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HomeMy WebLinkAboutPermit D19-0092 - VIRTUAL SPORTS - INTERIOR REMODEL INCLUDING NEW BARVIRTUAL SPORTS 17600 WEST VALLEY HWY EXPIRED 08/08/2021 D19-0092 Parcel No: Address: ��^�«x ^�� Tukwila *~�~� x�n o K�nxmm�oa Department of Community Development 63OOGouthoenuyrBoulevard, Suite #1OO Tukwila, Washington 98188 Phnne:3OG'431,367V Inspection Request Line: 20G'430'93SO Web site: hup://wxmw.Tuk"vi|aVV4.nov DEVELOPMENT PERMIT 2523049017 17600 WEST VALLEY HWY Project Name: VIRTUAL SPORTS Permit Number: D19{8]92 Issue Date: 8/12/2019 Permit Expires On: 2/8/2020 Owner: Address: Contact Person: Name: Address: Contractor: Address License No: Lender: 101MONTGOMERY5T#200^SAN CLOVERS[MULER Phone: (425)8854300 83D3l}8THAVE N[#288'REDMOND, VVA'9D052 ^'' VIRTUAL SPORTS Address 17600VVVALLEY HVVY,TUKVV|U\WA, 98188 Expiration Date: DESCRIPTION OF WORK: AN APPROXIMATELY 7754 SF INTERIOR REMODEL OF AN EXISITING TENANT SPACE INCLUDING NEW BAR AREA, KITCHEN, LIGHTING AND SEATING AREAS. THE ROOMS AND AREAS IN THE SPACE WILL NOT BECOME A DIFFERENT USE AND THE WORK WILL NOT AFFECT PARKING REQUIREMENTS. Project Valuation: g55'00000 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type ufConstruction: UB Electrical Service Provided by: TUKVV|LA Fees Collected: $1,876.51 Occupancy per IBC: A3 Water District: RENTON Sewer District: RENTON Current Codes adopted bythe City mfTukwila: 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: VVACities Electrical Code: vVACZ96'46B: Code: Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signat re: GArb.JQ Date: U'17'19 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditi ns attached to this permit. r Signature: Date: Print Name: G��� C-Cc This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 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: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less, (IFC 906.3) (NFPA 10, 5.4) 5: Portable fire extinguishers shall be provided within a 30-foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.12.5) 6: Maintain fire extinguisher coverage throughout. 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: 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) 10: 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) 11: 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) 12: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit hardware. (IFC 1010.1.10) 13: 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) 14: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 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) 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) 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), 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. 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) 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) 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 ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 26: 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 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) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 29: ***BUILDING PERMIT CONDITIONS*** 30: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 31: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 32: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 33: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 34: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 35: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (1-800-325-6165 ext 9-566), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 36: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 37: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 38: 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). 39: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 40: 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. 41: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 42: Since sewer service is provided by the City of Renton, the applicant shall submit plans to Renton for determination if an inside grease interceptor/trap can be used. If Renton determines that an outside grease interceptor is needed permit from City of Renton shall be obtained. 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 0406 SUSPENDED CEILING CITY OF TUKNQA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pert No. Project No. Date Application Accepted: 0,3 (6 /j 1 Date Application Expires::, //e904 9 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** Site Address: 17600 W VALLEY HWY Tenant Name: VIRTUAL SPORTS PROPERTY OWNER Name: TERRENO 17600 WVH LLC Address: 101 Montgomery St, Suite 200 City: San Francisco State: CA Zip: 94104 CONTACT PERSON — person receiving all project communication Name: Clover Schuler Address: 8383 158th Ave NE #280 City: Redmond State: WA Zip: 98052 Phone: (425) 885-4300 Fax: (425) 885-4303 Email: clover@magellanarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: N/A Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: 252304-9017 Suite Number: Floor: 1 New Tenant: ❑ Yes ® .. No ARCHITECT OF RECORD Company Name: Magellan Architects Architect Name: Pedro Castro Address: 8383 158th Ave NE #280 City: Redmond State: WA zip: 98052 Phone: (425) 885-4300 Fax: (425) 885-4303 Email: pedro@magellanarchitects.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 perRC� ' ,W 1-19.27.095). Name: V t1( 6, Address: i I-Qoo V t( Vxv\il - City: ici State:{. ,A. Zip: �1 H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT NFORMATIOr 06-43I-3670 Valuation of Project (contractor's bid price): $ OOP 5-5"/.o ©Q Describe the scope of work (please provide detailed information): An approximately 7,754 SF interior remodel of an existing tenant space including new bar area, kitchen, lighting and seating areas. The rooms and areas in the space will not become a different use and the work will not affect parking requirements. Will there be new rack storage? (J Yes Existing Building Valuation: $ N/A 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 112,893 7,754 0 0 IIB A-3 2nd Floor 3rd Floor Floors tru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered. Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑....... Yes j No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ® Automatic Fire Alarm ❑ None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ® No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets, SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 1 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 hh Page 2 of 4 PUBLIC WORKS PERMIT INFOCATION — 206-433-0179 Scope of Work (please provide detailed information): N/A Ca11 before you ]Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District # l25 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View 0 .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation. ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ .... Hold Harmless — (SAO) ❑ .... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public 0 Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I l.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 OWNEROR AUTHORIZED AGENT: Signature: c Print Name: Tessa Shorett-Jackson Mailing Address: 8383 158th Ave NE #280 Date: 03/20/2019 Day Telephone: (425) 885-4300 Redmond WA 98052 City State Zip HAApplicationsTorms-Applications On Line \ 2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 hh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water '�. 600 Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $250 (1) 5. Enter total excavation volume Enter total fill volume cubic yards cubic yards Use the following table to estimate the grading plan review fee. Use the eater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.19 t,ORRE TION CITY ©F TUti yILA tTR# JUL 10 2019 PERMIT CENTER Interior Lighting - Space -By -Space Method 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R , R4 over tones and a I TG-iNT-SPACE 20 Project Title: Calculation Area NOTE 9 Virtual Sports Lounge & Restaurant (10 Spaces where < 50% of .'"" luminaires are replaced 0 Addition - stand alone Spaces where a 50% of 0 Addition + existing luminaires are replaced LPA Calculation Type 0 Standard 0 Additional Efficiency Package Option C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. ODF CO or BuiIdiAfr JUL 24 2019 City of Tukwila BUILDING DIVISI Maximum Allowed Lighting Wattage ""E CE Location (plan #, room #) Space Type Height "-- 2 Gross Interior Area in ft2 Allowed Watts Allowed Watts per ft2 (watts/ft2x area) RECEIVED TY OF TUKW JJL 10 Olg PERMIT CE Total Area Retail Display Allowance from LTG-INF-DISPLAY Enter Total Existing Lighting Watts (prior to Alteration) Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAY NOTE 8 Proposed Lighting Wattage CORRE AUTT LTR# 9138 9138 Location (p)an #, room #) Fixture Description NOTE 4,5,6 Number of Fixtures Watts/ Fixture NOTE 7 • Watts Proposed 1st floor High Bay flourescent ligting 27 128 3456 ist floor 8LED track lighting 11 75 825 1st floor Pendant flourescent Lighting 6 96 576 1st floor recessed LED 2x4 lighting 13 26 338 1st floor LED pendants 12 9 108 1st Boor 1x4 LED linear pendants 5 26 130 1st floor Decorative LED pendant 1 26 26 1st floor Surface mounted LED light 3 9 27 1st floor LED Strip Lighting 360 3 1080 Proposed Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 6566 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru t Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, anctballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast Information. Note 5 - For fighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6- Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter th a er of the attached luminaire wattage or 50 Alnta R - nhhv Art/Frhihit Alinwanna is inrianandant nf the Mavirnurn Athwart inhtinn Waff n watts/lineal foot, or enter the wattage limit of permanent current limiting device. A R Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,876.51 D19-0092 Address: 17600 WEST VALLEY H Y Apm 2523049017 1,876.51 Credit Card Fee $54.66 Credit Card Fee R000.369,908.00.00 0.00 $54.66 DEVELOPMENT $ ,769.00 PERMIT FEE R000.322.100.00.00 0.00 $1,056.97 PLAN CHECK FEE R000,345.830.00,00 0.00 $687.03 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.O0 TECHNOLOGY FEE $52.85 TECHNOLOGY FEE R000.322.900,04,00 0.00 $52.85 TOTAL FEES PAID BY RECEIPT: R17206 $1,876.51 Date Paid: Wednesday, March 20, 2019 Paid By: JAY BERGEVIN Pay Method: CREDIT CARD 09588G Printed: Wednesday, March 20, 2019 2:05 PM 1 of 1 SYSTEMS CO TUKWIL4 ETK4KIT 6200 5OUTMCENTE8 BLVD TUKWILA, WA 98188 286'433'I878 CITY OF TVKwzL4 Date: 83/20/2019 02:05:13 PM CREDIT CARD SALE VISA CARD NUMBER: ***^******3036 K TKAN AMOUNT: $1'875.5I AppnOvxL [D: 09588G RECORD #: 000 CLERK ID: Laurie Thank you! Customer Copy Permit Inspections City, of. Tukwila ;:ir.o:0 ts a44,. Permit Number: D19-0092 Applied: 3/20/2019 Approved: 7/24/2019 Issued: 8/12/2019 Finaled: Status: EXPIRED Parent Permit: Parent Project: Details: Description: VIRTUAL SPORTS Site Address: 17600 WEST VALLEY HWY City, State Zip Code:TUKWILA, WA 98188 Applicant: VIRTUAL SPORTS Owner: TERRENO 176001ANH LLC Contractor: OWNER AFFIDAVIT - BRIAN DELLER AN APPROXIMATELY 7754 SF INTERIOR REMODEL OF AN EXISITING TENANT SPACE INCLUDING NEW BAR AREA, KITCHEN, LIGHTING AND SEATING AREAS. THE ROOMS AND AREAS IN THE SPACE WILL NOT BECOME A DIFFERENT USE AND THE WORK WILL NOT AFFECT PARKING REQUIREMENTS. rc INSPE TIONS SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS EMERGENCY LIGHTING Bill Centen Notes: FRAMING Bill Centen Notes: GLAZING Bill Centen Notes: LATH GYPSUM BOARD Bill Centen Notes: SUSPENDED CEILING Bill Centen Notes: BUILDING FINAL** Bill Centen Notes: SPRINKLERS BEN HAYMAN Notes: SPRINKLER COVER BEN HAYMAN I I Notes: Printed: Thursday, 26 August, 2021 1 of 2 r1 SUPERION Permit Inspections City of Tukwila FIRE ALARM BEN HAYMAN Notes: FIRE FINAL BEN HAYMAN Notes: Printed: Thursday, 26 August, 2021 2 of 2 rk suPERioN 0 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 5, 2020 Brian DeIler 17600 West Valley Hwy Tukwila, WA 98188 RE: Request for Extension #1 Permit Number D19-0092 Dear Mr. Deller, This letter is in response to your written request for an extension to Permit D19-0092. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through August 8, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D19-0092 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 1-30-20 Building Official: RECEIVED JAN 3 0 2020 DEVELOPMENT We are requesting a permit extension for permit #D19-0092 (Virtual Sports - 17600 W Valley Hwy). We were unable to begin our project prior to the holiday peak season for our business and needed to wait until after the new year to begin. The project will begin in the next 30 days. If you have any additional questions, please feel free to call at 425-359-5280. Best - Brian DeIler Managing Partner Brian@virtualsports.net Request for Permit,Extercion # Current Expiration Date: Extension Request: Approved for / days Denied (provi I I i yxp.anut.on) Signature/Initials City of Tukwila Department of Community Development 1/2/2020 CLOVER SCHULER 8383 158TH AVE NE 4280 REDMOND, WA 98052 RE: Permit No, D19-0092 VIRTUAL SPORTS 17600 W VALLEY HWY Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 2/8/2020. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 2/8/2020, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 1D.1,{ BiII Rambo Permit Technician File No: D19-0092 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development 8/5/2019 CLOVER SCHULER 8383 158TH AVE NE #280 REDMOND, WA 98052 RE: Permit Application No. D19-0092 VIRTUAL SPORTS 17600 W VALLEY HWY Dear CLOVER SCHULER, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 3/20/2019, 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 9/20/2019. 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, J Ka dace Nichols2 Permit Technician File No: D19-0092 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Joanna Spencer From: Joanna Spencer Sent: Thursday, July 18,2O19437PN To: [LOVER@MAGELLANAR[H[[E[T5.OJK4 Cc: Rmoreno0DRentonwa.gmv;Holly Powers; Bhanne8annwarth;Joanna Spencer Subject: FVV:VIRTUAL SPORTS Lounge and Restaurant @176OOVVVALLEY Hwy D19-OO92 Good afternoon Clover, Since sewer isprovided 6«the City ofRenton, please submit plans toRenton Development for review, sothey can determine type of the grease interceptor ( outside or inside) is required to be installed. |'U keep the plans at my desk until | get Renton'sdecision. Best, JOANNA SAUCER Development Engineer Tukwila Public Works 6]OOSouthcenterBlvd, Suite 1OO,Tukwila, VVA98188-2644 Phone: 20643I-2440 Fax: 206431-3665 From: Michael ABenoit <Mbenoit@Rentonwa.gov> Sent: Wednesday, July 17,JO192:44PW1 To: Joanna Spencer ^JoannaSpencer0DTukwi|aVVA.gov> Cc: 8rianneBannxvaMh<BBannxxarth@Rentonvva.guv>;Holly Powers <HPovxers@Ren1onvxa.gov>;Richard Moreno <Rrnorgno@Rentonvvg.gov> Subject: RE: VIRTUAL SPORTS Lounge and Restaurant @176ODVVVALLEY Hwy D19'DO93 Hi Joanna, The applicant will need to submit their proposal to City of Renton Development Services for review. Based upon the proposed uses and fixture counts, they may be required to install a grease interceptor or interior grease traps may be sufficient. /fagrease interceptor isrequired Renton would permit under sewer. |finternal traps are needed, wewould defer tothe Tukwila building / plumbing permits. Michael A. Benoit Project Manager Wastewater Utility City ofRenton CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments orclick City of Tukwila Department of Community Development April 10, 2019 CLOVER SCHULER 8383 158TH AVE NE #280 REDMOND, WA 98052 Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0092 VIRTUAL SPORTS - 17600 W VALLEY HWY Dear CLOVER SCHULER, 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: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMI1-IALS: (Min. size 11x17 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. Please note: * Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. Self-contained "plugin" coolers or freezers (appliance type) shall not require a mechanical permit. * A separate mechanical permit shall be required for the type I hood installation. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PW DEPARTMENT: Joanna S at 206-431-2440 if you have questions regamprog these comments. • 1) Water service is provided by the City of Renton, however there is lack of cross connection control for the domestic water service. Applicant shall contact Mr. Mick Holte, Renton Cross -Connection Control Program Manager, phone 425-430-7207 and obtain a permit for installation of a Reduced Pressure Principle Assembly (RPPA) outside the building. If the RPPA is to be installed inside the bldg. mechanical room, it will require a Tukwila Plumbing Permit. Please contact Mr. Mick Holte directly to resolve the cross -connection issue. 2) • 1) Water service is provided by the City of Renton, however there is lack of cross connection control for the domestic water service. Applicant shall contact Mr. Mick Holte, Renton Cross -Connection Control Program Manager, phone 425-430-7207 and obtain a permit for installation of a Reduced Pressure Principle Assembly (RPPA) outside the building. If the RPPA is to be installed inside the bldg. mechanical room, it will require a Tukwila Plumbing Permit. Please contact Mr. Mick Holte directly to resolve the cross -connection issue.2) The City requires grease interceptors on all buildings where food preparation occurs. Grease interceptor shall comply with Appendix H of the Uniform Plumbing Code and shall be three compartment, double baffle per attached City of Tukwila Standard Detail SS-14. Grease interceptor plans shall be prepared, signed and stamped by a WA State licensed professional engineer. Please submit construction cost estimate for grease interceptor installation and enter the amount on page 1 of the attached Public Works Bulletin A-2. 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. Permit Technician File No. D19-0092 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0092 DATE: 07/10/19 PROJECT NAME: VIRTUAL SPORTS SITE ADDRESS: 17600 WEST VALLEY HWY Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Pr-3 ALL.. -01-161 Building Division di 5 NO '1 Public Works Fire Prevention n Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 07/11/19 Structural Review Required REVIEWER'S INITIALS: DATE: Li APPROVALS OR CORRECTIONS: Approved Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: S Cte-r-S. DUE DATE: 08/08/19 Approved with Conditions Li REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping E PW LII Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0092 DATE: 03/20/19 PROJECT NAME: VIRTUAL SPORTS SITE ADDRESS: 17600 W VALLEY HWY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: A CatiR Building Division 4/1 Public Works "AN NIL 44-) 61 Fire Prevention 111 Structural P .2)-2-244 Planning Division Permit Coordinator 1111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/21/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews P Approved with Conditions Denied (ie: Zoning Issues DUE DATE 04/18/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAI Departments issued corrections: ED: UV./ ‘° Bldg 6* Ping El Staff Initials: 35 12/18/2013 r City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D19-0092 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: VIRTUAL SPORTS Project Address: 17600 W VALLEY HWY Contact Person: Summary of Revision: (fr Phone Number: 42c- of,05- 43 RECEIVED CITY OF TUKWILA JUL 14 0 2019 PERMIT CENTER Sheet Number(s): j D • "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: l— Entered in TRAKIT on 0-t W:Wermit Center (Rachelle)\Forms \Permit Center Documents (Word)\Revision Submittal Formdoc magnm. ARCHITECTS Introduction of Post Issuance Changes Plans Examiner: Jazzel Salazar Phone: Permit Number: D19-0092 Project Name: Virtual Sports TEL 425-885-4300 FAX 425-885-4303 8583 158th Ave. NE, #280 R.-droond, WA 98052 magellanarchitcc-ts.com Contact Person: Clover Schuler Project Number: 18-047 Date: July 8, 2019 Phone: 425-885-4300 Per your Correction Notice dated April 10, 2019 Building Department: 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). Response: See attached King County Health Dept. approval letter. 2. Please note: * Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. Self-contained "plugin" coolers or freezers (appliance type) shall not require a mechanical permit. * A separate mechanical permit shall be required for the type 1 hood installation. Response: See notes added to Sheet A0.1 under deferred submittals section. 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. Response: A 2015 WA Energy Code Lighting summary was provided during the initial submittal. We have re -printed it and attached it. PW Department: 1) Water service is provided by the City of Renton, however there is lack of cross connection control for the domestic water service. Applicant shall contact Mr. Mick Holte, Renton Cross -Connection Control Program Manager, phone 425-430-7207 and obtain a permit for installation of a Reduced Pressure Principle Assembly (RPPA) outside the building. If the RPPA is to be installed inside the bldg. mechanical room, it will require a Tukwila Plumbing Permit. Please contact Mr. Mick Holte directly to resolve the cross -connection issue. Response: Mick Holte was contacted and the RPPA will be installed inside the building_The plumbing sub -contractor will submit for permit. TIECEIVEO CITY OF TUKWILA CORRECION LTR# b 9--oo9 z JUL 10 2019 s' Virtual Sports — D19-0092 Allak k..11 10 July 2019 Page 2 of 2 City requires grease interceptors on all buildings where food preparation occurs. Grease interceptor shall comply with Appendix H of the Uniform Plumbing Code and shall be three compartment, double baffle per attached City of Tukwila Standard Detail SS-14. Grease interceptor plans shall be prepared, signed and stamped by a WA State licensed professional engineer. Please submit construction cost estimate for grease interceptor installation and enter the amount on page 1 of the attached Public Works Bulletin A-2. Response: The kitchen plans have been revised to show a grease interceptor requirement. The plumbing subcontractor will prepare the required drawings and submit for permit as a deferred submittal. They will also size the grease interceptor accordantly. See filled out Public Works Bulletin A-2. I trust that the above responses will be sufficient to complete the review of this project. Should there be further questions or clarifications needed please do not hesitate to contact me directly at 425-885-4300 or via email at clover@magellanarchitects.com. Sincerely, Clover Schuler Magellan Architects CORRECTION ����o x" u�- v��o� Environmental Health Services Division *n1ndhAvenue, suite1zoo P�°bl~K` Health Seattle, wwe��Vw-zyza Seattle &King County 206-263-9s66 pmx2u6'2oh'0zV9 lTYRelay: 71x ww~.mngp`unty.gwVhea|m June 11.2O1B Clover Schuler Magellan Architects 8383168*Avenue NE#2BO Redmond, WA 98026 425-885-4300 Transmitted via electronic mail and US Mail Rs PLANS AND SPECIFICATIONS FOR: Virtual Sports, 176O0 West Valley Highway, Tukwila, WA 98188 Dear Mr. Schuler: ' The plans and specifications for the proposed new project. has been reviewed and, inaccordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED and subject tnthe following conditions: ^ Aadiscussed, will need hocollect mnadditional $2220O.since it was determined that this ksa new project and not mremodel. ° Hot water generation and distribution systems must be sufficient to meet the peak hot water demands throughout the food establishment. ° All prep sinks, espresso machine, and ice machine must be indirectly plumbed. Plumbing systems must be designed, constructed, and installed according to law (applicable local, state, and federal statutes, nagu|oUono. and ordinances). ° No changes to layout, menu or scope of service shall be made without Health Department approval. Your establishment has been assigned the following plan review service number (SR,1425472). Please use this SRnumber inall 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. Complete anapplication for the annual operations permit ifyou donot have a current permit. Include acopy ofthis letter when applying for the annual permit. Please call rneprior hopaying for your permit toverify the correct fee amount and process. Please boadvised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a pre -operational inspection approval. Contact me at 206-263-8531 at least one week in advance toschedule apre-operational inspection. 8esure all other inspections (p|umbing. building, etc.) are done before you call the Health Department for an inspection. This approval letter only addresses the equipment, plumbing fixture locations and finishes. Itdoes not include piping, grease traps, back flow prevention or other piping systems. 