. OF 6" ABOVE ROOM CEILING. TYPICAL UNLESS NOTED OTHERWISE ON ROOM FINISH SCHEDULE. C. ALL METAL IN IMPROVED AREAS NOT PRE -FINISHED PRIOR TO INSTALLATION. D. ALL WOOD SURFACES, TRIM, OR PIECES NOT PRE -FINISHED PRIOR TO INSTALLATION. (DO NOT PAINT INTERIOR ELEMENTS NORMALLY CONCEALED SUCH AS STRUCTURAL COMPONENTS). 5. MATERIALS A. PAINT PRODUCTS SHALL BE MANUFACTURED BY BENJAMIN MOORE OR APPROVED EQUAL. B. ACCESSORY MATERIALS SUCH AS TURPENTINE / THINNER / UNSEEDED OIL SHALL BE APPROVED BY THE COATING MANUFACTURE. C. THE NUMBER OF COATS IS TO BE THREE MINIMUM. ADDITIONAL COATS SHALL BE APPLIED AT NO ADDITIONAL COST IF NECESSARY TO COMPLETELY HIDE BASE MATERIALS, PRODUCE UNIFORM COLOR, AND PROVIDE SATISFACTORY FINISH RESULTS. D. APPLICATION AND SURFACE PREPARATION SHALL BE DONE ACCORDING TO MANUFACTURER'S WRITTEN SPECIFICATIONS AND APPLICATION INSTRUCTIONS. ALL FINISHES SHALL BE APPLIED EVENLY AND BE FREE OF RUNS, SAGS, SKIPS. CRAWLS OR DEFECTS. E. THE CONTRACTOR SHALL PROTECT HIS OWN WORK, AND ADJACENT WORK AND MATERIALS, WITH SUITABLE COVERINGS OR MASKINGS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR CLEANING THE AREA OF HIS WORK AS WELL AS REMOVAL OF EXCESS MATERIAL (EITHER FROM ADJACENT SURFACES OR EXTRA MATERIALS). F. SURFACES TO BE PAINTED OR STAINED SHALL BE FREE OF OIL GREASE, LOOSE PAINT, OR OTHER FOREIGN MATERIAL. 6. VERIFY FINISHES ON SIGNAGE WITH ARCHITECT. ALL METAL PAINT TO BE AUTO BODY PAINT. 7. ALL EXPOSED PIPE HANDRAILS, AND OTHER MISCELLANEOUS METALS ARE TO BE PAINTED. 8. ALL STEEL SHALL BE PRIMED WITH APPROPRIATE PRIMER AND SHALL BE PAINTED. CABINET WORK 1. MAKE ALL FINISHED WORK PER THE DETAILED DRAWINGS AND GRADE REQUIREMENTS OF THE WOODWORK INSTITUTE , 'MANUAL OR MILLWORK' (W.I.C.) 2. TAKE SUCH FIELD MEASUREMENTS AS MAY BE REQUIRED. 3. ALL FINISHED WOOD AND CABINET MATERIALS SHALL HAVE MOISTURE CONTENT NOT EXCEEDING 12 % BY WEIGHT. 4. PLASTIC LAMINATE FINISHING SHALL CONFORM TO REQUIREMENTS OF ARCHITECTURAL WOODWORK INSTITUTE. 'QUALITY STANDARDS' FOR 'CUSTOM' GRADE AND NOTES CONTAINED HEREIN. 5. INSTALLATION INSTALL UNITS LEVEL AND PLUMB WITH TIGHT JOINTS BETWEEN ANY MULTIPLE UNITS. SCRIBE TO WALL AND OTHER SURFACES AS REQUIRED. ADJUST ALL DRAWERS, DOORS AND MOVABLE PARTS TC OPERATE EASILY AND SMOOTHLY WITHOUT BINDING. 6. ALL DRAWERS TO BE FULL EXTENSION SIDES WITH A 75 LBS. LOAD CAPACITY. 7. ALL CORIAN COUNTERTOP JOINTS TO BE EQUALLY SPACED. S. MILLWORK CONTRACTOR IS TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 9. THE GENERAL CONTRACTOR AND MILLWORK CONTRACTOR ARE TO COORDINATE AND INSTALL ALL REQUIRED BLOCKING. ANGLE BRACES, SUPPORTS, ETC. TO ADEQUATELY SUPPORT ALL COUNTERS. 10, FINISHES COUNTERTOP FINISH PER FINISH SCHEDULE CABINET FACES PER FINISH SCHEDULE 11. HARDWARE PER FLOOR PLAN AND FINISH SCHEDULE (TYP.) HINGE TEN MFG. INC. SELF CLOSING HINGE - PAT. #5.103.532 PROVIDED BY EB. BRADLEY MODEL #TNT - CONTACT: (213) 585-9201 12. ALL PLYWOOD, WOOD AND WOOD BLOCKING USED AT GRADE OR AS PART OF THE ROOF CONSTRUCTION SHALL BE PRESSURE -TREATED. 13. INSTALL WOOD BLOCKING FOR ALL WASHROOM ACCESSORIES, HANDRAILS, DRAPERY TRACKS, CABINETS, LADDER, ETC.. ELECTRICAL 1. BOTTOM OF ELECTRICAL AND DATA RECEPTACLE OUTLETS SHALL BE INSTALLED NOT LESS THAN 15' ABOVE THE FLOOR OR WORKING PLATFORM, 2. THE TOP OF THE GRIP OF THE OPERATING HANDLE 0 O F CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES. OR COOLING, HEATING, AND VENTILATING EQUIPMENT SHALL NOT BE MORE THAN 48" ABOVE THE FLOOR OR WORKING PLATFORM. 3. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. 4. THE INSTALLATION OF FIRE ALARM EQUIPMENT AND SYSTEMS IN ANY OCCUPANCY WITHIN THE SCOPE OF THESE REGULATIONS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE LOCAL CODES. 5. GENERAL CONTRACTOR TO REVIEW ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ALL ADDITIONAL OPENINGS THRU ROOFS AND/OR FLOORS FOR ELECTRICAL RISERS, EXHAUST RISERS, AND OTHER OPENINGS. HAZARDS AND PROTRUDING OBJECTS 1. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES 2. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT INTO WALKS, HALLS, CORRIDORS, PASSAGE WAYS OR AISLES. 3. FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE GROUND OR FINISHED FLOOR. 4. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 5. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACES SHALL HAVE 80" MINIMUM CLEAR HEAD ROOM. 6. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. 7. ALL ROOF PENETRATIONS MUST BE COMPLETED BY THE LANDLORD'S DESIGNATED ROOFING CONTRACTOR AT THE TENANTS EXPENSE. 8. THE TENANT SHALL SLEEVE, FIRE STOP, FLASH AND CAULK ALL FLOOR PENETRATIONS SO THAT THE ODORS AND LIQUIDS WILL NOT PENETRATE THE SLAB AT THE OPENINGS. 9. THE CONTRACTOR IS TO GROUT OR SEAL ALL PENETRATIONS THRU FIRE SEPARATIONS TO MAINTAIN THE INTEGRITY OF THE FIRE SEPARATION. 10. ALL FIRE SEPARATION PARTITIONS ARE TO EXTEND FROM THE FLOOR SLAB TO THE UNDERSIDE OF THE STRUCTURE ABOVE TO PROVIDE A SMOKE -TIGHT SEPARATION. 11. POLYETHYLENE VAPOUR BARRIER TO BE CAULKED CONTINUOUSLY AT ALL JOINTS TO ENSURE A CONTINUOUS SEAL. (CONTINUE ON NEXT SHEET) [REVIEWED FOR DE COMPLIANCE APPROVED SEP 23 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK4VILA Jz 121 210 PERMIT CENTER THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WIMOUT THE WRITTEN CONSENT OF GARY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALT. CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SFIAIL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON ME JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OmCE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION. GARY WANG & ASSOCIATES, INC. d 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL: (626) 288-6898 FAX: (626) 768-7101 http:/Iwww.garywang.com STAMP 12945 EGISTERED ARCHITECT �-AH�NGTON ST Ri ire 1711 i "Pum - TUKWILA 1374 SOUTHCENTER MALL, SPACE 374 & 368, LEVEL 1 TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE IDESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE 11 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL JOB NUMBER ARCH PROJECT* 17-060 DRAWN BY GC SHEET CONTENT GENERALNOTES SHEET NO GENERAL NOTES (CONT.) GENERAL CONSTRUCTION NOTES SIGNAGES 1. CODES 7. INTENTION 1. THE SIGNAGE AT THE STOREFRONT WILL BE CONTRACTED DIRECTLY BY THE OWNER. THE GENERAL A. ALL WORK SHALL CONFORM TO ALL APPLICABLE CURRENT NATIONAL AND LOCAL BUILDING THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIALS / EQUIPMENT AND CONTRACTOR MUST PROVIDE THE REQUIRED J—BOXES AS WELL AS ACCESS PANELS TO ALL NEON CODES AND ORDINANCES. NOTHING SHOWN IN THESE DRAWINGS SHALL BE CONSTRUED AS TRANSPORTATION NECESSARY FOR COMPLETE AND PROPER EXECUTION OF THE WORK. SIGNAGE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH THE SIGN PERMISSION TO VIOLATE ANY OF THE GOVERNING CODES. CONTRACTOR AND MAKING SURE THE JOB IS DONE ON TIME. FULLY DETAILED SHOP DRAWINGS 8. SUBSTITUTION MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW. THE ACTUAL PLANS ONLY SHOW LIMITED B. ALL REFERENCE TO ADA STANDARDS IN CONSTRUCTION MANUAL AND DRAWINGS SHOULD ALL DESIGN DETAILS AND ARE NOT ADEQUATED FOR CONSTRUCTION OF THE SIGN. A SEPARATE REFER TO 2009 ANSI ACCESSIBILITY CODES. NO SUBSTITUTION SHALL BE MADE WITHOUT THE OWNER APPROVAL. PERMIT WILL BE REQUIRED. 2. PERMITS 9. CHANGES 2. BARRIER FREE FOR THE PHYSICALLY HANDICAPPED. (BELOW ARE MINIMUM GUIDELINES). SHOULD THERE BE A CONFLICT BETWEEN THESE MINIMUM REQUIREMENTS AND WHAT IS CALLED FOR ON A. THE OWNER WILL PAY FOR THE BUILDING PERMIT AND ANY SEWER, WATER. OR OTHER LOCAL THE OWNER MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR THE DRAWINGS. THE CONTRACTOR IS TO INFORM THE ARCHITECT PRIOR TO PROCEEDING WITH JURISDICTIONAL FEES OR ASSESSMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEDUCTING FROM THE WORK. THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. WORK SO AFFECTED. COORDINATION WITH HIS SUBCONTRACTORS WITH REGARD TO PERMITS, FEES AND TEMPORARY AS WELL AS PERMANENT UTILITIES. THE SUBCONTRACTORS SHALL OBTAIN CITY LICENSES AND 10. SCOPE SUBMIT SAME TO THE JOB SUPERINTENDENT BEFORE STARTING WORK. EACH SUBCONTRACTOR MECHANICAL REQUIREMENTS SHALL PAY FOR ALL FEES AND PERMITS REQUIRED FOR THEIR PORTION OF THE WORK. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS AND PERFORM ALL WORK NECESSARY. REASONABLY INFERRED OR REQUIRED BY ANY CODE AND AUTHORITY HAVING 1. TENANT'S IS TO PROVIDE HVAC AND FAN UNITS' STEEL FRAMING DETAIL FOR ROOF TOP UNITS. B. THE PLAN CHECK FEE SHALL BE SECURED AND PAID FOR BY THE OWNER. ALL OTHER JURISDICTION, TO COMPLETE THEIR SCOPE OF WORK FOR COMPLETE AND PROPERLY FINISHED PROVIDE PLAN LOCATION OF THE ROOF TOP HVAC AND FAN UNIT. PERMITS SHALL BE TAKEN OUT AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY JOB. RESPONSIBLE. 2. THE TENANT'S HVAC AND EXHAUST SYSTEMS MUST BE BALANCED AT THE TENANT'S EXPENSE C. THE CONTRACTOR SHALL OBTAIN PERMITS FROM THE LOCAL AUTHORITY HAVING JURISDICTION 11. CUTTING AND PATCHING PRIOR TO OPENING FOR BUSINESS, TO COMPLY THE LANDLORD —APPROVED WORKING DRAWINGS. A CERTIFIED AIR BALANCE CONTRACTOR, APPROVED BY THE LANDLORD AND NOT AFFILIATED WITH AS REQUIRED AND SHALL COMPLY WITH ALL REQUIREMENTS OF THE DIVISION. ALL TRADES SHALL DO THEIR OWN CUTTING, FITTING, PATCHING, ETC. TO MAKE THE SEVERAL THE TENANT'S MECHANICAL CONTRACTOR, SHALL PERFORM THE BALANCING AND SUBMIT A 3. CONSTRUCTION DOCUMENTS PARTS COME TOGETHER PROPERLY AND FIT IT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER REPORT TO THE LANDLORD. TRADES. D. THE INTENTION OF THESE DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIALS, SERVICES, 12. CLEANING ENTRANCES AND EXITS EQUIPMENT AND TRANSPORTATION NECESSARY FOR THE COMPLETE AND PROPER EXECUTION OF THE WORK INDICATED ON THE DRAWINGS OR REASONABLY INFERRED THESE FROM. THE THE CONTRACTOR SHALL CLEAN—UP, REMOVE AND DISPOSE IN A LEGAL MANNER ALL DEBRIS 1. ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDING AND FACILITIES ARCHITECT WILL IN NO WAY BE RESPONSIBLE FOR HOW THE FIELD WORK IS PERFORMED. AND WASTE ATTRIBUTED TO THE JOB. SHALL BE MADE ACCESSIBLE. SAFETY IN OR ABOUT THE JOB SITE METHODS OF PERFORMANCE OR TIMELINES IN THE PERFORMANCE OF THE WORK IF DISCREPANCY EXISTS BETWEEN PLANS OF DIFFERENT 13. INSULATION 2. EXIT DOORS SHALL BE OPENORT. FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SCALES, THE LARGER SCALE PLAN SHALL GOVERN. NOTIFY ARCHITECT OF SUCH DISCREPANCY SPECIAL KNOWLEDGE OR EFFORT. BEFORE PROCEEDING WITH THE WORK. A. ROOF INSULATION SHALL BE RATED FIBERGLASS BAITS BETWEEN BOTTOM CHORDS OF TRUSSES OR BETWEEN ROOF JOISTS PER TITLE 24 REQUIREMENTS. 3. MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE _ 4. BIDS PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS E. BIDDERS PRIOR TO SUBMITTAL OF BIDS SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH B. RATED FIBERGLASS INSULATION LIKEWISE BE PROVIDED AT THE EXTERIOR STUD WALLS BETWEEN STUDS PER TITLE 24 REQUIREMENTS. ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR THE ARCHITECTS' PLANS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY, OMISSION, KNOBS OR SURFACE MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. CLARIFICATION, OF ANY INFORMATION NECESSARY FOR COMPLETION OF THEIR SCOPE OF C. REFER TO ENERGY CONSERVATION NOTES AND MANDATORY MEASURES FOR ADDITIONAL WORK. INSULATION NOTES AND REQUIREMENTS. 4. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE. PANIC BARS, F. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS AND SERVICES REQUIRED TO PUSH—PULL ACTIVATION BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE V PERFORM ALL WORK NECESSARY, INDICATED OR REASONABLY INFERRED OR REQUIRED BY WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS ANY APPLICABLE CODE TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. Q PROPERLY FINISHED JOB. 5. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS G. CONTRACTORS PRIOR TO BIDDING SHALL GUARANTEE THAT ALL OTHER SUB—BIDDEES OR SUB SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE CONTRACTORS SHALL BE GIVEN COMPLETE FULL SETS OF PLANS TO ENSURE THAT THEY TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF HAVE INCLUDED ALL ITEMS NECESSARY TO COMPLETE THEIR WORK. ANY ITEM MISSED BY SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. THESE SUBCONTRACTORS IN THEIR BIDS SHALL BE ABSORBED BY THE GENERAL CONTRACTOR WHERE SLIDING DOORS ARE IN FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE AT HER/HIS OWN EXPENSE AND IN NO WAY WILL AFFECT ANY ADDITIONAL COST OVER AND EXPOSED AND USABLE FROM BOTH SIDES. 404.2.6. 2009 ICC/ANSI A1177.1 ABOVE THE FINAL BID. 6. EVERY DOORWAY LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE OF A SIZE AS H. ALL TRADES SHALL PROVIDE BIDS ACCORDING TO THE PLANS AND SPECIFICATIONS. ANY TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS ALTERNATE SHALL BE SUBMITTED TO THE OWNER (IN WRITING) FOR APPROVAL PRIOR TO THAN 6'-8" IN HEIGHT. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO ACCEPTANCE OF BID. THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32". 5. CONTRACTOR 7. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE A. PRIOR TO COMMENCING, THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND REVIEW ALL DRAWINGS AND SPECIFICATIONS AND VERIFY CONDITIONS AT THE SITE. ANY THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48' AS MEASURED AT RIGHT DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE ANGLE TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. WORK. CONTRACTOR SHALL VERIFY WITH THE PROPER UTILITY COMPANY THE LOCATIONS OF ALL EXISTING BELOW GRADE UTILITIES AND THEIR SERVICE CONNECTION PRIOR TO THE 8. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF COMMENCEMENT OF WORK. THE DOORWAY. B. NO CONTRACTOR, SUBCONTRACTOR, OR SUBCONTRACTOR IS TO START HIS WORK UNTIL 9. DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE HE/SHE HAS FIRST EXAMINED THE EXISTING CONDITIONS. IF FOR ANY REASON A PERFECT OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION JOB IS IMPOSSIBLE IT SHALL BE IMMEDIATELY REPORTED TO THE PROJECT SUPERINTENDENT WHERE NARROW FRAME DOORS ARE USED. A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED AND ARCHITECT BEFORE PROCEEDING WITH THE JOB. ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF 10. RECESSED DOOR MATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH ASSEMBLY, FOR COORDINATION OF HIS WORK WITH THAT OF OTHER TRADES AND FOR WHEELCHAIR TRAFFIC. PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. 11. MAXIMUM EFFORT TO OPERATED DOORS SHALL NOT EXCEED 38N FOR EXTERIOR DOORS AND D. CONTRACTOR TO VERIFY AND ENSURE AVAILABILITY AND TIMELY DELIVERY OF SPECIFIED OR 22N FOR INTERIOR DOORS. SUCH PUSH OR PULL EFFORT BEING APPLIED AT RIGHT ANGLES SUBSTITUTED PRODUCTS PRIOR TO CONSTRUCTION. HE SHALL NOTIFY ARCHITECT OF POSSIBLE TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. CHANGES TO CONSTRUCTION DOCUMENTS OR ANY CONSTRUCTION DELAY DUE TO NON COMPENSATION DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE AVAILABILITY OR LATE DELIVERY OF MATERIALS. ARCHITECT IS NOT RESPONSIBLE FOR NON ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE AVAILABILITY OR LATE DELIVERY OF PRODUCTS DURING CONSTRUCTION. THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. E. ANY CONTRACTOR PRIOR TO INSTALLATION OR PROCUREMENT OF MATERIALS SHALL NOTIFY ARCHITECT OF PROBLEMS IF ANY. FAILURE TO DO SO SHALL MEAN THAT ALL NECESSARY CORRECTIVE MEASURE, DOCUMENTATION, ETC. SHALL BE DONE BY THAT CONTRACTOR AT HIS OWN EXPENSE AND TIME. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURACY OF THE BUILDING LINES AND LEVELS. THE CONTRACTOR SHALL COMPARE CAREFULLY THE LINES AND LEVELS SHOWN ON THE DRAWINGS WITH EXISTING LEVELS FOR THE CONSTRUCTION OF THE WORK AND SHALL CALL THE ARCHITECT'S ATTENTION TO ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. G. PROVIDE ALL NECESSARY BACKING AND FRAMING FOR ALL WALL MOUNTED ITEMS, LIGHT FIXTURES AND ALL OTHER ITEMS REQUIRED SAME. H. INSTALL WOOD BLOCKING FOR ALL WASHROOM ACCESSORIES, HANDRAILS, DRAPERY TRACKS, CABINETS, LADDER, ETC.. I. ALL PLYWOOD, WOOD AND WOOD BLOCKING USED AT GRADE OR AS PART OF THE ROOF CONSTRUCTION SHALL BE PRESSURE —TREATED. 8. LIABILITIES A. THE DESIGN PROFESSIONAL (DP) SHALL CONSULT WITH THE CLIENT REGARDING THE PROBABLE SERVICES REQUIRED TO COMPLY WITH BARRIER FREE REQUIREMENTS. THE DP IS NOT AN ATTORNEY NOR SHOULD THE DP'S RENDERING AN OPINION OF PROBABLE SERVICES REQUIREMENTS BE CONSIDERED EQUIVALENT TO A LEGAL INTERPRETATION OF BARRIER FREE REQUIREMENTS. THE DP'S OPINION WILL BE BASED SOLELY ON HIS OR HER OWN REVIEWED FOR EXPERIENCE AND KNOWLEDGE. THIS REQUIRES THE DP TO MAKE A CERTAIN NUMBER OF CODE COMPLIANCE ASSUMPTIONS AS TO THE TYPES OF DISABILITIES COVERED BY BARRIER FREE REQUIREMENTS. APPROVED THE DEGREE OF ACCESS THAT IS READILY ACHIEVABLE AND WHAT CONSTITUTES 'READILY ACCESSIBLEOGIVEN CANNOT ANDDOEESNOTGUARANTEETHE ACCURACY OF HIS ORHEROPINION ASDTOTFULDP SEP 23 2019 COMPLIANCE AND IN RECOGNITION OF THAT FACT, THE CLIENT WAIVES ANY CLAIM AGAINST THE DP RELATIVE TO THE ADEQUACY OF THE OPINION TO FULLY COMPLY WITH BARRIER FREE REQUIREMENTS. City Of Tukwila BUILDING DIVISION B. THE ARCHITECT WHO SIGNS THESE PLANS, SPECIFICATIONS AND INSTRUMENTS of SERVICE SHALL NOT BE HELD RESPONSIBLE FOR DAMAGES RESULTING FROM CHANGES OR USES NOT AUTHORIZED OR APPROVED BY THE ARCHITECT. THE SIGNING OF THESE DOCUMENTS WILL NOT IMPOSE A LEGAL DUTY OR RESPONSIBILITY TO OBSERVE THE CONSTRUCTION OF THE FIXED WORKS SUBJECT TO THESE DOCUMENTS. RECEIVED C. ALL BRACING NECESSARY FOR CONSTRUCTION PURPOSES BE THE SOLE RESPONSIBILITY OF CITY OF TUKWILA THE CONTRACTOR. SEP 0 5 2019 D. THE DESIGN ADEQUACY AND SAFETY OF THE ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC, SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE PERMIT CENTER CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHAM REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG & ASSO(ATES. WSUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALT. CONSTITUTE CONCLUSIVE EDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SKILL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR All DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS, SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION. ARCHITECT GARY WANG & ASSOCIATES, INC. °e 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL:(626)28B-6898 FAX:(626)768-7101 http://W Ww.garywang.00m STAMP �IGAY 111111 REGISTERED ARCHITECT H. WANG STATE OF WASHINGTON 1 "111 1 TUKWILA 1374 SOUTHCENTER MALL, SPACE 374 & 368, LEVEL 1 TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 1 020719 _ BID ISSUE 2 622519 BID ISSUE Q 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL Qz 071119 MECHANICAL CORRECTIONS a 071919 ELECTRICAL CORRECTIONS 0+ 072519 BUILDING CORRECTIONS 5 090519 2ND RESUBMITTAL JOB NUMBER ARCH PROJECT* 17-060 DRAWN BY GC SHEET CONTENT GENERAL NOTES SHEET NO ACCESSIBILITY REQUIREMENTS DEFINED BY PERMANENTLY INSTALLED PARTITIONS, COUNTERS, CASEWORK OR 201 TO 300 7 THE MAIN LEVEL. WHEELCHAIR SPACES IN TEAM OR PLAYER SEATING TO BE ACCESSIBLE BY SECTION 1107. 8 SECTION 1101 GENERAL FURNISHINGS, SHALL NOT BE REQUIRED TO BE ACCESSIBLE ROUTES. 2. COMMON USE CIRCULATION PATHS, LOCATED WITHIN EMPLOYEE WORK SERVING AREAS OF SPORT ACTIVITY ARE NOT REQUIRED TO BE DISPERSED 3. WHERE MULTIPLE SINGLE -USER TOILET ROOMS OR BATHING ROOMS ARE 1 9 1101.1 SCOPE. THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE DESIGN AREAS, THAT ARE AN INTEGRAL COMPONENT OF EQUIPMENT, SHALL NOT BE 1108.2.5 DESIGNATED AISLE SEATS. AT LEAST 5 PERCENT, BUT NOT LESS THAN CLUSTERED AT A SINGLE LOCATION, AT LEAST 50 PERCENT BUT NOT LESS 501 TO 1,000 2% OF TOTAL AND CONSTRUCTION OF FACILITIES FOR ACCESSIBILITY TO PHYSICALLY REQUIRED TO BE ACCESSIBLE ROUTES. ONE, OF THE TOTAL NUMBER OF AISLE SEATS PROVIDED SHALL BE THAN ONE ROOM FOR EACH USE AT EACH CLUSTER SHALL BE ACCESSIBLE. 1,001 AND OVER 20, PLUS ONE FOR EACH DISABLED PERSONS. 3. COMMON USE CIRCULATION PATHS, LOCATED WITHIN EXTERIOR 100, OR FRACTION THEREOF, DESIGNATED AISLE SEATS AND SHALL BE THE AISLE SEATS LOCATED CLOSEST TO ACCESSIBLE ROUTES 4. WHERE NO MORE THAN ONE URINAL IS PROVIDED IN A TOILET ROOM OR 1101.2 DESIGN. BUILDINGS AND FACILITIES SHALL BE DESIGNED AND EMPLOYEE WORK AREAS THAT ARE FULLY EXPOSED TO THE WEATHER, OVER-1 000 . BATHING ROOM, THE URINAL IS NOT REQUIRED TO BE ACCESSIBLE. CONSTRUCTED TO BE ACCESSIBLE IN ACCORDANCE WITH THIS CODE AND ICC SHALL NOT BE REQUIRED TO BE EXCEPTION: SLEEPING ROOMS ARE NOT REQUIRED TO BE ACCESSIBLE. AL17.1. ACCESSIBLE ROUTES. 1106.2 GROUPS R-2 AND R-3. AT LEAST 2 PERCENT, BUT NOT LESS THAN DESIGNATED AISLE SEATS ARE NOT REQUIRED IN TEAM OR PLAYER SEATING 1109.2.1 FAMILY OR ASSISTED -USE TOILET AND BATHING ROOMS, IN ASSEMBLY 1103.1 WHERE REQUIRED. SITES BUILDINGS STRUCTURES FACILITIES , 1104.3.2 PRESS BOXES. PRESS BOXES IN ASSEMBLY AREAS S E S B E A EMBL EA HALL BE ON AN ONE OF EACH TYPE OF PARKING S PACE PROVIDED FOR OCCUPANCIES I N SERVING AREAS OF SPORT ACTIVITY. AND MERCANTILE OCCUPANCIES, AN ACCESSIBLE FAMILY OR ASSISTED -USE ELEMENTS AND SPACES, TEMPORARY OR PERMANENT, SHALL BE ACCESSIBLE TO PERSONS ACCESSIBLE ROUTE. EXCEPTIONS: GROUPS R-2 AND R-3, WHICH ARE REQUIRED TO HAVE ACCESSIBLE, TYPE A OR TYPE B DWELLING OR SLEEPING UNITS, SHALL BE ACCESSIBLE. 1108.2.E LAWN SEATING. LAWN SEATING AREAS AND EXTERIOR OVERFLOW TOILET ROOM SHALL BE PROVIDED WHERE AN AGGREGATE OF SIX OR MORE WITH AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED TO FREE-STANDING WHERE PARKING IS PROVIDED WITHIN OR BENEATH A BUILDING, SEATING AREAS, WHERE FIXED SEATS ARE NOT PROVIDED, SHALL CONNECT TO AN ACCESSIBLE ROUTE. MALE AND FEMALE WATER CLOSETS IS REQUIRED. IN BUILDINGS OF MIXED PHYSICAL DISABILITIES. PRESS BOXES THAT ARE ELEVATED ABOVE GRADE 12 FEET (3660 MM) MINIMUM ACCESSIBDING. LE PARKING SPACES SHALL ALSO BE PROVIDED WITHIN OR BENEATH 1108.2.7 ASSISTIVE LISTENING SYSTEMS. EACH ASS SSEMBLY AREA WHERE AUDIBLE OCCUPANCY, ONLY THOSE WATER CLOSETS REQUIRED FOR THE ASSEMBLY OR MERCANTILE OCCUPANCY SHALL BE USED TO DETERMINE THE 1103.2 GENERAL EXEMPTIONS. SITES BUILDINGS, STRUCTURES , FACILITIES, ELEMENTS AND PROVIDED THAT THE AGGREGATE AREA OF ALL PRESS BOXES IS 500 SQUARE FEET (46 M2) THE BUIL 1106.3 HOSPITAL OUTPATIENT FACILITIES. AT LEAST 10 PERCENT, BUT NOT LESS COMMUNICATIONS ARE INTEGRAL THE USE OF THE SPACE FAMILY OR ASSISTED -USE TOILET ROOM REQUIREMENT. IN RECREATIONAL SPACES SHALL BE EXEMPT FROM THIS CHAPTER TO THE EXTEND MAXIMUM. THAN ONE, OF PATIENT AND VISITOR PARKING SPACES PROVIDED TO SERVE SHALL HAVE AN ASSISTIVE LISTENING SYSTEM. FACILITIES WHERE SEPARATE -SEX BATHING ROOMS ARE PROVIDED, AN SPECIFIED IN THIS 1104.4 MULTILEVEL BUILDINGS AND FACILITIES. AT LEAST ONE ACCESSIBLE HOSPITAL OUTPATIEN FACILITIES SHALL BE ACCESSIBLE. EXCEPTION: ACCESSIBLE FAMILY OR ASSISTED -USE BATHING ROOM SHALL BE SECTION. ROUTE SHALL CONNECT EACH ACCESSIBLE LEVEL, INCLUDING MEZZANINES, 1106.4 REHABILITATION FACILITIES AND OUTPATIENT PHYSICAL THERAPY OTHER THAN IN COURTROOMS, AN ASSISTIVE LISTENING SYSTEM IS NOT PROVIDED. FIXTURES LOCATED WITHIN FAMILY OR ASSISTED -USE TOILETAND 1103.2.1 SPECIFIC REQUIREMENTS. ACCESSIBILITY IS NOT REQUIRED IN IN MULTILEVEL BUILDINGS AND FACILITIES. FACILITIES. AT LEAST 20 PERCENT, BUT NOT LESS THAN ONE, OF THE REQUIRED WHERE THERE IS NO AUDIO AMPLIFICATION SYSTEM. S BATHING ROOMS HALL BE INCLUDED INDETERMINING THENUMBER OF BUILDINGS AND EXCEPTIONS: PORTION OF PATIENT AND VISITOR PARKING SPACES SERVING REHABILITATION 1108.2.7.1 RECEIVERS. RECEIVERS SHALL BE PROVIDED FOR ASSISTIVE FIXTURES PROVIDED IN AN OCCUPANCY. FACILITIES OR PORTIONS THEREOF, TO THE EXTEND PERMITTED BY SECTION AN ACCESSIBLE ROUTE IS NOT REQUIRED TO STORIES AND MEZZANINES FACILITIES SPECIALIZING IN TREATING CONDITION THAT AFFECT MOBILITY LISTENING SYSTEMS IN ACCORDANCE WITH TABLE 1108.2.7.1, EXCEPTION: 1104 THAT HAVE AN AND OUTPATIENT PHYSICAL THERAPY FACILITIES SHALL BE ACCESSIBLE. EXCEPTIONS: WHERE EACH SEPARATE -SEX BATHING ROOM HAS ONE SHOWER OR THROUGH 1110/ AGGREGATE AREA OF NOT MORE THAN 3,000 SQUARE FEET (278.7 M2) 1106.5 VAN SPACES. FOR EVERY SIX OR FRACTION OF SIX ACCESSIBLE BATHTUB FIXTURE, A FAMILY OR ASSISTED -USE BATHING ROOM IS NOT 1103.2.2 EXISTING BUILDINGS. EXISTING BUILDINGS SHALL COMPLY WITH AND ARE PARKING SPACES, AT LEAST ONE SHALL BE A VAN -ACCESSIBLE PARKING 1. WHERE A BUILDING CONTAINS MORE THAN ONE ASSEMBLY AREA, THE TOTAL REQUIRED. SECTION 3411 LOCATED ABOVE AND BELOW ACCESSIBLE LEVELS. THIS EXCEPTION SHALL SPACE. NUMBER OF REQUIRED RECEIVERS SHALL BE PERMITTED TO BE CALCULATED 1109.2.1.1 STANDARD. FAMILY OR ASSISTED -USE TOILET AND BATHING ROOMS 1103.2.3 EMPLOYEE WORK AREAS. SPACES AND ELEMENTS WITHIN EMPLOYEE NOT APPLY TO: EXCEPTION: ACCORDING TO THE TOTAL NUMBER OF SEATS IN THE ASSEMBLY AREAS IN THE SHALL COMPLY WITH SECTIONS 1109.2.1.2 THROUGH 1109.2.1.7 AND ICC WORK AREA 1.1. MULTIPLE TENANT FACILITIES OF GROUP M OCCUPANCIES CONTAINING FIVE IN GROUP R-2 AND R-3 OCCUPANCIES, VAN -ACCESSIBLE SPACES BUILDING, PROVIDED THAT ALL RECEIVERS ARE USABLE WITH ALL SYSTEMS AL17.1. SHALL ONLY BE REQUIRED TO COMPLY WITH SECTION 907.5.2.3.2, 1007 OR MORE TENANT SPACES; LOCATED WITHIN PRIVATE GARAGES SHALL BE PERMITTED TO HAVE AND IF ASSEMBLY AREAS REQUIRED TO PROVIDE ASSISTIVE LISTENING ARE AND 1104.3.1. 1.2. LEVELS CONTAINING OFFICES OF HEALTH CARE PROVIDERS (GROUP B OR VEHICULAR ROUTES, ENTRANCES, PARKING SPACES AND ACCESS AISLES UNDER ONE MANAGEMENT. 1109.2.1.2 FAMILY OR ASSISTED -USE TOILET ROOMS. FAMILY OR ASSISTED -USE AND SHALL BE DESIGNED AND CONSTRUCTED SO THAT INDIVIDUALS WITH 1); OR WITH A MINIMUM VERTICAL CLEARANCE OF 7 FEET (2134 MM). 3. WHERE ALL SEATS IN AN ASSEMBLY AREA ARE SERVED BY AN INDUCTION TOILET ROOMS SHALL INCLUDE ONLY ONE WATER CLOSET AND ONLY DISABILITIES 1.3 PASSENGER TRANSPORTATION FACILITIES AND AIRPORTS GROUP A-3 OR 1106.6 LOCATION. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE LOOP ASSISTIVE LISTENING SYSTEM, THE MINIMUM NUMBER OF ONE LAVATORY. A FAMILY OR ASSISTED -USE BATHING ROOM IN CAN APPROACH, ENTER AND EXIT THE WORK AREA, WORK AREAS OR B). SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING RECEIVERS REQUIRED BY TABLE 1108.2.7.1 TO BE HEARING -AID COMPATIBLE ACCORDANCE WITH SECTION 1109.2.1.3 SHALL BE CONSIDERED A FAMILY OR PORTIONS OF 2. LEVELS THAT DO NOT CONTAIN ACCESSIBLE ELEMENTS OR OTHER TO AN ACCESSIBLE BUILDING ENTRANCE. IN PARKING FACILITIES THAT DO NOT SHALL NOT REQUIRED. ASSISTED -USE TOILET ROOM. WORK AREAS, OTHER THAN RAISED COURTROOM STATIONS, THAT ARE LESS THAT 300 SPACES AS DETERMINED BY SECTION 1107 OR 1108 ARE NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN U 1108.2.7.2 PUBLIC ADDRESS SYSTEMS. WHERE STADIUMS, ARENAS AND EXCEPTION: SQUARE FEET 30 M' IN AREA AND ELEVATED 7 INCHES (178mm OR ( ) ) REQUIRED TO BE SERVED BY AN ACCESSIBLE ROUTE FROM AN ACCESSIBLE ENTRANCE TO THE PARKING FACILITY. WHERE BUILDINGS HAVE MULTIPLE GRANDSTANDS PROVIDE AUDIBLE PUBLIC ANNOUNCEMENTS, THEY SHALL A URINAL IS PERMITTED TO BE PROVIDED IN ADDITION TO THE WATER MORE ABOVE LEVEL. ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING ALSO PROVIDE EQUIVALENT TEXT INFORMATION REGARDING EVENTS AND CLOSET IN A FAMILY OR ASSISTED -USE TOILET ROOM. THE GROUND OR FINISHED FLOOR WHERE THE ELEVATION IS ESSENTIAL TO SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE FACILITIES IN COMPLIANCE WITH SECTIONS 1108.2.7.2.1 AND 1108.2.7.2.2. 1109.2.1.3 FAMILY OR ASSISTED -USE BATHING ROOMS. FAMILY OR THE 2 LEVELS THAT DO NOT CONTAIN ACCESSIBLE ELEMENTS OR OTHER SPACES ENTRANCES. 1108.2.7.2.1 PRERECORDED TEXT MESSAGES. WHERE ELECTRONIC SIGNS ARE ASSISTED -USE BATHING ROOMS SHALL INCLUDE ONLY ONE SHOWER OR FUNCTION OF THE SPACE SHALL BE EXEMPT FROM ALL REQUIREMENTS. AS DETERMINED BY SECTION 1107 OR 1108 ARE NOT REQUIRED TO BE EXCEPTIONS: PROVIDED AND HAVE THE CAPABILITY TO DISPLAY PRERECORDED TEXT BATHTUB FIXTURE. FAMILY OR ASSISTED -USE BATHING ROOMS SHALL ALSO 1103.2.5 UTILITY BUILDINGS. OCCUPANCIES IN GROUP U ARE EXEMPT FROM SERVED BY AN ACCESSIBLE ROUTE FROM AN ACCESSIBLE LEVEL. 1. IN MULTILEVEL PARKING STRUCTURES, VAN -ACCESSIBLE PARKING SPACES MESSAGES CONTAINING INFORMATION THAT IS THE SAME, OR INCLUDE ONE WATER CLOSET AND THE 3. IN AIR TRAFFIC CONTROL TOWERS, AN ACCESSIBLE ROUTE IS NOT ARE PERMITTED ON ONE LEVEL. SUBSTANTIALLY EQUIVALENT TO INFORMATION THAT IS PROVIDED AUDIBLY, SIGNS ONE LAVATORY. WHERE STORAGE FACILITIES ARE PROVIDED FOR REQUIREMENTS OF THIS CHAPTER OTHER THAN THE FOLLOWING REQUIRED TO SERVE THE CAB AND THE FLOOR IMMEDIATELY BELOW THE 2. ACCESSIBLE PARKING SPACES SHALL BE PERMITTED TO BE LOCATED IN SHALL DISPLAY TEXT THAT IS EQUIVALENT TO AUDIBLE ANNOUNCEMENTS. SEPARATE -SEX BATHING ROOMS, ACCESSIBLE STORAGE FACILITIES SHALL BE 1. IN AGRICULTURAL BUILDINGS, ACCESS IS REQUIRED TO PAVED WORK CAB 4. WHERE A TWO-STORY BUILDING OR FACILITY HAS ONE STORY WITH AN DIFFERENT PARKING FACILITIES IF SUBSTANTIALLY EQUIVALENT OR GREATER EXCEPTION: PROVIDED FOR FAMILY OR ASSISTED -USE BATHING ROOMS. AREAS OPEN TO THE GENERAL PUBLIC. LOAD OF FIVE OR FEWER PERSONS THAT DOES NOT OCCUPANT CONTAIN ACCESSIBILITY IS PROVIDED IN TERMS OF DISTANCE FROM AN ACCESSIBLE ENTRANCE OR ENTRANCES, PARKING FEE AND USER CONVENIENCE. ANNOUNCEMENTS THAT CANNOT BE PRERECORDED IN ADVANCE OFTHE 1109.2.1.4 LOCATION. FAMILY OR ASSISTED -USE TOILET AND BATHING ROOMS 2. PRIVATE GARAGES OR CARPORTS THAT CONTAIN REQUIRED ACCESSIBLE PUBLIC USE SPACE, THAT STORY SHALL NOT BE REQUIRED TO BE CONNECTED BY AN ACCESSIBLE ROUTE TO THE STORY ABOVE OR BELOW. 1106.7 PASSENGER LOADING ZONES, PASSENGER LOADING ZONES SHALL BE EVENT SHALL NOT BE REQUIRED TO BE DISPLAYED. 1108.2.7.2.2 REAL-TIME MESSAGES. WHERE ELECTRONIC SIGNS ARE PROVIDED SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. FAMILY OR ASSISTED -USE TOILET ROOMS SHALL BE LOCATED NOT MORE THAN ONE PARKING. 1103.2.E CONSTRUCTION SITES. STRUCTURES AND EQUIPMENT DIRECTLY 5. VERTICAL ACCESS t0 ELEVATED EMPLOYEE WORK STATIONS WITHIN A DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ICC . 1106.7.1 CONTINUOUS LOADING ZONES. WHERE PASSENGERER LOADING ZONES AND HAVE THE CAPABILITY TO DISPLAY REAL-TIME MESSAGES CONTAINING STORY ABOVE OR BELOW SEPARATE -SEX TOILE? ROOMS. THE ACCESSIBLE ROUTE FROM ROUTE FROM ANY SEPARATE -SEX TOILET ROOM TO A FAMILY ,SITES ASSOCIATED COURTROOM IS NOT REQUIRED AT THE TIME OF INITIAL CONSTRUCTION, PROVIDED A RAMP, LIFT OR ELEVATOR COMPLYING WITH ICC A117.1 CAN BE ARE PROVIDED, ONE PASSENGER LOADING ZONE IN EVERY CONTINUOUS INFORMATION THAT IS THE SAME, OR SUBSTANTIALLY EQUIVALENT, TO INFORMATION THAT IS PROVIDED AUDIBLY, SIGNS SHALL DISPLAY TEXT THAT OR USE TOILET ROOM SHALL NOT EXCEED 500 FEET (152M). WITH THE ACTUAL PROCESSES OF CONSTRUCTION INCLUDING, BUT NOT LIMITED T0, INSTALLED WITHOUT REQUIRING RECONFIGURATION OR EXTENSION OF AC LINEAR FEET (30.4 M) MAXIMUM OFLOADING ZONE SPACE SHALL BE ACCESSIBLE. IS EQUIVALENT TO AUDIBLE ANNOUNCEMENTS. 1109.2.1.5 PROHIBITED LOCATION. IN PASSENGER TRANSPORTATION FACILITIES SCAFFOLDING BRIDGING, MATERIAL HOISTS, MATERIAL STORAGE OR THE COURTROOM OR EXTENSION OF THE ELECTRICAL SYSTEM. 1106.7.2 MEDICAL FACILITIES. A PASSENGER LOADING ZONE SHALL 8E PROVIDED 1108.2.8 PERFORMANCE AREAS. AN ACCESSIBLE ROUTE SHALL DIRECTLY AND AIRPORTS, THE ACCESSIBLE ROUTE FROM SEPARATE -SEX TOILET CONSTRUCTION 1104.5 LOCATION. ACCESSIBLE ROUTES SHALL COINCIDE WITH OR BE LOCATED AT AN ACCESSIBLE ENTRANCE TO LICENSED MEDICAL AND LONG-TERM CONNECT THE PERFORMANCE AREA TO THE ASSEMBLY SEATING AREA ROOMS TO A FAMILY OR ASSISTED -USE TOILET ROOM SHALL NOT PASS TRAILERS ARE NOT REQUIRED TO BE ACCESSIBLE IN THE SAME AREA AS A GENERAL CIRCULATION PATH. WHERE THE CIRCULATIONPATH IS INTERIOR, THE ACCESSIBLE ROUTE SHALL ALSO BE CARE FACILITIES WHERE PEOPLE RECEIVE PHYSICAL OR MEDICAL TREATMENT WHERE A CIRCULATION PATH DIRECTLY CONNECTS A PERFORMANCE AREA THROUGH SECURITY CHECKPOINTS. 1103.2.7 RAISED AREAS. RAISED AREAS USED PRIMARILY FOR PURPOSES OF 2009 INTERNATIONAL BUILDING CODE® ACCESSIBILITY INTERIOR. WHERE OR CARE AND WHERE THE PERIOD OF STAY EXCEEDS 24 HOURS. TO AN ASSEMBLY SEATING AREA. AN ACCESSIBLE ROUTE SHALL BE 1109.2.1.6 CLEAR FLOOR SPACE. WHERE DOORS SWING INTO A FAMILY OR SECURITY, LIFE ONLY ONE ACCESSIBLE ROUTE IS PROVIDED, THE ACCESSIBLE ROUTESHALL 1106.7.3 VALET PARKING. A PASSENGER LOADING ZONE SHALL BE PROVIDED AT PROVIDED FROM PERFORMANCE AREAS TO ANCILLARY AREAS OR FACILITIES ASSISTED -USE TOILET OR BATHING ROOM, A CLEAR FLOOR SPACE NOT LESS SAFETY OR FIRE SAFETY INCLUDING, BUT NOT LIMITED TO, OBSERVATION NOT PASS THROUGH KITCHENS, STORAGE ROOMS, VALET PARKING SERVICES. USED BY PERFORMERS. THAN 30 INCHES BY 48 INCHES (762 MM BY 1219 MM) SHALL BE PROVIDED, GALLERIES, RESTROOMS, CLOSETS OR SIMILAR SPACES. 1106.7.4 MECHANICAL ACCESS PARKING GARAGES. M H - E EC ANI 1 CAL ACCESS 1108.2.9 DINING AREAS. IN DINING AREAS, THE TOTAL FLOOR AREA ALLOTTED I WITHIN THE ROOM, BEYOND THE AREA OF THE DOOR SWING. PRISON GUARD TOWERS, FIRE TOWERS OR LIFE GUARDS TOWERS, ARE NOT EXCEPTIONS: PARKING GARAGES SHALL PROVIDE AT LEAST ONE PASSENGER LOADING FOR SEATING AND TABLES SHALL BE ACCESSIBLE. 1109.2.1.7 PRIVACY. DOORS TO FAMILY OR ASSISTED -USE TOILET AND BATHING REQUIRED 1. ACCESSIBLE ROUTES FROM PARKING GARAGES CONTAINED WITHIN AND ZONE AT VEHICLE DROP-OFF AND VEHICLE PICK-UP AREAS. EXCEPTIONS: ROOMS SHALL BE SECURABLE FROM WITHIN THE ROOM. TO BE ACCESSIBLE OR TO BE SERVED BY AN ACCESSIBLE ROUTE. 1103.2.8 LIMITED ACCESS SPACES, NON OCCUPIABLE SPACES ACCESSED ONLY SERVING TYPE B UNITS ARE NOT REQUIRED TO BE INTERIOR. SECTION 1108 SPECIAL OCCUPANCIES 1108.1 GENERAL. IN ADDITION TO THE OTHER REQUIREMENTS OF THIS CHAPTER, 1. IN BUILDINGS OR FACILITIES NOT REQUIRED TO PROVIDE AN ACCESSIBLE 1109.2.2 WATER CLOSET COMPARTMENT. WHERE WATER CLOSET COMPARTMENTS BY LADDERS, 2. A SINGLE ACCESSIBLE ROUTE IS PERMITTED TO PASS THROUGH A KITCHEN THE REQUIREMENTS OF SECTIONS 1108.2 THROUGH 1108.4 SHALL APPLY TO ROUTE BETWEEN LEVELS, AN ACCESSIBLE ROUTE TO A MEZZANINE ARE PROVIDED IN A TOILET ROOM OR BATHING ROOM, AT LEAST ONE CATWALKS, CRAWL SPACES, FREIGHT ELEVATORS, OR VERY NARROW OR STORAGE ROOM IN AN ACCESSIBLE UNIT, TYPE A UNIT OR TYPE B SPECIFIC OCCUPANCIES. SEATING AREA IS NOT REQUIRED, PROVIDED THAT THE MEZZANINE WHEELCHAIR -ACCESSIBLE COMPARTMENT SHALL BE PROVIDED. WHERE PASSAGEWAYS ARE UNIT. 1108.2 ASSEMBLY AREA SEATING. ASSEMBLY AREAS WITH FIXED SEATING SHALL CONTAINS LESS THAN 25 PERCENT OF THE TOTAL AREA AND THE SAME THE COMBINED TOTAL WATER CLOSET COMPARTMENTS AND URINALS NOT REQUIRED TO BE ACCESSIBLE. 1104.6 SECURITY BARRIERS. SECURITY BARRIERS INCLUDING, BUT NOT LIMITED COMPLY WITH SECTIONS 1108.2.1 THROUGH 1108.2.8. DINING AREAS SHALL SERVICES ARE PROVIDED IN THE ACCESSIBLE AREA. PROVIDED IN A TOILET ROOM OR BATHING ROOM IS SIX OR MORE, AT 1103.2.9 EQUIPMENT SPACES. SPACES FREQUENTED ONLY BY PERSONNEL FOR TO, SECURITY BOLLARDS AND SECURITY CHECK POINTS SHALL NOT OBSTRUCT A REQUIRED ACCESSIBLE ROUTE OR ACCESSIBLE MEANS OF COMPLY WITH SECTION 1108.2.9. IN ADDITION, LAWN SEATING SHALL COMPLY 2. IN SPORTS FACILITIES, TIERED DINING AREAS PROVIDING SEATING REQUIRED LEAST ONE AMBULATORY -ACCESSIBLE WATER CLOSET COMPARTMENT A SHALL BE PROVIDED IN ADDITION THE WHEELCHAIR -ACCESSIBLE MAINTENANCE, REPAIR OR MONITORING OF EQUIPMENT ARE NOT REQUIRED TO EGRESS. WITH SECTION 1108.2.6. TO BE ACCESSIBLE SHALL BE REQUIRED TO HAVE ACCESSIBLE ROUTES COMPARTMENT. WHEELCHAIR- ACCESSIBLE AND BE ACCESSIBLE, SUCH SPACES INCLUDE, BUT ARE NOT LIMITED T0, ELEVATOR EXCEPTION: WHERE SECURITY BARRIERS INCORPORATE ELEMENTS THAT 1108.2.1 SERVICES. IF A SERVICE OR FACILITY IS PROVIDED IN AN AREA THAT SERVING AT LEAST 25 PERCENT OF THE DINING AREA, PROVIDED THAT AMBULATORY -ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH ICC PITS, ELEVATOR PENTHOUSES, MECHANICAL , ELECTRICAL OR COMMUNICATIONS CANNOT COMPLY WITH THESE REQUIREMENTS, SUCH AS CERTAIN METAL IS NOT ACCESSIBLE, THE SAME SERVICE OR FACILITY SHALL BE ACCESSIBLE ROUTES SERVE ACCESSIBLE SEATING AND WHERE EACH TIER IS AL17.1. EQUIPMENT ROOMS, PIPING OR EQIPMENT CATWALKS WATER OR DETECTORS, FLUOROSCOPES OR OTHER SIMILAR DEVICES, THE ACCESSIBLE PROVIDED ON AN ACCESSIBLE LEVEL AND SMALL BE ACCESSIBLE. PROVIDED WITH THE SAME SERVICES. SEWAGE TREATMENT PUMP ROOMS AND STATIONS, ELECTRIC SUBSTATIONS AND ROUTE HALL BE PERMITTED TO BE PROVIDED ADJACENT TO SECURITY S i108.2.2 WHEELCHAIR SPACES. ES IN THEATERS, BLEACHERS, GRANDSTANDS,. 1108.2.9.1 DINING SURFACES. WHERE RE DINING SURFACES FOR THE CONSUMPTION LAVATORIES. W HERE LAVATORIES ARE PROVIDED, AT LEAST 5 PERCENT, TRANSFORMER VAULTS, AND HIGHWAY AND TUNNEL UTILITY FACILITIES. SCREENING DEVICES. THE ACCESSIBLE ROUTE SHALL PERMIT PERSONS WITH STADIUMS, ARENAS AND OTHER FIXED SEATING ASSEMBLY AREAS, ACCESSIBLE FOOD DRINK ARE PROVIDED, AT LEAST 5 PERCENT, BUT NOT LESS BUT N.3 BUT NOT LESS THAN ONE, SHALL BE ACCESSIBLE. WHERE THE TOTAL 1103.2.10 SINGLE -OCCUPANT STRUCTURES. SINGLE -OCCUPANT STRUCTURES DISABILITIES PASSING AROUND SECURITY BARRIERS TO MAINTAIN VISUAL WHEELCHAIR SPACES COMPLYING WITH ICC A11 7.1 SHALL BE THAN THAN ONE, OF THE DINING SURFACES FOR THE SEATING AND STANDING LAVATORIES PROVIDED IN A TOILET" ROOM OR BATHING FACILITY IS SIX OR ACCESSED ONLY BY PASSAGEWAYS BELOW GRADE OR ELEVATED ABOVE CONTACT WITH THEIR PERSONAL ITEMS TO THE SAME EXTENT PROVIDED OTHERS PROVIDED IN ACCORDANCE WITH SECTIONS 1108.2.2.1 THROUGH 1108:2.2.4. , SPACES SHALL ACCESSIBLE AND BE DISTRIBUTED THROUGHOUT THE FACILITY MORE, AT LEAST ONE LAVATORY WITH ENHANCED REACH RANGES IN GRADE INCLUDING, BUT NOT LIMITED T0, TOLL BOOTHS THAT ARE PASSING THROUGH THE SECURITY BARRIER. 1108.2.2.1 GENERAL SEATING. WHEELCHAIR SPACES SHALL BE PROVIDED IN N AND LOCATED ON A LEVEL ACCESSED BY AN ACCESSIBLE ROUTE. ACCORDANCE WITH ICC AL17.1, SHALL BE PROVIDED. ACCESSED ONLY BY UNDERGROUND TUNNELS, ARE NOT REQUIRED TO BE ACCESSIBLE. SECTION 1105 ACCORDANCE WITH TABLE 1108.2.2.1. 2.1. 1108.2.2.2 LUXURY BOXES CLUB BOXES AND SUITES. N S I ES I EACH LUXURY BOX, 1108.3 SELF-SERVICE STORAGE FACILITIES. SELF-SERVICE STORAGE FACILITIES 1E09.3 SINKS. WHERE SINKS ARE PROVIDED, AT LEAST 5 PERCENT BUT NOT 1103.2.11 RESIDENTIAL GROUP R-L. BUILDINGS OF GROUP R-1 CONTAINING ACCESSIBLE ENTRANCES CLUB BOXAND SUITE WITHIN ARENASSTADIUMS AND GRANDSTANDS , , , SHALL PROVIDE ACCESSIBLE INDIVIDUAL SELF -STORAGE SPACES IN LESS THAN ONE PROVIDED IN ACCESSIBLE SPACES SHALL COMPLY WITH ICC AL17.1. NOT MORE THAN FIVE SLEEPING UNITS FOR RENT OR HIRE THAT ARE ALSO 1105.1 PUBLIC ENTRANCES. IN ADDITION TO ACCESSIBLE ENTRANCES REQUIRED WHEELCHAIR SPACES SHALL BE PROVIDED IN ACCORDANCE WITH TABLE ACCORDANCE WITH TABLE 1108.3. OCCUPIED AS THE RESIDENCE OF THE PROPRIETOR ARE NOT gY SECTIONS 1105.1.1 THROUGH 1105.1.6, AT LEAST 60 PERCENT OF ALL 1108.2.2.1. EXCEPTION: REQUIRED TO BE ACCESSIBLE. SHALL BE ACCESSIBLE PUBLIC ENTRANCES . 1108.2.2.3 OTHER BOXES. IN BOXES OTHER THAN THOSE REQUIRED TO COMPLY MOP OR SERVICE SINKS ARE NOT REQUIRED TO BE ACCESSIBLE. 1103.2.12 DAY CARE FACILITIES. WHERE A DAY CARE FACILITY (GROUPS A-3, E, EXCEPTIONS: 1. AN ACCESSIBLE ENTRANCE IS NOT REQUIRED TO AREAS NOT REQUIRED TO WITH SECTION 1108.2.2.2, THE TOTAL NUMBER OF WHEELCHAIR TABLE 1108.2.7.1 1109.4 KITCHENS AND KITCHENETTES. WHERE KITCHENS AND KITCHENETTES ARE 1-4 AND R-3 IS PART OF A DWELLING UNIT, ONLY THE PORTION OF ACCESSIBLE. SPACES PROVIDED SHALL BE DETERMINED IN ACCORDANCE WITH TABLE RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS PROVIDED IN ACCESSIBLE SPACES OR ROOMS, THEY SHALL BE ACCESSIBLE IN THE STRUCTURE UTILIZED FOR THE DAY CARE FACILITY IS REQUIRED TO BE 2. 2. LOADING AND SERVICE ENTRANCES THAT ARE NOT THE ONLY ENTRANCE TO 1108.2.2.1. WHEELCHAIR SPACES SHALL BE LOCATED IN NOT LESS THAN 20 ACCORDANCE WITH ICC AL17.1. ACCESSIBLE A TENANT SPACE. PERCENT OF ALL BOXES PROVIDED. CAPACITY OF SEATING MINIMUM REQUIRED MINIMUM NUMBER 1109.5 DRINKING FOUNTAINS. WHERE DRINKING FOUNTAINS ARE PROVIDED ON 1103.2.13 LIVE/WORK UNITS. IN LIVE/WORK UNITS CONSTRUCTED IN 1105.1.1 PARKING GARAGE ENTRANCES, WHERE PROVIDED, DIRECT ACCESS FOR TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES OF IN ASSEMBLY AREAS NUMBER OF RECEIVERS RECEIVERS TO BE AN EXTERIOR SITE, ON A FLOOR OR WITHIN A SECURED AREA, THE DRINKING ACCORDANCE WITH SECTION 419, THE PORTION OF THE UNIT UTILIZED PEDESTRIANS FROM PARKING STRUCTURES TO BUILDINGS OR FACILITY HEARING -AID COMPATIBLE FOUNTAINS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 1109.5.1 FOR NONRESIDENTIAL USE IS REQUIRED TO BE ACCESSIBLE. THE ENTRANCES SHALL BE ACCESSIBLE. AND 1109.5.2, CAPACITY OF SEATING MINIMUM REQUIRED NUMBER OF 51 TO 200 2, PLUS 1 PER 25 SEATS 2 RESIDENTIAL PORTION OF THE LIVE/WORK UNIT IS REQUIRED TO BE EVALUATED 1105.1.2 ENTRANCES FROM TUNNELS OR ELEVATED WALKWAYS. WHERE DIRECT 1109.5.1 MINIMUM NUMBER. NO FEWER THAN TWO DRINKING FOUNTAINS SHALL SEPARATELY IN ACCORDANCE WITH SECTIONS 1107.6.2 AND 1107.7. ACCESS IS PROVIDED FOR PEDESTRIANS FROM A PEDESTRIAN TUNNEL OR IN ASSEMBLY AREAS WHEELCHAIR SPACES OVER 50 SEATS* BE PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLY WITH THE 1103.2.14 DETENTION AND CORRECTIONAL FACILITIES. IN DETENTION AND ELEVATED WALKWAY TO A BUILDING OR FACILITY, AT LEAST ONE ENTRANCE REQUIREMENTS FOR PEOPLE WHO USE A WHEELCHAIR AND ONE DRINKING 201 00 2, PLUS 1 ER 25 SEATS OVER 50 SEATS* 1 P 4 RECEIVERS* CORRECTIONAL FACILITIES, COMMON USE AREAS THAT ARE USED ONLY BY TO THE BUILDING OR FACILITY FROM EACH TUNNEL OR WALKWAY SHALL BE FOUNTAIN SHALL COMPLY WITH THE REQUIREMENTS FOR 4 TO 2 5 1501 TO 1,000 20, PLUS 1 PER 33 SEATS INMATES OR DETAINEES AND SECURITY PERSONNEL, AND THAT DO NOT SERVE ACCESSIBLE. STANDING PERSONS. 26 TO 50 2 HOLDING CELLS OR HOUSING CELLS REQUIRED TO BE ACCESSIBLE, ARE 1105.1.3 RESTRICTED ENTRANCES. WHERE RESTRICTED ENTRANCES ARE OVER 50Q SEATS* 1 PER 4 RECEIVERS* EXCEPTION: 51 TO 100 q 1,001 TO 2,000 35, PLUS 1 PER 50 SEATS NOT REQUIRED TO BE ACCESSIBLE OR TO BE SERVED BY AN PROVIDED TO A BUILDING OR FACILITY, AT LEAST ONE RESTRICTED ACCESSIBLE ROUTE. ENTRANCE TO THE BUILDING OR FACILITY SHALL BE ACCESSIBLE. OVER 1.000 SEATS* 1 PER 4 RECEIVERS* A SINGLE DRINKING FOUNTAIN THAT COMPLIES WITH THE REQUIREMENTS 101 TO 300 5 OVER 2,000 55, PLUS 1 PER 100 SEATS 1103.2.15 WALK-IN COOLERS AND FREEZERS. WALK-IN COOLERS AND 1105.1.4 ENTRANCES FOR INMATES OR DETAINEES. WHERE ENTRANCES USED FOR PEOPLE WHO USE A WHEELCHAIR AND STANDING PERSONS SHALL BE 301 TO 500 I 6 FREEZERS INTENDED FOR EMPLOYEE USE ONLY ARE NOT REQUIRED TO BE ONLY BY INMATES OR DETAINEES AND SECURITY PERSONNEL ARE OVER 2,000 SEATS* 1 PER 4 RECEIVERS* PERMITTED TO BE SUBSTITUTED FOR TWO SEPARATE DRINKING ACCESSIBLE. PROVIDED AT JUDICIAL FACILITIES, DETENTION FACILITIES OR CORRECTIONAL FOUNTAINS. 501 TO 5,000 6, PLUS 1 FOR EACH 150, OR SECTION 1104 FACILITIES, AT LEAST ONE SUCH ENTRANCE SHALL BE ACCESSIBLE. FRACTION THEREOF, BETWEEN 501 NOTE: * = OR FRACTION THEREOF 1109.5.2 MORE THAN THE MINIMUM NUMBER. WHERE MORE THAN THE MINIMUM ACCESSIBLE ROUTE 1105.1.5 SERVICE ENTRANCES. IF A SERVICE ENTRANCE IS THE ONLY ENTRANCE THROUGH 5,000 SECTION 1109 OTHER FEATURES AND FACILITIES NUMBER OF DRINKING FOUNTAINS SPECIFIED IN SECTION 1109.5.1 ARE 1104.1 SITE ARRIVAL POINTS. ACCESSIBLE ROUTES WITHIN THE SITE SHALL BE TO A BUILDING OR A TENANT SPACE IN A FACILITY, THAT ENTRANCE PROVIDED, 50 PERCENT OF THE TOTAL NUMBER OF DRINKING FOUNTAINS 5,001 AND OVER 36 PLUS 1 FOR EACH 2O0, OR PROVIDED FROM PUBLIC TRANSPORTATION STOPS; ACCESSIBLE SHALL BE ACCESSIBLE. FRACTION THEREOF, OVER 5,000 1109.1 GENERAL. ACCESSIBLE BUILDING FEATURES AND FACILITIES SHALL BE PROVIDED SHALL COMPLY WITH THE REQUIREMENTS FOR PERSONS PARKING; ACCESSIBLE PASSENGER LOADING ZONES; AND PUBLIC STREETS OR 1105.1.6 TENANT SPACES, DWELLING UNITS AND SLEEPING UNITS. AT LEAST PROVIDED IN ACCORDANCE WITH SECTIONS 1109.2 THROUGH 1109.14. WHO USE A WHEELCHAIR AND 50 PERCENT OF THE TOTAL NUMBER OF SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE SERVED. ONE ACCESSIBLE ENTRANCE SHALL BE PROVIDED TO EACH TENANT, DWELLING EXCEPTION: DRINKING FOUNTAINS PROVIDED SHALL COMPLY WITH THE EXCEPTION: OTHER THAN IN BUILDINGS OR FACILITIES CONTAINING OR UNIT AND SLEEPING UNIT IN A FACILITY. 1108.2.2.4 TEAM OR PLAYER SEATING. AT LEAST ONE WHEELCHAIR SPACE TYPE A UNITS AND TYPE B UNITS SHALL COMPLY WITH ICC A117.1. REQUIREMENTS FOR STANDING PERSONS. SERVING TYPE B UNITS, AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED EXCEPTIONS: SHALL BE PROVIDED IN TEAM OR PLAYER SEATING AREAS SERVING EXCEPTION: BETWEEN SITE ARRIVAL POINTS AND THE BUILDING OR FACILITY ENTRANCE 1. AN ACCESSIBLE ENTRANCE IS NOT REQUIRED TO TENANTS THAT ARE NOT AREAS OF SPORT ACTIVITY. 1109.2 TOILET AND BATHING FACILITIES. EACH TOILET ROOM AND BATHING ROOM IF THE ONLY MEANS OF ACCESS BETWEEN THEM IS A VEHICULAR WAY NOT REQUIRED TO BE ACCESSIBLE. SHALL BE ACCESSIBLE. WHERE A FLOOR LEVEL IS NOT REQUIRED TO BE WHERE 50 PERCENT OF THE DRINKING FOUNTAINS YIELDS A FRACTION, 50 PROVIDING FOR PEDESTRIAN ACCESS. 2. AN ACCESSIBLE ENTRANCE IS NOT REQUIRED TO DWELLING UNITS AND EXCEPTION: CONNECTED BY AN ACCESSIBLE ROUTE, THE ONLY TOILET ROOMS OR PERCENT SHALL BE PERMITTED TO BE ROUNDED UP OR DOWN, PROVIDED THAT 1104.2 WITHIN A SITE. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT SLEEPING UNITS THAT ARE NOT REQUIRED TO BE ACCESSIBLE UNITS, TYPE WHEELCHAIR SPACES SHALL NOT BE REQUIRED IN TEAM OR PLAYER BATHING ROOMS PROVIDED WITHIN THE FACILITY SHALL NOT BE LOCATED ON THE TOTAL NUMBER OF DRINKING FOUNTAINS COMPLYING WITH THIS ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS A UNITS OR TYPE B UNITS. SEATING AREAS SERVING BOWLING LANES THAT ARE NOT REQUIRED TO BE THE INACCESSIBLE FLOOR. AT LEAST ONE OF EACH TYPE OF FIXTURE, ELEMENT, SECTION EQUALS 100 PERCENT OF THE DRINKING FOUNTAINS . AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. SECTION 1106 LOCATED ON AN ACCESSIBLE ROUTE IN ACCORDANCE WITH SECTION CONTROL OR DISPENSER IN EACH ACCESSIBLE TOILET ROOM AND 1109.6 ELEVATORS. PASSENGER ELEVATORS ON AN ACCESSIBLE ROUTE SHALL EXCEPTION: AN ACCESSIBLE ROUTE IS NOT REQUIRED BETWEEN PARKING AND PASSENGER LOADING FACILITIES 1109.14.4.1. BATHING ROOM SHALL BE ACCESSIBLE, BE ACCESSIBLE AND COMPLY WITH SECTION 3001 .3. FACILITIES, ACCESSIBLE ELEMENTS AND ACCESSIBLE BUILDINGS ACCESSIBLE FA I I IS PROVIDED ACCESSI 1i06.1 REQUIRED. WHERE PARKING BLEPARKING SPACES Q 1108.2.3 COMPANION SEATS. AT LEAST ONE COMPANIONS T W EA COMPLYING WITH EXCEPTIONS: 1109.7 LIFTS. PLATFORM WHEELCHAIR LIFTS ARE PERMITTED 0 ( T BE A PART HAVE, T ONLY MEANS OF ACCESS BETWEEN ACCESSIBLE SPACES THAT A E AS HE COMPLIANCE WITH TABLE 1106.1 EXCEPT AS SHALL BE PROVIDED INEP REQUIRED ICC A117.1 SHALL BE PROVIDED FOR EACH WHEELCHAIRS SPACE REQUIRED PA EQU RED 1. IN TOILET ROOMS OR BATHING ROOMS ACCESSED ONLY THROUGH A OF A REQUIRED ACCESSIBLE ROUTE IN NEW CONSTRUCTION WHERE THEM, A VEHICULAR WAY NOT PROVIDING FOR PEDESTRIAN ACCESS. BY SECTIONS 1106.2 THROUGH 1106.4. WHERE MORE THAN ONE PARKING BY SECTIONS 1108.2.2.1 THROUGH 1108.2.2.3. PRIVATE OFFICE, NOT FOR COMMON OR PUBLIC USE AND INTENDED FOR INDICATED IN ITEMS 1 THROUGH 10. PLATFORM (WHEELCHAIR) LIFTS SHALL N I 1104.3 CONNECTED SPACES. WHEN A BUILDING OR PORTION OF A BUILD I G S FACILITY IS PROVIDED ON A SITE, THE NUMBER OF PARKING SPACES REQUIRED 1108.2.4 DISPERSION OF WHEELCHAIR SPACES IN MULTILEVEL ASSEMBLY USE BY A SINGLE OCCUPANT, ANY OF THE FOLLOWING ALTERNATIVES ARE BE INSTALLED IN ACCORDANCE WITH ASME A18.1. REQUIRED TO BE ACCESSIBLE, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO TO BE ACCESSIBLE SHALL BE CALCULATED SEPARATELY FOR EACH PARKING SEATING AREAS. IN MULTILEVEL ASSEMBLY SEATING AREAS, WHEELCHAIR SPACES ALLOWED: EACH PORTION OF THE BUILDING, TO ACCESSIBLE BUILDING ENTRANCES FACILITY. EXCEPTION: THIS SECTION DOES NOT APPLY TO PARKING SPACES SHALL BE PROVIDED ON THE MAIN FLOOR LEVEL AND ON ONE OF EACH TWO DOORS ARE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE, 1. AN ACCESSIBLE ROUTE TO A PERFORMING AREA AND SPEAKER PLATFORMS IN GROUP A OCCUPANCIES. CONNECTING ACCESSIBLE PEDESTRIAN WALKWAYS AND THE PUBLIC WAY. USED EXCLUSIVELY FOR BUSES, TRUCKS, OTHER DELIVERY VEHICLES, LAW ADDITIONAL FLOOR OR MEZZANINE LEVELS. WHEELCHAIR SPACES SHALL BE PROVIDED THE DOOR SWING CAN BE REVERSED TO MEET THE EXCEPTIONS: ENFORCEMENT VEHICLES OR VEHICULAR IMPOUND AND MOTOR POOLS WHERE PROVIDED IN EACH LUXURY BOX, CLUB BOX AND SUITE WITHIN ASSEMBLY REQUIREMENTS IN ICC AI171 AN ACCESSIBLE ROUTE TO WHEELCHAIR SPACES REQUIRED TO COMPLY 1. IN ASSEMBLY AREAS WITH FIXED SEATING, AN ACCESSIBLE ROUTE SHALL LOTS ACCESSED BY THE PUBLIC ARE PROVIDED WITH AN ACCESSIBLE FACILITIES. .; WITH THE WHEELCHAIR SPACE DISPERSION REQUIREMENTS OF NOT BE REQUIRED TO SERVE LEVELS WHERE WHEELCHAIR SPACES ARE NOT PASSENGER LOADING ZONE. 1A. THE HEIGHT REQUIREMENTS FOR THE WATER CLOSET IN ICC A117.1 ARE SECTIONS 1108.2.2 THROUGH 1108.2.6. PROVIDED. TABLE 1106.1 EXCEPTIONS: NOT APPLICABLE; 2. AN ACCESSIBLE ROUTE TO SPACES THAT ARE NOT OPEN TO THE GENERAL ACCESSIBLE PARKING SPACES 2. IN GROUP 1-2 FACILITIES, DOORS TO SLEEPING UNITS SHALL BE 1. IN MULTILEVEL ASSEMBLY SPACES UTILIZED FOR WORSHIP SERVICES GRAD BARS ARE NOT REQUIRED BE INSTALLED IN A TOILET ROOM, PUBLIC WITH AN OCCUPANT LOAD OF NOT MORE THAN FIVE. EXEMPTED FROM THE REQUIREMENTS FOR MANEUVERING CLEARANCE AT THE TOTAL PARKING REQUIRED MINIMUM NUMBER WHERE THE SECOND FLOOR OR MEZZANINE LEVEL CONTAINS 25 PR ME PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN THE WALLS 3. ROOM SIDE PROVIDED THE DOOR IS A MINIMUM OF 44 INCHES (1118 MM ) PERCENT OR LESS OF THE TOTAL SEATING CAPACITY, WHEELCHAIR SPACES AND LOCATED SO AS TO PERMIT THE INSTALLATION OF SUCH GRAB BARS; AND AN ACCESSIBLE ROUTE WITHIN A DWELLINGOR SLEEPING UNIT. 1 IN WIDTH. SHALL BE PERMITTED TO ALL BE LOCATED ON THE MAIN LEVEL. 1.4. THE REQUIREMENT FOR HEIGHT, KNEE AND TOE 4. AN ACCESSIBLE ROUTE TO WHEELCHAIR SEATING SPACES LOCATED IN 1104.3.1 EMPLOYEE WORK AREAS. COMMON USE CIRCULATION PATHS WITHIN 2. IN MULTILEVEL ASSEMBLY SEATING WHERE THE SECOND FLOOR OR CLEARANCE SHALL NOT APPLY TO A OUTDOOR DINING TERRACES IN GROUP A-5 OCCUPANCIES WHERE THE EMPLOYEE WORK AREAS SHALL BE ACCESSIBLE ROUTES. MEZZANINE LEVEL PROVIDES 25 PERCENT OR LESS OF THE TOTAL SEATING LAVATORY. MEANS OFE CRESS FROM THE DINING TERRACES TO A PUBLIC MLAI�EED EXCEPTIONS: CAPACITY AND 300 OR FEWER � OPEN TO THE OUTDOORS. CITY O. TUKWIL. 1. COMMON USE CIRCULATION PATHS, LOCATED WITHIN EMPLOYEE WORK AREAS THAT ARE LESS THAN 300 SQUARE FEET (27.9 M2) IN SIZE AND SEATSALL WHEELCHAIR SPACES SHALL BE PERMITTED TO BE LOCATED ON , 2. THIS SECTION IS NOT APPLICABLE TO TOILET AND BATHING ROOMS THAT SERVE DWELLING UNITS OR SLEEPING UNITS THAT ARE NOT REQUIRED N 2 1 2u THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF GORY WANG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SKILL CONSMUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR RENEW BEFORE PROCEEDING WITH THE FABRICATION. - ARCHITECT 0GARY WANG d& ASSOCIATES, INC. 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL (626) 288-6898 FAX: (626) 768-7101 http://www,garywang.com STAMP 12945 t,�\ tGC1STERED "•.,H ITECT 1-1 ! GARY H. WANG STATE OF WASHINGTGN ( PROJECT NAME/ADDRESS: 1374 SOUTHCENTER MALL, SPACE 374 & 368, LEVEL 1 TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL EV CO )EC PR City of . N,BUI JOB NUMBER ARCH PROJECT#: 17-060 DRAWN BY GC SHEET CONTENT ACCESSIBILITY NOTES SHEET NO Vth' M11T CENTER ACCESSIBILITY REQUIREMENTS 5. AN ACCESSIBLE ROUTE TO JURY BOXES AND WITNESS STANDS; RAISED COURTROOM STATIONS INCLUDING JUDGES' BENCHES, CLERKS' STATIONS, BAILIFFS' STATIONS, DEPUTY CLERKS' STATIONS AND COURT REPORTERS' STATIONS; AND TO DEPRESSED AREAS SUCH AS THE WELL OF THE COURT. 6. AN ACCESSIBLE ROUTE TO LOAD AND UNLOAD AREAS SERVING AMUSEMENT RIDES. 7. AN ACCESSIBLE ROUTE TO PLAY COMPONENTS OR SOFT CONTAINED PLA STRUCTURES. 8. AN ACCESSIBLE ROUTE TO TEAM OR PLAYER SEATING AREAS SERVING AREAS OF SPORT ACTIVITY. 9. AN ACCESSIBLE ROUTE WHERE EXISTING EXTERIOR SITE CONSTRAINTS MAKE USE OF A RAMP OR ELEVATOR INFEASIBLE. 1109.8 STORAGE. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS SUCH AS CABINETS SHELVES, MEDICINE CABINETS, CLOSETS AND DRAWERS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST ONE OF EACH TYPE SHALL CONTAIN STORAGE SPACE COMPLYING WITH ]CC AL17.1, 1109.8.1 LOCKERS. WHERE LOCKERS ARE PROVIDED IN ACCESSIBLE SPACES, AT LEAST FIVE PERCENT, BUT NOT LESS THAN ONE, OF EACH TYPE SHALL BE ACCESSIBLE. 1109.8.2 SHELVING AND DISPLAY UNITS. SELF-SERVICE SHELVES AND DISPLAY UNITS SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. SUCH SHELVING AND DISPLAY UNITS SHALL NOT BE REQUIRED TO COMPLY WITH REACH -RANGE PROVISIONS. 1109.8.3 COAT HOOKS AND SHELVES. WHERE COAT HOOKS AND SHELVES ARE PROVIDED IN TOILET ROOMS OR TOILET COMPARTMENTS OR IN DRESSING, FITTING OR LOCKER ROOMS, AT LEAST ONE OF EACH TYPE SHALL BE ACCESSIBLE AND SHALL BE PROVIDED IN ACCESSIBLE TOILET ROOMS WITHOUT TOILET COMPARTMENTS, ACCESSIBLE TOILET COMPARTMENTS AND ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS. 1109.9 DETECTABLE WARNINGS. PASSENGER TRANSIT PLATFORM EDGES BORDERING A DROP-OFF AND NOT PROTECTED BY PLATFORM SCREENS OR GUARDS SHALL HAVE A DETECTABLE WARNING. EXCEPTION: DETECTABLE WARNINGS ARE NOT REQUIRED AT BUS STOPS. 1109.10 SEATING AT TABLES, COUNTERS AND WORK SURFACES. WHERE SEATING OR STANDING SPACE AT FIXED OR BUILT-IN TABLES, COUNTERS OR WORK SURFACES IS PROVIDED IN ACCESSIBLE SPACES, AT LEAST 5 PERCENT OF THE SEATING AND STANDING SPACES, BUT NOT LESS THAN ONE, SHALL BE ACCESSIBLE. IN GROUP 1-3 OCCUPANCY VISITING AREAS AT LEAST 5 PERCENT, BUT NOT LESS THAN ONE, CUBICLE OR COUNTER SHALL BE ACCESSIBLE ON BOTH THE VISITOR AND DETAINEE SIDES. EXCEPTIONS: 1. CHECK -WRITING SURFACES AT CHECK-OUT AISLES NOT REQUIRED TO COMPLY WITH SECTION 1109.11.2 ARE NOT REQUIRED TO BE ACCESSIBLE. 2. IN GROUP 1-3 OCCUPANCIES, THE COUNTER OR CUBICLE ON THE DETAINEE SIDE IS NOT REQUIRED TO BE ACCESSIBLE AT NON CONTACT VISITING AREAS OR IN AREAS NOT SERVING ACCESSIBLE HOLDING CELLS OR SLEEPING UNITS. 1109.10.1 DISPERSION. ACCESSIBLE FIXED OR BUILT-IN SEATING AT TABLES, COUNTERS OR WORK SURFACES SHALL BE DISTRIBUTED THROUGHOUT THE SPACE OR FACILITY CONTAINING SUCH ELEMENTS AND LOCATED ON A LEVEL ACCESSED BY AN ACCESSIBLE ROUTE. 1109.11 SERVICE FACILITIES. SERVICE FACILITIES SHALL PROVIDE FOR ACCESSIBLE FEATURES IN ACCORDANCE WITH SECTIONS 1109.11.1 THROUGH 1109.11.5. 1109.11.1 DRESSING, FITTING AND LOCKER ROOMS. WHERE DRESSING ROOMS, FITTING ROOMS OR LOCKER ROOMS ARE PROVIDED, AT LEAST 5 PERCENT, BUT NOT LESS THAN ONE, OF EACH TYPE OF USE IN EACH CLUSTER PROVIDED SHALL BE ACCESSIBLE. 1109.11.2 CHECK-OUT AISLES. WHERE CHECK-OUT AISLES ARE PROVIDED, ACCESSIBLE CHECK-OUT AISLES SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 1109.11.2. WHERE CHECK-OUT AISLES SERVE DIFFERENT FUNCTIONS, AT LEAST ONE ACCESSIBLE CHECK-OUT AISLE SHALL BE PROVIDED FOR EACH FUNCTION. WHERE CHECK-OUT AISLES SERVE DIFFERENT FUNCTIONS, ACCESSIBLE CHECK-OUT AISLES SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 1109.11.2 FOR EACH FUNCTION. WHERE CHECK-OUT AISLES ARE DISPERSED THROUGHOUT THE BUILDING OR FACILITY, ACCESSIBLE CHECK-OUT AISLES SHALL ALSO BE DISPERSED. TRAFFIC CONTROL DEVICES, SECURITY DEVICES AND TURNSTILES LOCATED IN ACCESSIBLE CHECK-OUT AISLES OR LANES SHALL BE ACCESSIBLE. TABLE 1109.11.2 ACCESSIBLE CHECK-OUT AISLES ACCESSIBLE TOTAL CHECK-OUT AISLES OF CHECK-OUT AISLES OF EACH FUNCTION 1109.11.3 POINT OF SALE AND SERVICE COUNTERS. WHERE COUNTERS ARE PROVIDED FOR SALES OR DISTRIBUTION OF GOODS OR SERVICES, AT LEAST ONE OF EACH TYPE PROVIDED SHALL BE ACCESSIBLE. WHERE SUCH COUNTERS ARE DISPERSED THROUGHOUT THE BUILDING OR FACILITY, ACCESSIBLE COUNTERS SHALL ALSO BE DISPERSED. 1109.11.4 FOOD SERVICE LINES. FOOD SERVICE LINES SHALL BE ACCESSIBLE. WHERE SELF-SERVICE SHELVES ARE PROVIDED, AT LEAST 50 PERCENT, BUT NOT LESS THAN ONE, OF EACH TYPE PROVIDED SHALL BE ACCESSIBLE. 1109.11.5 QUEUE AND WAITING LINES. QUEUE AND WAITING LINES SERVICING ACCESSIBLE COUNTERS OR CHECK-OUT AISLES SHALL BE ACCESSIBLE. 1109.12 CONTROLS, OPERATING MECHANISMS AND HARDWARE. CONTROLS, OPERATING MECHANISMS AND HARDWARE INTENDED FOR OPERATION BY THE OCCUPANT, INCLUDING SWITCHES THAT CONTROL LIGHTING AND VENTILATION AND ELECTRICAL CONVENIENCE OUTLETS, IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES OR AS PARTS OF ACCESSIBLE ELEMENTS SHALL BE ACCESSIBLE. EXCEPTIONS: 1. OPERABLE PARTS THAT ARE INTENDED FOR USE ONLY BY SERVICE OR MAINTENANCE PERSONNEL SHALL NOT BE REQUIRED TO BE ACCESSIBLE. 2. ELECTRICAL OR COMMUNICATION RECEPTACLES SERVING A DEDICATED USE SHALL NOT BE REQUIRED TO BE ACCESSIBLE. 3. WHERE TWO OR MORE OUTLETS ARE PROVIDED IN A KITCHEN ABOVE A LENGTH OF COUNTER TOP THAT IS UNINTERRUPTED BY A SINK OR APPLIANCE, ONE OUTLET SHALL NOT BE REQUIRED TO BE ACCESSIBLE. 4. FLOOR ELECTRICAL RECEPTACLES SHALL NOT BE REQUIRED TO BE ACCESSIBLE. 5. HVAC DIFFUSERS SHALL NOT BE REQUIRED TO BE ACCESSIBLE. 6. EXCEPT FOR LIGHT SWITCHES, WHERE REDUNDANT CONTROLS ARE PROVIDED FOR A SINGLE ELEMENT, ONE CONTROL IN EACH SPACE SHALL NOT BE REQUIRED TO BE ACCESSIBLE. 7. ACCESS DOORS OR GATES IN BARRIER WALLS AND FENCES PROTECTING POOLS, SPAS AND HOT TUBS SHALL BE PERMITTED TO HAVE OPERABLE PARTS OF THE RELEASE OF LATCH ON SELF -LATCHING DEVICES AT 54 INCHES (1370 MM) MAXIMUM AND 48 INCHES MINIMUM ABOVE THE FINISHED FLOOR OR GROUND, PROVIDED THE SELF -LATCHING DEVICES ARE NOT ALSO SELF-LOCKING DEVICES, OPERATED BY MEANS OF A KEY, ELECTRONIC OPENER, OR INTEGRAL COMBINATION LOCK. 1109.12.1 OPERABLE WINDOW. WHERE OPERABLE WINDOWS ARE PROVIDED IN ROOMS THAT ARE REQUIRED TO BE ACCESSIBLE IN ACCORDANCE WITH 1107.6.2.1.1 , 1107.6.2.2.1 AND 1107.7.6.4.1, AT LEAST ONE WINDOW IN EACH ROOM SHALL BE ACCESSIBLE AND EACH REQUIRED OPERABLE WINDOW SHALL BE ACCESSIBLE. EXCEPTION: ACCESSIBLE WINDOWS ARE NOT REQUIRED IN BATHROOMS AND KITCHENS. 1109.13 FUEL -DISPENSING SYSTEMS. FUEL -DISPENSING SYSTEMS SHALL COMPLY WITH ICC AI17.1, 1109.14 RECREATIONAL AND SPORTS FACILITIES. RECREATIONAL AND SPORTS FACILITIES SHALL BE PROVIDED WITH ACCESSIBLE FEATURES IN ACCORDANCE WITH SECTIONS 1109.14.1 THROUGH 1109.14.4. 1109.14.1 FACILITIES SERVING A SINGLE BUILDING. IN GROUP R-2 AND R-3 OCCUPANCIES WHERE RECREATIONAL FACILITIES ARE PROVIDED SERVING A SINGLE BUILDING CONTAINING TYPE A UNITS OR TYPE B UNITS, 25 PERCENT, BUT NOT LESS THAN ONE, OF EACH TYPE OF RECREATIONAL FACILITY SHALL BE ACCESSIBLE. EVERY RECREATIONAL FACILITY OF EACH TYPE ON A SITE SHALL BE CONSIDERED TO DETERMINE THE TOTAL NUMBER OF EACH TYPE THAT IS REQUIRED TO BE ACCESSIBLE. 1109.14.2 FACILITIES SERVING MULTIPLE BUILDINGS. IN GROUP R-2 AND R-3 OCCUPANCIES ON A SINGLE SITE WHERE MULTIPLE BUILDINGS CONTAINING TYPE A UNITS OR TYPE B UNITS ARE SERVED BY RECREATIONAL FACILITIES, 25 PERCENT, BUT NOT LESS THAN ONE, OF EACH TYPE OF RECREATIONAL FACILITY SERVING EACH BUILDING SHALL BE ACCESSIBLE. THE TOTAL NUMBER OF EACH TYPE OF RECREATIONAL FACILITY THAT IS REQUIRED TO BE ACCESSIBLE SHALL BE DETERMINED BY CONSIDERING EVERY RECREATIONAL FACILITY OF EACH TYPE SERVING EACH BUILDING ON THE SITE. 1109.14.3 OTHER OCCUPANCIES. ALL RECREATIONAL AND SPORTS FACILITIES NOT FALLING WITHIN THE PURVIEW OF SECTION 1109.14.1 OR 1109.14.2 SHALL BE ACCESSIBLE 1109.14.4 RECREATIONAL AND SPORTS FACILITIES EXCEPTIONS. RECREATIONAL AND SPORTS FACILITIES REQUIRED TO BE ACCESSIBLE SHALL BE EXEMPT FROM THIS CHAPTER TO THE EXTENT SPECIFIED IN THIS SECTION. 1109.14.4.1 BOWLING LANES, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO AT LEAST 5 PERCENT, BUT NO LESS THAN ONE, OF EACH TYPE OF BOWLING LANE. 1109.14.4.2 COURT SPORTS. IN COURT SPORTS, AT LEAST ONE ACCESSIBLE ROUTE SHALL DIRECTLY CONNECT BOTH SIDES OF THE COURT. 1109.14.4.3 RAISED BOXING OR WRESTLING RINGS. RAISED BOXING OR WRESTLING RINGS ARE NOT REQUIRED TO BE ACCESSIBLE, 1109.14.4.4 RAISED REFEREEING, JUDGING AND SCORING AREAS. RAISED STRUCTURES USED SOLELY FOR REFEREEING, JUDGING OR SCORING A SPORT ARE NOT REQUIRED TO BE ACCESSIBLE. 1109.14.4.5 RAISED DIVING BOARDS AND DIVING PLATFORMS. RAISED DIVING BOARDS AND DIVING PLATFORMS ARE NOT REQUIRED TO BE ACCESSIBLE. SECTION 1110 SIGNAGE 1110.1 SIGNS. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS: 1. ACCESSIBLE PARKING SPACES REQUIRED BY SECTION 1106.1 EXCEPT WHERE THE TOTAL NUMBER OF PARKING SPACES PROVIDED IS FOUR OR LESS. 2. ACCESSIBLE PASSENGER LOADING ZONES. 3. ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE -USER TOILET OR BATHING ROOMS ARE CLUSTERED AT A SINGLE LOCATION. 4. ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE. 5. ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE ABOVE THE CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE NUMBER OR TYPE OF CHECK-OUT IDENTIFICATION. 6. UNISEX TOILET AND BATHING ROOMS. 7. ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE ACCESSIBLE. 8. ACCESSIBLE AREAS OFREFUGE IN ACCORDANCE WITH SECTION 1 1007.9. 9. EXTERIOR AREAS FOR ASSISTED RESCUE IN ACCORDANCE WITH SECTION 1007.9. 1110.2 DIRECTIONAL SIGNAGE. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS. THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY: 1. INACCESSIBLE BUILDING ENTRANCES. 2. INACCESSIBLE PUBLIC TOILETS AND BATHING FACILITIES. 3. ELEVATORS NOT SERVING AN ACCESSIBLE ROUTE. 4. AT EACH SEPARATE -SEX TOILET AND BATHING ROOM INDICATING THE LOCATION OF THE NEAREST FAMILY OR ASSISTED -USE TOILET OR BATHING ROOM WHERE PROVIDED IN ACCORDANCE WITH SECTION 1109.2.1. 5. AT EXITS AND EXIT STAIRWAYS SERVING A REQUIRED ACCESSIBLE SPACE, BUT NOT PROVIDING AN APPROVED ACCESSIBLE MEANS OFEGRESS, SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1007.10. 1110.3 OTHER SIGNS, SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL BE PROVIDED AS SHOWN: 1. EACH ASSEMBLY AREA REQUIRED TO COMPLY WITH SECTION 1108.2.7 SHALL PROVIDE A SIGN NOTIFYING PATRONS OF THE AVAILABILITY OF ASSISTIVE LISTENING SYSTEMS. EXCEPTION: WHERE TICKET OFFICES OR WINDOWS ARE PROVIDED, SIGNS ARE NOT REQUIRED AT EACH ASSEMBLY AREA PROVIDED THAT SIGNS ARE DISPLAYED AT EACH TICKET OFFICE OR WINDOW INFORMING PATRONS OF THE AVAILABILITY OF ASSISTIVE LISTENING SYSTEMS. 2. AT EACH DOOR TO AN AREA OFREFUGE, AN EXTERIOR AREA FOR ASSISTED RESCUE, AN EGRESS STAIRWAY, EXIT PASSAGE WAY AND EXIT DISCHARGE, SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1011.3. 3. AT AREAS OF REFUGE, SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1007.11. 4. AT EXTERIOR AREAS FOR ASSISTED RESCUE, SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1007.11. 5. AT TWO-WAY COMMUNICATION SYSTEMS, SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1007.8.2. 6. WITHIN EXIT ENCLOSURES, SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1022.8. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 23 2019 City of Tukwila BUILDING DIVISION P,ECEINJED CITY OF Ti.tKWILA, 21 J't''J PERq,JIT CENTER THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF GORY WANG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHAL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR All DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION, I ARCHITECT I GARY WANG &ASSOCIATES, INC. e 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL:(626)288-6898 FAX:(626)768-7101 http://www.garywang.com STAMP � 12945 �� \`y/ EGISTERED ARCHITECT �-AH ST I F "1117, a_ - 71,40 TUKWILA 1374 SOUTHCENTER MALL, SPACE 374 & 368, LEVEL 1 TUKWILA, WA 98188 REVISIONS / ISSUE DATE 1 020719 BID ISSUE 2 622519 BID ISSUE -E 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL JOB NUMBER ARCH PROJECT #: 17-060 DRAWN BY GC SHEET CONTENT ACCESSIBILITY NOTES SHEET NO I— - - - - - - - - - - —1 2" MIN. TY . O O TACTILE EXIT ROUTE SIGN EXIT ROUTE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17' MIN. ZERO CURB CURB RAMP WHERE CURB OCCURS, SEE DET. 3/G-111 70 SQ. INCH ACCESSIBILITY SIGN ��`� STRIPES AT 36" O.0 I I WOMEN MEN RESTROOMS 0 0 0 0 O 0 0 0 TACTILE EXIT SIGN EXIT 0 0 0 0 0 1" HIGH WHEEL STOP, TYP. /f I f i �\ iI I UNAUTHORIZED VEHICLES PARKEDµ IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING = z I I ` 1 ` ` 18" MIN. I 24" MIN. I (� EXTERIOR ro I I _ _ _ — — — — — — J x 12" 12" 12" SYMBOL DESCRI__P�TIQp� ON DOORIhAYS LEADING TO MEN'S SANITARY FACILITIES, AN EQUILATERAL TRIANGLE 1/4 INCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD AND AT THE UNISEX RESTROOMSIS PRORCLE VIDED ED/4 INCH THICK AND A COMBINED CIRCLEI2 INCHES IN AND TRIANGLE DIAMETER, SHALLHBEEUSED AS SHOWN ABOVE. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60 INCHES FROM THE FINISH FLOOR AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE WAIL ALSO ON THE WALL ADJACENT TO STRIKE SIDE OF DOOR, MOUNT A GRADE 2 BRAILIF SIGN WITH LETTERING/BRAILLE SYMBOLS RAISED 1/32", 5/8" - 2" HIGH AT HEIGHT OF 60 INCHES. ® ® ®® ®� i. RAISED CHARACTERS sHau COMPLY WITH CITY ORDINANCE RAISED CHARACTERS AND SHALLBE DUPLICATED IN BRAILLE COMPLYING WITH CITY ORDINANCE BRAILLE. RAISED CHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH CITY ORDINANCE. INSTALLATION HEIGHT AND LOCATION. A RAISED CHARACTERS SHALL BE 1/32 INCH MINIMUM A80VE THEIR BACKGROJND. B. CHARACTERS SHALL BE UPPERCASE. C. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. D. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "o" I5 55 60 PERCENT MINIMUM AND 770 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER z [V N DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUE FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNERS EXPENSE. TOWEDVEHICLESMAYBE RECLAIMED AT AUTHORISED POLICE DEPARTMENT, TOWING AGENCY, OR BY TELEPHONING -, LETTERING, TYP. M VAN CAR j 20 �N-N Ll FIG. 11 B-404.2.4.1 TOILET DOOR SYMBOLS ---1� SCALE: NTS E. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/13 INCH MINIMUM AND 2 INCHES MAXIMUM BASED ON THE HFJGM OF THE UPPERCASE LETTER "I". F. STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. G. CHARACTER SPACING SHAH BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. WHERE CHARACTERS HAVE RECTANGULAR CROSS SECTIONS, SPACING BETWEEN INDMDUAL RAISED CHARACTERS SHALL BE i 1/8 INCH MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. WHERE CHARACTERS HAVE OTHER CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE O 1/16 INCH MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE BASE OF THE CROSS SECTIONS, AND 1/8 INCH MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENT'S 3/8 INCH MINIMUM. H. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE RAISED CHARACTER HEIGHT. L TEXT SHALL BE IN A HORIZONTAL FORMAT. 2. BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH CITY ORDINANCE. INSTALLATION HEIGHT AND LOCATION. O PAR LNG 12'-0" 9'-0. F7 1. MIN ` MIN PAVEMENT SYMBOL PER FIGURE WITHIN THE LOADING AND UNLOADING ACCESS AISLE 5'-0" MIN. AT ACCESSIBLE PAINT THE WORDS "NO PARKING STALL AND 8'-0" PARKING" IN 12" NIGH MIN. AT VAN ACCESSIBLE LETTERS MIN. PARKING STALL NOTE: SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL BE THE CLEAR DOOR WIDTH AND DEPTH - 14" MIN. -- i I REQUIRED i CLEAR SPACE v ACCESSIBLE PARKING TOW -AWAY SIGN (�1 SCALE: NTS 1 ( SCALE: NTS `� 1 I 30" I ! I i I I \ l i 1 1 ` 0.9000 BASE DIAMETER 0.4500 TOP DIAMETER A A A BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY CITY ORDINANCE, THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST MINIMUM POSSIBLE AND SHALL NOT EXCEED ONE UNIT VERTICAL TO 50 UNITS HORIZONTAL (2% SLOPE) IN ANY DIRECTION ro 1 1 ;z_ I 10" 30" 'n - g —30^ _ _ PLAN FRONT VIEW SIDE VIEW WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS. B. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI -LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE :TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH MINIMUM AND 1/2 INCH MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. 3. SIGNS WITH TACTILE CHARACTERS SHALL COMPLY WITH CITY ORDINANCE. INSTALLATION HEIGHT AND LOCATION. 2.3500 (a) TRUNCATED DOME SPACING ACCESSIBLE PARKING SCALE: NTS FOR REFERENCE ONLY / /f 12" MIN. BORDER BUILDING OR GROOVES @ 3/4" STRUCTURE' O.C. o z TOP OF RAMP - - MAX. 1Y-- CLEAR FLOOR SPACE MAX. (a) UNOBSTRUCTED PARALLEL APPROACH SIDE REACH 30" 30" �i� 1 1 >10' - 24" (b) ', (C) OBSTRUCTED SIDE REACH 1 2 3 J, y` '' INSULATED DRAIN & 8" z HOT WATER PIPES '� z g MIN. INSULAT PIPING 6"MAX. FIN. FLOOR rn 30"x48" CL AREA 17"MIN• 11 2" O.D.x36" GRAB BAR 1-1/2" O.D.x42" GRAB BAR PROVIDE BLK'G ® ALL BRACKETS 39"-41" LEGEND MIRROR. 