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 inthe City of Seattle must go to Seattle Department of Construction and Inspections (SDCI) hucheck if abuilding permit }srequired, Operating the establishment without these required it IEJ) epprovo|smaysubieotthe operator/owner tolegal action bythe appropriate ogenniem� If the U�7��K����K� �� eotabUmhmentioopenedwithouttheHemithDepe�mantpne'ope�diona|inspection.itrnaybaoU�ec[ho-' ' - ' -' JUL8��� �`w� �~ ��,o �q---00q IT CENTER Page 2 Virtual Sports-SR1425472 closure. Failed pre -operational inspections will require a $444.00 fee ($222.00 per hour after two hours) for a repeat inspection. Please be aware that additional hourly fees will be charged if the total plan review and pre -operational inspection goes beyond the base four (4) hours for this proposed new operation. An invoice will be sent to you after the pre -operational inspection and must be paid immediately. Please also be advised that, once your plans are approved, you will be charged for a plan resubmittal fee of $222.00 per hour should you decide to subsequently change the equipment floor plan. Contact your local building department or water district if pre-treatment facilities are required when wastewater contains more than 100 parts per million by weight of fat, oil or grease of animal, vegetable or mineral petroleum origin. If you have any questions, please do not hesitate to contact me. Thank you for your compliance in this matter and I look forward to working with you. Regards, John Shin, 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 1100 Seattle, WA 98104-1818 Direct: 206-263-8531 Email: John.Shinkinocountv.gov JLS Enclosures Cc: Brian Deller, Owner Berhanu Alemayehu, Health and Environmental Investigator !VIA LIT iu VT10 ii111112 "INIFOP 0 CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplanPci.tukwila.wa.us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: I q•-• 60 9 ")-- STATE OF WASHINGTON) ) ss. COUNTY OF KING states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number J, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under ate law in any decision to engage an unregistered contractor to perform construction work. s K vom.m11, Ip (pi 121268 c, c: 0 i).14#41$`294," iiitsmote• Op itosV‘ Ilivomms.$• Owner/Owner's Agent* Signed and sworn to before me this TARY PUBLIC in a Residing at , 5'./ 3 S 35"/ Name as commissioned: Wt,hingt9,ftry , County cAticiae My commission expires: 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical:trainee meeting the - requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and ithmediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. . Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. ... w J 1111 011151U.111 3 i � '„„."..,✓' :, ..._. .d L I . �• x� T �":fi; o-... s �' �:� T .£�.T, 4,r `xx,Y r� ,"" ` r. �:�� " :�:.. 5"' . ," `"� ,4" r;�' B' 't',�w;a. w^ - -r ��:. .4. `, t�>i,. •�,nS a� .;. ,:,, . +,�.nSi.. ,k„ '. ..�'. � ,. t ? , "F �yF: . n .,,:. '� '` �r . Y..z. ..,. ..,, .. ,>•.. ,.. ,.,. x.. ::,,.: ae. .. ,M .u... a,.,a Y,+. 4,,,. e. u. .4 .. i ,,. ., ..'T' r,x.. ,,,, z,.0 tl,.*n t.4�. tx °t l i THE GENERAL CONTRACTOR (GC) SHALL BE RESPONSIBLE FOR VERIFYING EXISTING FIELD CONDITIONS AND COORDINATING ALL DETERRED SUBMITTALS THE GC'S SUBCONTRACTOR(S) SHALL BE RESPONSIBLE FOR VERIFYING COMPLIANCE WITH LOCAL AUTHORITIES AND ALL CURRENT CODES, REGULATIONS AND REQUIREMENTS. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SMALL RENEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL MECHANICAL & PLUMBING: 1. THE MECHANICAL & PLUMBING WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE OC SHALL SUBMIT VAIN THE BID A PROPOSED HVAC AND PLUMBING DRAWING THAT COORDINATES WITH THE ARCHITECTURAL. DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. 2 THE GC'S MECHANICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY MECHANICAL PERMITS 3. THE WS PLUMBING SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY PLUMBING PERMITS _____ ________ _________ (4. SEPARATE MECHANICAL PERMIT SHALL BE REQUIRED FOR: COOLER, FREEZER, WALK-IN COOLER AND FREEZERS, ].I - AMBLED AND HARDWIRED. SELF-CONTAINED -PLUGN" COOLERS OR FREEZERS (APPLIANCE TYPE) SHALL NOT ( REQUIRE A MECHANICAL PERMIT. ((� 5. SEPARATE MECHANICAL PERMIT SHALL BE REQUIRED FOR THE TYPE I HOOD INSTALLATION. ELECTRICAL: 1. THE ELECTRICAL WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WITH THE BID A PROPOSED ELECTRICAL DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS 2 THE GCS ELECTRICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY ELECTRICAL PERMITS. FIRE PROTECTION/FIRE ALARM: 1. THE FIRE PROTECTION & FIRE ALARM WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WITH THE BID A PROPOSED FIRE PROTECTION DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. 2 THE GCS FIRE PROTECTION SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY FIRE PROTECTION PERMITS '" 'tl� F rAL TUKWILA, WA 98118 REVISIONS No c!:ar saes snail be ^,ade to the scope Of work wnnout D, C: apnrcval of the Tukwila Budding Division, NOTE: Revisions will reouire a new Dian submittal and may include additional plan review. CAE ERAREFERENCE SITE PLAN A REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHED- AND GORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. B. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL GOVERNING BUILDING CODES AND REGULATIONS. THE CONTRACTOR STALL BE RESPONSIBLE FOR ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE CODES AND REGULATIONS. C. ALL WORK MALL BE PERFORMED IN STRICT ACCORDANCE TO THE ARCHITECTS CONSTRUCTION DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS WHICH DO NOT MEET BUILDING CODES AND CONSTRUCTION STANDARDS. D. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS, OR BETWEEN THE PLANS AND SPECIFICATIONS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. E. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND PIPING BEFORE BEGINNING WORK. F. THE GC SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOSY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, NOSY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE G. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. H. GC SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECTS APPROVAL GC SHALL PROVIDE SHOP DINGS AND PRODUCT DATA FOR ARCHITECTS APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). 1. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE J. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE GC SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING ARCHITECTURAL ABBREVIATIONS SYMBOLS: COL COLUMN JT/JES JONT,JONTS RDNF REINFORCING 0 AT DONC CONCRETE L LONG, LENGTH REQ'O REQUIRED & AND CONT CONTINUOUS LAM LAIINATE, LAMINATED RF RUBBER FLOORING L ANGLE CONSTR CONSTRUCTION LF LINEAR FOOT, UNEAL FOOT RR RESTROOt CENTER LINE CONTR CONTRACTOR LW LICIT YACHT RD ROUGH OPENING © COPYRIGHT CPT CARPET LVL LEVEL ROW PUDIC NIGHT OF WAY DEGREE CT CERAMIC TILE MAS MASONRY SAM. SELF ADHESIVE MEMBRANE 0 DIAMETER OF DRINKING FOUNTAIN MAX MAXIMUM SCHED SCHEDULE - EQUAL DS DOWNSPOUT M.B.S. METAL BUI ONG SUPPLIER SC SOLID CORE > GREATER THAN DWG DRAWING MGT MARMOEUM COMPOSITE TILE S SQUARE FOOTAGE < LESS THAN EA EACH MECH MECHANICAL SG SAFELY LASS NUMBER NUMBEPERCEITAtE OR ELEVATION, ELEVATOR MEZZ MEZZANINE SIT SHEET 7. ETEC EJ ELECTRICAL MANSON JOINT III MFG METAL MANUFACTURING SIM SPEC SIMILAR SPECIFICATION i PWS/WNUS EQ EQUAL MFR MANUFACTURER SQ SQUARE It RATE EXIST EXISTING MH MANHOLE SS STAINLESS STEIL EJ EXPANSION JOINT MIN MINIMUM SANITARY SEWER ABBREVIATIONS: EXP MANSON ME MISCELANEOUS SID STANDARD ARE AVERAGE OOLONG ELEVATION EXT UIBRIOR M.O. MASONRY OPENING STL STEEL A/C AIR CO GONER FC.LC. FINISH BY CONTRACTOR MR MOISTURE RESISTANT STRICT STRUCTURE, STRUCTURAL ADJ ADJUSTABLE, ADJACENT INSTALL BY CONTRACTOR MID MOUNTED SUSP SUSPENDED ADMIN ADMINISTRATION ID FLOOR DRAIN MTG MOUNTING SYS SYSTEM AFF ABOVE FINISH FLOOR FDN FOUNDATION RIG NOT IN CONTRACT T TEMPERED, TREAD, TOP AFG ABOVE FINISH (BADE IT FINISH FLOOR MOM NOMINAL T&B TOP & BOTTOM ALUM ALUMINUM F.OLO. FORMED BY OWNER INSTALLED BY TUTS NOT TO SCNE TEL TELEPHONE ANOD ANODIZED ova OC ON CENTER TEMP TEMPERED APPROX APPROXIMATE FEC FIRE EXBNGUISHER CABINET O.H. OVERHEAD T&G TONGUE & GROOVE ALT ALTERNATE FO.I.C. FUR NiSH#D BY OWNER, OPP OPPOSITE TIC TEW90 LASS ASH AUTOMATIC SPRINKLER RISER INSTALLED BY CONTRACTOR 0/ OVER T.O. TOP OF AVG AVERAGE FPHD FROST PROD' HOSE BIBB PERP PERPENDICULAR TYP TYPICAL OFF BELOW FINISH FLOOR FRP FIBER REINFORCED PANELS) PL PLATE, UTL UTILITY BFG BELOW FINISH GRADE FTG FOOTING P-LAM PLASTIC LAIMAIE U.O.N. UNLESS OTHERWISE NOTED BD BOARD GA GAUGE PLUMB PLUMBING VCT VINYL COMPOSITION TILE BLDG BUILDING GALV GALVANIZED PNL PANEL, PANELING VERT VERTICAL B/S BUILDING STANDARD OC GENERAL. CONTRACTOR PROJ PROJECT, PROJECTED W/ WITH B.O. BOTTOM CT G.P GYPSUM LATH &PLASTER PRV PRESSURE REDUCING VALVE W/o WITHOUT BOT BOTTOM GWB GYPSUM WALLBOARD PT POINT W-MAT WALK OFF MAT BTW BETMI N H HIGH, HEIGHT QT QUARRY TILE WP WATERPROOF CB CATCH BASIN HB HOSE BIBB QTR QUARTER WR WATER RESISTANT C.I. CAST IRON HM HOLLOW METAL R RADIUS WRB WATER RESISTANT BARREN CIP CAST IN PLACE HOIZ HORIZONTAL RD ROOF DRAIN WT WTRTIT CJ CONTROL JOINT, HT HEIGHT RL RAIN LEADER WWII WELDED WISE MESH CONSTRUCTION JOINT HIR NEATER RECD RECOVED WMT WELDED WINE FABRIC CMU CONCRETE MASONRY UNIT INSUL INSULATION REF REFRIGERATOR, REFERQNCT Y.C. YARD DRAIN CONSTRUCTION, CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. K. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECTS APPROVAL, AND AT NO ADDITIONAL COST TO THE OWNER. ALL REPLACEMENT MATERIALS REWIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. L MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY USTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REWIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REWIRED SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WALL BE ACCEPTED. M. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE GC SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE FILL ALL HOLES AND VOIDS IN FLOORS WALLS AND CEILING'. WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. N. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE RENEWED AND APPROVED BY OWNER. THROUGH CONCRETE SUBS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE -TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVER CUTTING TC A MIN.. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES: MATCH ADJACENT EXISTING WORK, REVISION NO. ROOM NAME (TITLE BLOCK SHOWS REV. DATE) ROOM NAMEk--ROOM NAME INDICATES REVISED AREA - ' ROOM NO. XXX S.F. ( ROOM AREA rXiN-DETAIL NO DESICNARON SHEET THAT DETAIL IS SHOE 01 X BLDG. SECTION NO. EQUIP. SCHEDULE KEY SHEET THAT SECTION IS SHOWN CASEWORK D1L N0. � SHEET N0. >C WALL SECTION NO. SHEET THAT SECTION IS SHOWN WALL TYPE NO, TIONTYPE KEY A INTERIOR M. N0. WALL WALL TYPE LLETTERD �- WALL ORIENTATION 1�_ DATUM POINT ITT SHEET THAT INTERIOR EIEV. IS C SHOWN +8'-0" A.F.F<­ CEILING HEIGHT TRUE NORTH ACT Cq!ZL G FINISH COLING TYPE PROJECT NORTH 9.5 GRID DESIGNATION ❑1 SHEET KEY NOTE DOOR SCIEDI1tE KEY (OW". TO 1U4:12 ROTE SLOPE AND DIRECTION KEY ROOM NO. WHERE DOOR OCCURS) 101A DOOR SUFFIX D{EAIC LINE SYMBOL V WINDOW SCHEDULE KEY MATCH LINE -ATpi LI ARCHITECTURAL: AO.1 COVER SHEET AND SITE PLAN A02 IOC/ANSI GENERAL CODE NOTES AO3 GENERAL CODE DETAILS AO.4 EGRESS PLAN AND CODE SUMMARY A0.5 BUDDING PLAN AD21 DEMOLITION PLAN A21 FLOOR PLAN AD22 DEMOUTIGN COUNG FLAN A22 REFLECTED CEILING PLAN A71 DOOR SCHEDULE A9.1 INTERIOR DETAILS K-1 FOOD SERVICE EQUIPMENT PLAN K-2 EQUIPMENT PLAN K-3 ELECTRICAL ROUGH-I11 PLAN K4 PLUMBING ROUGt-IN PLAN K-5 WALL BACKING PLAN K-6 UNDER StAO ROUGH -IN PLAN SEPARATE PERMIT RE UIRED FOR: (0 Mechanical [� Electrical Plumbing LEI Gas Piping City of Tukwila BUILDING DIVISION UAM TENANT: ARCHITECT: VIRTUAL SPORTS MAGELLAN ARCHITECTS 17600 W VALLEY HWY 8383 158TH AVE NE, STE 280 TUKWILA, WA 98118 REDMOND, WA 98052 PH: (425) PH: (425) 885-4300 PM CONTACT: BAN DELLER FAX: (425) 885-4303 RECORD ARCH: PEDRO CASTRO @ PM CONTACT: CLOVER SCHULER INFORMATION SHOWN FOR REFERENCE PURPOSES, ONLY. SITE PLAN FROM GOOGLE MAPS 2018 clover@mogellonarchitects.com FILE PccrmltNo. � V) Plan review approval Is subject to errors and omissions. Approval of construction documents does 01 authorize the violation of any adoraea code or ordinance Receipt of approve fela Copy and -tpropons aged: By. Date: 14 —1 — E Cnv of T-11a BUILDING DIVISION LEGAL DESCRIPTION: 329.85 FT OF GL 7 LY BET PST & P R/W & CO RD LESS ST HWY PARCEL NUMBER: JURISDICTION: SECTION/TOWNSHIP/RANGE- PROPERTY NAME: YEAR BUILT/STORIES/BLDGS ON SITE: OCCUPANCY GROUP CLASSIFICATION: CONSTRUCTION TYPE/CLASS- EXISTING AREA CALCS. AND CONDITIONS: i 252304-9017 CITY OF TUKWILA SW-25-23-4 TERRENO 17600 WVH LLC 1986, 2 STORIES, 1 BLDG A-3 (ASSEMBLY) TYPE 110, SPRINKLERED, ALARMED GROSS LAND AREA: 277,913 S.F. (6.38 ACRES) GROSS BLDG FLOOR AREA: 112,893 S.F. TENANT 4MPR01#TENT AREA: 7.747 S,F. REFER TO EGRESS PLAN, SHEET AO.4 FOR EXITING INFORMATION. REVIEWED FOR CODE COMPLIANCE APPROVED ' JL 24 20V9 City of Tukwila BUILDING DIVISION KITCHEN CONSULTANT: BARGREEN EWNGSON 6626 TACOMA MALL BLVD. RECEIVEn TACOMA, WA 98409 CITY OF TUKWILA PH: (253) 475-9201 PM CONTACT: J. UNSELL JUL 10 2019 PERMIT CENTER SCOPE OF WORK SUMMARY: AN APPROX. 