54" MIN. SOAP DISPENSER. z 42" MIN. 12" M g PAPER TOWEL DISPENS R. RAB BAR ao ® ROLL PAPER HOLDER 24" MIN WITHOUT STOPS. TOILET SEAT COVER A. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASEUNE OF THE LOWEST TACTILE CHARACTER BRAILLE CELLS AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER UNE OF RAISED CHARACTERS. B. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHAD. BE LOCATED ON THE NEAREST ADJACENT WALL SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18 INCHES MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. WHERE PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMS AND SPACES THEY SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR SPACE. SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE. 4. VISUAL CHARACTERS SHALL. COMPLY WITH THE FOLLOWING A CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER UGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A UGHT BACKGROUND. B. CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION OF BOTH. C. CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. D, D. CHARACTERS SHN1 BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTERFRONT 0" 1S 55 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE10 LETTER "I". E. MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH CITY ORDINANCE VIEWING DISTANCE SHALL BE�MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION-T PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL- BE BASED ON THE UPPERCASE LETTER "I" F. VISUAL CHARACTERS SHALL BE 40 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. G. STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10 PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. H. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN INDIMIDUAL CHARACTERS SHALL BE 10 PERCENT MINIMUM AND 35 PERCENT MAXIMUM OF CHARACTER HEIGHT. 1. ]SPACING BETWEEN THE BASEUNES OF SEPARATE UNES OF CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE CHARACTER HEIGHT. J. TEXT SHALL BE IN A HORIZONTAL FORMAT. 0.9000 BASE DIAMETER 0.4500 TOP DIAMETER TAPERED EDGES N � WHERE EXPOSED ry / \ jj o (a) TRUNCATED DOME SECTION A -A /''� TRUNCATED DOMES SCALE:1:1 ��fJJJ w -i I -=NUE -HALLUPPERCASE ; _�;NDMAR. L ` ]- ; ; ;-?-Y- (a) SYMBOL PROPORTIONS `0+ y FRONT EDGE OF PROVIDE TRUNCATED SIDEWALK DOMES IF NOT PRESENT SIDE REACH SCALE: 1 8 48" MIN. CURB RAMP DISPENSER. ----- --- --- - - I I 4 s J SCALE: 10 = T-O" I ' I —9" (b) DISPLAY CONDITIONS _ - - _ - I 48" MIN, REVIEWED CODECOMP , , % SIGN AREA = 70 SQ. APPROV INCHES, MIN. 'u. .'. INTERNATIONAL SYMBOL SEP 2O 2 n F OD ACCESSIBILITY City OF TU 1. MOUNTING HEIGHTS OF RESTROOM FIXTURES AND ACCESSORIES. PROVIDE BACKING AT ALL SIDE VIEW WALL MOUNTED FIXTURES AND EQUIPMENT. 2. FLUSH VALVE SHALL BE ON WIDE SIDE OF COMPARTMENT. 3. OPERABLE PARTS OF DISPENSING & DISPOSAL FIXTURES @ 40" MAXIMUM. 4. IF A MINIMUM 9 INCHES HEIGHT OF TOE CLEARANCE IS PROVIDED, A MAXIMUM OF 6 INCHES OF THE 48 INCHES PF CLEAR FLOOR SPACE REQUIRED AT THE FIXTURE MAY EXTEND INTO TOE SPACE. TACTILE EXIT SIGN SCALE:NTS INTERNATIONAL ACCESSABILITY SYMBOL N.T.S. LOCATE WALL MOUNTETHE SIGNAGE ON LATCH SIDE DOOR MOUNTED SIGNAGE TYP. DIMENSIONS FOR TOILET FIXTURES ��`� (a) HIGH FORWARD REACH LIMIT 20 MAX 20-25 MAX OF DOOR, CLEAR OF DOOR -SWING. TO Ma TABLE OR COUNTER HEIGHT 28" MIN.,., N 34" MAX. BUILDING DI A VAN ACCESSIBLE SIGN WHERE REQUIRED N .Ts. T i `� / \ / j CLEAR FLOOR SPACE 17" MIN. i w - — , F w LETTERING RAISED 1/32-1 �.� p ¢ w m;- o o }plm MEN x w zl z ®" /F, �I o } EXCEPTION: KNEE CLEARANCE IS NOT REQ'D AT CHECKOUT COUNTERS OR SERVICE GENERAL - IF FIXED OR COUNTERS. BUILT-IN SEATING, TABLES A. MINIMUM 30"X48" CLEAR FLOOR SPACE IS OR COUNTERS INCLUDING, BUT ( PROVIDED. NOT LIMITED TO, STUDY B. HEIGHT OF TABLES OR COUNTERS IS BETWEEN CARRELS AND STUDENT LAB. 28"-34" FROM THE FLOOR OR GROUND. 80" MIN. IF ADJACENT TO ACCESSIBLE ROUTE, OTHERWISE 60" 2"0 PIPE EMBEDDED INTO CONC. FOOTING 12"0 X 36" DEPTH W/ MIN. 3" COVER. RECEIVED CITY OF TUKWILA (b) MAXIMUM FORWARD REACH OVER AN OBSTRUCTION - - - - - - - - - - - - - - - - - 4'-0" MIN. - - -' 19" Nm. SEE DETAIL 15/- FOR ADDITIONAL MIN. INFORMATION I HEIGHT 0 Imo— LETTERING 5/8" MIN. TO 2" MAX. CORRESPONDING UPPERCASE BRAILLE CHARACTERS STATIONS), ARE PROVIDED IN C. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR PUBLIC, COMMON USE, OR FLR. SPACE ADJOINS OR OVERLAPS AN GENERAL EMPLOYEE AREAS, AT ACCESSIBLE ROUTE OR ANOTHER WHEELCHAIR LEAST FIVE PERCENT (5%), BUT CLEAR FLOOR SPACE. NOT LESS THAN ONE, MUST BE D. KNEE CLEARANCE AT TABLES, COUNTERS AND ACCESSIBLE AS DETAILED WORK SURFACES IS AT LEAST 27" HIGH, 30" ABOVE. WIDE AND 19" DEEP. SEP 0 5 2019 PERMIT CENTER GRADE II FORWARD REACH SCALE: N.T.S. GV KNEE CLEARANCE AT LAVATORY TOILET DOOR SYMBOLS SCALE:NTS 1 G REQUIRED KNEE CLEARANCE - SCALE: NTS V J ACCESSIBLE PARKING SIGN SCALE: NTS SCALE:NTS 1 V THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALT. REMAIN THE PROPERTY OF GARY WAND & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GWY WANG & ASSOCATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSMUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR All DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMM TO THIS OFFICE FOR RENEW BEFORE PROCEEDING WITH THE FABRICATION, ARCHITECT GARY WANG a & ASSOCIATES, INC. 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL: (626) 288-6898 FAX: (626) 768-7101 http:/Mw.garywang.com STAMP 1294 5 REGISTERED �.. ARCHITECT GA Y H. WANG STATE OF WASHINGTON REVISIONS / ISSUE DATE NO, DATE IDESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE 1 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL Q 071119 MECHANICAL CORRECTIONS QQ 071919 ELECTRICAL CORRECTIONS I 072519 BUILDING CORRECTIONS ,. 090519 RNLI RESUBMlTTAL 19 la JOB NUMBER ARCH PROJECT#: 17-060 DRAWN BY GC SHEET CONTENT ACCESSIBILITY DETAILS r - - - — I 2" MIN. TYP. O O O TACTILE EXIT ROUTE SIGN EXIT ROUTE • • • • • • • • • • • • • • • • • • • • 17 MIN. ZERO CURB CURB RAMP WHERE CURB OCCURS, SEE DET. 3/13-111 70 SQ. INCH ACCESSIBILITY SIGN STRIPES AT 36" O.0 I \ fO1 • • • • • • • • WHEEL STOP, TYP. I \ UNAUTHORIZED VEHICLES PARKED I �I I \ WOMEN MEN RESTROOMS TACTILE EXIT SIGN EXIT IN DESIGNATED ACCESSIBLE • o • • • SPACES NOT DISPLAYING 1" HIGH z ( I 12" 12" 12' • • • • DISTINGUISHING PLACARDS OR LETTERING, TYP. DzJI, ` I SYMBOL • • o SPECIAL LICENSE PLATES ISSUE ` 18" MIN. I DE SCRIPTION ON UUUNWAYS LEADING TO MEN'S SANITARY FACILITIES, AN EQUILATERAL TRIANGLE 1/4 1 RAISED CHARACTERS SHALL COMPLY WITH CITY ORDINANCE RAISED CHARACTERS AND SHALL BE Mi FOR PERSONS WITH DISABILITIES WILL BETOWED AWAY NCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD AND AT THE DUPUCATED IN BRAILLE COMPLYING WITH CITY ORDINANCE BRAILLE. RAISED CHARACTERS SHALL BE N AT THE OWNERS EXPENSE. z ® EXTERIOR WOMEN'S FACILITIES A CIRCLE 1/4 INCH THICK AND 12 INCHES IN DIAMETER, WHERE A INSTALLED IN ACCORDANCE WITH CITY ORDINANCE. INSTALLATION HEIGHT AND LOCATION. N UNISEX RESTROOM IS PROVIDED A COMBINED CIRCLE AND TRIANGLE SIGN SHALL BE USED AS SHOWN ABOVE. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60 INCHES FROM THE FINISH FLOOR AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE WALL. ALSO A RAISED CHARACTERS SHALL BE 1/32 INCH MINIMUM ABOVE THEIR BACKGROUND. B. CHARACTERS SHALL BE UPPERCASE. C. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY TOWED VEHICLES MAY BE ` RECLAIMED AT AUTHORIZE® POLICE DEPARTMENT, TOWING AGENCY, VAN CAR S I S I _ � x ON THE WALL ADJACENT TO STRIKE SIDE OF DOOR, MOUNT A GRADE 2 BRAILLE SIGN WITH LETTERING/BRAILLE SYMBOLS RAISED 1/32", 5/8" - 2" HIGH AT HEIGHT OF 60 INCHES. DECORATIVE, OR OF OTHER UNUSUAL FORMS. " MS WHERE THE WIDTH OF THE UPPERCASE LETTER 0" IS 55 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER 7. OR BY TELEPHONING uk TOILET DOOR SYMBOLS Ll E. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH MINIMUM AND 2 INCHES MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". NO PAR LNG 3 F. STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15 PERCENT MAXIMUM OF THE FIG. 11 B-404.2.4.1 SCALE: NTS HEIGHT OF THE CHARACTER. G. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. WHERE CHARACTERS HAVE WIDTH AND DEPTH ACCESSIBLE PARKING TOW -AWAY SIGN CLEAR DOOR 14" MIN. RECTANGULAR CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8 INCH MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. WHERE CHARACTERS 5 12'-0" 9'-0" 1 1 SCALE: NTS SCALE: NTS O HAVE OTHER CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RASED CHARACTERS SHALL BE 1/16 MIN MIN INCH MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE BASE OF THE CROSS SECTIONS, AND 1/8 INCH MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH PAVEMENT SYMBOL PER FIGURE MAXIMUM AT THE TOP OF THE CROSS SECTIONS. CHARACTERS SHALL BE SEPARATED FROM RAISED 0.9000 BASE DIAMETER WITHIN THE LOADING AND I I` I / II BORDERS AND DECORATIVE ELEMENTS 3/8 INCH MINIMUM. H. SPACING BETWEEN THE BASEUNES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE 0.4500 TOP DIAMETER UNLOADING ACCESS AISLE 5'-0" MIN. AT ACCESSIBLE PAINT THE WORDS "NO I 1 I SHN1 BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE RAISED CHARACTER HEIGHT. PARKING STALL AND 8'-0" PARKING" IN 12" HIGH IL TEXT SHALL BE IN A HORIZONTAL FORMAT. MIN. AT VAN ACCESSIBLE LETTERS MIN. " REQUIRED2. BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH CITY ORDINANCE. PARKING STALL CLEAR SPACE INSTALLATION HEIGHT AND LOCATION. ANOTE: SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL BE THE �A. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY CITY ORDINANCE. MINIMUM POSSIBLE AND SHALL NOT EXCEED ONE UNIT VERTICAL TO 50 UNITS L31, THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST HORIZONTAL (2% SLOPE) IN ANY DIRECTION WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LEFfERS OF THE ALPHABET, INITALS, AND ACRONYMS. B. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH.3500 ACCESSIBLE PARKING 30" I LEFT OR CENTERED. IF TEXT IS MULTI -LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH MINIMUM AND 1/2 INCH MAXIMUM FROM ANY OTHER TACTILE SCALE: NTS FOR REFERENCE ONLY 10" 30" PLAN FRONT VIEW SIDE VIEW CHARACTERS AND 3/8 INCH MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. 3, SIGNS WITH TACTILE CHARACTERS SHALL COMPLY WITH CITY ORDINANCE. INSTALLATION HEIGHT AND (a) TRUNCATED DOME SPACING LOCATION. MAX. 1d A. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER 0.9000 BASE DIAMETER MAX CLEAR FLOOR SPACE (a) UNOBSTRUCTED PARALLEL APPROACH SIDE REACH 1 2 CELLS AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER LINE OF RAISED CHARACTERS. 0.4500 TOP DIAMETER_ / B. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE 3 DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT TAPERED EDGES N 12" MIN. BORDER r/ DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT WHERE EXPOSED BUILDING OR GROOVES ® 3/4" 30" 30" i! HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE / \ o ' STRUCTURE O.C. RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (a) TRUNCATED DOME SECTION o TOP OF RAMP MINIMUM BY 18 INCHES MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE A -A N d- ^� ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN ALL BEN. WHERE PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMS AND SPACES THEY SHALL BE LOCATED TRUNCATED DOMES `�J�-- \ x � INSULATED DRAIN & g 8" z HOT WATER PIPES - z MIN. ON THE APPROACH SIDE OF THE DOOR R ONE ENTERS THE ROOM OR SPACE. SIGNS HE ROOMTOR IXffS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE. — j w '� w �o INSULATE SCALE: 1:1 / M N n N N PIPING z 6"MAX. 4. VISUAL CHARACTERS SHALL COMPLY WITH THE FOLLOWING !fl FIN. FLOOR m A. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND ......::::. �( ,1 OR DARK CHARACTERS ON A LIGHT BACKGROUND. 30"x48" CL d r A 17 "MIN. B. CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION OF BOTH. a 'n I AREA C. CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. T- - L FRONT VIEW SIDE VIEW D. D. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "0" IS 55 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE "I".SHALL - 10" >10" - 24" - ,(b) MAX. (a) �31 1-1/2" O.D.X36" GRAB BAR UPPERCASE LETTER ORDINANCE COMPLY WITH CITY CVIEWINGDISTANCE E. EE IGHT RI OMAL DISTANCE BETWEEN THE HARACTER ANDAN OBSU10N MEASURED THE HORIZONTAL7RC1 f�% /��j%f� S'A f '�SVpQY(. 1-1/2" O.D.X42" GRAB BAR FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON .;_ _ OBSTRUCTED SIDE REACH LEGEND PROVIDE BLK'G ® ALL BRACKETS Oi MIRROR. THE UPPERCASE LETTER "I". F. VISUAL CHARACTERS SHALL BE 40 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. G. STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10 PERCENT MINIMUM AND 20 L - 10. SIDE REACH 54" MIN. PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. BETWEEN THE TWO CLOSEST POINTS OF ADJACENT - —L = -�- 48" MIN. 1 8 O SOAP DISPENSER. H. CHARACTER SPACING SHAD_ BE MEASURED CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL CHARACTERS SHALL BE 10 T ~- I t FRONT EDGE OF SCALE: N.T.S. 5 42" MIN. 12" MAX. O3 PAPER TOWEL DISPENSER. GRAB BAR ® ROLL PAPER HOLDER 24" MIN PERCENT MINIMUM AND 35 PERCENT MAXIMUM OF CHARACTER HEIGHT. 1. SSPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE CHARACTER HEIGHT. - (a} SYMBOL PROPORTIONS PROVIDE TRUNCATED SIDEWALK DOMES IF NOT PRESENT 48" MIN WITHOUT STOPS. 7"-9" 0 TOILET SEAT COVER J. TEXT SHALL BE IN A HORIZONTAL FORMAT. CURB RAMP DISPENSER. N _---__----__ - T � a`t. 4 -ny SCALE: 1/2" M U (b) DISPLAY CONDITIONS 0 - - - - _ J -- - -- - I 1'-D NOTE: 36" MAX TACTILE EXIT SIGN 1 1 INTERNATIONAL ACCESSABILITY SYMBOL 1. MOUNTING HEIGHTS OF RESTROOM FIXTURES PROVIDE BACKING AT ALL N.rs. 7 AND ACCESSORIES. SIDE VIEW scaLE:Nrs i q. SIGN AREA = 70 SQ. WALL MOUNTED FIXTURES AND EQUIPMENT. 2. FLUSH VALVE SHALL BE ON WIDE SIDE OF COMPARTMENT. INCHES, MIN. 3. OPERABLE PARTS OF DISPENSING &DISPOSAL FIXTURES @ 40" MAXIMUM. INTERNATIONAL SYMBOL 48" MIN. 4. IF A MINIMUM 9 INCHES HEIGHT OF TOE CLEARANCE IS PROVIDED, A MAXIMUM OF 6 INCHES DOOR MOUNTED SIGNAGE ,; OD ACCESSIBILITY OF THE 48 INCHES PF CLEAR FLOOR SPACE REQUIRED AT THE FIXTURE MAY EXTEND INTO THE TOE SPACE. LOCATE WALL MOUNTE SIGNAGE ON LATCH SIDE4 6p' 1,jN D p Y�,,pp� - REVIEWED F i a CODE COMPLIA TYP. DIMENSIONS FOR TOILET FIXTURES (a) HIGH FORWARD REACH LIMIT OF DOOR, CLEAR OF DOOR -SWING. TABLE OR COUNTER APPROVED 15 ( � � z N.T.S.I 20" MAX 20-25 MAX a�, HEIGHT 28" MIN., 34" MAX. p* VAN ACCESSIBLE SIN SEP 23 2At s WHERE REQUIRED 17" MIN' % w LETTERING RAISED 1/32-1 City Of Tukmfil; BUILDING DIVI z /w J z c 0 MIN EXCEPTION: 80" MIN. IF ADJACENT TO z CLEAR ^ o zlw w= �I- m:q� KNEE CLEARANCE IS NOT REWD AT CHECKOUT COUNTERS OR SERVICE ACCESSIBLE ROUTE, OTHERWISE 60" FLOOR - mla o1w d GENERAL - IF FIXED OR COUNTERS. 2"0 PIPE EMBEDDED INTO SPACE j BEN l�mIw z_' ? ®® gl o) 4 BUILT-IN SEATING, TABLES OR COUNTERS (INCLUDING, BUT PROVIDED30"X48° CLEAR FLOOR SPACE IS NOT LIMITED TO, STUDY B. HEIGHT OF TABLES OR COUNTERS IS BETWEEN CARRELS AND STUDENT LAB. 28"-34" FROM THE FLOOR OR GROUND. CONC. FOOTING 12"A X 36" DEPTH W/ MIN, 3" COVER. RECEIVED t �I STATIONS), ARE PROVIDED IN C. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR CITY OF TUKVVILt --------------------, tIN NEE` HEIGHT 0 I� PUBLIC, COMMON USE, OR FLR SPACE ADJOINS OR OVERLAPS AN GENERAL EMPLOYEE AREAS, AT ROUTE OR ANOTHER WHEELCHAIR 7 f SEE DETAIL 15/- FOR ADDITIONAL MIN. INFORMATION LETTERING 5 8 / CORRESPONDING MIN. TO 2" MAX. GRADE II ACCESSIBLE LEAST FIVE PERCENT (5%), BUT CLEAR FLOOR SPACE. .)fit'=, 4'-0" MIN. UPPERCASE BRAILLE NOT LESS THAN ONE, MUST BE KNEE CLEARANCE AT TABLES, COUNTERS AND D. PERMIT CEi`11 R (b) MAXIMUM FORWARD REACH OVER AN OBSTRUCTION CHARACTERS ACCESSIBLE AS DETAILED WORK SURFACES IS AT LEAST 27" HIGH, 30" ABOVE. WIDE AND 19" DEEP. FORWARD REACH KNEE CLEARANCE AT LAVATORY TOILET DOOR SYMBOLS REQUIRED KNEE CLEARANCE ACCESSIBLE PARKING SIGN GU 1 2 NTS SCALE: NTS (U SCALE: N.T.S. SCALE:NTS SCALE: SCALE: NTS Z CE THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SFNLI REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR RENEW BEFORE PROCEEDING WITH THE FABRICATION, GARY WANG &ASSOCIATES, INC. a 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL:(626)288-6898 FAX:(626)768-7101 http://www.garywang.com STAMP 5J7G GARY H. HANG STATE OF WASHINGTON 1374 SOUTHCENTER MALL, SPACE 374 & 368, LEVEL 1 TUKWILA, WA 98188 REVISIONS / ISSUE DATE 2 022519 BID ISSUE 1 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL I JOB NUMBER I DIN I ARCH PROJECT* 17-060 DRAWN BY GC SHEET CONTENT ACCESSIBILITY DETAILS SHEET NO G-A 0% 112 EXISTING RESTROOM ACCESSORIES TOILET FIXTURE COMPUTATION TABLE-3 TABLE-2 TABLE-1 Qi O 0 EXISTING LAVATORY EXISTING URINAL EXISTING TOILET REQUIRED TOILET FIXTURES PER TABLE 2902.2006 1 BC& REQUIRED TOILET FIXTURES PER TABLE 29D2.2006IBC& STATE AMENDMENTS ASSEMBLY REQUIRED TOILET FIXTURE PER TABLE 2902.1 IBC & WA STATE AMENDMENTS MERCANTILE TOTAL REQUIRED FIXTURE SUITE# DESCRIPTION S.F. EST. S.F. BREAKDOWN OCC.LOAD FACTOR NO. OF OCCUPANTS TOTALNO. OFOCCU. SUITE# DESCRIPTION S.F. EST. S.F. BREAKDOWN OCC.LOAD FACTOR NO. OF OCCUPANTS TOTALNO. OFOCCU. MALE FEMALE �4 EXISTING ACCESSIBLE TOILET TYP. MERCANTILE (SEE TABLE 1) 1 WC 1 WC 372 JOLLIBEE/RED RIBBON - GRP A2 4,254 2,203 30 73.43 73.43 360 RETAIL- GROUP M 896 200 4.48 4.48 RESTAURANT (SEETABLE 2) 3WC 3WC 368DfNINGAREA 358 PRETZEL MAKER -GROUP M 405- 200 2.03 2.03 lJ5 EXISTING GRAB BAR TYP. KITCHEN AREA (SEE TABLE 2.1) 1 WC 1 WC 362 CHOWKING/TOKYO TOKYO- 5,141 3,044 30 101.47 101.47 356 SWEET FACTORY - GROUP M 675 - 200 3.38 3.38 364DININGAREA 388 FRED MEYERS JEWELERS GROUP M 1,530- 200 7.651 7.65 LAVATORY: 3 LAV 3 LAV 1 LAV= 2 WATER CLOSET 9,395 TOTAL 2A: 174.92 384 KING COUNTY LIBRARY 3,195 - 100 31.95 31.95 376 BOSS WEAR- GROUP M 3,675 - 200 18.38 18.38 PROVIDED (TABLE 4 & 5) 3WC 5 WC REQ. MALE FEMALE SEE FOOTNOTE CTABLE 2902.1 2 URINAL 88 88 MALLAREA 5,229.87 200 26.15 26.15 PROVIDED LAVATORY 13 WC 14 WC TOILETS 3:76-125 3 3 TABLE-2.1 TOTAL 94.00 TABLE-4 BREAKDOWN FACTOR OCCUPANTS OFOCCU. EXISTING COMMON RESTROOM 372 JOLUBEE/RED RIBBON 4,254 2,050 200 9.52 9.52 368 GROUP B KITCHEN AREA MALE FEMALE MALE 3WATER CLOSET 3 URINALS 2 LAVATORY 362 CHOWKING/TOKYO TOKYO 5,141 2,097 200 10.49 10.49 REQ. 364 GROUP B KITCHEN AREA 47 47 9,395 TOTAL B: 20.74 TO LETS 1:1-50 1 1 FEMALE 5 WATER CLOSET MALE FEMALE 4 LAVATORY REQ. i 11 11 TOILETS 3:76-125 1 1 1'-6° 1'-C �hIS6 no I - � 2 (I 3OX48 CLR. \- ---:A 3 2 (I 3OX48 CLR\ EVIEWED FOR CODE COMPLIANCE f APPROVED 50 5� SEP232019 City of Tukwila 5 5 B ILDING DIVISION I 2'-8" 2'-8" �\ - 5 51 I 0 4 o 4 F,ECEITdED CITY OF T WK WIL Jail PERMIT CENTER WOMEN ENLARGED RESTROOMS JF w SCALE: 1/2"=1'-O" G , v MEN ENLARGED RESTROOMS SCALE: 1/2"=1'-O" N THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL. REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRRTEN CONSENT OF GORY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTIME CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDDIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION. ARCHITECT GARY WANG & ASSOCIATES, INC. e 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL:(626)288.6898 FAX:(626)768-7101 hftp://www.garywang.com -.----T STAMP - 5 �� EGISTERED R CHITECT �WAHINGT.N ST PROJECT NAME/ADDRESS: Jolflob" TUKWILA 1374 SOUTHCENTER MALL, SPACE 374 & 368, LEVEL 1 TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. I DATE IDESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE Qi 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL JOB NUMBER ARCH PROJECT #: 17-060 --' "-- DRAWN BY GC SHEET CONTENT ENLARGE RESTROOM SHEET NO e� THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHAD. REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR Ali DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS, SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION. GARY WANG &ASSOCIATES, INC. a It 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL:(626)288-6898 FAX:(626)768-7101 hftp://www.garywang.com STAMP �5J HITECT VGARY H. WANG STATE OF VVASHINGTON t 17 1, 1 mil T14 Tem I TUKWILA 1374 SOUTHCENTER MALL, SPACE 374 & 368, LEVEL 1 TUKWILA, WA 98188 REVISIONS / ISSUE DATE i 1020719 IBID ISSUE 2 1022519 IBID ISSUE Q 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 1061819 1HEALTH SUBMITTAL JOB NUMBER ARCH PROJECT#: 17-060 DRAWN BY GC SHEET CONTENT EQUIPMENT PLAN SHEET NO PLUMBING ELECTRICAL IJOLLIBEE > m �7 REMARKS GAS WASTE HOTWATER COLDWATER CONNECTION LOAD MODEL I- a VOLTS a a v NUMBER SIZE RIH MBTUTYPE SIZE RIH SIZE RIH SIZE RIH TYPE AMPS KW HP z a=. 1 PLUMB. DWG PLUMB. DWG MECH. DWG SEE CAPTIVAIRE 1 FOR FRENCH FRI 1 FOR GRIDDLE 2 FOR HALO HALO i6 INEMA5-15P i7 NEMA5-14 r0 GC TO PROVIDE MOUNTING BRACKET AN D DATA OUTLET rl GCTO PROVIDE MOUNTING BRACKET AN D DATA OUTLET 73 30 SEE ENLARGED PLAN 31 SEE ENLARGED PLAN 32 SEE ENLARGED PLAN 33 SEE ENLARGED PLAN 34 SEE ENLARGED PLAN, 32 CHANNEL 34.1 SEE ENLARGED PLAN 35 SEE ENLARGED PLAN 36 SEE ENLARGED PLAN 37 SEE ENLARGED PLAN 38 SEE ENLARGED PLAN 39 SEE ENLARGED PLAN )0 ON 6" CONC. CURB FS- INDIRECT WASTE TO FLOOR SINK D- DIRECT WASTE LEGENDS SC- SELF CONTAINED ACH - ABOVE COUNTER HEIGHT GENERAL NOTES: 1. GC TO PROVIDE NECESSARY SHOP DRAWINGS FOR REVIEW AND APPROVAL OF JOLLIBEE PM/AOR. 2. ALL OUTLETS, REGISTERS, ETC. ON CEILING AND WALLS PAINTED TO MATCH SURFACE. 3. ELECTRICAL SWITCH & OUTLET PLATE FINISH: 3.1. 0 KITCHEN S/S WALL: STAINLESS STEEL FINISH 3.2. ® RESTROOM, OFFICE & UTILITY ROOM: IVORY FINISH 4. PROVIDE PAPER BACK ON ROOF INSULATION. 5. ALL UTILITIES IN OPEN CEILING AREA TO BE HIGH & TIGHT AGAINST STRUCTURE. 72" AFF 1 3/41 84" AFF I C 1 1.5 24 AFF 72" AFF C C 5.4 1 13 SEE ELEV. C SEE ELEV. C 84AFF C C C C C C C D- DIRECT CONNECTION C - CONVENIENCE OUTLET FS - FLOOR STUB -OUT ACH - ABOVE COUNTER HEIGHT DC- DROPPED CORD MECH. DWG. MECH. DWG. LLWORK GC GC GC GC GC 10 ICUSTOM GC O CUSTOM GC 0 CUSTOM 120 GC 0 EV9437-42 1 115 1 120 GC GC 0 O T-49-HC IRCS10TS 1 115 GC 0 48" 1 115 GC 0 TO 2220 21 1 115 GC 0 MAXIMA GC 10 1 115 GC GC DS-D5024FC 1 115 1 115 GC GC 0 GC S22E45OB CSMA 1220 1 115 GC GC BDP-5590 1 115 GC 0 1 115 GC 0 1 115 GC 0 MFC-9130CW GC GC IMILLWORK GC IGC MILLWORK GC 10 0 - OWNER GC -GENERAL CONTRACTOR EC- ELECTRICAL CONTRACTOR ES- EQUIPMENT SUPPLIER 6. ALL EQUIPMENT DRAIN PIPE SIZE TO REMAIN AS IS, DO NOT PROVIDE A PIPE REDUCER TO AVOID CLOGGAGE OF THE EQUIPMENT. 7. GC TO PROVIDE 1/8" PER FOOT SLOPE AROUND ALL FLOOR SINK AND FLOOR DRAIN. 8. STANDARD EQUIPMENT OUTLET HEIGHTS ARE 24", 36" & 48" AND COUNTER TOP EQUIPMENT OUTLET SHALL BE 10" ACH (ABOVE COUNTER HEIGHT) UNLESS OTHERWISE SPECIFIED IN THE DRAWINGS. 9. GC TO PROVIDE BACKING AT ALL UTILITY CLOSET/ROOM FOR SHELVINGS. COORDINATE WITH JOLLIBEE PM/STORE OPERATIONS. MANUFACTURER a DESCRIPTION w w F- REMARKS 10LLIBEE KITCHEN AREA EQUIPMENT 2 (E) CHEMICAL SHELF W/ MOP RACK 52.1 1 GC TO MODIFY PER PLAN 2 2 (E) MOP SINK FAUCET 52.2 3 NEW 5-15P 1 (E) UTILITY CLOSET MOP SINK 52.3 4 AO SMITH 1 (E) GAS WATER HEATER 53 4.1 CAPTIVEAIRE 1 EXHAUST HOOD TYPE 544.2 NEMA5-15P CAPTIVEAIRE 1 EXHAUST HOOD TYPE 55 5 NEMA5-15-P HENNYPENNY 1 CHICKEN HOLDING CABINET 56 6 1 (E) WALK-IN COOLER 57 6.1 1 (E) WALK-IN FREEZER 58 6.2 BY GC 1 CREWTABLE 59 7 2 CREW CHAIR 60.8 CAPTIVEAIRE 2 1 FIRE SUPPRESSION CABINET FIRE SUPPRESSION PULL BOX 618.1 61.18.2 STEAM TABLE INSERT STEAM TABLE INSERT ALLSTRONG 1 12" S/S WORK TABLE 62 8.3 STEAM TABLE INSERT ALLSTRONG 1 12" S/S WORK TABLE 62.1 8.4 STEAM TABLE INSERT ALLSTRONG 1 24"X30" WORK TABLE 62.2 8.5 STEAM TABLE INSERT 2 TRASH BIN 63 9 NEW L14-20P NOTUSED 6410 NOT USED EVERPURE 1 MAIN WATER FILTER 6511 NOT USED TRUE AMANA 1 1 21DOORCHILLER CREWMICROWAVE 6612 6713 NEW 5-15P NEMA5-15P JOLLIBEE MISCELLANEOUS 14 SAMSUNG 5 MENU BOARD 70151 VIEWSONIC 2 ORDER MONITOR 7115.1 ECOLAB 2 FLYTRAP 73 16 JOLLIBEE OFFICE ACCESSORIES 16.1 W/ FILTERED COLD WATER BY GC 1 MANAGER'S DESK 80 16.2 ON ROOF 1 MANAGER'SCHAIR 81 16.3 BELOW COUNTER HIKVISION 1 CCTV MONITOR 82 SAMSUNG IBL 1 1 COMPUTER MONITOR AMPLIFIER 83 84 21 211 SONY 1 DVD PLAYER 84.1 22 NEW 15-50P W/ CW FILTERED WATER 1 COMPUTER / KEYBOARD 85 TRIPP LITE 1 ISERVER CAGE 86 22.1 BROTHER 1 PRINTER/SCANNER/FAX 87 23 BY GC 1 FILE CABINET 88 24 W/ FILTERED COLD WATER BYGC 1 WALLSHELVINGS 89 25 NOT USED 1 VAULT 90126 NEW 5-15P SC -SIGN CONTRACTOR KEC-KITCHEN EQUIPMENT CONTRACTOR 126.1 27 NOTUSED 10.ALL STAINLESS STEEL EQUIPMENT TO MEET THE STANDARD OF ACCEPTANCE OF "ALLSTRONG RESTAURANT EQUIPMENT INC." OR APPROVED EQUAL 11. WALK-IN COMBO BOX SHALL HAVE THE FOLLOWING: -FREEZER INSULATED FLOOR TO BE RECESSED ON SLAB -EACH DOOR SHALL HAVE THE FOLLOWING: a. 15"X15" WINDOW, HEATED WINDOW AT FREEZER 36" HIGH ALUM. THREAD PLATE FRONT & REAR. b. CURTAIN AT COOLER DOOR ONLY. c. THERMOSTAT NEXT TO DOOR. 12.IF Co2 IS TO EXCEED 100 LBS. THEN DESIGN WILL NEED TO COMPLY WITH SEC 5307 OF THE IFC 2015 EDITION. PERMIT WILL ALSO NEED TO BE APPLIED FOR THIS SYSTEM. NEW 5-15P 1 NEMA5-15P NEMA 5-15P 1 2 N EMA 6-20P NEMA 5-15P 1 1 STEAM TABLE INSERT 2 STEAM TABLE INSERT 3 STEAM TABLE INSERT 4 STEAM TABLE INSERT 5 STEAM TABLE INSERT 6 7 NEW 14-20P NEW 5-15P .1 .2 .3 .1 N EMA-15P 1 NEMA-5-15P 1 .2 ON ROOF PROVIDE DATA OUTLET 41" AFF 18x24xl2TUB A .2 .3 .4 NEW 5-15 1 FOR PREP SINK 1 FOR HALOHALO STATION 2 FORCREWSTATION W/ SPLASH GUARD PAPER TOWEL: 59466A 1 SOAP DISPENSER MFG: 53590 2 ACCESSORYTO HAND SINK 1 PLUMBING ELECTRICAL IJOLLIBEE > m m GAS WASTE HOT WATER COLD WATER CONNECTION LOAD N o MODEL a VOLTS a a F NUMBER RIH MBTU TYPE SIZE RIH SIZE RIH SIZE RIH TYPE AMPS KW HP z =) 48" AFF FS I I I I 1 124"AFF I D 1 8.7 1 1.2 1 1 1 14" AFF 3/8 14" AFF 1 3/8 FS 1 3/4 1 1 114" AFF 3/8 24" AFF C 1 9.3 1 1.1 1 1 120/21 24" AFF C 117.5 4.2 1 120/21 24" AFF C C 3 13.1 0.34 1.6 0.16 1 1 115 120 GC GC GC D15-3 FS 3/4 1 114"AFF 3/8 24" AFF I C 9.3 1 1 1 1 1 115 1 1 IIDC215 FS 3/4 72"AFF 3/81 84" AFF I C 20.1 6.8 1 115 CIM0530R D 6 1 115 1 RCA-1001 jI 24" AFF C 120 AFF 64 GC 10 IHPA-2-24 GC O CUSTOMS/S FS 3/4 36" AFF 3/4 48" AFT C 28 10 3 208 GC O E62083E100 GC 0 CUSTOMS/S AFF 90 FS 11/4 14" AFF 3/8 24" AFF C 1 120 GC 0 FGP55 AFF 80 FS 1 14" AFF 1/4 14" AFF 1/4 24" AFF C 8 120 GC 0 GPCRB AFF 24" AFF AFF 42.3 1 1 1 124" AFF C 1 4 120 GC 0 GGF12OIA2450-T GC 0 CUSTOMS/S C 11.4 2.4 C 15 1.8 1 120 GC O 30ONDNL SC C 5 0.3 1 115 GC 0 TUC-27F-HC SC V48"AFF C 3.5 0.2 1 115 GC 0 TSSU-27-12M-C-AD SC O CUSTOMS/S C 15.4 3.2 1 208 0 RC22S2 C 14.4 3.5 208/2400 VCT-2592000626 [GC O CUSTOMS/S 0 CUSTOMS/S FS 1/2 24'AFF C 6.9 0.8 1 208 O HSW-6D FS 1/2 24"AFF C 10 1.2 1 120 0 MOD-1001) FS GC 10 CUSTOMS/S 24" AFF C 25 5 11 208 GC 0 TTUH-CO-50 14" AFF 3/8 GC GC B-0580 GC 0 CUSTOM S/S 24" AFF C 11.2 1.34 1 120 GC 0 GRSDS-41 AFF 100 24" AFF C 10 1.2 1 120 GC 0 PFG-691 AFF 80 24" AFF C 9 120 GC 0 FPH155-2CSE 24' AFF C 2.3 1/4 1 115 GC O TWT-27F-HC SC 24" AFF C 2.2 1/4 1 115 GC O T-23-HC GC 0 CUSTOMS/S FS 14" AFF 3/8 14" AFF 3/8 GC 0 2901- 6" GC 0 CUSTOMS/S GC 0 CUSTOMS/S C 0.1 120 GC 0 WRS-1088BS GC 0 CUSTOMS/S 24AFF C 4.2 0.5 1 120 GC 0 82060 25AFF C 10.4 1.3 1 120 GC 0 6103A FS 3/4 36" AFF 3/8 48" AFF D 27.7 1 208 GC O IICE1806HR FS 1 GC 0 B100PS D 2.6 1 208 GC O VCR-5061B 84" AFF C 20 120 GC O FS I 1 ®E on no AFF I C I 12 1 1.51 1 11 110 B-0231 B-0133-ADF12-B CUSTOM CUSTOM 0 CUSTOM 0 IGUAG1100 F- MANUFACTURER ¢ DESCRIPTION cf JOLLIBEE SERVING AREA EQUIPMENT BY GC 1 EXISTING FRONT COUNTER_ PIONEER POS 2 EXISTING POSTERMINAL ................ TRUE 1 COLDTABLE ALLSTRONG 1 ICESHAVERTABLE ALLSTRONG 1 ICE BIN 4. HATSUYUKI _L ICE SHAVER 4. GLOBAL INC. 1 CHEST TYPE FREEZER ALLSTRONG 1 BACK COUNTER ALLSTRONG 1 DROP IN HAND SINK 6. ALLSTRONG 1 S/S ICE BIN 6. ALLSTRONG 1 1 ASSEMBLY COUNTER ALLSTRONG 1 ISTEAMITABLE WELLS 1 FOOD WARMER 8. KASON 1 FAUCET FILLER 8. FISHER 1 DIPPER WELL & ALLSTRONG 1 OVERHEADSHELF 8. HATCO 1 HEATLAMP 8. HATCO 1 HORZONTAL FOOD WARMER NOTUSED_ 1 NOTUSED I CRATHCO 2 IJUICE DISPENSER 1 BUNN-O-MATIC 1 COFFEE DISPENSER 1 SAN JAMAR 2 (E) CUP DISPENSER I SAN JAMAR 1 (N) CUP DISPENSER 14. 1 (E) BEVERAGE COUNTER I (E)COUNTER TOP TRASH 1 RECEPTACLE 15. CORNELIUS 2 (E) SODA DISPENSER I ICE-O-MATIC 2 (E) ICE MAKER 16. ICE-O-MATIC 2 (E)REMOTECONDENSER 16. (E)SODA MACHINE 2 COMPRESSOR 16. JOLLIBEE KITCHEN AREA EQUIPMENT IMPERIAL 1 2 BURNER HOT PLATE 2 ALLSTRONG 1 s/s BURNER STAND 21. ACCUTEMP 1 RICESTEAMER 2 ALLSTRONG 1 EQUIPMENTSTANDW/CASTERS 22, FRYMASTER 1 RETHERMALIZER 2 FRYMASTER 1 PASTA COOKER 2 NOT USED 2 ACCUTEMP 1 GRIDDLE 2 ALLSTRONG 1 EQUIPMENT STAND W/ CASTERS 26 NOT USED -- THERMODYNE 1 BURGER HOLDING CABIN ET TRUE 1 FREEZER BASE 28, TRUE 2 SANDWICHTABLE ALLSTRONG 2 OVERHEADSHELF 29. AMANA 2 MICROWAVE 29. ROUNDUP 1 BUN TOASTER ALLSTRONG 1 S/S BUN TOASTER STAND 30.. ALLSTRONG 1 STEAMTABLE WELLS 1 FOOD WARMER 31 WELLS 1 FOOD WARMER 31 ALLSTRONG 1 SMALL COLD PAN 31 CHROMALOX 1 ELECTRIC WARMERS 31 T & S BRASS 1 POT FILLER 31 ALLSTRONG 1 OVERHEAD SHELF 31 HATCO 1 HORZONTAL FOOD WARMER 31 HENNY PENNY 4 CHICKEN JOY FRYER FRYMASTER 2 FRENCH FRIES FRYER TRUE 1 FREEZER BASE TRUE 1 REACH IN REFRIGERATOR ALLSTRONG 1 BREADINGTABLE FISHER 2 FAUCET 36 ALLSTRONG 3 BREADING PAN 36 ALLSTRONG 3 ICE BIN 36 SMARTCHEF 2 RICE WARMER ALLSTRONG 1 MOBILE RICE WARMER TABLE 37 SERVER PRODUCT 2 IFOODWARMER NEMCO 1 BURGER GRAVY DISPENSER 38 ICE-O-MATIC 1 ICE MAKER ICE-O-MATIC 1 ICE BIN 39 ICE-O-MATIC 1 REMOTECONDENSER 39 RTI 2 EXISTING OIL POLYTANK EXISTING OIL POLY TANK RTI 1 FILL BOX ALLSTRONG 1 3-COMPARTMENTSINK T & S BRASS 1 IFAUCET 42 T&5BRASS 1 PRE-RINSEFAUCETw/FAUCET ALLSTRONG 2 S/S WALL SHELF CHEMX WORKS 1 D-CARBONATOR ALLSTRONG V S/S SPLASH GUARD ALLSTRONG 1 PREP SINK T & S BRASS 1 FAUCET ALLSTRONG 2 60" X 15" S/S WALL SHELVES ALLSTRONG 1 72" X 15" S/S WALL SHELF ALLSTRONG 1 36" X 15" S/S WALL SHELF ALLSTRONG 2 WALL MOUNT HAND SINK CUSTOM 3 PAPERTOWEL&SOAP DISPENSER ''.ACKLANDS GRANGER 2 EYEWASH METRO V S/S WIRE SHELVING V (E) WET WIRE SHELVINGS 1 (E) BAG -IN -A -BOX 2 (E) CO2TANK 3 (E) LOCKER BACKDOORAIRCURTAIN jl(E) E) BACK OF HOUSE S/S 41 MOP SINK THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHAD. REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SH UL VERIFY, AND BE RESPONSIBLE FOR All DIMENSIONS AND CONDIHONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDTIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WTH 1HE FABRICATION. ARCHITECT GARY WANG & ASSOCIATES, INC. d 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL: (626) 288-6898 FAX: (626) 768-7101 http://www.garywang.com STAMP njLAR TERED ITECT �WAHIN ST REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE Qi 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL .i 42.2 JOB NUMBER 42.3 42.4 43 ARCH PROJECT#: 17-060 44 44.1 45 DRAWN BY 45.1 GC 45.2 SHEET CONTENT 46 - 46.1 EQUIPMENT SCHEDULE 46.2 47 SHEET NO 47.1 48 49 10 A 50 51 RE C EIoED it I0 TUKWILr 52 . u" Z 1 KID iCiligle PERMIT CENTER KEYNOTES M LIMIT OF CONSTRUCTION ❑2 EXISTING PARKING ❑8 ACCESSIBLE PATH OF TRAVEL FROM ACCESSIE PARKING. MAX SLOPE 5%, CROSS SLOPE 2%. ® EXISTING ACCESSIBLE PARKING. e..IaT v1- IUKWIL j'u'' 3 PERMIT CENTER OVERALL SITEAPLAN A N THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF GARY WANG 8 ASSOCIATES; AND NO PART THEREOF SWL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG k ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICARONS SHALL CONSTITUTE CONCLUSIVE EWDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL. VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS, SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR RENEW BEFORE PROCEEDING WITH THE FABRICATION. GARY WANG & ASSOCIATES, INC. e 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL: (626) 288-6898 FAX: (626) 768-7101 http:/Iwww.garywang.com a� aV�13CISTERED.ITECT GA�WANG ATE REVISIONS / ISSUE DATE 1 1020719 JBID ISSUE 2 022519 BID ISSUE Qi _ 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 1HEALTH SUBMITTAL JOB NUMBER ARCH PROJECT #: 17-060 DRAWN BY GC SHEET CONTENT ENLARGED MALL PLAN LEVEL 1 SHEET NO FLOOR PLAN KEY NOTES EXISTING COUNTER TO REMAIN GC TO MODIFY PER PLAN O EXISTING EQUIPMENT TO REMAIN. 5�z EXISTING WALL TO REMAIN AND PROTECT IN PLACE. I ® EXISTING COLUMN TO REMAIN AND PROTECT IN PLACE. EXISTING FURNITURE TO REMAIN. I E © EXISTING TRASH BIN TO REMAIN. I r 7 EXISTING FLOOR SINK/DRAIN TO REMAIN AND PROTECT IN PLACE. �f f f ® EXISTING DOOR TO REMAIN f �g EXISTING WATER HEATER TO REMAIN. EXISTING MOP SINK TO REMAIN. GC TO CHECK CONDITION & 10 i REPLACE AS NECESSARY i i 11 EXISTING EQUIPMENT TO BE REMOVED. 12 EXISTING NON BEARING WALL TO BE REMOVED. 13 EXISTING BEVERAGE STATION TO REMAIN 14 EXISTING FLOOR SINK/DRAIN TO BE REMOVED. 15 EXISTING FURNITURE TO BE REMOVED. 1g EXISTING HOOD TO BE REMOVED. / I 17 EXISTING ELECTRICAL PANEL TO BE RELOCATED. 18 EXISTING WALK—IN COOLER/FREEZER TO REMAIN. 19 EXISTING COUNTER TO BE TRIMED. GC TO MODIFY PER PLAN. Ilf 20 EXISTING CONCRETE CURVE TO REMAIN. III ' i III III i :I III i GENERAL NOTES 1. SEE ALL DRAWINGS FOR ADDITIONAL NOTES AND SPECIFICATIONS. I 2. GENERAL CONTRACTOR MUST PROVIDE ALL REQUIRED ' PROTECTION TO ALL SURROUNDING AREAS THROUGHOUT € COURSE OF DEMOLITION AND CONSTRUCTION. 3.GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (i.e. WINDOWS, DOORS, FINISHES, ETC.) THROUGHOUT THE COURSE OF JOB. 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL DEBRIS AND DISCARDED MATERIALS AND/OR EQUIPMENT AS INDICATED. 5. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. GENERAL CONTRACTOR TO INFORM AOR WITH ANY DISCREPANCY ON PLAN VERSUS ACTUAL SITE CONDITION. 16 4 SCOPE -/ OF WORK _ \ 19 sip, \ 11 TYP. 11 TYP. 11 Eh )FD q ~(E)Fu ,r k — T I I I TYP� TYP t 8 3 THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHAD. BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRNTEN CONSENT OF GARY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS, WRHTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOHFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDTIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST '. BE SUBMHTED TO THIS OFFICE FOR RENEW BEFORE PROCEEDING WITH THE FABRICATION. '.. ARCHITECT GARY WANG & ASSOCIATES, INC. "e 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL: (626) 288-6898 FAX: (626) 768-7101 http:llwww.g arywang. com 12945 � I EG HITEC D ARCHITECT GARY H. WANG STATE OF WASHINGTON REVISIONS t ISSUE DATE 1 1020719 JBID ISSUE _ 2 022519 BID ISSUE Q 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 IHEALTH SUBMITTAL JOB NUMBER ARCH PROJECT* 17-060 DRAWN BY GC SHEET CONTENT DEMOLITION PLAN SHEET NO GENERAL NOTES 1. CONTRACTOR TO REMOVE ALL ABANDONED CONDUIT THROUGHOUT THE SPACE. 2. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE PREMISES. HAULING AND DISPOSAL SHALL BE IN ACCORDANCE TO LANDLORD, CITY/COUNTY REGULATIONS. 3. CONTRACTOR TO VISIT SITE PRIOR TO BID TO VERIFY EXISTING CONDITION. I FLOOR DEMOLITION PLAN KEY NOTES 1❑ EXISTING LIGHTING FIXTURES TO BE REMOVED. �2 EXISTING EXHAUST HOOD TO BE REMOVED. �3 EXISTING T—BAR CEILING GRID SYSTEM TO BE REMOVED. ® EXISTING HARD LID CEILING/SOFFIT TO BE REMOVED 5Q EXISTING CEILING TO REMAIN. © EXISTING LIGHT FIXTURE TO REMAIN. a .LC N ■ I ■ V ---=-----------------------------------------------------------------------------------=------------------— — --E-a— CITY Of- T UI{5 l_A Allil 21 2u'r: PERMIT CENTER CEILING DEMOLITION PLAN (D/� NSCALE: 1/4"=l'-0" THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF GLARY WANG k ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG k ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHAD. HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NoDnED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION. GARY WANG ;n & ASSOCIATES, INC. 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL:(626)288-6898 FAX:(626)768-7101 hftp://www.garywang.com STAMP REGISTERED RCHITECT �WAGT.N ST 'wi M71 I I "I eM L T. TUKWILA 1374 SOUTHCENTER MALL, SPACE 374 & 368, LEVEL 1 TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE A, 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL E IEWED FOR COMPLIANCE PROVED Cit I of Tu BUILE ING DIVI JOB NUMBER �� ARCH PROJECT#: 17-060 DRAWNBY GC SHEET CONTENT CEILING DEMOLITION PLAN SHEET NO DOOR SCHEDULE NOTES 1. ALL EXIT DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR SPEVIAL KNOWLEDGE OR EFFORT. 2. PUBLIC DOORS REQ'D FOR PUBLIC EGRESS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST. 3. SEE PLAN FOR SWING DIRECTION OF DOORS, 4. GENEREAL CONTRACTOR TO VERIFY ALL EXIST. DOOR OPENINGS IN THE FIELD. 5. DOOR SUPPLIER TO SUBMIT COMPLETE DOOR AND HARDWARE SCHEDULE FOR ARCHITECT'S REVIEW. 6. ALL HARDWARE TO BE SCHLAGE 626 SATIN CHROME FINISH U.N.O. 7. ALL HINGES SHALL BE FULL -MORTISED, BALL BEARING, NON -RISING PIN. B. MAXIMUM THRESHOLD HEIGHT SHALL BE 1/2". 9. ALL CLEAR OPENINGS, DOOR WIDTHS, AND HARDWARE SHALL CONFORM TO ALL APPLICABLE ACCESSIBILITY CODES. 10. ALL DOORS WITH GLAZING AND ANY GLAZED PANEL MORE THAN 18" IN WIDTH IMMEDIATLEY ADJACENT TO ANT DOOR, WHEREIN THE SILL OF SUCH GLAZED PANEL IS LESS THAN 24" ABOVE THE FLOOR, SHALL HAVE SAFETY GLAZING. 11. PROVIDE LEVER HARDWARE 0 ALL DOORS, TYP. U.N.O. 12. PROVIDE KNURLED LEVER HARDWARE AT ALL DOORS TO HAZARDOUS ROOMS. 13. ALL INTERIOR HOLLOW METAL FRAMES ARE TO BE FABRICATED OF COLD ROLLED 16GA. STEEL, ALL JOINTS SHALL BE CONTINUOUS WELDED AND GROUND SMOOTH. 14. 15. ALL DOORS TO HAVE WALL MOUNTED DOOR STOPS. 16. ALL BI-PASSING DOORS TO HAVE HEAVY DUTY HARDWARE PROVIDED BY DOOR MANUFACTURER VIEWING WINDOW c a METAL STUD WALL FRAMING, 5/8" TYPE 'X' OOR PER WALL GYP. BD. SCHEDULE EA. SIDE XTRUDED XTRUDED ALUM HEAD JAMB EXTEND GYP. BD. HRESHOLD SET ANCHOR " INTO FRAME 5/8" MIN. 1 CONTINUOUS EALANT BED - HOLLOW METAL N� FRAME DOOR - ® of SEE SCHEDULE STANDARD RABBET -A/ 2 TYPICAL TRESHOLD DETAIL 3)� HOLLOW METAL DOOR HEAD DETAIL JAMB SIM. SCALE: 6"=1'-O" SCALE: 6"=1'-O" LOCATION MARK TYPE. DOOR WIDTH HEIGHT THK CORE (E) STORE FRONT DOOR 0 6'-0" 7'-0" 1%" H.M. (E) RECEIVING DOOR D2 3'-0" 7'-0' 13/4" H.M. (E) UTILITY CLOSET DOOR D3 3'-0" 7'-0" 1Y4" H.M. (E) SERVICE DOOR D4 3'-0" 7'-0" 13/4" H.M. (N) OFFICE DOOR D5 3'-O" 7'-0" 1%" H.M. DOOR SCHEDULE FRAME DETAILS GLAZING FINISH MATERIAL FINISH HEAD JAMB SILL FIRE RATING HDWR. :TYPE FINISH REMARKS _) MATCH EXISTING SF (E) ALUM. EXISTING (E) (E) (E) (E) TEMP. CLEAR W/PANIC HARDWARE MATCH EXISTING SF (E) H.M. EXISTING (E) (E) (E) (E) W/PANIC HARDWARE IP-3 INT / LM-1 (E) H.M. EXISTING (E) (E) (E) (E) MATCH EXISTING SF (E) H.M. EXISTING (E) (E) (E) (E) ACRYLIC CLEAR ELIASON DOOR IP-3 H.M. IP-3 1 2 1 2 3 5 TEMP. CLEAR ROOM FINISH SCHEDULE IM NAME FLOOR BASE WALL CEILING I (E) ORDER (E} PORCELAIN TILE (E) PORCELAIN 6"x12" W/ (E) PAINT LAMINATED C3 (E) DRY WALL CEILING AREA 3/8" RAD. COVE BASE I(E)DINING (E) PORCELAIN TILE (E) PORCELAIN 6"02" W/ (E) PAINT LAMINATED C3 (E) DRY WALL CEILING AREA 3/8" RAD. COVE BASE (E) BEVERAGE (E) PORCELAIN TILE (E) PORCELAIN 6"x12" W/ (E) PORCELAIN TILE C3 (E) DRY WALL CEILING STATION 3/8" RAD. COVE BASE FT-2 6"X6" CONT. WB-26"x6' CONT. 3/8" PAD . MIN. (KITCHEN EQUIP ON W1_1 PORCELAIN TILE C3 (E) DRY WALL CEILING QUARRY TILE 6" NSF APPROVED I Fr!; IDESSERTAREA FT-2 6"X6" CONT. WB-2 6"x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON WP_1A STAINLESS STEEL C3 (E) DRY WALL CEILING QUARRY TILE 6" NSF APPROVED LEGS KITCHEN AREA FT-2 6"X6" CONT. QUARRY TILE WB-2 6 x6 CONT. 3 8 UIP ON RAD. MIN. (KITCHEN EQ WP-IA STAINLESS STEEL 1 WASHABLE VINYL COATED 6" NSF APPROVED LEGS GYP. BD. PANELS I PREP AREA FT-2 6"X6" CONT. WB-2 6"x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON WP-1A STAINLESS STEEL C1 2 X4 SUSP. GRID WITH WASHABLE QUARRY TILE 6" NSF APPROVED LEGS VINYL COATED GYP. BD. PANELS WARE WASHING FT-2 6"X6" CONT. WB-2 6"x6" CONT. 3/8" RAD. WPAA STAINLESS STEEL C1 2 X4 SUSP. GRID WITH AREA QUARRY TILE MIN. (KITCHEN EQUIP ON WASHABLE VINYL COATED 6" NSF APPROVED LEGS GYP. BD. PANELS UTILITY AREA FT-2 6"X6" CONT. WB-2 6"x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON WP-tA STAINLESS STEEL Cl 2'X4' SUSP. GRID WITH WASHABLE VINYL COATED QUARRY TILE 6" NSF APPROVED LEGS GYP. BD. PANELS MANAGER'S OFFICE FT-2 6"X6" CONT. WB-2 6"x6" CONT. 3/8" RAD. MIN. (KITCHENQUIP O IP_3 PAINT Cl 2'X4' SUSP. GRID WITH QUARRY TILE WASHABLE VINYL COATED GYP. BD. PANELS (E) WALK-IN COOLER FT-2 6"x6" CONT. QUARRY TILE 6"x6" CONT. 3/8" RAD. WB-2 MIN. (KITCHEN EQUIP ON (E) EXT S.S. (E) ALUM/GALV. STL 6" NSF APPROVED LEGS INT, ALUM/GALV. STL (E) WALK-IN . . (E) GALVSTL (E) SS/ALUM. W/ 5/8" (E) EXT S.S. (E) ALUM/GALV. STL FREEZER RADIUS COVE, 4" HIGH MIN. INT, ALUM/GALV. STL CREW AREA FT-2 6"X6" CONT. WB-2 6"x6" CONT. 3/8" RAD. WP-1A STAINLESS STEEL Cl 2'X4' SUSP. GRID WITH QUARRY TILE MIN. (KITCHEN EQUIP ON WASHABLE VINYL COATED 6" NSF APPROVED LEGS GYP. BD. PANELS (E) UTILITY (E)PORCELAIN TILE (E) PORCELAIN 6"02" Wf (E) FRP C3 (E) DRY WALL CEILING CLOSET 3/8" RAD. COVE BASE ■' ■C n OFFICE DOOR i/ % /' / / / // /'rI i / r i DOOR HARDWARE SCHEDULE /f� 'r ' i`/ - TYPE DESCRIPTION -- - SINGLE DOOR D5 (OFFICE DOOR): /// i' / / // / / /,/ ` `� / / '�✓ li I ■' ■ //�% / f �/ •v SO X 7'0 X 1 3 4 HMD PSF 3 EA HINGES TA714 114 X 101MM US26D (MK) 1 EA OFFICE LOCK 28-7G05 LL MK US26D SARGENT)( 1 EA KICKPLATE K1050 10" X W.T.S. US32D (RO) 1 EA WALL STOP 409 US32D ( RO) 1 GASKETING S7736L (PEMKO) 1 FLOOR PLAN KEY NOTES / r / / 1 PROVIDE SIGN 'THIS DOOR TO REMAIN UNLOCK WHILE THE BUILDING IS OCCUPIED".� 0 UNIVERSAL ACCESSIBLE SIGN 7/G-1 12- ' r TACTILE SIGN. SEE DETAIL 11/G-112 ® MAXIMUM CAPACITY SIGN._//.. / / . / / r ' V .. / j'{: ✓ / t�"�� / COUNTER, 34' HIGH MAX., r r r� ! ,/ / / / / ��___®- _• 106 / / / % j u. -u .. / - -f __ _-. - 1 .-.! i / .: / \ 104- -... - -� --- -. __ :t — - _PREP © TYPE -I HOOD ABOVE. SEE MECHANICAL \ I`❑ DRAWINGS \ DESSERT 6 ❑7 EXISTING STRUCTURAL COLUMN/ POST. \'\ AREA 7 s A-220 18x60 GC TO FINISH W/ WP-1A 18x60 18x60 18x72 _ gg ® PASS THRU WINDOW. SEE ELEVATION 2/A-220 SCOPE , s ° 10 10 ' w3 4 s <..-. - Y 02 0 10 CORNER GUARD, SEE DETAIL 16/A-220 OF WORK `" 5 _ A401 A-220 - _ 110 111 ,A 3 3 BDo / 10 ELECTRICAL PANEL SEE ELECTRICAL DRAWINGS- W3 5 r �. (E) WALK-IN (E) WALK -IN X A -- A-221 221 A-220 5 gg g COOLER FREEZER °0 ®IEIFo 11 EXISTING RTI FILL/ HAUL BOX A-400 18x60 g 108 _ f , 1 12 FLY CONTROL LIGHT ® 7'-6" A.F.F UNLESS NOTED OTHERWISE. L------ I - -- ----�_- " UTILITY ❑ 1 18x60 18x60 18x72 AREA 1/3 BIOMETRIC SCANNER ® 48" A.F.F FOR EMPLOYEE CLOCKIN A-220 a 2 i A-22G- CLOCKOUT. PURCHASED BY OWNER, GC TO INSTALL & PROVIDE 100 105 18x48 18x48 18x36 DUPLEX & DATA OUTLET. (E) ORDER 103 FD B ® KITH s _. < +...... a. AREA SERVICE Mrs eIF° RE ` WALL LEGEND AREA AREA 1 2 CREW g ws wa _ �'y - -� - i A-221 107 A-221 I AREA 18x48 ' WA E WAS LNG — — < w1 w1 EXISTING EXTERIOR WALL (Fs® s® ® ®) RAREAH s 13 l DsCIS A-220 - F Q<® - . :� , Fs� EXISTING INTERIOR NON -BEARING WALLpTtL ( F s® IGiANAGERS ( { (GLOB -T_ 1- i _..- ( I OFFICE O INTERIOR NEW NON BEARING WALL 1 T W3 Da 7F wa '/,f/// / INTERIOR NEW LOW WALL iz w6 ' r B� .. WALK-IN BOX PANEL nn LE �.DI I- �� W2 _ 1 4 1 w5 ® EXISTING STOREFRONT, L p 1 — — — IE)FS OINTERIOR FURRED -IN WALL (E) BEVERAGE A-210 ' 10 STATION I A-231 WALL SCHEDULE �-� w1 EXISTING EXTERIOR WALL TO REMAIN. (E) DINING �B AREA i \ O EXISTING 1 HOUR RATED WALL TO REMAIN 3 5/8" X 20 GA. METAL STUD ® 16" O.C. W/ 5/8" TYPE "X" U DRYWALL ON BOTH SIDES. SEE DETAIL 0 ws w4 3 5/8" X 22 GA. STEEL STUD (LOW WALL) ALL) 016" O.C. W/ 5/8" TYPE "X" DRYWALL ON BOTH SIDES. SEE ELEVATIONS FOR HEIGHT. - - - - - _.._ - - - _ .__ _. _. - - - - - - - - . _ i Ef F;V E3 we EXISTING FIXED STOREFRONT -- - -- - - - --- -- - - -- - r-- -------------------------- --------------------- - :TY OF T UKWILF I Q3 5/8" X 25 GA. MTL. STUD WALL W/ 5/8" TYPE "X" GYP. BD. t7 9 ON BOTH SIDES (SEE DETAIL 13/A-401) GENERAL NOTES EMIT CENTER 1. SEE ELEVATIONS FOR MORE INFORMATION FOR INTERIOR FINISHES. FLOOR PLAN 2. GC TO VERIFY SITE DIMENSIONS & ALL CONDITIONS PRIOR TO SCALE: 1/4"=1'-0" CONSTRUCTION. THESE DRAWINGS AND SPECIRCADONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPED, DISCLOSED TO OTHERS OR USED IN CONNECTION WON ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRTTEN CONSENT OF GORY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIRCAHONS SHALL CONSMUT CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION, GARY WANG 'a & ASSOCIATES, INC. 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL:(626)288-6898 FAX:(626)768-7101 http://www.garywang.com STAMP Vl25 REGISTERED ARCHITECT GARY H. WANG STATE OF WASHINGTON REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE Qi 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL JOB NUMBER ARCH PROJECT #: 17-060 DRAWN BY GC SHEET CONTENT FLOOR PLAN SHEET NO DIMENSIONED PLAN KEY NOTES 1❑ EXISTING FRONT COUNTER 2❑ EXISTING 4" CONCRETE CURB ❑s NEW 6" CONCRETE CURB ® NEW COUNTER 34" HIGH MAX GENERAL NOTES 1. SEE SHEET A-100 FOR ROOM FINISHES, DOOR SCHEDULE AND WALL SCHEDULE. 2. SEE ELEVATIONS FOR MORE INFORMATION FOR INTERIOR FINISHES. 3. GC TO VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 9licri SCOPE OF WORK s\ 2 3'-0" 15'-0" _ B �I 4 i I i I > a ALIGN T>o \ SI 10'-3" L8�-42� i I I \\ I I i 27'-7Y6" 9'-2" I — s=sEC'FIV-D 3TY 0, TUKWIL' — — _ 1 I ERMIT CENTER DIMENSION PLAN N SCALE: 1/4"=1'-O" THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHAG BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIRC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDRONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION. ARCHITECT GARY WANG & ASSOCIATES, INC. e 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL: (626) 288-6898 FAX: (626) 768-7101 http://www.garywang.com STAMP 12945V� REGISTERED ARCHITECT VOAn'H. WANG STATE CF WASHINGTON JOB NUMBER ARCH PROJECT#: 17-060 DRAWN BY _. GC SHEET CONTENT DIMENSIONED PLAN SHEET NO A0 14 01 :N RE AL NOTI=S SEE SHEET A-100 FOR ROOM FINISHES, DOOR SCHEDULE, AND WALL SCHEDULE. SEE ELEVATIONS FOR MORE INFORMATION FOR INTERIOR FINISHES. ROUND ALLFLOOR GC TO PROVIDE 1/8" PER FOOT SLOPE AA-4 SINK AND FLOOR DRAIN, SEE DETAILS 7/A-400 & 8/-400 FINISH PLAN KEY NOTES a GC TO PROVIDE LEVEL TRANSITIONS. EXISTING CONCRETE CURB. �3 EXISTING FINISH. GC TO PATCH REPAIR AS NECESSARY ® EXISTING INSULATED FLOOR IEXISTING COLUMN TILE FINISH FT-2 © NEW 6" CURVE CONCRETE CURB WITH, I ILC .jut PLwR 'AINT SCHEDULE DALTILE COLOR: FT-2 MANUFACTURER: ARID GRAY OQ42 REMARK: WALL t WALL BASE DALTILE COLOR: QUARRY TEXTURES INTERIOR WB-2 MANUFACTURER: ARID GRAY OQ42 SERIES: NON-ABRASSIVE FINISH: COLOR: QUARRY TEXTURES FINISH: 6" E &X 6" TILE, 3/1 JOIN & COOLER 1P_1 MFG: HOT JAZZ DEp107 DUNN EDWARDS SERIES: NON-ABRASSIVE DESCRIPTION: KITCHEN, OFFICE, STORAGE 8 JOINT(G1) REMARK: COLOR: EGGSHELL FINISH: 3/8"R COVED BASE & COOLER ANGELA RATES 415.830.7955 WALL FINISH: FLAT DESCRIPTION: KITCHEN, OFFICE, CONTACT: CEILING FINISH: BENJAMIN MOORE: REMARK: ANGELA RATES 415.830.7955 GROUT ALTERNATIVE: NEON RED 2087-11 CONTACT: DALTILE DUNN EDWARDS WB-3 MANUFACTURER: EMPIRE BLACK HMO' G1 MGF: IP-3 MFG: HAUT MONDE COLORBODY PORCELAIN SNOWFLAKE, DEW 384 COLOR: COLOR: COLOR: EGGSHELL SERIES: LIGHT POLISHED SERIES: WALL FINISH: FLAT FINISH: 3J8"R COVED BASE, 3/8" JOIN T{G1) REMARK: CEILING FINISH: SHERWIN WILLIAMS: DESCRIPTION: DINING AREA ALTERNATIVE: ICE CUBE SW6252 REMARK: ANGELA RATES 415.830.7955 CONTACT: DALTILE, UNITY WT-1 DUNN EDWARDS MGF: COFFEE P404 IP-5 MFG: MINER'S DUST, DEC 786 COLOR: COLORBODY COLOR: EGGSHELL SERIES: UNPOLISHED WALL FINISH: FLAT FINISH: 12"X24" STACKED, 3/8" JOINT(G1) CEILING FINISH: B EN JAMIN MOORE:46 DESCRIPTION: SERVICE & DRIVE THRU AREA ALTERNATIVE: REMARK: ANGELA RATES 415.830,7955 TBD CONTACT: LM- TBD 7717 — — - / / / 36/ / i AL I� r 7 — SCOPE T-_ -�- OF WORK - - -- -- - — - (n° -- LL -- 2 2%4 2'-6%4 T 5-1/a — i (E)FS FT-2 FT-2 W13-2 I WB-2 1 THESE BMWItIGS AND ARRANGEMENTS REPRESS AND SENTED THEREBYAN AREI AND ]NREOREMAIN THE PROPERTY OF GARY WANG do ASSOCATES, US" PART THIS CONNECTIONS OR USED IN �WfIHE ANtPi WORKS OR RICH OJECTO OTHTHATHIT EpPEVELOPEDRWRH0 THE OJE FOR HWRfr1EN CONSED AND ENTEOF IND a,VISUAL COMAWH THESE S ANDBPECIFlCATIONS SHALL CONSHTUTE DRAWINGS E CONCLUSNENCE OETHESE RESTRICi10 RECEOENCE DIMOVER,11 NSSCALE0 ON ENSIONS;sNA 1 HAVECOMRACTORS SHAll. VEIFY, AND BE RESPONfORDIMENSIONS AND CONDITIONSV0RNTI�NS'IpOB IMENSIONSMUST BE NOTIFlED OF ANYAND CONDTIONS SHOWN BtTHESFR E DRAWINGS. SHTAIL MUSTBBE iH mEDDRITTo T ISOFFlCE FOR REVIEWBEFOCEEDING GARY WAN & ASSOCIATES, INC. G V�' ■ MoOntterey Park, CA 917B4r' SUITE 550 TEL (626) 288-68a98 of m : (626) 768-7101 http:11wwW.9aryw 9 �12945 REGISTERED ARCHITECT / �TAE RY H. WANG OFWASHINGTON j K PROJECT NAME/ADDRESS: Jollibee TUKWILA 1374 sou THCENTER MALL, SPACE 374 & 368, LEVEL 1 T 7 TUKWILA, WA 98188 r� REVISIONS I ISSUE DATE DESCRIPTION 020719 BID ISSUE 022519 BID ISSUE I E.F6I ..I 053119 CORPORATE REVISIONS y�I 3 061619 1ST PERMIT SUBMITTAL HEALTH SUBMITTAL „ECEIVEU V OF TUKWIL pr,r1IT CENTER - - --_ - i FINISH FLOOR PLAN �N - l SCALE: t0" i i JOB NUMBER --.—._.-----,._----.-- ARCH PROJECT #: 17-060 DRAW GC — SHEET CONTENT FINISH FLOOR PL r--""" sH""'- EE�— CEILING SCHEDULE NO. MANUFACTURER DESCRIPTION MATERIAL FINISH USG 2' X 4' SUSPENDED T—BAR "VINYL ROCK" VINYL — CLAD SMOOTH & GRID CEILING SYSTEM TYP X GYP. BD. PANELS WASHABLE — WHITE (1 HOUR RATED) FC-3] GOLD BOND DRYWALL CEILING 5/8" TYPE "X' GYPSUM SMOOTH PAINT & WASHABLE ON METAL FRAMING BOARD SEE CEILING PLAN FOR PAINT COLOR EXISTING LIGHT FIXTURE EXISTING 2 X 2 LAMP 0 EXISTING LIGHT PENDANT 0 EXISTING RECESSED CAN LIGHT ImmFew 1. ALL EMERGENCY AND CONTROL REQUIREMENT SHALL BE DETERMINED BY THE ELECTRICAL ENGINEER. 2. ALL OUTLETS; REGISTERS, ETC. ON CEILING AND WALLS PAINTED TO MATCH SURFACE. 3. PROVIDE PAPER BACK ON ROOF INSULATION 4. ALL UTILITES IN OPEN COILING AREA TO BE HIGH & TIGHT AGAINST STRUCTURE. 5. THE SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D, E & F COMPLY WITH ASCE 7-05 SECTION 13.5.6.2.1 AS FOLLOW: a. ALL CEILINGS SHALL USE A HEAVY DUTY T—BAR GRID SYSTEM. b. CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER CEILING PENETRATIONS, c. CLEARLY SHOW ON PLANS THAT "SPECIAL INSPECTION" WILL BE PROVIDED FOR THE SUSPENDED CEILING INSTALLATION. SECTION 1705.3.4. 6. NO BUG EYE EMERGENCY LIGHT ALLOWED. 7. LIGHTING PROVIDED BY COMMERCIAL LIGHTING INDUSTRIES, FOR NATIONAL ACCOUNT PRICING, CONTACT. GABE HALCOVICH 818.625.2012 I GENERAL NOTES I E] GC TO FILL TO MATCH EXISTING CEILING AT SERVICES AREA ELECTRICAL FIXTURE LEGEND SYMBOL DESCRIPTION LAMP X WATTS REMARK T—BAR CEILING RECESS MOUNTED LED LECM, 4500LM, 4000K, LIGHTING PROVIDED BY LIGHTING FIXTURE, 2' X 4% LAMPS 85CRI COMMERCIAL LIGHTING INDUSTRIES o PRODUCT ID#TYPE A: CLI—NAJOLA (QTY: 10: 42 WATT FOR NATIONAL ACCOUNT PRICING PRODUCT ID#TYPE AE: CU—NAJOLAE(QTY: 3) CONTACT., GABE HALCOVICH AIAE PH: 818.625.2012 T—BAR CEILING RECESS MOUNTED LED I -Ell Olm, 40OOK, LIGHTING PROVIDED BY .5CRj 210 TING INDUSTRIII LIGHTING FIXTURE, 2' X 2' LAMPS COMMERCIAL LIGHTING INDUSTREl PRODUCT ID#TYPE 6: CLI—�AJOLB (QTY:l) 1 24.7 WATT FOR NATIONAL ACCOUNT PRICING PRODUCT ID#TYPE BE:CLI—NAJOLBE (QTY:1)1 CONTACT. GABE HALCOVICH B 5BEQTY:2 PH: 818.625.2012 CCCTV CAMERA PROS INDOOR DOME IR CAMERA GC TO CHECK ALL AUTO IRIS LENS W/ 2.8 TO 12MM LOCATIONS WITH OWNER VIROFOCAL LENS DPRO-9620VF (BLACK QTY: 12 BASE) UNIVERSAL MOUNTED EXIT SIGN 120 /277V LIGHTING PROVIDED BY SERIES 70 LED LAMP, 90 MIN. BATTERY 4,5 WAIT COMMERCIAL LIGHTING INDUSI PACK, SINGLE FACE GREEN LETTER, FOR NATIONAL ACCOUNT PRIC QTY:4 SURFACE EDGELIT CONTACT: GABE HALCOVICH PRODUCT ID#: CLI—NAJOLEXIT PH: 818.625.2012 SEE MECH. DWGS. AIR—CONDITION RETURN REGISTERS (SEE M—DRAWINGS FOR DETAILS) AIR—CONDITION SUPPLY REGISTERS SEE MECH. DWGS. (SEE M—DRAWINGS FOR DETAILS) -REFLECTED CEILING PLAN (�)A`\ SCALE: 114"=l'-0" U)NI THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND EMIL REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF M WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS, WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND HE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION. GARY WANG & ASSOCIATES, INC. 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL: (626)288-6898 FAX: (626) 768-7101 hftp://www.garywang.com STAMP 1 �29 4 5 ,C"T,CT GARY H. WANO STATE ,-AS.INGT.N REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 1 020719 BID ISSUE 2 022519 MD ISSUE A 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 661819 HEALTH SUBMITTAL. u ItNG Q= 9 'A min j . la 'I 0LN ; JOB NUMBER ARCH PROJECT* 17-060 DRAWN BY GC SHEET CONTENT REFLECTED CEILING PLAN SHEET NO PON ROOF PLAN KEYNOTES 1❑ EXISTING AC UNIT F2 EXISTING EXHAUST FAN. NOT PART n3 EXISTING MAKE UP AIR UNIT. NOT PART ® EXISTING EXHAUST FAN TO BE REPLACED W/ NEW GC TO ADJUST OPENING ACCORDINGLY ❑5 EXISTING MAKE UP AIR TO BE REPLACED W/ NEW. GC TO ADJUST OPENING ACCORDINGLY © NEW HOOD BELOW SEE MECHANICAL DRAWINGS ❑7 PLATFORM FOR CONDENSING UNITS, BY G.C. SEE DETAIL 4/A-401 ® EXISTING PARAPET 0 EXISTING ROOF VENT 10 LEASE LINE BELOW 11 NEW MAKE UP AIR UNIT 12 10' RADIUS FOR SMOKE CLEARANCE 13 NEW AC UNIT NOTESGENERAL 1. MECHANICAL ENGINEER TO VERIFY LOCATION• • CLEARANCES OF THE ROOF TOP UNITS TO COMPLY WITH LOCAL GOVERNING CODES & SEE ` 7 K-101 FOR PUAEING MID 7 •'i • `7 • • I •'• G •' R • +• '1• •'7 A 7• i •W 64SES ErC NO OP(NNSS SHOhN ON DPAWNGS WTH EQUIPMENTBONG SUPPLIED SEE TYFICAL DE15ALSALSO COORDIMTE IN3LA-I.AnON OF ! '• 7' 1• 7 17 • • 6 PROVIDE SERVICE PAD AT EACH UNIT ONLY AT SERVICE A= DOM 7 ALL ROOF ELECTRICAL CONDUIT AND CONDB\ISATE 1'• ESIMMEDIATELY PENETPATE ROOF NU RUN ALONGTIT.. ► OF ROOF 8 ALL ROOF EQUIPMENT TO BE SaRENED FROM UC MEW • '•• 1 : 7• •YELLON, PARTIAL ROOF PLAN 01(�N THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL —N THE PROPERTY OF GARY WANG k ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSUME CONCLUSIVE EVIDENCE OF '.. THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST DE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS '.. AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR RENEW BEFORE PROCEEDING WITH THE FABRICATION. ARCHITECT GARY WANG n &ASSOCIATES, INC. 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL: (626) 288.6898 FAX: (626) 768-7101 http://www.garywang.com � 129451"--' � \y/STEREDHITECT �WA� 'wi T mll 177 1 -517-D TUKWILA 1374 SOUTHCENTER MALL, SPACE 374 & 368, LEVEL 1 TUKWILA, WA 98188 REVISIONS / ISSUE DATE ISSUE ISSUE 3 1061819 11ST PERMIT SUBMITTAL 4 1061819 lHEALTH SUBMITTAL JOB NUMBER ARCH PROJECT* 17-060 �^ DRAWN BY GC —� SHEET CONTENT PARTIAL ROOF PLAN SHEET NO B.O. CEILING AT ORDER AREA +10'-0" A.F.F. OPEN TO SERVICE AREA BEYOND DINING EXISTING FINISH BEYOND o / T.O. FLOOR FINISH +0'-0" A.F.F. EXISTING SIGNAGE THIS PART SKEWED INTERIOR ELEVATION SCALE: 1/2"=1 -0' B.O. CEILING @ DINING AREA +11'-6" A.F.F. - 2r-rYB° -- JOLLIBEE WALL MURAL BY OTHERS o (ADJUST SIZE TO BLOCKOUT WALL I AS REQUIRED) GC TO PUT FLAT aO PAINT UNDER MURAL TP-1 IP-1 M TBD - — I T.O. FLOOR FINISH 1 I I 1 +0'-0" A.F.F. Ll(WB-3 RECEIVED CITY OF TUKWILA PEPMIT CEi''a 1 ER INTERIOR ELEVATION SCALE: 1/2"=1'-0" 2 THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SKU REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHAH HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS, SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION. ARCHITECT GARY WANG & ASSOCIATES, INC. 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL: (626) 288-6898 FAX: (626) 768-7101 http://www.garywang.com STAMP �5��GISTRED_A ROHITECT GARY H. VWANG STATE OF WASHINGTON PROJECT NAME/ADDRESS: Joillobee TUKWILA 1374 SOUTHCENTER MALL, SPACE 374 & 368, LEVEL 1 TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO, DATE DESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE QQ 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL RE IEWED FOR CODE COMPLIANCE A4 PROVED EF Cit i of Tukwila BUILE ING DIVISION JOB NUMBER ARCH PROJECT #: 17-060 DRAWN BY GC SHEETCONTENT INTERIOR ELEVATIONS SHEET NO CEILING @ C I KITCHEN ELEVATION KITCHEN ELEVATION _(�)I SCALE: 1/2"=1'-0" CEILING @ CEILING @ I KITCHEN ELEVATION � KITCHEN ELEVATION � KITCHEN ELEVATION ` O )j SCALE: 1/2"=V-9' `� SCALE: 1/2"=1'-O" CEILING @ CEILING @ THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAN THE PROPERTY OF GORY WANG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORN OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GORY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTRUE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION. GARY WANG & ASSOCIATES, INC. 'a 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL:(626)288-6898 FAX:(626)768-7101 http:/Iwww.garywang.com 12945 `� EGISTERED ARCHITECT �-A ST REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE 0 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL i WED FOR UUECOMPLIANCEI APOROVED --cly0f Tukwjla i G DIViS ------------- JOB NUMBER ARCH PROJECT#: 17-060 DRAWN BY I GC SHEET CONTENT KITCHEN ELEVATIONS SHEET NO THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS Stall CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR RENEW BEFORE PROCEEDING WITH THE FABRICATION, ARCHITECT GARY WANG & ASSOCIATES, INC. 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL: (626) 288-6898 FAX: (626) 768-7101 http:/Nvww.garywang.com �5 EGISTERED ARCHITECT GARY H. WANG VSTAT OF VVASHINGTON Joillob" TUKWILA 1374 SOUTHCENTER MALL, SPACE 374 & 368, LEVEL 1 TUKWILA, WA 98188 REVISIONS t ISSUE DATE NO. DATE DESCRIPTION 1 020719 BID ISSUE _ 2 022519 BID ISSUE Q 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL JOB NUMBER ARCH PROJECT#: 17-060 DRAWN BY GC SHEET CONTENT KITCHEN ELEVATIONS SHEET NO ELEVATION A N ET\ SW MO 12 SHELVINGS SHELVII I GS <; w SHELVINGS SHELVINGS a ORKM s IP-a CH 0 $ O m N EM O rUE7aLl AMPLIFIER O O N CCN DR 1 SERVER 110� 7 7 CAGE o ® CPU I L i ELEVATION B ELEVATION C ELEVATION D CURB O MANAGER'S DESK: MILLWORK BY GC O2 MONITOR AND KEYBOARD O MANAGER'S CHAIR _ ® CCTV MONITOR: GC TO INSTALL — O5 SHELVINGS: MILLWORK BY GC I © FILE CABINET: MILLWORK BY GC ( 0 CPU 12 O FAX MACHINE 600 PRINTER A 5 10 NOT USED 11 SAFE 3 D B 12 DVD PLAYER/AMPLIFIER: G 2 NOTES: 1. IF NOT INDICATED PER ITEM IS CFCI, GC TO PROVIDE BACKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT. 2. INTERIOR CABINET & DESK MILLWORK FINISH TO BE LM-5 EXTERIOR FINISH TO BE LM-t MAIN DATA UPUNK FROM ONT TO GW MAIN DATA UPLINK FROM ONT ORDER ORDER ORDER TO GW MONITOR MONITORMONITOR F------ ETHERNET CAT5E CABLE FEED 2 CABLES2 TO DSL GATEWAY ( UPS I CABLES I RESERVED 4I GATEWAY 1 ❑ ORDER MENUBOARD 1 FOR OTWC I — THERNET CAT5E DATA FEED TO I ( THERNET SW PRINTER DSL DATA FEED TO CUSTOMER 2 GAaUES I ( ONT DEMARC 66 BLOCK CABLES L — — — — — J RTI ❑2 8 PORT OPTICAL ETHERNET FRONT COUNTER GPON/RF SW SPUTTER POS POS POS FIBER 0-8 VOIP LINES 2 CABLES BIOMETRIC -- 4 CABLES AC QUAD PWR JACK CUSTOMER PATCH PANEL ❑ ❑ El ElPOTS ACRONYMS NOTE: DINT — OPTICAL NETWORK TERMINAL 1. BACKBOARD INSTALLED (PREFERABLY PAINTED WHITE) IN UPS — UNINTERRUPTIBLE POWER SOURCE TENANT'S UNIT. GW — GATEWAY 2. AC POWER — QUAD OUTLET WITH DEDICATED 15 AMP POTS — PLAIN OLD TELEPHONE SERVICE CIRCUIT INSTALLED AT TENANT'S BACKBOARD. DSL — DIGITAL SUBSCRIBER LINE 3. TELCOM CONDUIT EXTENDED FROM THE ENTRY INTO THE VOIP — VOICE OVER INTERNET PROTOCOL TENANT'S UNIT TO THE TENANT'S BACKBOARD SW — SWITCH 4. TENANT'S IW (INTERNAL WIRING INCLUDING CAT5E JACK & WIRING) INSTALLED FROM THE TENANT'S BACKBOARD TO EACH LOCATION IN THE TENANT'S UNIT REQUIRING SERVICE. MANAGER'S OFFICE ROUTER WIFI NOTE: 1. SEE PLAN FOR EXACT LOCATION. VERIFY & COORDINATE W/ JOLLIBEE PM. RECEIVED CrTY OF T UKWILA IWi`j � i G PERMIT CENTER THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WRHOUF THE WRITTEN CONSENT OF GARY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDDIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION. GARY WANG & ASSOCIATES, INC. a 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL:(626)288-6898 FAX:(626)768-7101 http://www.garywang.com STAMP �5�� GARY H. WANG STATE GF WASHTNGTON 1374 SOUTHCENTER MALL, SPACE 374 & 368, LEVEL 1 TUKWILA, WA 98188 I REVISIONS / ISSUE DATE ISSUE 131061819 11ST PERMIT SUBMITTAL I 4 061819 HEALTH SUBMITTAL -I JOB NUMBER ARCH PROJECT#: 17-060 r DRAWN BY GC SHEET CONTENT ENLARGED OFFICE PLAN AND ELEVATIONS SHEET NO �'. VERTICAL ILAL WIRE CONNECTIONS SUSPENDED CEILING NOTES: i. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. STRUCTURAL STEEL 2. CEILING GRIDS AND FIXTURES SHALL BE INSTALLED PER THE WOOD FRAMING CONCRETE FRAMING METAL STUD MANUFACTURER'S INSTRUCTIONS. WHERE INSTRUCTIONS OR CONCRETE FRAMING CONFLICT WITH THE BUILDING CODE, THE MORE RESTRICTIVE FILLED METAL DECK SHALL APPLY. 3. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE YAPIL�SU CEIUNG TILE TO ALLOW FOR AT LEAST 1" MOVEMENT IN ALL HORIZONTAL DIRECTIONS. ALTERNATELY, A SWING JOINT IS 1_iJq.^PERMITTED AT THE TOP OF THE SPRINKLER HEAD MIN. EXTENSION. 1/4" CLOSEOVED CEILING CLIP G CLIP CEILING CLIP W/ #12 SHEET EYE SCREWOT PIN W/ SHOT PIN METAL SCREW MAIN RUNNER INTO 1/4 MIN 0 4' O.C. STEEL, OR #12 METAL SCREW CROSS RUNNER 0 2' O.C. 0 NOT HANG O NOT USE METAL DO NOT HANG FROM METAL DECK SCREWS TO HANG FROM WOOD UNLESS JUSTIFIED FROM STRUCTURAL FLOOR OR ROOF BY STRUCTURAL CONCRETE FILLED SHEATHING. ENGINEERING METAL DECK. CALCULATIONS. BRACING WIRE CONNECTIONS STRUCTURAL STEEL W000 JOIST CONCRETE FRAMING METAL STUD BLOCKING OR CONCRETE JOIST OR (4) 12 GA. BRACING WIRES OR FILLED METAL DECK BLOCKING 90 DEGREES APART. 4 TIGHT 2-1/2" ° TURNS IN 3" EA. END. MIN, 2-1/2' EMBED. 2" MAX FROM BRACING WIRES TO STRUT OR CROSS RUNNER. (2) #12 5/16" POST- METAL 6' MAX. 12' MAX. 1J4" CLOSED INSTALLED SCREWS I EYE SCREW ANCHOR (2} #12 (NOTE 1) METAL SCREWS 6' MAX. CONNECT TO TOP FLANGE DO NOT CREATE TORSION (TWISTING) LOADS ON JOISTS, I -JOISTS, OR OPEN -WEB JOISTS, 12' MAX. ADD FILLER BLOCKS AND BLOCKING ADD BRACE TO -- JOIST BOTTOM FLANGE CEILING SUPPORT PLAN CONNECTION NOTES: 1. POST -INSTALLED ANCHORS (WEDGE BOLTS, SCREW ANCHORS, ETC.) SHALL BE ICC APPROVED FOR SEISMIC DESIGN CATEGORY 'E'. SPECIAL INSPECTION IS REQUIRED. SHOT PINS INTO CONCRETE SHALL NOT BE USED TO SUPPORT BRACING WIRES. 2. THESE DETAILS ARE PROVIDED AS EXAMPLES ONLY AND DO NOT ADDRESS ALL POSSIBLE FRAMING CONDITIONS. THE DESIGNER SHALL FIELD VERIFY THE EXISTING CONDITIONS AND PROVIDE ACCURATE DETAILS FOR ALL UNIQUE CASES. SCHLUTER TILE PER SCHLUTER QUADEC FINISH SCHIENE SCHEDULE SUBSTRATE LAMINATE SUBSTRATE OVER ADHESIVE. O WALL LAMINATE WALL TILE TERMINATION TERMINATION ® SCHLUTER LAMINATE TILE PER SCHIENE OVER ADHESIVE. S LUTER FINISH QUADEC SCHEDULE LAMINATE OVER ADHESVE. TILE PER SUBSTRATE FINISH SCHEDULE ...., ,. COMPRESSION STRUT SCHEDULE HEIGHT' EMT OPTION METAL STUD OPTION UP TO 5'-0" 3/4" EMT — 25OT125-33 (20 GA.) UP TO 6'-0" 1" EMT 250TI25-33 (20 GA.) UP TO 7'-0" 1-1/4" EMT 400S137-33 (20 GA.) UP TO io'-0" - 40OS200-33 (20 GA.) FOR LONGER STRUT LENGTHS, BACK TO BACK STUDS MAY BE USED. SEE DETAIL 6f— FOR REAR HOOD " UIJIANUL tll,IW tt•I UUUNU ANU �;KUUIUKt AHVVt. MODNi1NG 12 GA. HANGER WIRE 0 4' O.C. COMPRESSION STRUT & SPLAY WIRES ® AURNS IN EA. END LONG MAIN 3" RUNNERS. 3 TIGHT T 12'-0" O.C. BOTH I DIRECTIONS. I 6 MIN. SUPPLEMENTARY WIRES)) 1 SKEW CONECTED TO FIXTURE I 1 HOUSING. (MAY BE SLACK) 1 --75; -r CEILING TLE 45° TYP. ,-� 8" MAX. 3/4" ,CLEAR RUNNER L WJ t2 LEG r7PERIMETER AT FIXED SIDE ONLY (ONE OPPOSITE WALL) WALL OR SOFFIT PERIMETER OPTION 1 Q UGHT XTURE PROVIDE SUPPLEMENTARY WIRES FOR FIXTURES AS FOLLOWS: • LESS THAN 10 LB: 1 WIRE • 10 LB - 55 LB: 2 WIRES • MORE THAN 55 L8: PROVIDE INDEPENDENT SUPPORT TO THE STRUCTURE. 8" MAX. RUNNER ICC APPROVED SEISMIC CLIP PERIMETER L (7/8" LEG) WALL OR SOFFIT PERIMETER OPTION 2 TYPICAL SUSPENDED CEILING DETAIL SCALE: NOT TO SCALE I V 1101mik Milk STUD @ 16" O.C. BOTTOM TRACK SUBSTRATE (3) 1/2" DIA. KWIK BOLT WITH 3 1/2" EMBEDMENT. TYP. ESR 1917 { @ 6'-0" O.C. 3"X8" METAL PLATE O WALL LAMINATE AT OUTSIDE CORNER © WALL TILE AT OUTSIDE CORNER '� m TILE & LAMINATE TERMINATION DETAIL LOW HEIGHT PARTITION FRAMING WALL DETAIL jj SCALE: 1 "=1'-0" 1 J SCALE: N.T.S. @ END OF WALL FINISH PER SCHEDULE & ELEVATIONS 5/8" GYP. BOARD PER SCHEDULE RAMING PER SCHEDULE 18GA POUSHED STAINLESS STEEL GUARD BY GC AND NSTALL BY GC. N 30TTOM OF GUARD SET )N TOP OF BASE TILES. FOP OF GUARD TO BOTTOM OF CEILING. WALL FINISH T/ (SEE SCHEDULES) — t\ITC[ lEIV SILICONE JOINT SEALANT T "HILT!" POWER DRIVEN PINS M 24" O.C. MAX. TYP. U.N.O. ESR-1663 SLOPE FOR POSITIVE DRAINAGE WALL CORNER CORNER GUARD DETAIL SCALE: 6"=V-0" I V METAL STUD SERVICE FINISH (SEE ELEVATIONS) NOTE: WATER PROOFING REQUIREMENT 8" UP WALL 24' OUT ON FLOOR TYP. SLOPE FOR POSITIVE DRAINAGE '.11/2" IN 24" TV. BASE - SECTION SCALE: 3"=V-0" UNISTRUT SYSTEM TO STRUCTURAL BEAMS. PROVIDE MACHINE BOLT NET & WASHER 3/8"0 THREADED ROD HANGERS, TYP. BY HOOD SUPPLER WELD WE D FRONT HOOD CONNECTION SCALE: 1-1/2"=1'-O" J 2X4 STUD WALL W/ 5/8" TYP "X" GYP. BD. ON BOTH SIDES BLOCKING 3/8"X3" LAG SCREW TO STUD L 4X4X7/4X6" @48" O.C. EXHAUST HOOD SCREW 3" MIN. AiR SPACE MIN. 2—#8 METAL SCREWS— \ 3-5/8" MTL STUD --- 20 O.C. (WH. OCCURS) —�) \ I 5 I l J GYP. BD. CEILING WH. OCCURS PROVIDE MTL STOP & CONT SEALANT @ GYP. BD. CEILING 5/8" TYPE "X" GYP. BD. EA SIDE "HILT[" POWER —DRIVEN PINS @ 24" O.C. MAX. TYP. U.N.O. ICC—ES ESR-1663 — FLOOR FINISH AS SCHEDULED 3-5/8" 20 GA. DIAGONAL BRACING SPACED @ 48" O.C. STAGGERED SEE DETAIL SUSPENDED ACOUSTICAL CEILING WH. OCCURS MTL STUD FRAMING, EXTEND 6" ABOVE CEILING HEIGHT 3-5/8" X 25 GA. METAL STUDS @ 16" O.C. (U.N.O.) "DIETRICH" METAL STUDS, ESR-1166P BASE AS SCHEDULED TYP. NON -BEARING PARTITION - SECTION SCALE: 1"=1' 9' METAL STUDS: DIETRICH LARR #25889 ESR-1166P DIAGONAL BRACING TABLE MAX L. MIN STUD SIZE 7'-0" 3-5/8"X1-1/4"X20 GA 10'-0" 3-5/8"Xt-5/8"X20 GA 12'-6" 3-5/8"X2"X 20 GA 17'-0" (2) 3-5/8"Xi-1/4"X20 GA 18'-6" (2) 3-5/8"X1-5/8"X20 GA 20'-0- (2) 4"Xt-5/8"X20 GA 24'-0" (2) 5-1/2"X1-1/4"X20 GA 26'-0" (2) 6"XI-1/4"X20GA PROVIDE EDGE METAL AT TOP EDGE OF GYP. BD. METAL TOP TRACK R-13 INSULATION WHERE WALL OCCURS BETWEEN CONDITIONED AND UNCONDITIONED SPACE REAR HOOD ATTACHENT SCALE: 3"=1'-O" V CURB OR MILLWORK, ' — WHERE OCCURS NAIL PER STRUCTURAL INDIRECT WASTE PIPING WITH SET FLOOR SINK TO ALLOW TO AVOID SPLITTING, TYP. AIR GAP PER HEALTH DEPT. FOR FINISH PER FINISH PLAN 1/8- 8- SLOPE PER FT. FILL GAP BETWEEN TILE AND FLOOR SINK W/ GROUT CURB OR MILLWORK, WHERE OCCURS VERIFY W/ HEALTH DEPT. INSPECTOR IF ALL FLOOR SINKS MUST BE FLUSH W/ THE FLOOR AS SHOWN OR TO BE SEF ABOVE FINISH FLOOR FLOOR BEYOND —\ 1/8" PER FT. SLOPE D DD Q D✓ p 0 D D D D o� 6 D p p D D D D o p CONCRETE FLOOR SLAB (EXISTING TO REMAIN OR SAW —CUT AND FILL AS NECESSARY FOR SLOPE) 2" I 1' 0" FLOOR SINK WITH BEE HIVE STRAINER PER PLUMBING DRAWINGS �I oho z I-�oo 0 0 0 >oo� 2" FLOOR SINK 3—#8 BRACE SCALE. 1-1/2"=P-0" DETAILS — MAXIMUM 1/2" GRATE OPENING SETDRAIN TO ALLOW FOR 1/2" QUARRY TILE i 1/8" PER FT. SLOPE p 0 P_ m D A p p D 4 p D . D 4 .. p D o FLOOR DRAIN PER PLUMBING DRAWINGS AND SPECIFICATIONS 3—#8 S.M.S BRACE PER DETAILS -- FLOOR DRAIN SCALE: 3"=`!-0 V \\, , I 'I- H- \ 3-5/8" x 20 GA. METAL STUD BRACE AT 48' O.C. ALT. DIRECTION. PROVIDE STRONG BACK WHERE LENGTH EXCEEDS 10'-0" CLIP ANGLE WITH MINIMUM 2—#10 SHT. MTL SCREWS — #10 SHT. MTL. SCREW @ EA. STUD. GYP. BD. WHERE OCCURS METAL STUD WALL ATTACHMENT 2 SCALE: 3"=I' T (E) 2 X WD. SQUASH BLOCKS, TYP. (E) TJI TO REMAIN, TYPICAL ( AA� STRUCT. PERPENDICULAR TO BRACE + -I- 2 X WD. BLOCKING, TfP, RECEITJED CETY OF TUKVVIL€� f;. "? T BO STRUCT. PARALLEL TO BRACE �;) 2 f BRACE CONNECTION SCALE: 14'=1'-0" THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF GARY WANG & ASSOCLATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS, WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHAU. VERIF1', AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDMONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST BE SUBMITTED TO THIS OFFICE FOR RENEW BEFORE PROCEEDING WITH THE FABRICATION. ARCHITECT GARY WANG & ASSOCIATES, INC. 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL: (626) 288-6898 FAX: (626) 768-7101 http:tAwm. garywang.com STAMP 12946n EGISTERED RCHITECT GARY H. WANG STATE OF WASHINGTON REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE Z 053119 CORPORATE REVISIONS 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL JOB NUMBER ARCH PROJECT* 17-060 DRAWN BY GC SHEET CONTENT INTERIOR DETAILS LJ SHEET NO WALL PER SCHEDULE SEE ELEVATIONS FOR FINISH TOP TRACK SCHLUTER SCHIENE FOR TRANSITION Va" TYPE "X" GYP. BOARD ULE FUR -OUT WALL DETAIL 13 SCALE: 3"=1'-0' LAMINATE OVER R" MDF BOARD WAINSCOAT & CHAIR RAIL DETAIL Q SCALE: 3"=1'-O" `7 SEE PLAN SPLASH GUARD - �iF----------- I i I I 6" HIGH j QUARRY TILE / L HILTI ESR 1663010 STAINLESS STEEL COUNTERTOP ON 3/4" THK. PLYWOOD STAINLESS STEEL COUNTER, BY S/S FABRICATOR COUNTER TO BE 34' MAX. HIGH -I AND 36" MIN. z io = I� LONG QUARRY TILE & QUARRY COVE BASE TYP. COUNTER DETAIL __* SCALE: T'=1'-0' JOIST/RAFTERS /— PLYWOOD SHEATHING PER STRUCTURAL / PER STRUCTURAL C—TOP CLEAT—J STL. TOP TRACK o CONNECTED WITH COL CRANTING 2—#8 SCREWS ASSCHEDULED WALL BEYOND, STAINLESS STEEL WHERE OCCURS— SEE PLAN COUNTERTOP ON 3/4" THK. PLYWOOD 3X3 STEEL I TUBE STIFFENER-- — @ 48" 0. . 1" I STAINLESS STEEL 5/8" GYP. BD., ( COUNTER, BY S/S SEE E'_EVATIONS ( I FABRICATOR FOR FINIS ( ( ----- —._—_— 11 ----------- g COUNTER TO BE ( I 400 34" MAX. HIGH ( AN MIN. 3 5/8" METAL v LONG36' STUD QUARRY COVE BA I I AROUND FLOOR SIN 6" HIGH QUA / QUARRY TILE HILTI ESR 1663--' A "( WHERE OCCURS FLOOR SINK WHERE 5/8" GYP. BOAR OCCURS MECHANICAL/ELECTRICAL MEMBER REQUIRING PENETRATION Y4" MIN. OF SELF —LEVELING POLYURETHANE SEALANT 6" MIN OF EXPANDING FOAM INSULATION PRE—MFGR BOOT FLASHING ROOF MEMBRANE OVER INSULATION OVER PLYWOOD DECKING CLOSEST EXISTING TRUSS U—BOLT — TOP AND BOTTOM CONDITION -AT CONDENSER ELECTRICAL LINES JOLLIBEE BACK COUNTER @ PASS THRU - SECTION (� TYP. ROOF PENETRATION DETAIL/ ELEC. LINES I SCALE: 1"=1'-O" `� SCALE: 34'=1'-0" GYP. BD. WHERE OCCURS CONDITION A \ (FRAMING PARALLEL TO PURLIN) JOIST/RAFTERS PLYWOOD SHEATHING PER STRUCTURAL � PER STRUCTURAL N r i METAL TRACK @ 48" O.C. CLIP FLANGES @ EACH END W/ 2—#6 SHARP CREW & OFFICE TABLE 4 ;r,+ POINT SCREWS OR 2-10D NAILS @ EACH END SCALE: 1 1f2"=1'-O" 1 �t ' BENT WEB STL. TOP TRACK CONNECTED WITH 2—#8 SCREWS WALL/CEILING FRAMING AS SCHEDULED I GYP. BD. WHERE OCCURS t I I I I CONDITION B I I— (FRAMING PERPENDICULAR TO PURLIN) FRAMING CONNECTIONS SCALE: 3"=1'-O" 12 0.0 Now waft 4e 3"X3'X1/4" GALV. ANGLE FRAME. r — MITER WELD CORNERS _ ® ® 2 1/2" GALV PIPE WELDED ® ® TO ANGLE FRAME o I ® ® 2 " DIA. GALV PIPE WELDED TO ® ' 4" X 6" X 1/4" BASE PLATE ® STAINLESS STEEL )/2" THROUGH BOLT. ® ' DRILL HOLE IN FIELD TO ALLOW FOR i o ® LEVELING OF PLATFORM ® � I SINGLE PLY ROOFING BOOT OVER SUPPORT POLES —TYP. (2) LAG BOLTS @ ® ® EACH POST _lI 7 \� 110* 400, ®**% i ®® ® wow®®ow' mm ®® ® son® ® ® N R a RFQU7RF SINGLE PLY ROOFING BOOT OVER SUPPORT LEGS — TYP. a GALVANIZED (2) 2"X2" TUBE —STEEL GALVANIZED POSTS WELDED TO FACE OF ANGLE FRAME j 3" X 3" X 1/4" WELDED \ ANGLE FRAME. 1 /'�1 NOTES: 1. CONDENSER RACK IS SLOPE TO ACCOMMODATE SLOPE OF ROOF. ANGLE FRAME SHALL BE LEVEL AT FINAL INSTALLATION. 2. ALL STEEL WILL BE HOT DIPPED GALVANIZED. 3. TOP ANGLE FRAME MUST BE REMOVABLE TO INSTALL PRE -FABRICATED BOOT FLASHING. 4. ALL CONNECTING HARDWARE (CARRIAGE BOLTS, LAG BOLTS, NUTS, WASHERS, ETC) SHALL BE STAINLESS STEEL. 5. CONTRACTOR TO SUPPLY AND INSTALL ATTACHEMENTS/HARDWARE REQUIRED TO MOUNT CONDENSER EQUIPMENT TO FRAME. 6. UNISTRUCT SHALL BE GALVANIZED GALVANIZED UNISTRUT OR SIMILAR BRACKET BY ELECTRICIAN FOR MOUNTING DISCONNECTS FREEZER / COOLER / ICE MAKER CONDENSER RACK DETAILS 4 SCALE: 34'=1'-O" THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHAD REMAIN THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG & ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETNL MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION, I ARCHITECT GARY WANG & ASSOCIATES, INC- d 1000 Corporate Center Dr., SUITE 550 Monterey Park, CA 91754 TEL: (626) 28MB98 FAX: (626) 768-7101 http://www.garywang.com 5 EGISTERED ARCHITECT GAR�WAGI.. STATE O 1374 SOUTHCENTER MALL, SPACE 374 & 368, LEVEL 1 TUKWILA, WA 98188 JOB NUMBER ARCH PROJECT* 17-060 DRAWN BY GC SHEET CONTENT INTERIOR DETAILS PERM11T CENTER GENERAL REQUIREMENTS STRUCTURAL STEEL SPECIAL INSPECTION ABBREVIATIONS 1. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM AND SHALL BE SPECIAL INSPECTION BY A DEPUTY REGISTERED INSPECTOR APPROVED BY THE BUILDING DEPARTMENT SHALL BE A.B. ANCHOR BOLT CONSENT OF THE ENGINEER OR ARCHITECT. FABRICATED ACCORDING TO AISC PRACTICE AND SPECIFICATIONS FOR BUILDING. PROVIDED FOR THE FOLLOWING: (UNLESS NOTED OTHERWISE.) ABV. ABOVE 2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE 2. PLATES & BARS SHALL CONFORM TO ASTM A-36/A36M-05 U.N.O. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING: A/C. AIR CONDITIONING CONTRACTOR AT THE SITE. ALT. ALTERNATE 3. STRUCTURAL SHAPES SHALL CONFORM TO ASTM A-9921A992-06a. 3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN Q AT ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC 4. TUBE MEMBERS SHALL CONFORM TO ASTM A-500, GRADE B (Fy=46 KSI) PIPE COLUMNS ❑ 1. PLACEMENT OF ALL CONCRETE WITH Pc OF GREATER THAN 2,500 PSI BLK. BLOCK AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, SHALL CONFORM TO ASTM A-53, GRADE B. BLK'G BLOCKING AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. 5. WELDING SHALL CONFORM WITH THE LATEST ADDITION OF THE WELDING CODE ❑ 2• BOLTS INSTALLED IN CONCRETE. PRIOR TO PLACEMENT OF CONCRETE AROUND BOLTS. B.M. BEAM 4. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS, AWSDI A-08. USE APPROVED ELECTRODES CONFORMING WITH ASTMA-233. WELDING ❑ 3. SPECIAL MOMENT -RESISTING CONCRETE FRAME. B.N. BOUNDARY NAIL AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. SHALL BE PERFORMED BY CERTIFIED WELDERS APPROVED BY THE BUILDING DEPARTMENT. C CAMBER ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED DEPUTY 4. REINFORCING STEEL AND PRESTRESSING STEEL TENDONS. CENTERLINE 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT OF ALL SUB -TRADES. INSPECTOR, AT THE EXPENSE OF THE GENERAL CONTRACTOR UNLESS .4 PRIOR AGREEMENT IS NEGOTIATED WITH THE OWNER. ❑ 4.1 DURING ALL STRESSING AND GROUTING OF TENDONS IN PRESTRESSED CONCRETE. C.J. CEILING JOIST b. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY b. UNLESS OTHERWISE NOTED, ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE WITH El DURING PLACING OF REINFORCING STEEL AND PRESTRESSING TENDONS FOR ALL CONCRETE REQUIRED TO 4,2 CONC. CONCRETE CONT. CONTINUOUS DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 7/8"0 A325-N. HOLE SIZE SHALL BE BOLT DIAMETER PLUS 1/16'. HAVE SPECIAL INSPECTION BY ITEM 1. D OR d NAIL PENNY 7. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE LOCAL BUILDING 7. ALL CONNECTIONS USING ASTM A325 BOLTS SHALL BE TORQUED EITHER BY TURN OF THE NUT 5. WELDING DBL. DOUBLE CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE GOVERNING CODES AND METHOD OR BY CALIBRIATED TORQUE WRENCH PER AISC. j . 51 CONTINUOUS INSPECTIONS DURING WELDING OF ANY MEMBER OR CONNECTION EXCEPT: DF. DOUGLAS FIR BUILDING ORDINANCES. 8. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER DFPT DOUGLAS FIR 8. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS PRIOR TO FABRICATION. • WELDING DONE IN AN APPROVED FABRICATOR'S SHOP. PRESSURE TREATED ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND OTHER EXCESS 9. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD COME CONTINUOUS INSPECTION IS NOT REQUIRED FOR: 0 DIAMETER MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE. DO REPEAT FRAMING 9. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE IN CONTACT WITH THE PUBLIC. • SINGLE -PASS FILLET WELDS NOT EXCEEDING 5/16" E.E. EACH FACE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. HOWEVER, THE GENERAL 10. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU • FLOOR AND ROOF DECK WELDING ELEV. ELEVATION CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT THE WRITTEN APPROVAL STRUCTURAL STEEL MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL WILL BE EQ, EQUAL OF THE OWNER. PERMITTED WITHOUT PRIOR CONSENT OF THE ENGINEER. • WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEMS. EQUIP. EQUIPMENT 10. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL ALTERNATES ARE 11, GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR GROUTED E.W, EACH WAY APPROVED IN WRITING BY THE OWNER. WITH "FIVE-STAR" NON -SHRINK GROUT OR EQUAL. MINIMUM COMPRESSIVE STRENGTH SHALL • WELDED SHEET STEEL FOR COLD -FORMED STEEL FRAMING MEMBERS -SUCH AS STUDS AND JOISTS E.N. EDGE NAIL BE AS SPECIFIED IN THE CONCRETE SECTION OF THESE NOTES. ALL SURFACES SHALL BE (E} EXISTING 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING PROPERLY CLEANED OF FOREIGN MATERIAL PRIOR TO THE GROUTING OPERATION. • WELDING OF STAIRS AND RAILING SYSTEMS DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE EXT. EXTERIOR STRUCTURE MAY BE SUBJECTED. ❑ 5.2 SPECIAL MOMENT -RESISTING STEEL FRAMES. FLR. FLOOR 12. SEE ARCHITECTS SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, IF APPLICABLE. • NON-DESTRUCTIVE TESTING IS ALSO REQUIRED. F.O.B FACE OF BEAM F.O.S. FACE OF STUD 13. ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE ❑ 5.3 WELDING OF REINFORCING STEEL. FTG. FOOTING DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND F.G. FINISH GRADE SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB -CONTRACTORS OF ANY LIABILITY IN ❑ 6. HIGH STRENGTH BOLTING FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. F.V. FIELD VERIFY 7. STRUCTURAL MASONRY GA. GAUGE 14. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND GALV, GALVANIZED DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE ❑ 7.1 OTHER THAN FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY, DURING PREPARATION AND TAKING OF AND DIRECT THE WORK AND SHALL SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF GLB. GLUE LAMINATED BEAM METHODS. TECHNIQUES, SEQUENCES,,AND PROCEDURES, INC BUT NOT LIMITED REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS, AND HDR, HEADER BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD ELD REPRESENTATIVES OF THE DURING ALL GROUTING OPERATIONS. HORIZ, HORIZONTAL ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES El7.2 FOR FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY DURING PREPARATION AND TAKING ANY INT. INTERIOR OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE REQUIRED PRISMS OR TEST SPECIMENS, AT THE START OF LAYING UNITS, AFTER THE PLACEMENT OFF JST. JOIST ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, AND DURING ALL GROUTING MAX. MAXIMUM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. OPERATIONS. MECH. MECHANICAL THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF - MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN El 8. DURING MIXING AND PLACING OF CLASS B REINFORCED GYPSUM CONCRETE. MIN. MINIMUM ACHIEVING COMPLIANCE WITH CONTRACT DOCUMENTS, DO NOT GUARANTEE N.T.S. NOT TO SCALE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF ❑ 9. DURING APPLICATION OF INSULATING CONCRETE FILL WHEN PART OF A STRUCTURAL SYSTEM. O.C. ON CENTER CONSTRUCTION. OPNG. OPENING 15, THE SHOP DRAWING REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE AFTER THE ❑ 10. SPRAY APPLIED FIRE PROOFING. R.R. ROOF RAFTERS SUBMITTED FABRICATION OR SHOP DRAWING HAVE BEEN AS FOLLOWS: PILING, DRILLED PIERS AND CAISSONS, DURING DRIVING AND CONSTRUCTION OF CASTAN-PLACE DRILLED ❑ I i' REINF. REINFORCING A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE STRUCTURAL PILES OR CAISSONS. R.O. ROUGH OPENINGS CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR AND DRAWING ❑ 12. SHOTCRETE. DURING THE TAKING OF TEST SPECIMINES AND PLACING OF ALL SHOTCRETE. SHOT. SHEATHING CHECKER WITH THEIR SIGNATURES. SQ. SQUARE B. APPROVED AND ACCEPTED WITH TI STAMP FROM THE GENERAL CONTRACTOR AS SPECIAL GRADING, EXCAVATION AND FILLING. DURING EARTH -WORK EXCAVATIONS, GRADING AND El a STD. STANDARD CONFORMING TO THE CONSTRUCTION DOCUMENTS. FILLING OPERATIONS INSPECTIONS ARE TO SATISFY REQUIREMENTS OF THE GRADING SECTION OF THE CODE. SPECS. SPECIFICATIONS T&B TOP & BOTTOM C. CONTRACTOR TO SUBMIT THE DESIRED NUMBER HARD COPIES OF SHOP DRAWINGS ❑ 14. SMOKE CONTROL SYSTEMS. SEE ARCHITECT FOR ADDITIONAL INFORMATION IF REQUIRED. T&G TONGUE & GROOVE PLUS TWO EXTRA SETS TO ENGINEER FOR REVIEW. IF PDPS ARE SUBMITTED THE NUMBER TYP. TYPICAL OF COPIES PRINTED OUT WILL BE CHARGED AT THE CONTRACTORS EXPENSE. THE FULL ' REFER TO 2015 I.B.C. AMOUNT OF THE PRINTS SHALL BE PAID BEFORE THE REVIEWED DRAWINGS WILL BE U.N.O. UNLESS NOTED OTHERWISE RELEASED. VERT. VERTICAL 16. STRUCTURAL OBSERVATION WILL BE PERFORMED BY AN ENGINEER OR ARCHITECT ADDITIONAL SPECIAL INSPECTION ITEMS SPECIFIC TO THIS JOB: WD WOOD EMPLOYED BY THE OWNER. THIS DESIGNATED INDIVIDUAL SHALL CONFORM TO THE W/ WITH REQUIREMENTS AS STATED IN IBC CHAPTER 17. ❑ A VERIFY THAT THE SOILS CONDITIONS ARE IN SUBSTANTIAL CONFORMANCE WITH THE SOILS INVESTIGATION W.W.F. WELDED WIRE FABRIC REPORT. ❑ B. VERIFY THAT THE FOOTING EXCAVATIONS EXTEND TO THE PROPER BEARING STRATUM. SEISMICFACTORS ❑ C. ALL EXPANSION ANCHOR INSTALLATIONS INCLUDING CLEANOUT AND TORQUE TEST. ❑ D. ALL EPDXY ANCHOR SYSTEMS INCLUDING CLEANOUT AND INSTALLATION. ❑ E. PLACEMENT OF ANCHOR BOLTS FOR COLUMNS PRIOR TO PLACING CONCRETE. IMPORTANCE: 1.0 OCCUPANCY: It Ss: 1.457 THE PERMIT APPLICATION SHALL RETAIN A RESPONSIBLE ENGINEER APPROVED BY THE BUILDING OFFICIAL TO Si: 6.548 ENSURE THAT: SITE CLASS: D ALL ELEMENTS OF CONSTRUCTION WHICH REQUIRE SPECIAL INSPECTION ARE INSPECTED BY QUALIFIED SDs 0.979 A' DEPUTY INSPECTORS APPROVED BY THE BUILDING OFFICIAL; AND SDI 0.548 SEISMIC D.C.: D ALL CODE DEFICIENCIES DETECTED AND DEVIATIONS FROM THE APPROVED PLANS ARE BROUGHT TO THE B ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND IF NOT CORRECTED, REVISED DESIGNS TO OVERCOME THE DEFICIENCY SHALL BE PREPARED BY THE DESIGN ENGINEER OR ARCHITECT OF RECORD FOR APPROVAL BY THE BUILDING OFFICIAL: AND WIND FACTORS ALL CORRECTIVE WORK REQUIRED IS COMPLETED IN ACCORDANCE WITH APPROVED PLANS, C' SPECIFICATIONS, AND CITY ADOPTED CODES. OCCUPANCY: 1.0 A FINAL INSPECTION REPORT, SIGNED BY THE SPECIAL INSPECTOR AND THE RESPONSIBLE ENGINEER, IS SUBMITTED TO THE WIND (SPEED): 110 MPH BUILDING OFFICIAL UPON THE COMPLETION OF EACH ELEMENT REQUIRING SPECIAL INSPECTION. THE REPORT MUST WIND (PRESSURE): 11.14 PSF (VARIES) CERTIFY THAT THE WORK WAS IN COMPLIANCE WITH APPROVED PLANS, SPECIFICATIONS AND APPLICABLE CITY CODES EXPOSURE: C INCLUDING ANY AUTHORIZED CHANGES TO THE PLANS. DESIGN LOADS LOCATIONS: D.L. L.L. S.L. ROOF 12.0 PSF 20.0 PSF (REDUCIBLE) 25.0 PSF MECHANICAL EQUIPMENT AS NOTED ON PLANS. ALL LIVE LOADS REDUCIBLE IN ACCORDANCE WITH APPLICABLE CODE. - RECEIVED CITE` OF TUKWILA _, 1 9 o PERIMIT CENTER CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. STRUCTURAL 4 0 Lp A.GH:T ECT,i.E .InEf:RI a divlsbn of Pluno Engineeinq, Inc.- 914 E. KATELLA AVENUE ANAN EIM, CALIFORNIA 92805 P (714) 385-t835 F(714) 385.1834 .ww.MI STAMP \� FtD.A.p� G 34218 �e Foss ONA Li E ENG\�ExP. 03/19/20 2/20/19 PROJECT NAME/ADDRESS: JWI'oob@@ TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL 0-0-0-EL APPROVED %-l%-aIvIPLIANeE- DUILTI JOB NUMBER S.1902030 DRAWN BY CHECKED BY PEI PEI SHEET CONTENT GENERAL NOTES 58.3 58.3 59 59.2 60 61 61.8 12'-0" 7' U' 15'-U 4 -6 I Y -b G4 -U LU -G '1 'I ill E.1 F.8 RECEIVED CITY OF T LIKWILA PEP.d1IT CEi\ITER -TOR TO VERIFY ALL DIMENSIONS AND CONDITIONS START OF WORK AND NOTIFY ENGINEER OF ANY ,NCIES IMMEDIATELY. ;ATES EXISTING CONSTRUCTION. ATES NEW CONSTRUCTION. 4. TRUSS STRENGTHENING PER WAS REQ'D NORTH PARTIAL ROOF PLAN X SCALE Kr 1 �'_ CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. STRUCTURAL R UP. - INEtRic atlivision ct Plump =_r.9ineanny, Inc. 914 E. KATELLA AVENUE ANAHE UA, CALIFORNIA 92805 P (714) 385-1835 F(M) 385-1834 xww.plumpgroup.mm STAMP \� FtD.A.p�� Ci ' Z 34218 �s/NNAL ENS\ EKP. 03/19/20 2120/19 PROJECT NAME/ADDRESS: " NO we TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL FOR ANCE 1 of Tukwila au (VISION JOB NUMBER S.1902030 DRAWN BY CHECKED BY PEI PEI SHEET CONTENT PARTIAL ROOF PLAN 14 GA. MICROHOLD (8 CLIPS TOTAL) (4) #10 TEK SCREWS TO UNIT (4) #12 TEK SCREWS TO CURB 'JST FAN LAN 1NEL PER MFGR. W/ M.B. EA. CORNER DIRT BLOCKING LAN )OF DECK LAN TRUSS PER PLAN DUCT NOT USED 16 NOT USED 12 MICRO HOLD 8 UNIT ANCHORAGE DETAIL 4 ROOF SUPPORT PER PLAN PROVIDE MACHINE BOLT NUT &WASHER HANGING LOAD NOTE: TRUSS STRENGTHENING REQUIRED WHEN LOAD IS NOT WITHIN 6" OF A PANEL POINT AS INDICATED HOOD PER PLAN YOOD SUPPLIER NOT USED 15 NOT USED 11 T TRUSS STRENGTHENING 7 HOOD SUPPORT DETAIL 3 VERIFY CURB DIMENSIONS WITH MECHANICAL CONTRACTOR ROOF TOP UNIT (SEE MECH.) ROOF CURB F-�/ PER MFGR. —I VERIFY CURB DIMENSIONS WITH MECHANICAL CONTRACTOR 1/2"0 A307 M.B. IN) ROOFTOP UNIT BOLTS PER SIDE, (SEE MECH.) I -� ( (E) OR (N) 1/2"OJ A307 12 TOTAL) 8 A (4 BOLTS PER SIDE, DECK PER PLAN - I 12 TOTAL) (WELD TO FRAME OR PREFABRICATED (E) ROOF CURB .µ- (— (E) DECK PER PLAN CURB) PER MFGR. ::-� (WELD TO FRAME (E) ROOF DECK — — OR PREFABRICATED PER PLAN CURB) ANGLE PER PLAN, TYP. L3x3x1lT @DUCT i (E) ANGLE PER PLAN, TYP. -- - - LOCATION AS REQ'D 3/16 TYP' DUCT PER PLAN �I l TRUSS STRENGTHENING PER �j 3/16 TYP DUCT PER PLAN (E) TRUSS PER PLAN PER TRUSS STRENGTHENING —�� J I IN) PS200-2T3 (4 MIN.) 1/2"'j ---(E) TRUSS PER PLAN W/ END M.B. EA. END (E) TRUSS NOTE: ''�_ - _ CONTRACTOR TO --- ENSURE THAT ROOF SEE PLAN NOTE: (E) STUD WALL /� TOP UNIT IS PLACED CONTRACTOR TO l SEE PLAN I NOT USED 1 't ON JOISTS DESIGNATED ENSURE THAT ROOF X FOR SUPPORTING TOP UNIT IS PLACED SECTION "A -A" ON JOISTS DESIGNATED -- H.V.A.C. FOR SUPPORTING 20 GA. MIN. H.V.A.0 BLK'G @ HOOD ATTACHMENT (4) # 10 SCREWS 3/9Yd ALL THREAD RODS @ EA. ANGLE (MIN.) AT EA. CORNER 2 PER LEG SEE L6x3x1 /46" LG. i I (LLH) 2 PER SIDE HOOD PER PLAN RECEIVED CITY OF T IJKWILA PERM11T CENTER A NOT USED 13 UNIT ANCHORAGE4,,!__ UNIT ANCHORAGE 5 HOOD SUPPORT DETAIL 1 SCALE - SCALE - CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. STRUCTURAL a. a tl vision f Plump aEngjn mg, Inc. 914 EKATE LLA AVENUE AIIAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 385-1834 xxw.plumpgruupmm STAMP \� RD.A.p�� L Po y 34218 �Fss DNA LT E F NG\�EXP. 03/19/20 vzons PROJECT NAME/ADDRESS: JWIOobm TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL AP ROVFn 232019 I III DI ViiiON JOB NUMBER S.1902030 DRAWN BY CHECKED BY PEI PEI SHEET CONTENT DETAILS LigFting"Suintiiary� LTG.=SE1Ni Project Info Projact Tnie: JOLLIBE£TUIONLA Date 8/6/2019 Compljance formsdonot Appiicanttnformation. R videcertmofinfamaitmtorindrNdualwhocan respondtoinqufrjesabOUT wimpllenc,farm infbrmathonproNded. For Building Departrnent nice. Company None: PLUMPGROUP rpapssworerdto use. instruct. andcalcrilatFtg cedearearn prdecmd. Company Address: 914 EKATELLA AVE ANAHEM, CA, 92805 Applicant Name: ADE'LPCURSHApF Applicant Efione: 714385.1835 Applcant8m: AP66WAIMF@PSCA.COM Project Description ❑ New Buildng ❑ AddOion Q Alteration ❑ No Lighting Scope I-Ax%UPROJ-StBHfwmfmctudadin envelopefarms work000td wjthlfghtfngoompiart-forms. Interior Lighting System Description Bnetlydescnbe fntenwllgh6ng system Opeanditall es. Q IntencrUghting Plans Induded Interior Lighting Power ❑ BunHirg Area Method O Spece-by-speceMet)md Allowance Method Seractmethadus arMproject. Interior Lighting on E, F AI C405.2.1-C405.2.8 UghthgContms ❑ CA052 Cxceptna S Wrtilnajre Level Lghtng Controls (LLLC) Select masticompliance,fwiighffng comrols. ❑ Additional Efficiency Packageopllon 0406A Enhanced Dgld Lighting Conros Tocanpywith C40B4, -iess than 9011of the total instaltedjMeriorlightjngpowershahcomplywiththe requiredconnal.par C406.4. Dwelling Unit Interior parrrn3nenfiyinstatledintedorigMingfixturasin owNfing-Ma aomprywith: (sQNO D, ailingLighting C 0405.2 Im. 0405.5 Commercial Lghthg Centrals and LPA Units Q C406.3 High Efficacy Lighting C)R404.1 R.1d.tai High Bficacy Lighting.. t>wellingunitligh#ngcompljeswjth t45ECResidanfia/ proWsians in 1 tau of INSEC Commarcet provisions. Exterior Lighting System Description Brietlydescnbe exterialfgMfngsptem type and features. ❑ Exterwrijghting Plains Included Building Additions Compliance Method htetiorighting &taiorfghting Lghthg systems In addition area comply w Ain ail applicable provsions as astand alone new construction project ❑ ❑ Referfo Sacb'on C5022.6twaddtiona! requiremarks Lighting systemsnaddRcn are emonstratecomhaxie - building ii}hting systemsta demonstrate conpience ❑ ❑ Addiffonfsco mbfir edwf th existing: For inferiorlghlirn2projacts, include naw+existing-e-mmaininten0riightingFixture, wattage inPropos Lighting Mttel table 1, LTG-IM-BI-Dor LTG-JNT SPACEtorm. Fweztarjorlighthgprojeds includenew+existing4o-remainextarjorlighfingfixturenvaftagein PropasedTradabieandFir pasadNon-DwilableLighting Waita,7afabt�jnLTG-EXTfrnm, . • • •. 2015 Washington State Energy Code Compliance Forms far Comncre l Buildings including R2, R3, R4 over 3 stories and ail Fit Revised Nov 2017 Project Tide: JOLUBEETUKWILA I Data 8/6/2019 The for- hi; information is necessary to check. permit application fa wr praneewdh the fighting, Mwcr, and Electrical requirements In the Appicabilly Location in Building Department (yes,no,na} Code Sedtion Component Ccmplance nformatio n required in perrhAdocuments Documents Not- indicate method of automatkcontrd-vacancy or captive key NA C465.2.5- Haeifnatd guest control of ail installed luminaires and switched receptacles in SHEET ES00 lem 3 roans gvestroan Indicate method and location ofautomatic shut-off vacancy NA C405.2.5- Supplemental task control for supplemental task lighting, including under-shelfw SHEET E400 Remo uPubt+p9 under -cabinet lighting indicateonplans.091benon-usualIghtngappho.hans, SHEET. 6400 include sq. ft. area of Each lighting control zone; Indicate an plans that non -visual lighting we controlled NA C405,25- Lighting far non- independently, from both general area fighting and atha fighting SHEET E4m it- 5 visual applications applcatons within the same space; Indicate method of manual lighting control and applicable SHEET Si00 autonaHc Ightng central n 51111 an plans that lighting equipment far sale a demonstrator are controlled Independently from both general SHEET 6400 CA05.25 _ Lightng equipment area lighting and other lighting applications w ilhn the same NA kon6 for sale a sPace; demonstration hdkate. A of manual lighting ca od and applicable _. SHEET s m automatic lighting contrd dently on plans egress fKlures thatfunction as both normal SHEEP 6400 and emergency means of egress Elumination; fB'ovkle calculation of fighting power denmly of total egress SHEET E400 0405.2.5- Means of egress lighting; - Yes ffem7 fighting If total egress lighting pow at density Is greater than 0.02 W/sql ft, indicate on plans egress forams requiring autamatfo shut- SHEEP 647 off during unoccupied pariods; Indicate method of automatic shut -of contrd SHEET E400 Indicate on exterior lighting plans and future schedules the autanafic fighting central method, control sequence, and SHEET EtOO locations served; For bulding facade and landscape fighting, indicate automatic controls shut off lighting as a function of dawn/dusk and fixed SHEET E400 NA C405.27 Blanc, fighting opening/closing time; Controls For all other exterior lighting, Indicate autorratb controls shut off Ightng as a function of available daylight; include control sequence that also reduces fighting power by at least 307, SHEET Elm between 12am6wl or from 1 hour after dosing to 1 hour before opening, or based upon nmtbn senses For building grounds futures greater than tom w as, Indicate NA C405.5.1 &terror building grounds lighting an plans whether fixtures have efficacy greater than 80 SHEET &im Controls lumens or; are Controlled by motion sensor, or are exempt Ightng par C405.52 Indicate I.C.11 (s) of master control swlch(es) intended ro Cisted Area cantrds - control multiple independent switches; circuit breaker nay not SHEETSIM Yes a5 after Master antral be usd as a master conrd sw itch; C405- C4052,7) sw lanes and clrcutt Pal a, liml Verify thatno20artgn c'ucu/contra0d bye smite switch ar SHEE76400 automatic central Is loaded beyond 80% ADDITIONAL EFFICIENCY PACKAGE OPTION - ENHANCED DIGITAL LIGHTING CONTROLS To complywith addmbnaleffcency packageord a, indicate an plans ail interior lighting futures that are individually SHEET Bill addressed and providd wIh confeuous dinmhg. or Enhanced dil exception taken; NA C4064 lighting control Include calculation of percent total installed interior fighting power that is camgurd w ith required enhanced Ighting SHEET Eie() contrd funa5ons (min 94%to Cortply willl additional efficiency package ptkrn) Project Titte: JOLLIBE3 TUKWILA Date 8/6/201§ Change of Space Use ❑ Existing interior fighting systems in areas under -going a change an space use ar-figraded to -Tables comply w IIh LPAs forthe new space types per C405.42(1) orC4054Y(2). Memilyinteriorspaaes r.quinngLPD apgradeto fhecurrantCodein PropasdLighting WaHagetabA9ln LTG-INT-BLD orLTGJNT-SPACEform. Interior and Exterior Lighting Power hterioriigh5ng Parlang garage &tenor lighting Lighting Alterations 50% or nore ofexisting are replaced Q ❑ ❑ SelectatlLightingPoxerand Lighting Controtetementsthatapplyto the scope axis re Less than 50% of 9 are replaced ❑ ❑ ❑ of the retrafd project lfpraject includesa Lamp anchor bwastrepiacementonly- ❑ ❑ ❑ Corrdrmationofspacesufrare less than 50%ofthe existing flxtumes am replacedin existing total wattage notincrereed some sp..minfacedard in rmore oft, fixt others then 50%ormore replaced- Total lightingpower ofnew+existing-to-remain fixturesshagcomplywith total w.vidsarereselightn provfdaseparete Gghtfngpowsr LFA per Sections C405.4.2 wxfC405.5:2. Include new +existing4o-remainfixturesin PhposedLigr• Compliance forms forthe two Namefit Weill table in LTG-INTALD, LTG4NT-SPACEmLTG-EXTfamr. conditions. Spaces undergoing thasame Less 7han50•I replaced -Total lighting paRrallnew+existfng.fo-remain fixtures shall not mosedthe type of retrofit maybecombinedintoone fatellighf7ngpowerpriortoaRera6on. Jnctudenew+existing-t-rematnf, tN-in Mr Proposed Lighting lighffngpoewcompfience form. Wattage, table in LTG-INTBLD, LTG4NT-SPACEmLTG-EXTfwm. 50% threshold applies to numberoffumirall hariMariorspacesandpadringgarages, andtest Raferm Section C503-6foradditfonaf instalfedwattageforexfadorluminaras. mquMernents. Lighting Controls interior lighting Parting garage Exterior lighting AN atteratumlightjngcontrah shafba New w idnginstalled loserveadded c-ClafanedperC408.3. fixtures andiorfaturesrelocated tonew Q ❑ ❑ circuit{s) New ormoved lighting panel ❑ ❑ ❑ interior space is reconfigured- ❑ lurtina"a$ unchanged ormlocated only New wiring orcimuit-Forinterialighting, provide required manual eontrolsper C405.2.3, occupancy sensorcontrolsparC405.2.1, dayfightresponshe controtsperC405.2.4andapplication specif7 ifghting Commh,pwC4O52.5. Forextenartightfng,proNde requiredcontraspar C405.2.7. - No changesarebeingmade to ❑ the imerjororextericrilighdttg Newormovedpanal-Provide aflapplicable lighting contmisasnotedfor New Wiringandautomesto systems andexjstingapace fimeswilch cantroJsper C405.22. usesandconfigumtionamnof Reconfiguredinterforspace-Plewde all requiredijghting contrdsthalapptytoa new iMenorspace. changed. Appticationspecf6clighfingcomroipmvisbnsperC405,2.5donotapplytomonfrguredspacm 2oi5 Washington State Fergy Code Compliance F.- fa Commercial Buildings i,dding R2, R3, R4 over 3 stories and aE R7 Revised Nov 2017 Project Title: JOILLISEETUKMELA Joel. 8/6/2019 The follow ing nformetbn's necessarytocheck. permit ppication foreonpiancewitht8eighting, motor, and electrical requirements in the Applcablly Location in Building Department {yes,rro,na) Code Section Corrponent Cotptiace information required h permitdocurnam, Documents Notes INTERIOR LIGHTING POWER & EFFICACY Include all lumnares in lighting fixture schedule; indicate future types, sees, bolas, and m nufactwer's rated w atts per SHEET E400 facture; Total connected Identify spaces eligible fa lighting power exemption on plans SHEET 6400 Yes 4054 7 interior and in compliance forms indicate the exception appled; Identify fighting equipment eigbe fa fighting power exempton in fixture schedule and in complance fortis; indicate the SHEET E400 040.542 power exception applied; Indicate that exempt lighting equipment sin addition to general SHEET ME, was righting and is contrdicd Independently Yes C905.3 Exl sins ndcate location of exit signs an plans and rated w aft per SHEET Woofixture in righting fixture schedule (rrraximam 5wafts per side) 9 high efficacy exception is applied to permanani installed Lighting indwarng fighting fixtures indw ailing units, indicate in lilting future ��0'1 units - lane efficacy schedule ITlwrl In fortunes are high efficacy par R404.1. $11121 E400 Calculate percentage of fixtures with high efficacy lamps in project (Mn 75%to comply with excepton). Interior Lighting Power Calculation -indicate compliance path taken Complete required coptence fors -proposed wattage per C405.4.2.1 Building Area Method building area does notexceed maximum allowed wattage per SNIT 6400 building area; identify locations of building areas an plans Complete required compiance forms -total proposed wattage Yes Cl Space -By -Space does not exceed maxtnum allowed wattage; identify locations SHEET 6400 Method of space types on plans, including retail display areas, lobby art & exhibit display areas, and aeling heights as applicable ADDITIONAL EFFICIENCY PACKAGE OPTION - REDUCED INTERIOR LIGHTING POWER DENSITY To comply w ill additional effmi ncy package pdw, Reduced fighting derronstrate n..Mr . forms that total connected Interior Yes C4m.3 powerdensity lighting wattage is25%I.ss than the total maxirmum allowed SHE�i' E400 Ightng wattage via Building Area Method Or Space -By -Space Method Far project with dwefing units, to comply with additional Reduced lighting efficiency package option indicate In lighting fixture schedule K HA 0406.3 fir it pow pow er delfing nsity hy - tarps In Interior f wes have efficacy rating of 60 tmns par SHEET WO arp waft a Mae. Calculate percentage of futures w lh lamps that efficacy have this efficacy rating (min 95%to Coply w itin option) EXTERIOR LIGHTING POWER & EFFICACY Include ail luminaires in lighting ful schedule; indicate fumre s balass and manufacturer's rated w ats per types, tarp . P SE4tET E400 fixture; Identify exterior applications eligible fa lighting pow er Total connected NA Cl exterior Ighting exemption an plans and in corpiiance form; indicate exception applied; SHEET MO paver Indicate that exempt -farfa fighting is, controlled independently from non-exempt exter"arightng; include exception claimed SHEET E400 for each fixture or group of futures under exception category NA Table Exterior lighting zone Indicate building exterior Ightllg zooe as defined by the AHJ SHIFT S OO C405.52(, ) Exterior building For building grounds fixtures rated at greater than im w arts NA C405.5.1 grounds lighting that are cam ying based an efficacy, indicate rated larp SHEET E400 effeacy, (in tureens par w a8) in future schedule Exterior lighting Complete required compliance form -proposed wattage for NA C405.5.2 powwcalculadwe exterior Righting plus base site slowed does not exceed SHEET F400 maximum allowed interjor=Lighting - Spall y=Space Method, LTG=INT-SPACE" Project Trtie: JOLLIMETUKV4ILA Data 8/6/2019 Calculation Arean-a 0 New Construction o Abnd oboe O Addition © aear s +ex Q Spneswhere<50%of 0 land 0 Spaceswherethe Use luminaires memplaced bmirems..,.placed Is Changing(CS05) For Building Deparment Use LPA Calculation Type Q Standard C) Addfional FSfelencyPackage0ptfan O Clear 0408.3 Reduced interior Lighting Fbw fir TO-ptywith C406.3,th.Prop..dLPO shaitbe25%lowerthanthe TargMLPA. Pretoria C40&3foradditianat raquirarronts. �ar(,(pte Maximum Allowed Lighting Wattage none, Location (plan If, room#) Space Type Cal HeghinrnE2 Cross interior Arearnft2 Allowed Watts per fir Wads Allowed (w atWft3x area) KITCHEN Food preparation 039 0.790 663 NANAGDYS CTFCE Office: Enclosed 52. 0.690 46 Tota[Arxal 891 Retail DePlaY Ali -once from LTG-PtT-DSFLAY Lcbb AWEchibit Display Allowance from LTG-NIr-DISPLAYt1eTE8 AllowedWatts -716 Y Location p#i' #. I Future Description NOT "Cri NFahpres (FiztureNOner 1fi ILEDAIAET4TBAR42W 1 13 1 42 546 HNAGES R 5W 2 25 50 t®BIBE2'2 TBA 2 -7� Total Proposed Watts mayndexceed Total Allowed for lmederLighting Total proposed Wefts I bs6 interiorLig tingPowerAllowance COMPLIES 2015 Washington State Energy Code Corgpleme Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all Fit Revsed Nov 2017 JOLUSEETUKMLA jDale 8/6f2019 The form trig information is necessary recheck. permit application forcompliancew Hh the lighting, motor, and a ectricairequaements in. the Appikabliy tocatian n Buildng Department (yes,no,naj Code BECL., Component Oampiiance infortnatbn required in permit documents Wcuments Notes LIGHTING ALTERATIONS Mere_ 50% of existing luminaires in interior specials) or parking garage we replaced; indicate compliance path (building area or space -by -space method); include al new and existing- SHOT FA06 te,ramain luminaires incompliance fwm(LTGINT-BLDor LTG NTT SPACE); indicate proposed fghfng wattage does not Interior and parking exceed traxanumallm ad per compliance path Yas C503.6 garage tghfng Whom <50% of existing nminaaes in interior space(s)or future aherations parking garage are replaced; indicate foist existing righting - wattage in each space prior to a0erathn; include all new and SHEET E400 existing-to-reman luminaires in LTGINT-SPACEform, indicate proposed total fighting w allege in alteration area does not exceed total existing lighting wattage prior to alteration more >_ 51 of existing exterior fighting w allege Is replaced; include all new and existing-to-remdn luminwres inLTGEXT SHOT E400 farm; Indicate proposed total exterior fighting wattage does not exceed maxlnum allowed C503.6 Exterior lightingNA +Moore<50% of exntingextwior fighting wattage is replaced; fixture alterations indicate total existing hghthis wattage prior to alteration; include all new and exsthg-to-rem M luminaires h LTGEXTfew SHEET E400 educate proposed total exterior Fighting wattage does not exceed total existing w article prior to alteration Mare new w ireg is installed to serve new Interior luminaires and for luminaires are relocated to a new circuit indicate Yes C503.6 Interior fighting wrung Ighting controls are provided (as applicable- manual SHEET E400 anemtions (C405.2.3); Occupancy sensor (C4052.1 ); daylight responsive (C4052.4); specific application (C405.2.5), -9 signs (Cl Exterior lighting Where new wiring is installed to serve new exterior luminaires NA C503.8 wiring atteratbns and tot luminaires are relocated to new, cuomk hdkate SHEET E400 exterior lighting controls are provided (C405.2.7) _ Where a new righting panel's installed or an existing panel is L4Ming panel Moved (all new meow ay and conductor w king); indicate Yes C503.6 alterations lighting controls are provided (as appicable)- samme provisions SHEET B400 as wring alterations; time switch controls and manual light reduction controls (0405.2.2) More Interior spaces) creconfigured(p-meInenry installed Yes C5036 interior space walls or ceiling-heght partitions); Indicate lighting controls are SHEET E400reconfguralion provided (as applicable) - same provisions as lighting panel alterations Identify exsting luminaires being upgraded w it bulb and / or Yes C5042 Lighting repairs ballast replacement; indicate future alteration does not SHEET SM in easeexsth faturewatta e 9 9 Id fif s .c.a an plan. where the building area ear Y P P 9 type., space use type is being changed fram one type to another per SHEET E40D Tables C405.42(1) or (2) Yes C505.1 Change of space hdicate Compliance path (building area or space -by -space use method); include al new and ex'nfing-to-remain luminaires in compliance fans(LTG-INT-BLD or LTG-INT-SPACE); indicate SHEET E400 proposed fighting wattage does not excel maximum aloes d per compliance path RECEPTACLES - identify all controlled and unaontrdld recptacles on electrical plans n each space in w Man they are requited; include SHEETFAm C receptacle confgured.. such as spacing between controlled and uncontroled, duplex devices, etc; Yes C405.t0 efiumed reCepfaetas Indicate an plans whether the method of automatic contrd for each.-hiciiled receptacle zone is by occupantsensor or SHEET 6400 programmable tare-ofday control • •. III A 2075 Washington State Energy Code Conplanc , Forms for Commercial Buildings Including R2, R3, R4 over 3 stories and all RI Revised Nov 2017 Project Title: JOLUBEETUKWLA Date 8/6/2019 The folm ing informatcn is necessary to checkapemd application forcomplareew M thelghting, root", and electrical requirements in the Washington State Energy Code,Commercial Provisions. Applicabily Location in Binding Department (yes,no,na) Code Section Component Compllance information required in Permit doruma e, Documents Notes LIGHTING CONTROLS - Lighting controls, Foralighthgfmturas,indicatefghtmgomtrolmethodonplms Yes Cl general for spaces and lighting zones) sewad, or exception taken SHEET EA00 Linnaeus, level Indicate on. plans ail futures provided w ith LLLC in lieu of Yes C405.2 fighting contras 04052 lighting controls; provide description of control SHEET E400 (LLLC) capabliiesandperformanceparameters Fa parranenffy mstaked lighting fixtures in dwelling units, NA C4051 Lighting in dwo fng Indicate fighting central method on plans far spaces and units fighting zone(s)served, or demonstrate compliance w ith high efficacy exception indicate an plans the method of manual fighting control C40S.2.1.1 (whether combined with occupancy sensor, automatic light lCl Yes C4O52.2.2 Manual controls reduction, daylight responsive or specific application controls), SHEET E400 CAOS2A location of manual control device and area or specific C405.2,5 application 8 serves Gi052.2.1 interior light Indicate indicate an plans which method of manual 50% lighting food Yes C405.222nuai reduction controls I, provided, a whether righting load is reduced via SHIFT Elm .3 C4052 occupancy sensors or daylight mapansve contrd. - hdicate on plans the method of autotic shut-off control during unoccupied periods (Occupancy sensor, tine switch a SHEET E400 Method of automatic dgilal toner ser rich) for oil Fighting zones; Yas CA05.22 shut-off control indicate locations where automatic shutoff is provided by other Methods (occupancy sensor or digital tamer sw 8ch)or SHEET 61m which time se, Itch control exception applies dicate on plans the spaces served by Occupancy sensors; SHEET raw C105.2.1 Occupancy sensor hdkate whether occupancy sensor cordsos are configured to Yes C405.2.1.I amtrols be manual -on, automate 50%-on, or serve a space eligible for iN SHEET Elm autona6a IBM— per exception Occupancysensw indicate we, aways and pen areas in warehouse spaces NA C405.2.12 controls - provided w M1h occupancy sensor controls that reduce fighting SHEET SM warehouses power by 50% Yes 0405.22.1 Autwerho irre indicate locations of override sw itches an plans and the SHEET Ill sw itch eantros fighting zori .-d, Include area sq. ft C405.2A Engitai timer switch India digital timer switch control includes: Manuel adaff, SHEET EAm time deny, audible and visual Indication of appending Cme-out indicate primary and secondary, edeligfitdaylghtzone areas SHEET SM an plans, include sq. ft.; C405.2.42 Wight zones- indicate tpight daylight zone areas an plans, include sq. f.; SHETSIOL vertical fenestration, assemblies Oct opening less Ii C405.2.4.3 Sidelight ad taillightsmall then 10 percent of primary daylight zOne) whom daylight SHEET64m responsive controls are not required, provide fenestration daylight ' ht zone calculation s area to () Y Indicate an plans lighting zones) served by daylight SHEET E400 respalsive controls; identify sidelight and tpi'ghtdaylghtzones that are not provided with daylight sensing controls and theexceptian(s) SHEET Etm NA C405.2A Daylight responsive that apply; indicate anplans the fighting load reduction method - cantrds continuous d mroang, a stepped dirreming that provides at least SHEET EM two even steps East... 0%-100% of rated pan er, Indicate that daylight sensing controls are configured to SNB:T'64m completely shut off al com died fights, In the fishing zone Additional Controls- dentify spaces and!'ghtng ftttures on plans that require NA C405.2.5 Spain Cni SHEET E400 specific application lighting controls per the section s fighting cptrols' Indicate an plans thatdsplay, and accent lighting, and display C405case Os and accent lighting are controlled independently from both general FAM NA Rem 1&2 Rem 1S2 frogplay fighting ar.a lighting and other lighting applications wilhh the same space; Indicate manual and automatic fighting coned method 2015 Washington State Energy Cade Compliance Forms for Commercial Buildings including Fl Ii R4 over 3 states and all RI Revsed Nov 201E JOLUBEETUKIMIA Date 8/6/2019 The follow its information s necessary, tocheck a pearl application for compliancew In thelighthg, motor, and electric a] requirements in the Applicapliy LOcatnn in Building Dip Ft (yes,no,na) Code Secfen Coponent Capm lan.. infoation required in permit docunreMs tbcurnents Notes MOTORS, TRANSFORMERS, ELECTRIC METERS, INTERIOR TRANSPORTATION NA C405.6 Beatrice] holude. electrical transformer schedule an dactdcai plans; SHEET 61m transformers sfors indicate transfamer size, efficlsncy, or e%.option taken Drr el"ng unl Indicate an electrical plans that each dwelling unit inGroup R-2 NA 0445.7 dactrcal energy has a separate electrical energy meter SHEET 61m consumption Electric motor Include all motors, including fract onal hp Maws, in electric NA m'8 efficiency motwschedule on electrical plans; ndcate hp, rpm, rated SHEET rdm affcency, or exception applied Far luminaires ineach elevator cab, provide calculated .,.ageefficacy of Combined futures that Indicates efficacy SHEET E400 is not less than 35 lumens pa w aft; - aft - Indicate fated watts per cfm for elevator cab ventilaticn fens ISHEET Eiim NA C405.9.1 Sevatorcabs do not exceed 0.33 watts par Cho; nitrate automatic controls thatde-energize lighting and ventilation fans when elevator is stopped and unoccupied for SHEET E4m a period of 15 minutes OF Mae Escalators and Indicate escalators comply with ASMEA17AIC&A B44; NA C405.9,2 movirgwafks automatic controls are configured to reduce operational speed SHEET 66m tothe miareart permitted w her not le use N0. CA05.8.3 Regeneratve dome Indicate all ono -way, dow In a reversible escalators are - SHi£t'64m provdd wOR a Valuable frequency regenerative drive DOCUMENTATION AND SYSTEM REQUIREMENTS TO SUPPORT COMMISSIONING (Cx) hdcate that all elecfcal systems (recptacles, transfwmws, motors, vertical and hortiontai transponall fa which the SHEET Elm WSSO requires control functions and / or confguratro , to Scope of electrical perform specBio functions are required to be commssfoned; Yas C408.3 power and ightng Where fatal Wldag fighting lead s>20IrW,wwhere total ,Yale-. . fighting load of luminaires requiring daylight sensing and I a occupancy Control >10 kW, indicate that all automatic lighting SHEETS1m cwdrd systems are required to be Cammissioed; a provide building fighting pow er calculation demonstrating eligibility fa exception' Indicate Cx requirements it plans and specifications for ail SHEET him applicable electrical and lighting control systems per C408; Include general summary w ith at minimum t ems 1 thru 4 of the 0405.13 Cammsscning Cx plan parC408A 2 including: narrative description of 04m i 1 requirements acttvlies, maponsbllies of the rat team, schedule of activities SHEET E400 Yes Yes C408.1.2 conshuetibn nClud-ing vatncatbn of project close out documentation per - C08.1.42 4C103 documents C143.6, and aanfiCt of interest plan (if required); S Include in general summary that a CA project report or Cppiance Checklst(Fgure C408LIA2) shall beco plemd SHEET EIm by the Certified Cx Frafessionaland provided tothe owner prior to the final electrical Inspection Functional Identify in plans and specifcarors iha,teaded p-. of ail Yes C408.3.1 performance tasting equipment and controls during at modes of operaboh, including SHEET E400 criteria interfacing between Max, and existing-to-ratnan systems PROJECT CLOSE OUT DOCUMENTATION Indicate in plans that projectelose out documentation is Project close art of required ncludin VJSt�I' hmn co liznee farms and e9 9 g 9 Mp. Yes C103.6.3 idocumentation calculations that document al interior and exterior lighting area SHEETE400 requiremods and I or surface types, fighting power allow antes and installed densities If "no" is selected for any question,. provide explanation: RECE)V CITY OF TU SEP 0 5 PERMIT CE End of Lighting, Motor & Transformers Permit Documents Checklist D WILT 019 ITER v v v v v v v v v v v v v v v v v v III INDOOR LIGHTING COMPLIANCE SCALE: NONE 1 CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS, THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS, MEP 4 0 • Q� s a ti vision of PlurnpEngineer,ng, Inc. 914 E. KATELLA AVENUE ANAHEIM. CALIFORNIA 92805 P (714) 385.1835 F(714) 315-1834 >H+Tkoxitna n STAMP pRD.A.p WAS//tiG�A p c� 34218 4 PFF�S T E NA L Fall 03/19/20 PROJECT NAME/ADDRESS: Jalown TUKWILA, WA SPACE 372 & 368 LEVEL 1. WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 1 020719 BID ISSUE 2 022519 BID ISSUE 053119 CORPORATE REVISIONS _& 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL 2 071119 IMECHMICAL CORRECTIONS 3 071919 ELECTRICAL CORRECTIONS 4 07 71RWZRTQWR1ICTIONS 5 L P 232019 JOB NUMBER MEP # 1901069 eDRAWN rBYrnn,,n CHECKED BY PEI PEI SHEET CONTENT INDOOR LIGHTING COMPLIANCE