7,747 SF INTERIOR REMODEL OF AN EXISTING TENANT SPACE INCLUDING NEW BAR AREA, KITCHEN & SEATING AREAS. THE ROOMS AND AREAS IN THE SPACE WILL NOT BECOME A DIFFERENT USE, AND THE WORK WILL NOT AFFECT THE PARKING REQUIREMENTS. DESIGN CODES: 2015 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 UNIFORM PLUMBING CODE CORRECJION 2015 WASHINGTON STATE ENERGY CODE LTA# 2017 NATIONAL ELECTRICAL CODE 2009 ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACIUTIES va5 15 Ell2-92 _ E v EA.- o.mt�aE o m—_ `Eo N - �Eo vEQ -- o _ 06 rWn V Z D O J an ry Z Z e LU x — Q O WR CL V) ~ g Z o 0 F- REVISIONS NO. DATE BY Qj 7/8/19 CITY 4 A ISSUE DATES - DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE AS NOTED PLOT DATE: 2019-07-10 CAD FILE: 18-047 AO.1 JOB NUMBER: 18-047 CHECKED: CS DRAWN: TSJ STATUS: PERMIT FLOOR OR GROUND SURFACES (ICCIANSI SEC. 302 & 303): GENERAL: FLOOR OR GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. CHANGES IN LEVEL OF 1/4 INCH HIGH MAX. SHALL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL BETWEEN i/4 INCH HIGH MIN. AND 1-1/2 INCH HIGH MAX. SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. CHANGES IN LE GREATER THAN 1 2 INCH SHALL LEVEL E / H LL BE RAMPED AND SHALL COMPLY WiTH ICC/ANSI SECTION 405 OR 406. WHEELCHAIR TURNING SPACE AND CLEAR SPACE (ICC/ANSI SEC. 304 & 305): CLEAR FLOOR OR GROUND SURFACE: FLOOR OR GROUND SURFACES OF A WHEELCHAIR TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1!48, THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MIN. BY 48 INCHES MIN. AND SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. CIRCULAR SPACE: THE WHEELCHAIR TURNING SPACE SHALL BE NOT LESS THAN 60 INCHES DIAMETER MIN. WHEELCHAIR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES. T-SHAPED SPACE: THE WHEELCHAIR TURNING SPACE MAY BE A T-SHAPED SPACE WTHiN A 60 INCH MIN. SQUARE WiTH ARMS AND BASE 36 INCHES WIDE MIN. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MIN. IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MIN. T-SHAPED WHEELCHAIR TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES ONLY AT THE END OF EITHER THE BASE OR ONE ARM DOORS: UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO WHEELCHAIR TURNING SPACE. ALCOVE CLEAR FLOOR SPACE: FORWARD APPROACH - THE MOTH OF AN ALCOVE SHALL BE 36 INCHES MIN. WHERE THE DEPTH EXCEEDS 24 INCHES. PARALLEL APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 60 INCHES MIN. WHERE THE DEPTH EXCEEDS 15 INCHES. KNEE AND TOE CLEARANCE (ICCIANSI SEC. 306): TOE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND 9 INCHES ABOVE THE FLOOR OR GROUND SHALL BE TOE CLEARANCE. MAX. DEPTH IS PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AND 17 INCHES MIN. BENEATH THE ELEMENT. TOE CLEARANCE SHALL BE 30 INCHES WIDE MIN, KNEE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FLOOR OR GROUND SHALL BE KNEE CLEARANCE. KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AT 9 INCHES ABOVE THE FLOOR OR GROUND. WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR OR GROUND SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES DEEP MIN. AT 9 INCHES ABOVE THE FLOOR OR GROUND, AND 8 INCHES DEEP MIN. AT 27 INCHES ABOVE THE FLOOR OR GROUND. KNEE CLEARANCE SHALL BE 30 INCHES WIDE MIN. PROTRUDING OBJECTS (ICC/ANSI SEC. 307): PROTRUSION LIMITS: OBJECTS WiTH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAX. HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS SERVING STAIRS AND RAMPS SHALL BE PERMITTED TO PROTRUDE 4-1/2 INCHES MAX. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE VERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE 27 INCHES MAX. ABOVE THE FLOOR OR GROUND. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. POST -MOUNTED OBJECTS: OBJECTS ON A SINGLE POST OR PYLON SHALL BE PERMITTED TO OVERHANG 12 INCHES MAX. WHERE MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND. REACH RANGES (ICC/ANSI SEC. 308): UNOBSTRUCTED REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. AND THE LOW SIDE REACH SHALL BE 15 INCHES MIN. ABOVE THE FLOOR OR GROUND. EXISTING ELEMENTS SHALL BE PERMITTED AT 54 INCHES MAX. ABOVE THE FLOOR OR GROUND. OBSTRUCTED HIGH FORWARD REACH: WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR OR GROUND SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES MAX. WHERE THE REACH DEPTH IS 20 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 20 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAX. AND THE REACH DEPTH SHALL BE 25 INCHES MAX. OBSTRUCTED HIGH SiDE REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN OBJECT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAX., AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAX. THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. FOR A REACH DEPTH OF 10 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAX. FOR A REACH DEPTH OF 24 INCHES MAX. OPERABLE PARTS (ICC/ANSI SEC. 309): HEIGHT: OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES. EXCEPT WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE, OR WHERE ELECTRICAL AND COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. OPERATION: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TW$TNG OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX. ACCESSIBLE ROUTES (ICC/ANSI SEC. 402 : F MORE THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A SLOPE NOT ACCESSIBLE ROUTES SHALL CONSIST 0 ONE OR E OF OLLO STEEPER THAN 1:20, DOORS AND DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS, AND WHEELCHAIR (PLATFORM) LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. WALKING SURFACES (ICC/ANSI SEC. 403): SLOPE: THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. CLEAR WIDTH: CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WiTH ICC/ANSI 403.5 CLEAR WIDTH AT TURN: WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTHS SHALL BE 42 INCHES MIN. APPROACHING THE TURN, 48 INCHES MIN. DURING THE TURN, AND 42 INCHES MIN. LEAVING THE TURN. PASSING SPACE: AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAX. THESE PASSING SPACES SHALL BE EITHER A 60 INCH BY 60 INCH MIN. SPACE, OR AN INTERSECTION OF TWO WALKING SURFACES WHICH PROVIDE A T-SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304. MANUAL DOORS AND DOORWAYS ICC/ANCI : ( SEC. 404 ) CLEAR WIDTH: DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES MIN, CLEAR OPENING OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR OR GROUND. PROJECTIONS INTO THE MIN. CLEAR OPENING WIDTH MORE THAN 34 INCHES AND UP TO 80 INCHES ABOVE THE FLOOR OR GROUND ARE PERMITTED BUT SHALL NOT EXCEED 4 INCHES. MANEUVERING CLEARANCES: REQUIRED DOOR MANEUVERING CLEARANCES SHALL NOT INCLUDE KNEE AND TOE CLEARANCE. RECESSED DOORS: WHERE THE PLANE OF THE DOORWAY IS RECESSED MORE THAN 8 INCHES FROM THE PLANE OF THE WALL. CLEARANCES FOR FRONT APPROACH SHALL BE PROVIDED. TWO DOORS IN SERIES: DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES MIN. PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS SHALL PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304. DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. SUCH HARDWARE SHALL BE 34 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. DOOR CLOSERS: DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MIN. SPRING HINGES: DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN., DOOR -OPENING FORCE: FIRE DOORS SHALL HAVE THE MIN. OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAX. FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR: 5.0 POUNDS SLIDING OR FOLDING DOOR: 5.0 POUNDS THE FORCES NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEMCES THAT HOLD THE SE 0 DO L Q DOOR IN A CLOSED POSITION. DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR OR GROUND MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR, PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/i6 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPT FOR SLIDING DOORS, TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH BOTTOM RAIL HEIGHT REQUIREMENT, AND DOORS WHICH DO NOT EXTEND TO WITHIN 10 INCHES OF THE FLOOR OR GROUND. VISION UTES: DOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL 43 INCHES MAX. ABOVE THE FLOOR OR GROUND. RAMPS (ICC/ANSI SEC. 405): WALKING SURFACES ON ACCESSIBLE ROUTES 'NTH A RUNNING SLOPE STEEPER THAN 1:20 ARE RAMPS. SLOPE: RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. CLEAR WiDTH: THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36 INCHES MIN.. HANDRAILS AND HANDRAIL SUPPORTS THAT ARE PROVIDED ON THE RAMP RUN SHALL NOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP RUN. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAX. OUTDOOR RAMPS AND APPROACHES TO RAMPS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WITHIN THE ROOM. WALKING SURFACES, LANDINGS: RAMPS SHALL HAVE LANDINGS AT BOTTOM AND TOP OF EACH RUN. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND THE CLEAR WIDTH OF LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. LANDING LENGTH SHALL BE 60 INCHES MIN. CLEAR. RAMPS THAT CHANGE DIRECTION AT LANDINGS SHALL HAVE A 60 INCH MIN. BY 60 INCH MIN. LANDING. DOORWAYS: WHERE DOORWAYS ARE ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY [CC/ANSI SECTIONS 404.2.3 AND 404.3.2 SHALL BE PERMITTED TO OVERLAP THE LANDING AREA. WHERE A DOOR THAT IS SUBJECT TO LOCKING IS LOCATED ADJACENT TO A RAMP LANDING, THE LANDING SHALL BE SIZED TO PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304.3. HANDRAILS: RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING NTH ICC/ANSI SECTION 505. HANDRAILS SHALL NOT REDUCE THE REQUIRED CLEARANCES OF A RAMP RUN OR LANDING. EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. THE FLOOR OR GROUND SURFACE OF THE RAMP RUN OR LANDING SHALL EXTEND 12 INCHES MIN. BEYOND THE INSIDE FACE OF A RAILING COMPLYING WITH ICC/ANSI SECTION 505. CURB OR BARRIER: A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4-INCH DIAMETER SPHERE BELOW A HEIGHT OF 4 INCHES. CURB RAMPS (ICCIANSI SEC. 406): CURB RAMPS SHALL BE 36 INCHES WIDE MIN., EXCLUSIVE OF FLARED SIDES. CURB RAMPS AND THEIR SIDE FLARES SHALL NOT PROTRUDE INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR INTO PARKING SPACE ACCESS AISLES. THEY SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. HANDRAILS ARE NOT REQUIRED. SIDES OF CURB RAMPS: WHERE PEDESTRIANS MUST WALK ACROSS A CURB RAMP, THE RAMP SHALL HAVE FLARED SIDES. SLOPE OF FLARES SHALL NOT BE STEEPER THAN 1:10. WHERE THE WIDTH OF THE WALKING SURFACE AT THE TOP OF THE RAMP AND PARALLEL TO THE RUN OF THE RAMP IS LESS THAN 48 INCHES ODE, THE FLARED SIDES SHALL HAVE A SLOPE NOT STEEPER THAN 1:12. CURB RAMPS WiTH RETURNED CURBS SHALL BE PERMITTED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. COUNTER SLOPE: COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN 1:20. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE AT THE SAME LEVEL. LOCATION AT MARKED CROSSINGS: CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WiTHiN THE MARKINGS, EXCLUDING ANY FLARED SIDES, LANDINGS: THE CLEAR LENGTH OF THE LANDING SHALL BE 36 INCHES MIN., WiTH A CLEAR WiDTH AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES LEADING TO THE LANDING. DIAGONAL CURB RAMPS: DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR OTHER WELL-DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. BOTTOMS OF DIAGONAL CURB RAMPS SHALL HAVE 48 INCHES MIN. CLEAR SPACE, MEASURED PARALLEL TO THE RUNNING SLOPE. DIAGONAL CURB RAMPS PROVIDED AT MARKED CROSSINGS SHALL PROVIDE THE 48 INCHES MIN. CLEAR SPACE WITHIN THE MARKINGS. DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF STRAIGHT CURB 24 INCHES LONG MIN. ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. ISLANDS: RAISED ISLANDS IN CROSSINGS SHALL BE A CUT -THROUGH LEVEL WITH THE STREET OR HAVE CURB RAMPS AT BOTH SIDES, AND A LEVEL AREA 48 INCHES LONG MIN. BY 36 INCHES WiDE MIN., IN THE PART OF THE ISLAND INTERSECTED BY THE CROSSING. PARKING SPACES (ICC/ANSI SEC. 502): VEHICLE SPACE SIZE: ACCESSIBLE CAR AND VAN PARKING SPACES SHALL HAVE AN ADJACENT ACCESS AISLE. CAR AND VAN PARKING SPACES SHALL BE 96 INCHES MIN. WIDTH. ACCESS AISLE: TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. ACCESS AISLES SERVING CAR PARKING SPACES SHALL BE 60 INCHES WiDE MIN. ACCESS AISLES SERVING VAN PARKING SPACES SHALL BE 96 INCHES WiDE MIN. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACES THEY SERVE AND THEY SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE VERTICAL CLEARANCE: PARKING SPACES FOR VANS SHALL HAVE A VERTICAL CLEARANCE OF 98 INCHES MIN, AT THE SPACE AND ALONG THE VEHICULAR ROUTE THERETO. IDENTIFICATION: WHERE ACCESSIBLE PARKING SPACES ARE REQUIRED TO BE IDENTIFIED BY SIGNS, THE SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING NTH ICC/ANSI SECTION 703.6. SUCH SIGNS SHALL BE 60 INCHES MIN. ABOVE THE FLOOR OR GROUND SURFACE OF THE PARKING SPACE, MEASURED TO THE BOTTOM OF THE SIGN. PASSENGER LOADING ZONES (ICC/ANSI SEC. 503): VEHICLE PULL-UP SPACE: PASSENGER LOADING ZONES SHALL PROVIDE AN ACCESS AISLE ADJACENT AND PARALLEL TO A VEHICLE PULL-UP SPACE 96 INCHES MIN. WIDTH AND 20 FEET MIN. LENGTH. ACCESS AISLES; ACCESS AISLES SHALL BE PART OF THE ACCESSIBLE ROUTE TO THE BUILDING OR FACIUTY ENTRANCE. ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60 INCHES ODE MIN. AND 20 FEET LONG MIN. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: VEHICLE PULL-UP SPACES iN PASSENGER LOADING ZONES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. VERTICAL CLEARANCE: VERTICAL CLEARANCE OF 114 INCHES MIN. SHALL BE PROVIDED AT PASSENGER LOADING ZONES AND ALONG VEHICLE ACCESS ROUTES TO SUCH AREAS FROM SITE ENTRANCES. STAIRWAYS (ICC/ANSI SEC. 504): TREADS AND RISERS: ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTH. RISERS SHALL BE 4 INCHES HIGH MIN. AND 7 INCHES MAX. TREADS SHALL BE 11 INCHES DEEP MIN., MEASURED FROM RISER TO RISER. OPEN RISERS SHALL NOT BE PERMITTED. STAIR TREAD SURFACE SHALL COMPLY WiTH ICC/ANSI SECTION 302. NOSINGS: THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH MAX. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAX. FROM VERTICAL. THE PERMITTED PROJECTION OF THE NOSING SHALL BE 1-1/2 INCHES MAX. BEYOND THE TREAD BELOW. OUTDOOR CONDITIONS: OUTDOOR STAIRS AND OUTDOOR APPROACHES TO STAIRS SHALL BE DESIGNED SO THAT WATER WiLL NOT ACCUMULATE ON WALKING SURFACES. HANDRAILS (ICC/RNSI SEC. 505): LOCATION: HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. IN ASSEMBLY SEATING AREAS, HANDRAILS SHALL NOT BE REQUIRED ON BOTH SIDES ALONG AISLE STAIRS PROVIDED WITH A HANDRAIL EITHER AT THE SIDE OR WITHIN THE AISLE. HANDRAILS SHALL NOT BE REQUIRED ON THE SIDES OF RAMPED AISLES SERVING SEATS. CONTINUITY: HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS OR RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MIN. AND 38 INCHES MAX. VERTICALLY ABOVE STAIR NOSINGS, RAMP SURFACES, AND WALKING SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE STAIR NOSINGS AND RAMP SURFACES. CLEARANCE: CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE 1-1/2 INCHES MIN. GRIPPING SURFACE: GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS, OR OBSTRUCTIONS. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL ARE ALLOWED IF NOT MORE THAN 20 PERCENT OF THE HANDRAIL LENGTH IS OBSTRUCTED. SEE SECTION 505.6 FOR ADDITIONAL HORIZONTAL PROJECTION EXCEPTIONS. HANDRAILS, AND ANY WALL OR OTHER SURFACES ADJACENT TO THEM, SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS AND THEY SHALL HAVE A CIRCULAR CROSS SECTION WITH AN OUTSIDE DIAMETER OF i-1/4 INCH MIN. AND 2 INCHES MAX. NON -CIRCULAR CROSS SECTIONS: HANDRAILS NTH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A PERIMETER DIMENSION OF 4 INCHES MIN. AND 6-1/4 INCHES MAX. AND PROVIDED THEIR LARGEST CROSS-SECTION DIMENSION IS 2-1/4 INCHES MAX. TOP EXTENSION AT STAIRS: AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MIN. BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. BOTTOM EXTENSION AT STAIRS: AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. IF PROVIDED AT THE BOTTOM OF A STAIR FLIGHT, A HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12 INCHES LONG MIN. AND A HEIGHT EQUAL TO THAT OF THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSINGS. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. DRINKING FOUNTAINS (ICCIANSI SEC. 602): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. WHERE A FORWARD APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT AND SHALL INCLUDE KNEE AND TOE CLEARANCE, WHERE A PARALLEL APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT. SPOUT HEIGHT AND LOCATION: SPOUT OUTLETS FOR WHEELCHAIR ACCESSIBILITY SHALL BE 36 INCHES MAX. ABOVE THE FLOOR OR GROUND. SPOUT OUTLETS FOR STANDING PERSONS SHALL BE 38 INCHES MIN. AND 43 INCHES MAX. ABOVE FLOOR OR GROUND. UNITS WITH A PARALLEL APPROACH SHALL HAVE THE SPOUT 3-1/2 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. UNITS WiTH A FORWARD APPROACH SHALL HAVE THE SPOUT 15 INCHES MIN. FROM THE VERTICAL SUPPORT AND 5 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. OPERABLE PARTS SHALL COMPLY WITH ICC/ANSI SECTION 309 AND PROTRUDING UNITS SHALL COMPLY WITH ICC/ANSI SECTION 307. TOILET AND BATHING ROOMS (ICC/ANSI SEC. 603 AND 604): WHEELCHAIR TURNING SPACE: A CIRCULAR 60" DIAMETER WHEELCHAIR TURNING SPACE OR A "T" SHAPED TURNING SPACE COMPLYING WiTH ICC/ANSI SECTION 304 SHALL BE PROVIDED. DOORS: DOORS SHALL NOT SWING INTO THE CLEAR FLOOR OR GROUND SPACE OR CLEARANCE FOR ANY FIXTURE EXCEPT WHERE THE ROOM IS FOR INDIVIDUAL USE AND A 30" X 48" CLEAR FLOOR OR GROUND SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING. LOCATION: THE WATER CLOSET SHALL BE POSITIONED NTH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MIN. TO 18 INCHES MAX. FROM THE SIDE WALL OR PARTITION. WATER CLOSET CLEAR SPACE: CLEARANCE AROUND THE WATER CLOSET SHALL BE 60 INCHES MIN. MEASURED PERPENDICULAR FROM THE SIDE WALL, AND 56 INCHES MIN. MEASURED PERPENDICULAR FROM THE REAR WALL. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE WATER CLOSET CLEARANCE. OVERLAP: THE CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, TISSUE DISPENSERS, ACCESSIBLE ROUTES AND CLEAR FLOOR OR GROUND SPACE OR CLEARANCES AT OTHER FIXTURES AND THE WHEELCHAIR TURNING SPACE. WATER CLOSET HEIGHT AND CONTROLS: THE TOP OF WATER CLOSET SEATS SHALL BE 17 INCHES MIN. AND 19 INCHES MAX. ABOVE THE FLOOR OR GROUND. SEATS SHALL NOT RETURN AUTOMATICALLY TO A LIFTED POSITION, FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND -OPERATED FLUSH CONTROLS SHALL COMPLY WiTH ICC/ANSI SECTION 309. GRAB BARS: GRAB BARS SHALL BE PRQMDED ON THE REAR WALL AND ON THE SIDE WALL CLOSEST TO THE WATER CLOSET. SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MIN., 12 INCHES MAX. FROM THE REAR WALL AND EXTENDING 54 INCHES MIN. FROM THE REAR WALL. IN ADDITION, A VERTICAL GRAB BAR 18 INCHES MIN. IN LENGTH SHALL BE MOUNTED WITH THE BOTTOM OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES ABOVE THE FLOOR WITH THE CENTER LINE OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES FROM THE REAR WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MIN. AND EXTEND FROM THE CENTER LINE OF THE WATER CLOSET A MIN. OF 12 INCHES ON THE SIDE CLOSEST TO THE WALL AND 24 INCHES MIN. ON THE TRANSFER SIDE. DISPENSERS: DISPENSERS SHALL COMPLY WITH SECTION 309.4 AND 609.3. WHERE THE DISPENSER IS LOCATED ABOVE THE GRAB BAR, THE OUTLET OF THE DISPENSER SHALL BE LOCATED WITHIN AN AREA 24 INCHES MIN. AND 36 INCHES MAX. FROM THE REAR WALL. WHERE A DISPENSER IS LOCATED BELOW THE GRAB BAR, THE OUTLET OF A DISPENSER SHALL BE LOCATED WITHIN AN AREA 24 INCHES MIN. AND 42 INCHES MAX. FROM THE REAR WALL. THE OUTLET OF THE DISPENSER SHALL BE LOCATED 18 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY, OR THAT DO NOT ALLOW CONTINUOUS PAPER FLOW. MIRRORS: MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAX. ABOVE THE FLOOR OR GROUND. COAT HOOKS AND SHELVES: COAT HOOKS PROVIDED WITHIN TOILET ROOMS SHALL ACCOMMODATE A FORWARD REACH OR SIDE REACH COMPLYNG WITH ICC/ANSI SECTION 308. WHERE PROVIDED, A FOLD -DOWN SHELF SHALL BE 40 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. URINALS (ICC/ANSI SEC. 605): H HEIGHT AND CONTROLS: URINALS SHALL BE OF THE STALL TYPE OR SHALL BE OF THE WALL -HUNG TYPE WITH THE RIM AT 17 INCHES MAX: ABOVE THE FLOOR OR GROUND. WALL HUNG URINALS SHALL BE 13-1/2 INCHES MIN. IN DEPTH MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE WALL. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. TOILET COMPARTMENTS FOR MULTI -TOILET ROOMS (ICC/ANSI SEC. 604): WHEELCHAIR ACCESSIBLE COMPARTMENTS: WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES EDE MIN. MEASURED PERFENDICULAR TO THE SIDE WALL, AND 56 INCHES DEEP MIN, FOR WALL HUNG WATER CLOSETS AND 59 INCHES DEEP MIN. FOR FLOOR MOUNTED WATER CLOSETS, MEASURED PERPENDICULAR TO THE REAR WALL. AMBULATORY ACCESSIBLE COMPARTMENTS: AMBULATORY ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES DEEP MIN. AND 36 INCHES WIDE. WATER CLOSETS LOCATED IN AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE THE CENTERUNE OF THE WATER CLOSET 17 INCHES MIN. AND 19 INCHES MAX. FROM THE SIDE WALL OR PARTITION. THE WATER CLOSET SHALL BE CENTERED IN THE COMPARTMENT. COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. GRAB BARS FOR AMBULATORY ACCESSIBLE COMPARTMENTS: A 42" SIDE WALL GRAB BAR SHALL BE PROVIDED ON BOTH SIDES OF THE COMPARTMENT. DOORS: COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. TOILET COMPARTMENT DOORS SHALL COMPLY WITH ICC/ANSI SECTION 404, EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, THE CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 INCHES MIN. THE DOOR SHALL BE HINGED 4 INCHES MAX. FROM THE ADJACENT WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. THE DOOR SHALL BE ELF -CLOSING. A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. COMPARTMENT ARRANGEMENTS SHALL BE PERMITTED FOR LEFT-HAND OR RIGHT-HAND APPROACH TO THE WATER CLOSET. TOE CLEARANCE: IN WHEELCHAIR ACCESSIBLE COMPARTMENTS, THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES MIN. ABOVE THE FLOOR AND EXTENDING 6 INCHES DEEP BEYOND THE COMPARTMENT -SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. TOE CLEARANCE AT THE FRONT OF THE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 62 INCHES DEEP NTH A WALL -HUNG WATER CLOSET OR 65 INCHES DEEP WITH A FLOCK -MOUNTED WATER CLOSET. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 INCHES WIDE. LAVATORIES AND SINKS (ICC/ANSI SEC. 606): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE SHALL BE PROVIDED. HEIGHT AND CLEARANCES: THE FRONT OF LAVATORIES AND SINKS SHALL BE 34 INCHES MAX. ABOVE THE FLOOR OR GROUND, MEASURED TO THE HIGHER OF THE FIXTURE RIM OR COUNTER SURFACE. FAUCETS SHALL COMPLY WITH ICC/ANSI SECTION 309. HAND -OPERATED, SELF -CLOSING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN. EXPOSED PIPES AND SURFACES: WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. GRAB BARS (ICC/ANSI SEC. 609): SIZE. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-i/4 INCH MIN. AND 2 INCHES MAX. NON -CIRCULAR CROSS -SECTIONS: GRAB BARS WiTH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A CROSS SECTION DIMENSION OF 2 INCHES MAX., AND A PERIMETER DIMENSION OF 4 INCHES MIN. AND 4.8 INCHES MAX. AND NTH EDGES HAVING 1/8 INCH MIN. RADIUS. SPACING: THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES. THE SPACE BETWEEN THE GRAB BAR AND OBJECTS BELOW AND AT THE ENDS SHALL BE 1-1/2 INCHES MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES MIN. POSITION OF GRAB BARS: GRAB BARS SHALL BE MOUNTED IN A HORIZONTAL POSITION, 33 INCHES MIN. AND 36 INCHES MAX. ABOVE THE FLOOR. SURFACE HAZARDS: GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A RADIUS OF 1/8 INCH MIN. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. INSTALLATION: GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT THE LOCATIONS SPECIFIED IN THIS STANDARD AND THAT DOES NOT OBSTRUCT THE CLEAR FLOOR SPACE, STRUCTURAL STRENGTH: ALLOWABLE STRESSES IN BENDING, SHEAR, AND TENSION SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. SIGNAGE (ALL SIGNAGE TO COMPLY WITH ICCIANSI CHAP. 7): ACCESSIBLE ENTRANCES: ACCESSIBLE BUILDING ENTRANCES SHALL BE IDENTIFIED WiTH STANDARD SIGNS AND DIRECTIONAL SIGNS THAT COMPLY WITH ICC/ANSI SECTION 703 AND ARE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY iS REQUIRED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE. THE SYMBOL IS TO BE A WHITE FIGURE ON BLUE BACKGROUND (COLOR NO. 15090)IN FEDERAL STANDARD 595A. EXCEPTION: A SPECIAL SIGN OR IDENTIFICATION WHICH COMPLEMENTS D@COR OR A UNIQUE DESIGN MAY BE APPROVED WHEN IT IS DETERMINED BY AN ENFORCING AGENCY THAT SUCH SIGNS AND IDENTIFICATION PROVIDE ADEQUATE DIRECTION. CHARACTERS: LETTERS AND NUMBERS ON SIGNS ARE TO HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1, AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS ARE USED, THEY ARE TO BE RAISED OR RECESSED A MIN, 1/32 INCH AND ARE TO BE SANS SERIF TYPE FONT, RAISED CHARACTERS ARE TO BE AT LEAST 5 8 INCH HIGH AND RECESSED /CHARACTERS AND SYMBOLS ARE TO HAVE A 1/4 INCH MIN. STROKE WIDTH. BRAULE: CONTRACTED GRADE 2 BRAILLE SHALL COMPLYWiTH SECTION 703.4 AND IS TO WIT R BE USED E WHEREVER BRAILLE IS REQUIRED. WHEELCHAIR ACCESSIBLE PUBLIC TELEPHONES (ICC/ANSI SEC. 704): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. THE CLEAR FLOOR OR GROJND SPACE SHALL NOT BE RESTRICTED BY BASES, ENCLOSURES, OR FIXED SEATS. WHERE A PARALLEL APPROACH IS PROVIDED, THE DISTANCE FROM THE EDGE OF THE TELEPHONE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 10 INCHES MAX. WHERE A FORWARD APPROACH IS PROVIDED, THE DISTANCE FROM THE FRONT EDGE OF A COUNTER WITHIN THE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 20 INCHES MAX. OPERABLE PARTS: THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE WITHIN THE REACH RANGES SPECIFIED IN SECTION 309. TELEPHONES SHALL HAVE PUSH BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. TELEPHONE DIRECTORIES: WHERE PROVIDED, TELEPHONE DIRECTORIES SHALL COMPLY WITH ICC/ANSI SECTION 309. CDR) LENGTH: WHEELCHAIR ACCESSIBLE TELEPHONES SHALL EQUIPPED E L BE EQ ED WITH A HANDSET CORD LENGTH OF 29 INCHES MIN. VOLUME -CONTROL TELEPHONES: TELEPHONES WITH VOLUME CONTROL SHALL BE EQUIPPED WITH A RECEIVER VOLUME CONTROL WiTH A TINGE THAT PROVIDES 12 DB OF GAIN MIN. AND 20 IDS OF GAIN MAX. AN AUTOMATIC RESET SHALL BE PROVIDED. TELEPHONES SHALL BE HEARING AIDCOMPATIBLE TTY: WHERE USED WITH A PAY TELEPHONE, TEXT TELEPHONES SHALL BE PERMANENTLY AFFIXED WITHIN, OR ADJACENT TO, THE TELEPHONE ENCLOSURE. IF AN ACOUSTIC COUPLER IS USED, THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG TO ALLOW CONVECTION OF THE TTY AND THE TELEPHONE RECEIVER. WHERE PAY TELEPHONES DESIGNED TO ACCOMMODATE A PORTABLE TTY ARE PROVIDED, THEY SHALL BE EQUIPPED WITH A SHELF AND AN ELECTRICAL OUTLET WITHIN OR ADJACENT TO THE TELEPHONE ENC-OSURE. THE TELEPHONE HANDSET SHALL BE CAPABLE OF BEING PLACED FLUSH ON THE SURFACE OF THE SHELF. THE SHELF SHAY BE CAPABLE OF ACCOMMODATING A TTY AND SHALL HAVE A 6 INCHES HIGH MIN. VERTICAL CLEARANCE ABOVE THE AREA WHERE THE TTY IS PLACED. im CLR WIDTH ANY DISTANCE n F. SCALE: 1 /2" = V-0" 4'-O" 9 � z _ ' r 4 4'-0° I h[� 10° 2'-6° REACH RANGES SCALE: 3/8" = V-0" ICC/ANSI CHAP. 7 24 MAX DEPTH FOR MIN. CLEARANCE 2'-8° MIN. i f ICC/ANSI SEC. 308 FOR fREVIEWED DE COMPLIANCE APPROVED JUL242019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 0 2019 PERMIT CENTER nP.ft:A�deMagalhaesCa o rA .0 � o E - [ N O M 0, U a'1.`r� y W .j 5�,U°., F m^:E p Mw=�cN amamm U �o js: SA g4 = - om 8 dID .oE� ate. E Ir m ,Q N 0 00 tv ib�0 ° N16 M _ :!... m 2 co � VJ � � I.L 0 'n Q V J E- W W S '- Of J < F ��§ w wz�� zo� m H _ H REVISIONS No. DATE BY 0 0 _ 0 4 A - ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOGS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 2019-03-14 CAD FILE: 18-047 AO.2 JOB NUMBER: 18-047 CHECKED: CS DRAWN: LLTSJ STATUS: PERMIT ICC A117.1-2009 GENERAL CODE NOTES & DETAILS Auffs a z I I SCALE: 3/8" = V-0" ICC/ANSI SEC. 304, 305 & 306 I.C.C. 404 DOORS AND DOORWAYS: 404.1 GENERAL DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE MALL COMPLY WITH SECTION 404, 404.2 MANUAL DOORS. MANUAL DOORS AND DOORWAYS AND MANUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 404.2 404.2.1 DOUBLE -LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WTH SECTIONS 404.2.2 AND 404.2.3 404.2.2 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MIN. CLEAR OPENING WIDTH OF DOORWAYS WITH SLINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS, DOORS AND DOORWAYS WITHOUT DOORS MORE THAN 24 INCHES IN DEPTH SHALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES. EXCEPTIONS. 1. DOOR LASERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MIN. ABOVE THE FLOOR 2. IN ALTERATIONS, A PROJECTION OF 5/8 INCH MAX. INTO THE REQUIRED CLEAR OPINING WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. 404.2.3.1 FLOOR SURFACE. FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH SECTION 302 40424 THRESHOLDS AT DOORWAYS: IF PROVIDED. THRESHOLD AT DOORWAYS SHALL BE 1/2 INCH MAX. IN HEIGHT. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303, FRONT APPROACH - PUSH AND PULL SIDES APPROACH CLEAR FLOOR SPACE APPROACH MIN. CLEAR FLOOR X SPACE o APPROACH NOTE: X = P-O' (MIN.) IF DOOR HAS BOTH A CLOSER AND A LATCH 0 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS SCALE: 3/8" = 1'-0" MAT EDGING TRANSITON 425) (MANNINGTON CONCRETE TO WALKOPF MAT -CERCO T' TRANSITION (MANNINGT 1 1/2' 360) PINLESS METAL TRACK (MANNINGTON 7 7 7 7 7 7 7 77 980) CONCRETE TO RUBBER MAT 4' RUBBER RAMP TRANSITION (MANNINGTON CONCRETE TO RUBBER FLOOR METAL STRIP TRANSITION 2 1/2' CONCRETE TO TILE 'SUPER IMPERIAL REDUCER' TRANSITION (MANNINGTON 705) 1 15/i6' II IIIII III III CONCRETE TO CARPET 'UNDERSLUG REDUCER' TRANSITION (MANNINGTON 735) 1 5 f8' CONCRETE TO COMPOSITE TILE (MCT) 'SUPER 2' T' TRANSITION (MANNINGTON 935) 2' PINLESS METAL TRACK (MANNINGTON 980) CARPET TO RUBBER 'TILE CARPET JOINER' TRANSITION L (MANNINGTON 150) 1' COMPOSITE THE CT TO CARPET 'CERCO EDGE T' TRANSITION 1 1 f2' (MANNINGTON 150) �d / JJi PINLESS METAL TRACK (MANNINGTON 980) 1LE TO RUBBER FLOOR ••'ig rt a g '` g la I g • SCALE: 1'-0" = 1'-0" FOR REFERENCE fill' CI FAR MIN. SCALE: 3/8" = 1'-0" 60' CLEAR MIN. FINISH FLOOR LEVEL THRESHOLD FLOOR FINISH 4 Q a 2 x LATCH APPROACH - PUSH SIDE NOTE Y= S-6' MIN.; Y44' MIN. IF DOOR HAS A CLOSER a K71" PI FAR LAIN ICC/ANSI SEC. 404 NOTE INTERIOR AND EXTERIOR THRESHOLDS SHALL BE NO HIGHER THAN 1/2 INCH ABOVE THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS SHALL BE BEVELED OR SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT NO VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4 INCH. THRESHOLDS SCALE: 6" = T-0" ICC/ANSI SECTION 302 & 303 HINGE APPROACH - PULL SIDE AP PROACH4> APPROACH GEAR FLOOR SPACE C(EAR FLOOR SPACE S-0- INSULATE HOT WATER PIPES AND DRAIN TO PREVENT CONTACT LINE OF REQUIRED CLEARANCE KNEE CLEARANCE B' MIN. — 6' MAX. TOE CLEARANCE 1'-5' MIN. DEPTH OEM CLEAR FLOOR Ed _ SPACE LAVATORY CLEARANCES SCALE: 3/8" = 1'-0" LATCH APPROACH - PULL SIDE NOTE Y= 44 MIN.; Y44 MIN. IF DOOR HAS A CLOSER a APPROACH HIND APPROACH - PUSH SIDE CLEAR FLOOR SPACE X 22' MIN. NOTE: Y= S-6' MIN.; Y44 MIN, IF DOOR HAS A CLOSER; X = 12' MIN. IF BOTH CLOSER AND LATCH ARE PROVIDED [CC/ANSI SEC. 404 1'-5' TO 1'-7 /- EQUIPMENT PERMITTED IN SHADED AREA KNEE CLEARANCE 8' MIN. L 6' MAX. TOE CLEARANCE 2'� 11. 1- i'-5' TO 1'-7' CLEAR _ FLOOR SPACE 4'-C MIN. DRINKING FOUNTAIN CLEARANCES ICC/ANSI SEC. 304, 305 & 306 % SCALE: 3/8" = T-0" APPROACH ICC/ANSI SEC. 304, 305 & 306 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 24 2019 City of Tukwila BUILDING DIVISION nMagalhaes 06 (Wn V z D O VLJ r 0^ � EL Z v, ryN� H Z W W = 0 ,( 'a W ry CD Z � : \ W�/ `C o 1- REVISIONS NO, DATE BY As A2 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 2019-03-14 CAD PILE: 18-047 AO-2 JOB NUMBER: 18-047 CHECKED: CS DRAWN: TSJ STATUS: PERMIT RECEIVED ICCA117.1-2009GENERAL CITY OFTUKWILA CODE DETAILS n MAR 2 0 2019 0 PERMIT CENTER ■ \f EXIST FXIST_ BRIEFING ROOMS CAN HOLD 2 TEAMS AT A TIME WITH 20 OCCUPANTS AND ARE SUPPORTED BY 2 EMPLOYEES, ONE PER TEAM. ONLY 1 BRIEFING AREA WILL BE USED AT ANY GIVEN TIME DUE TO THE START TIMES BEING STAGGERED TO CONTROL FLOW THROUGH THE FACILITY. THE BRIEFING AREAS ARE SUPPORTED BY THE PLAYERS QUEUES WHICH ARE USED AS A CIRCULATION PATH TO THE FIELD. SCALE: 1/8" = V-0" BUILDING CODE SUMMARY OCCUPANCY TYPE: A-3 (ASSEMBLY) BUILDING CONSTRUCTION TYPE IIB SPRINKLERED? YES FIRE ALARM SYSTEM? YES OCCUPANCY SEPARATION: N/A EXISTING RESTROOMS TO REMAIN. NO CHANGE OF USE. TRAVEL DISTANCE REQUIREMENTS: EGRESS TRAVEL DISTANCE = < 250' PER IBC TABLE 1017.2 COMMON PATH OF TRAVEL = < 75 PER IBC 1006.3.2 (2) MINIMUM DISTANCE BETWEEN EXITS ARE GREATER THAN 1/3 DIAGONAL DISTANCE OF AREA SERVED. OCCUPANT LOAD SUMMARY: **EGRESS CALCULATIONS PER IBC TABLE 1004.1.2 SEE PLAN FOR OCCUPANCY BREAK DOWN TOTAL OCCUPANT LOAD: 280 OCC. I EXIST. MEZZANINE LEVEL I NO CHANGES TO OCCUPANCY. EXISTING MEZZANINE OCCUPANCY IS 28 OCCUPANTS. NO WORK ON THIS FLOOR. I EGRESS LEGEND I O —) EGRESS PATH & TRAVEL DISTANCE ALONG INDICATED Np—PATH FEC FIRE EXTINGUISHER CABINET LOCATIONS 1. PROVIDE EGRESS ILLUMINATION FOR IBC 1008. CONTRACTOR RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENTS EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE 2 THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE WALKING SURFACE. REVIEWED FOR CODE COMPLIANCE APPROVED i JUL 24 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 10 2019 PERMIT CENTER ... Af\ / R EGISTERED a a o's.d'v N g v c - -6 01 of - ~- o a-_ �Eo oo, U 1. Z N N �~room N i N fa ` G i =N`I U o X m CG Z�LL ��, o o E $ m Em ro'' .¢c cr m ®. ml � N a OD2 F W W CD Z O U) nO L.t� v/ h Lu 1 W �i c0 err W 2 O W m F- _ o F REVISIONS NO. DATE BY A 7/8/19 CITY A a 0 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"z36" SCALE: AS NOTED PLOT DATE: 2019-07-10 CAD FILE: 18-047_ADA JOB NUMBER: 18-047 CHECKED: CS DRAWN: TSJ STATUS: PERMIT EGRESS PLAN AND CODESUMMARY AO. SCALE: 1132" = V-0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 4 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 0 2019 ✓ PERMIT CENTER ONc+') E w � U W Cn 5,C.0�?q H N a � U N 0m xr N C ¢ co o L~ Z t0Q' O p E m > E � N s 00 � � U 06 W CD Z D 0 J REVISIONS NO. DATE BY Al ZL A a 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"46' SCALE: AS NOTED PLOT DATE: 2019-03-14 CAD FILE: 18-047_AO.4 JOB NUMBER: 18-047 CHECKED: CS DRAWN: TSJ STATUS: PERMIT BUILDING PLAN A 0" ■ KEY NOTES DEMOLITION FLOOR PLAN SCALE: 1/8" = 1'-0" • A. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. B. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. C. GC SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. D. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. E. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREAS SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED, F. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. G. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNSPOUTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. H. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 1. GC SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBGCS TO EXISTING CONSTRUCTION PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. J. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS, NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. K. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. L. REMOVE ALL EXISTING MATERIALS, WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES. COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. M. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DWGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DWGS. N. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 0. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10'-0'. THE GC SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. DOSING INTERIOR WALLS, DOORS, ROUTES, CABINETS AND SHELVING TO REMOVED (SHOWN DASHED), INCLUDING ELECTRICAL ITEMS ATTACHED TO WALLS. REFER TO FLOOR PLAN FOR EXTENT AND DIMENSIONS. RE -USE ITEMS IN EXCEUENT CONDITDON, OR RETURN TO OWNER FOR STORAGE. EXISTING CONSTRUCTION TO REMAN. REVIEWED FOR CODE COMPLIANCE . APPROVED JUL 24 2019 City of Tukwila BUILDING DIVISION LEGEND NOTE: 1. REFER TO REFLECTED CEILING PLAN FOR HXIURE RELOCATION INFORMATION. RECEIVED CITY OF TUKWILA MAR 2 0 2019 REGISTERED Petlro A. tle Magaihaes Castro STATE OF WASHIN�TON a n oEr vy� — C�sy.Nv -_ HE v E y o n o f � o Er-�sa — O k' E U rr, N O M U a U no a: W <n oibemmmom Emmom 4)1 c4 m & o o E z' E M 0 ml � co N M N O Co i U VJ I— ry 0^ Z V J ry 1--- Z J W W S `- Q O w00 m JI— �— 2 Q V) _ o REVISIONS NO. DATE BY zh 0 A 0 . ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOGS: CONSTR. DOGS: 24"x36" SCALE: AS NOTED PLOT DATE: 2019--03-14 CAD FILE: 18-047 A2.1 JOB NUMBER: 18-047 CHECKED: CS DRAWN: TSJ STATUS: PERMIT DEMOLITION PLAN PERMIT CENTER KEY NOTES FLOOR PLAN SCALE:1/8" = T-0" 1❑ REFER TO KITCHEN DRAWINGS, SHEET K-1 - K-6. ❑2 PROVIDE FURRING WALL AT EXISTING WINDOWS TO SUPPORT REQUIRED INFRASTRUCTURE FOR EQUIPMENT. PROVIDE OPAQUE FILM ON EXTERIOR WINDOWS. ❑3 HEIGHT OF WALL TO MATCH UNDERSIDE OF DECK. ® NEW SEPARADOI RAILING PER LIQUOR BOARD REQUIREMENTS. I PLAN NOTES I A. DO NOT SCALE DINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TARES PRECEDENCE OVER ALL OTHER PLANS. B. ALL GYPSUM BOARD PARTITIONS MALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. C. ALL PARTITIONS ARE DIMEN90NED FROM FINISH FACE OF GWB TO FINISH FACE OF GWB UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR' OR 'CUR' SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. D. DIMENSIONS MARKED i MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECTS APPROVAL E. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLEDON OF PARTITION LAYOUT, NOTIFY ARCHITECT. VTRFIcABoN O THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. F. REFER TO SHEET AO.1 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. G. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. H. 'AUGN' MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. L MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS J. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. K. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS. L ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. M. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE e-0' HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. N. GC TO PROVIDE SHOP DWGS FOR CASEWORK. I WALL LEGEND I SHADED WALLS INDICATE NEW WORK: NEW FULL HEIGHT PARTITION TO STRUCTURE ABOVE: 2-1/2' MT. STUDS 1 A9.1 (25 GA.) AT 24' O.C. WITH 5/8' GWB EACH SIDE TO DEC(. NEW FULL HEIGHT PARTITION TO ACT GRID ABOVE: 2-1/2' MR STUDS 12 A9.1 (25 GA.) AT 2e O.C. WITH 5/8' GWB EACH SIDE TO GRID. NEW PARTIAL HEIGHT PARTITION TO B'-0' A.F.F. 3 A9.1 NEW PARTIAL HEIGHT PARTITION TO S-6' A.F.F. /11 3 A9.1 NEW DOOR. REFER TO KEYS ON PLAN AND SEE DOOR SCHEDULE, SHEET 100A A7.1. DOGS THAT ARE NOT DIMENSIONED ARE TO BE LOCATED A MIN. 4' FROM ADJACENT PERPENDICULAR WALL FINISH. A NEW ROUTE ASSEMBLY. REFER TO DOOR SCHEDULE, SHEET A7.1 FOR MORE INFORMATION. EXISTING CONSTRUCTION TO REMAIN. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 24 2019 City of Tukwila BUILDING DIVISION Y)�q- o RECEIVED CITY OF TUKWILA MAR 2 0 2019 PERMII (,cIvTER LEGEND NOTES: 1. PROVIDE WATER RESISTANT GWB IN ALL WET AREAS, AND BLOCKING BEHIND ALL FIXTURES. REGISTERED eel jH Pedro A. tle Magaihaes Castro STATE OF WASHINGTON EE 'EyQo of © _ ci aaa�z°io m:'3aE naooa 14 O N M E U N o 1=1 rml U a � � w W J3 S B 2 e cps N � () p co a z E d og Em' BEM 4�rn c O N _ M00 N W rWn V z O t� V! nz rnLL VJ ^' z (L .-aW m C O ('� 0 L.I� W P-Y REVISIONS NO. DATE BY Al A a A A 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 2019-03-14 CAD FILE: 18-047_A2.1 JOB NUMBER: 18-047 CHECKED: CS DRAWN: TSJ STATUS: PERMIT FLOOR PLAN ■ 2. REFER TO 12/A7.1 FOR TYP. MOUNTING HEIGHTS. KEY NOTES DEMOLITION CEILING PLAN SCALE: 1/8" = V-0" 1' 1 I CEILING NOTES I A. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECTS DWGS. B. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. C. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. D. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.O.N. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). E. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.O.N. F. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46' ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N, MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.O.N. G. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. H. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. I. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECTS REFLECTED CEILING PLAN AND LIGHTING FLAN, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. J. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE —CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS (PERMITTED SEPARATELY). K. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E) CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECTS CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. L SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR RENEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. M. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINARIES, N. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE, FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW, ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION — RELAMP EXISTING FIXTURES. 0. GC TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS, SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO, CURRENT IBC WALL MOLDING (2' ANGLE) AND SEISMIC SEPARATION JOINTS). P. GC TO VERIFY CODE COMPUANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND/OR ENERGY COMPLIANCE CODES. Q. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. R. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERSEDING CODE ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IME/IBC OR SUPERSEDING CODE. S. PROVIDE EGRESS ILLUMINATION FOR IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. T. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT—CANDLE (11 LUX) AT THE WALKING SURFACE. U. PROVIDE PLAN NOTES TO ADDRESS COMPLIANCE WITH WSEC SECTION C503.6 AND C405.2 V. WSEC SECTION C5G4.6 REWIRES LIGHTING CONTROLS FOR ALTERATIONS TO COMPLY WITH C405.2. OCCUPANCY SENSOR CONTROLS SHALL BE INSTALLED AS REQUIRED PER C405.2.1. W. DAYLIGHT ZONES SHALL BE DESIGNED SUCH THAT UGHTS IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF GENERAL LIGHTING IN ACCORDANCE WITH WSEC SECTION 405.2.4.1. REFERENCE WSEC SECTION C103.2 X. COMPLAINCE WITH THE 2015 WSEC FOR LIGHTING REQUIREMENTS WILL BE REVIEWED UNDER THE ELECTRICAL PERMIT (ARE02,500 SF) REVIEWED FOR CODE COMPLIANCE APPROVED JUL 24 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 0 2019 PERMIT CENTER I CEILING LEGEND I I I EXISTING 2'X4' SUSPENDED CEILING TO BE REMOVED. i EXISTING 2X4 LIGHTING TO REMAIN. ° EXISTING TRACK LIGHTING TO REMAIN. ® EXISTING PENDANT LIGHTING TO REMAIN. =v=a�v=v EXISTING TRACK LIGHTING TO BE REMOVED. LEGEND NOTES: 1. LIGHTING INFORMATION IS ILLUSTRATED FOR REFERENCE PURPOSES, ONLY, TO INDICATE THE DESIGN INTENT. 70 REGISTERED Peero A. de Magaihaes Castro STATEOF WASHINGTON 'E- E L - a---�EaaJs E. dE° E . E N O M U d E� �Lo U N N U IS U- d -- C4 Z m a d � o E $ yo'' c O � N � 00 H U VJ N I— r O� CL Z Z JAW W = 00 Lu 00 0 Lu rn 0� J Q � U) _ Q o� REVISIONS NO. DATE BY A A A 0 A A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36' SCALE: I.11111 AS NOTED PLOT DATE: 2019-03-14 CAD FILE: 18-047 A2.1 JOB NUMBER: 18-047 CHECKED: CS DRAWN: TSJ STATUS: PER DEMOLITION REFLECTED CEILING PLAN A D ■ KEY NOTES REFLECTED CEILING PLAN SCALE: 1/8" = V-0" REVIEWED FOR )DE COMPLIANCE — APPROVED JUL 24 2019 City of Tukwila BUILDING DIVISION I CEILING NOTES I A. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED COILING HEIGHTS INDICATED ON ARCHITECTS DINGS. B. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. C. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. D. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.O.N. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). E. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.O.N. F. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.O.N. G. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. H. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF COILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. I. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECTS REFLECTED CEILING PLAN AND LIGHTING PLAN, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. J. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE—CEIUNG ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS (PERMITTED SEPARATELY). K. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E) CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECTS CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. L SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. M. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINARIES. N. INSTALL NEW LIGHT FIXTURES 'NTH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE, FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW, ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION — RELAMP EXISTING FIXTURES, 0. GC TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO; CURRENT IBC WALL MOLDING (2- ANGLE) AND SEISMIC SEPARATION JOINTS). P. GC TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REWIRED BY CURRENT BUILDING AND/OR ENERGY COMPLIANCE CODES. Q. ALL EXITING LIGHTS AND EGRESS UGHRNG LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. R. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERSEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IME/IBC OR SUPERSEDING CODE. S. PROVIDE EGRESS ILLUMINATION FOR IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. T. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT—CANDLE (11 LUX) AT THE WALKING SURFACE. U. PROVIDE PLAN NOTES TO ADDRESS COMPLIANCE WITH WSEC SECTION C503.6 AND C405.2 V. WSEC SECTION C504.6 REQUIRES LIGHTING CONTROLS FOR ALTERATIONS TO COMPLY WITH C405.2. OCCUPANCY SENSOR CONTROLS SHALL BE INSTALLED AS REQUIRED PER C405.2.1. W. DAYLIGHT ZONES SHALL BE DESIGNED SUCH THAT LIGHTS IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF GENERAL LIGHTING IN ACCORDANCE NTH WSEC SEC11ON 405.2.4.1. REFERENCE WSEC SECTION C103.2 X. COMPLAINCE WITH THE 2015 WSEC FOR LIGHTING REQUIREMENTS WILL BE REVIEWED UNDER THE ELECTRICAL PERMIT (ARE02,500 SF) I CEILING LEGEND I -- -_ NEW 2'X2' SUSPENDED ACT CEILING 8E INSTALLED. PROVIDE SEISMIC UPGRADE AS REQUIRED. 9 A9.1 EXISTING 2X4 LIGHTING TO REMAIN. EXISTING TRACK LIGHTING TO REMAIN. ® EXISTING PENDANT LIGHTING TO REMAIN. NEW LED (INDIRECT/DIRECT RECESSED 2X4 LIGHTING. NEW MEDIUM LED PENDANT. SPEC: TBD. NEW SURFACE MOUNT FIXTURE. SPEC: TBD. NEW TRACK LIGHTING. SPEC: TBD NEW CHANNEL LIGHTING GRID. RECEIVED _ L _ _ CITY OF TUKVV 1 1 1 I NEW LED LINEAR PENDANT. MAR 2 0 2019 PERtulfi NEW DECORATIVE PENDANT. NEW SUSPENDED CABLE TRAY WITH LED LIGHTING. NEW BUILDING STANDARD CEILING OR WALL MOUNTED EXIT SIGNAGE. LEGEND NOTES: 1. LIGHTING INFORMATION IS ILLUSTRATED FOR REFERENCE PURPOSES, ONLY, TO INDICATE THE DESIGN INTENT. REGISTERED Petlr°A. tle Magalhaes Castro STATE OF WASHINGTON ox _ mEr oEv v £T"E.soa of o °__ cEoxJ3.t' N - m N m E o g m H �ui y y x ) my=a Imomm U o 3: c. ON - Cli Z -u- <C BiooEm�, �Em C W ib � s N p, co F U 06 rw V z 0 O J REVISIONS NO. DATE BY A A 0 0 A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOGS: CONSTR. DOGS: 24"46" SCALE: AS NOTED PLOT DATE: 2019-03-14 CAD FILE: 18-047 A2.1 JOB NUMBER: 18-047 CHECKED: CS DRAWN: TSJ STATUS: PERMIT REFLECTED CEILING PLAN A2.2 SCHEDULE NOTES DOOR SCHEDULE 1 0 0 0 1:TM NOTES GENERAL SCHEDULE NOTES: A. FIELD VERIFY EXISTING FRAME SIZES. B. LOCATIONS OF SAFETY GLAZING: OPENINGS WITH A VERTICAL EDGE WITHIN 24' OF A DOOR OPENING AND THE BOTTOM EDGE BELOW 60" A.F.F., AND; OPENINGS MEETING ALL OF THE FOLLOWING: 1. BOTTOM EDGE LESS THAN 18" FROM FLOOR. 2. TOPEDGEGREATER THAN 36" ABOVE FLOOR. 3, GLASS AREA GREATER THAN 9 SQUARE FEET. 4. WALKING SURFACE WITHIN 36" OF THE GLASS UNIT. OTHER LOCATIONS AS REQUIRED BY THE IBC, AS REQUIRED FOR STRENGTH, OR AS RECOMMENDED BY THE GLASS MFR. DOOR SCHEDULE NOTES: A. REFER TO FLOOR PLAN, SHEET A2.1 FOR ADDITIONAL DOOR AND HARDWARE NOTES. B. MAIN EXIT DOORS SHALL HAVE A KEY LOCKING DEVICE. THERE SHALL BE A READILY VISIBLE DURABLE SIGN ADJACENT TO THE DOORWAY STATING, -THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS NOT LESS THAN 1" HIGH ON A CONTRASTING BACKGROUND. THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOKABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. C. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. D. BARRIER FREE ENTRANCE EQUIREMENTS: LANDINGS AT DOORS SHALL BE NOT LESS THAN 60 INCHES IN WIDTH AND IN LENGTH ON THE DOOR SWING SIDE. FLOOR AND/OR LANDING ADJACENT TO DOOR SHALL BE NOT MORE THAN 1/2- INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. E. EXTERIOR LANDINGS SHALL NOT SLOPE MORE THAN 1/4 INCH PER FOOT. F. NEW SWING DOORS TO BE LOCATED 4" OFF ADJACENT PARTITIONS TO ALLOW FOR B/S DOOR TRIM, U.O.N. G. ALL DOORS IN EGRESS PATH TO PROVIDE FREE EGRESS. HARDWARE SCHEDULE NOTES: A. GC TO VERIFY THAT ALL (E) HARDWARE (EXISTING TO REMAIN) IS IN GOOD WORKING ORDER, AND MEETS TENANT SPECIFIC REQUIREMENTS. B. ALL DOOR HARDWARE TO COMPLY WITH ADA GUIDEUNES. C. ALL CLOSERS TO BE LOCATED ON INTERIOR OF SPECIFIED ROOM. D. ALL NEW HARDWARE PER B/S STANDARDS AND CODE REQ. G.C. TO ASSESS AND REUSE (E) INVENTORY OF DOORS AND HARDWARE. E. ALL FINISHES TO BE SATIN CHROME OR S.S.. REFER TO FLOOR PLAN FOR RH OR LH SWING. HARDWARE GROUP #4 NAME OF COOR NUMBER DESCRIPTION FIN MANUF. 3 PR B/S HINGES 4 1/2' x 4 1/2' 26D B/S i PR PULLS 626 B/S 1 EA B/S WALL STOP 626 B/S DOOR # ROOM NAME RM # SIZE ITYPE MATERIA GLAZING TYPE I MATERIAL H.G. 101 1 BREAK ROOM 101 3'-0"X 7'-0" A Sc B Sc 1 103 1OFFICE 103 3'-0"X 7'-0" A Sc B Sc 1 109A BREIFING ROOM 109 3'-0"X 7'-0" A Sc B Sc 1 109E BREIFING ROOM 109 3'-0"X7'-0" A Sc B Sc 1 110A BREIFING ROOM 110 3'-0"X T-0" A Sc B SC 1 110E BREIFING ROOM 110 3'-0"X7'-0" A SC B SC 1 DOOR TYPES SCALE: 114"-1'-0" A NOTE: REFER TO FLOOR PLAN FOR DOOR SWING DIRECTION AND HANDEDNESS SC = SOLID CORE - PAINT GRADE FRAME TYPES SCALE: tl4" = i'-0' 3'-4' 2'� p, 2' B NOTE: REFER TO FLOOR PLAN FOR DOOR SWING DIRECTION AND HANDEDNESS SC = SOLID CORE - PAINT GRADE A NOTE: REFER TO FLOOR PLAN FOR DOOR SWING DIRECTION AND HANDEDNESS SC = SOLID CORE - PAINT GRADE GLAZ = ALL GLAZING TO BE TEMPERED SAFETY GLAZING GLAZING TO BE ONE-WAY MIRRORED HANDLE 2-3/4' o - r FIRE EXTINGUISHER CABINET PROVIDE BLOCKING PER MANAFACTURER'S REQ. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 24 2019 City of Tukwila BUILDING DIVISION B.O. CEILING DOOR AS SPECIFIED LIGHT SWITCH: DOTTED UNE INDICATES LOCATION OF LARGER PLATE IF NEEDED 6" . 6' . FOR MORE SWITCHES �E----- THERMOSTAT HARDWARE SET AS SCHEDULED 6" NOTE LOCATE ELECTRICAL & TELEPHONE WALL OURETS k SWITCH PLATES 0 NEAREST STUD FROM —IoI �o] SCALED LOCA110N ON PLAN UNLESS `� OTHERWISE SPEC19CALLY NOTED. DUPLEX OUTLET WALL TELEPHONE OUTLET FINISH FLOOR RECEIVED CITY OF TUKWILA ROAR Z 0 2019 t �J PERMIT CENTER MOUNTING HEIGHTS DIAGRAM 70S REGISTERED Pedro A. de Magamass Castro STATE OF WASHINGTON v�voa��so ° a o E aa. 62Z- 4 E` a rSo'3oa o _ f E o a U ¢¢`asz°Tow E''a Eaa°uoo'. G1 N M o f '... 1400 CD W V V a U �.rn1r� u U y Nj ?•' a U O > m 75 o �ooE QE�o 00 0 � N m 00 00 00 — U 06 (Wi� V z O YJ F_ {.ice 0 F— n Z Q z w J Q W = - Q O wm I— F_ a Wz0 �I / 1.{� F_ REVISIONS NO. DATE BY IA Al ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE• AS NOTED PLOT DATE: 2019-03-14 CAD FILE: 18-047 A7.1 JOB NUMBER: 18-047 CHECKED: CS DRAWN: TSJ STATUS: PERMIT DOOR SCHEDULE 1/2" = 1'-0" PROVIDE LATERAL BRACING AS REQUIRED TO DECK ABOVE, SEE 2/A.9.1. NEW SUSPENDED ACOUSTICAL TILE OR EXISTING GWB CEILING INSULATION WHERE OCCURS MTL STUD. REM TO WALL LEGEND FOR WALL TYPES, 5/8" GYPSUM WALL BOARD RUBBER BASE PER OWNER FINISH FLOOR CEO] .•1• SCALE: 3" = V-0" 7Ml ACOUSTICAL BATTS WHERE t EXIST ROOF FRAMING ATTACH CROSS BRACING TO ROOF DECK W/ FASTENERS (TYP). CROSS BRACING AT 4'-0' O.C.: 2-1/2' 25 GA. STL STUDS ATTACH W/ 16 SHE MR SCREW. ATTACH CROSS BRACING TO RUNNER W/ $6 SHT Ml SCREW. 5/8' TYPE 'X' GWB EACH SIDE OF WALL MITI • . •&A 1 , i • l SCALE: 3" = V-0" NOTES: 1. PROVIDE CROSS -BRACING FOR SUSPENDED ACOUSTICAL CEIUNG SYSTEM 0 12'-0' O.C. BOTH WAYS WITH (MIN.) NO. 12 GAUGE WIRES PER ASCE 7-10, ASTM C635, ASTM C636 AND ASTM E580. 2. THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT MORE THAN 12' O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL. 3. TO FACILITATE INSTALLATION, MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO BE INDEPENDENT OF THE WALL STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING AT 12' O.C. MAXIMUM. 4. ACOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 808. 5. FOR AREAS EXCEEDING 1,000 S.F., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURE ABOVE SHALL BE PROVIDED. 6. FOR AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. 7. ALL PENETRATIONS SHALL HAVE A 2" OVERSIZE RING TO PROVIDE FREE MOVEMENT OF AT LEAST 1" IN ALL DIRECTIONS. B. ALL CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED SEPARATELY OF THE CEILING. NON-COMBUSTBLE STRUT CAPABLE OF RESISTING VERTICAL COMPONENTS INDUCED BY BRACING 'MRES. FASTEN SECURELY TO STRUCTURE ABOVE 12 G.A. VERT, HANGER WIRE D 4'-T O.C. BOTH WAYS LATERAL FORCE BRACING 4 EA. 12 GA. WIRE SECURED TO MAIN RUNNER WITHIN 2' OF CROSS TEE INTERSECTION & SPLAYED W FROM E.A. OTHER 12'-O' O.C. IN BOTH DIRECTIONS W/FIRST POINT WITHIN 4'-O" FROM EA WAIL MAIN RUNNER CROSS TEE A❑ LATERAL FORCE BRACING EMT CONDUIT 1/2' EMT CONDUIT UP TO 5 IT 3/4' EMT CONDUIT UP TO 7' 8' 1' EMT CONDUIT UP TO 9' 9' METAL STUDS SINGLE 1-51T x 33 MIL STUD UP TO 12' 0' BACK-TO-BACK 1-5/8' x 33 MIL STUDS UP TO 15 T SINGLE 2-1/2' x 33 MIL STUD UP TD 13' 6' BACK-TO-BACK 2-1/27 x 18 MIL STUDS UP TO 15 0' NOTE: PLENUM AREAS GREATER MAN 15 0' HIGH MALL REQUIRE ENGINEERING CALCULATIONS FOR COMPRESSION STRUTS 12 GA. VERT. WIRE (TYP.) 3 TURNS MIN. (TYP.) MAIN RUNNER OR CR TEE PROVIDE 3/4' SPACE 0 OPP. WALL ACOUS. TILE 2' PERIMETER WALL l .� ATTACH MEMBERS 0 PERIMETER & TWO ADJ. WALLS ONLY. © VERTICAL WIRE SPACING ARMSTRONG MAIN BEAM MIN. 3/4" AT UN -ATTACHED WALLS El� ARMSTRONG CROSS TEE ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG MAIN BEAM ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG CROSS TEE ❑E ATTACHED 2" WALL MOLDING PERIMETER COMPONENTS TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS ARMSTRONG CROSS TEE 5/4x MDF TOP CAP - PRIMED & PAINTED TO MATCH WALLS z 4 FRY REgiT T REVEAL PER DETAIL 8/A3.1 SIMILAR T.O. WALL CAP - SEE PLAN FOR HEIGHT 2x WOOD NAILER GAUGE FRAMING TOP TRACK 5/8' GWB - PRIME & PAINT CUT BACK WALL BRACE BASEPLATE AS NECESSARY FOR END -OF -WALL APPLICATION TUBE STEEL WALL BRACE SUPPORT - 3-5/8' METAL STUD WALL PER PLANS & LEGEND / STUDS — 2'x2' TUBE STEEL PONY WALL BRACE (STEELTEC SUPPLY 'WALL BRACE SUPPORT' OR EQUAL) 0 FREE I I rB END OF WALL I /A9.1 ( i J WALL BASE PER PLAN BIM TRACK SET WALL BRACE SUPPORT WITHIN WALL BTM TRACK A❑ SECTION © PLAN SCALE: 1 1/2" = V-0" © COMPRESSION POST POP -RIVET THIS SIDE ONLY -FACIA MOLDING PER MANUFACTURER ❑D SEPARATION JOINT CHANNEL MOLDING 12 GA LATERAL SUPPORT W1RE WITHIN 3' OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURUN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT. 12 GA FIXTURE SUPPORT WARES AT CENTER ENDS OF EA I FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. 1ANGER STRONG BEAM 60' MAX. TYP. 45' 45' RECESSED FLUORESCENT FIXTURE CROSS TE �— MAIN STRUCTURAL RUNNER 4'-0' O.C. TYPICAL LIGHT FIXTURE BRACING ELEVATION ! SECTION IT% \ V>"II \-BOTTOM OF STRUC SLOTTED LONG LEG TOP TRACK SYSTEM, SUCH AS STEELER INC BET DEFLECTION TRACK O CEIUNG AS SCHEDULED WHERE NOTED Q3 n BOTTOM TRACK, WITH POWER DRIVEN ATTACHMENT. TOP TRACK SIMILAR SLAB BXUV.U419 FIRE RESISTANCE RATINGS: ANSI UL 263 J CHANNEL SHAPED, FABRICATED FROM MIN 20 GA. (33 MILS) CORROSION -PROTECTED STEEL, MIN. WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN. 1' LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24" OC. MAX. 2O CHANNEL SHAPED, CORROSION -PROTECTED STEEL, MIN WIDTH 2-1/2" 20GA (33 MILS), MIN 1-1/4" FLANGES AND 1/4' RETURN, SPACED 16" OC. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT 12'-10" O3 MINERAL WOOL BATTS OR GLASSFIBER WITH UL CLASSIFICATION MARKINGFRICTION FITTED BETWEEN STUDS AND RUNNERS. MIN. THICKNESS 1-1/2". ® GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OD STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT (MULTI -LAYERED SYSTEMS) STAGGERED A MIN OF 12". PROVIDE ONE LAYER TYPE'X' 5/8" THICK PER SIDE. 5U TYPE S OR S-12 #6 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1" LONG FOR 1/2" AND 5/8" PANELS OR 1-1/4" LONG FOR 3/4" THICK PANELS, SPACED 8" OC. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8" OC. ALONG VERTICAL AND BOTTOM EDGES AND 12" OC. IN THE FIELD WHEN PANELS ARE APPUED VERTICALLY. © VINYL OR CASON, DRY OR PREMIXED JOINT COMPOUND APPUED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2' WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. WHEN USED IN AN EXISTING ASSEMBLY CONTRACTOR MAY MODIFY DETAIL TO EXISTING CONDITIONS AS LONG AS THE RATING IS MAINTAINED. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 24 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 0 2019 PERMIT CENTER 70 REGISTERED agc�iT Pedro A. de Magaih.SA Castro STATE OF WASHINGTON s -vSS .o a .. _ _ rn E E z E _ © oEo aEo 'aaa 5 zo oa.. as E nnooa co � o E (r NO M Va Q 0 W in o d o M E. N m� ollowU 1.� t4 N N ��.. C `L U 'I-m m c Z O rn m da,EoE BEM m 2 L6 N co Oo mlU'l N W f— REVISIONS NO. DATE BY A Al Al 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOGS: 24"x36" SCALE: •AS NOTED PLOT DATE: 2019-03-14 CAD FILE: 18-047_A9A JOB NUMBER: 18-047 CHECKED: CS DRAWN: TSJ STATUS: PERMIT INTERIOR DETAILS A9. SCALE: N.T.S. SCALE: 3" = V-0" GENERAL NOTES 1, IT SHALL BE NOTED BY THE GENERAL CONTRACTOR AND ALL 5UB-CONTRACTOR5 THAT THIS SET OF PLANS AND THE INFORMATION CONTAINED WITHIN IN NO WAY RELIEVES SAID PARTIES OF THEIR RESPONSIBILITY TO INVESTIGATE AND COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES AND TO PERFORM ALL WORK TO THE HIGHEST STANDARDS, 2, IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTOR5 TO VERIFY THE ACTUAL SPACE AND MECHANICAL REQUIREMENTS OF ALL ITEMS SHOWN AS FUTURE, NIC, SUPPLIED BY "OTHERS", ETC., WITH THE OWNER PRIOR TO ROUGH -IN AND CONNECTION. 3, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO IMMEDIATELY NOTIFY THE KITCHEN EQUIPMENT CONTRACTOR 111] WRITING OF ANY CHANGES TO THE BUILDING THAT AFFECT EQUIPMENT PLACEMENT AND SIZES (IR, WALL CHANGES, WATER HEATER LOGATION5, ELECTRICAL PANELS, ETC). 4. SUITABLE WALL BACKING AS SHOUT! ON THESE PLANS AND AS REQUIRED BY THE OWNER SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. 5. THE GENERAL CONTRACTOR SHALL PROVIDE FLOOR, WALL, CEILING AND ROOF PENETRATIONS, INCLUDING, BUT NOT LIMITED TO THOSE REQUIRED FOR, MAKE-UP AIR, CLASS 11 EXHAUST DUCTS, FIRE -RATED 5HAFT5 FOR CLASS I EXHAUST DUCTS, 6. THE GENERAL CONTRACTOR SHALL PROVIDE CONDUIT AND SLEEVES FOR REFRIGERATION LINES, SYRUP, CARBON DIOXIDE GAS, BEER LINES, LIQUOR LINES, AND DATA LINES. CONDUIT SHALL BE CIRCULAR PVC EQUAL TO THE DIAMETER INDICATED ON PLANS. ALL BENDS SHALL HAVE A MINIMUM RADIUS OF TWENTY-FOUR INCHES. 1. THE GENERAL CONTRACTOR SHALL PROPERLY SEAL ALL WALL AND FLOOR PENETRATIONS AFTER THE INSTALLATION OF RELATED EQUIPMENT AND FURNISHING ITEMS. 8 ALL DIMEN51ON5 SHOWN ARE FROM FACE OF FINISHED WALL OR FLOOR 13. ALL UTILITY ROUGH-I1,15 SHOWN ON THESE PLANS ARE SUBJECT TO CHANGE PENDING FINAL EQUIPMENT SELECTION AND LOCATION. 10. ALL UTILITY ROUGH -INS, FINAL CONNECTIONS, AND NOOK -UPS SHALL BE PROVIDED AND PERFORMED BY THE RESPECTIVE LIGENSED 5UB-GONTRACTOR5 IN COMPLIANCE WITH APPLICABLE NATIONAL AND LOCAL CODES. ll. SEISMIC BRACING INFORMATION, IF REQUIRED, IS NOT INDICATED ON THESE PLANS NOR IS IT PROVIDED BY THE KITCHEN EQUIPMENT CONTRACTOR UNLESS OTHERWISE SPECIFIED HEREIN. 12. WHERE EQUIPMENT PRODUCES NOISE THAT MAY VIBRATE THROUGH WALLS TO ANY PUBLIC AND/OR DINING AREAS, THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ADEQUATE SOUND PROOFING IN WALLS. EQUIPMENT SCHEDULE ITEM NO OTY EQUIPMENT CATEGORY 1 — SPARE NUMBER 2 1 MIXER, PIZZA 3 3 BIN, INGREDIENT 4 1 TABLE, BAKERS W/SPLASH 5 2 SHELF, WALL MOUNT 6 1 RACK, PAN 7 1 CABINET, MOBILE, WARMING & HOLDING 8 4 TRASH CAN 9 2 SHELF, WALL MOUNT 10 1 t ISINK, SCULLERY, 1 COMPARTMENT 11 1 IFAUCET, WALL MOUNT 12 1 SINK, HAND, WALL MOUNT 13 1 FAUCET, WALL MOUNT 14 LOT SCULLERY SHELVING 15 1 DISHTABLE W/ 3—COMP SINK 16 2 FAUCET, WALL MOUNT 17 2 SHELF, WALL MOUNT 18 1 VENTLESS DISHWASHER, HIGH TEMP 19 1 PRE —RINSE FAUCET, WALL MOUNT 20 1 DISHTABLE, 'L' SHAPE W/ SCRAP SINK 21 1 MOBILE TRASH CAN W/ DOLLY 22 1 DISHTABLE. SORTING RACK 23 1 FILTER SYSTEM, FOUNTAIN BEVERAGE 24 1 ICE MAKER W/O BIN 25 1 BIN, ICE 26 2 ITABLE, WORK 27 4 ISHELF, WALL MOUNT 28 — SPARE NUMBER 29 — SPARE NUMBER 30 1 WALK—IN COOLER 31 1 COOLER EVAPORATOR COIL 32 1 COOLER CONDENSER 33 LOT COOLER SHELVING 34 1 WALK—IN FREEZER 35 1 FREEZER EVAPORATOR COIL 36 1 FREEZER CONDENSER 37 LOT FREEZER SHELVING 38 LOT DRY STORAGE SHELVING 39 — SPARE NUMBER 40 1 TYPE I HOOD 41 1 FIRE SUPPRESSION SYSTEM 42 1 EXHAUST FAN/ DCV 43 1 EXHAUST DUCTWORK 44 1 MAKE—UP AIR UNIT 45 1 MUA DUCTWORK 46 LOT WALL FLASHING 47 1 FREEZER, REACH —IN 48 3 FRYER, DEEP FAT, GAS 49 2 RANGE, RESTAURANT, GAS 50 3 PIZZA SCREEN RACK, WALL MOUNT 51 1 REFRIGERATOR, PIZZA PREP 52 2 OVEN, CONVEYOR 53 1 TABLE, WORK 54 1 2 IREFRiGERATOR, PIZZA PREP 55 1 TABLE, WORK 56 1 OVEN, MICROWAVE/CONVECTION, COMBI 57 1 TRASH CAN 58 1 SINK, HAND, WALL MOUNT 59 1 FAUCET, WALL MOUNT 60 2 WARMER, FOOD OVERHEAD 61 1 PASS SHELF 62 1 PICKUP COUNTER 63 1 TABLE, WORK 64 1 DROP —IN, HOT WELLS, TOP —MOUNT 65 1 WALK—IN COOLER 66 1 1COOLER EVAPORATOR COIL 67 1 1COOLER CONDENSER 68 3 SHELVING, BEER KEGS 69 1 SHELVING, BEER KEGS 70 4 POS SYSTEM & PRINTER 71 1 ORDER COUNTER 72 1 BACK BAR COUNTER 73 1 PRINTER 74 — SPARE NUMBER 75 1 1 IBAR TOP & DIE WALL 76 1 UNDERBAR HANDSINK 77 1 UNDERBAR DRY STORAGE 78 1 UNDERBAR ICE CHEST 79 1 UNDERBAR SPEED RAIL 80 1 UNDERBAR SODA GUN FILLER 81 1 CARBONATOR 82 1 UNDERBAR DUMP SINK 83 1 UNDERBAR FILLERS & DRAINBOARDS 84 1 WAREWASHER, UNDERCOUNTER, HIGH TEMP 85 1 UNDERBAR DRY STORAGE 86 1 UNDERBAR ICE CHEST 87 1 UNDERBAR SPEED RAIL 88 1 UNDERBAR SODA GUN FILLER 89 1 CARBONATOR 90 1 UNDERBAR DUMP SINK 91 1 UNDERBAR DRY STORAGE 92 1 UNDERBAR FILLERS & DRAINBOARDS 93 1 UNDERBAR LIQUOR DISPLAY 94 1 BACK BAR EQUIPMENT 95 1 BEER TAPS, WALL MOUNT, W/ GLASS RINSER 96 1 BACK BAR EQUIPMENT 97 — SPARE NUMBER 98 — SPARE NUMBER 99 — SPARE NUMBER 100 1 BAG & BOX & CO2 TANKS 101 1 SINK, MOP 102 1 SERVICE SINK FAUCET, WALL MOUNT 103 1 SHELF, WALL MOUNT EQUIPMENT PLAN Scales 1/4"=I'-0" --------- 42 44 32 36 67 Q43 45 EXHAUST FANG 4 MAKE UP AIR UNIT REMOTE CONDENSING UNITS VERIFY LOCATION VERIFY LOCATION REVIEWED FOR CODE COMPLIANCE'. APPROVED JUL 24 2019 City of Tukwila BUILDING DIVISION'I RECEIVED CITY OF TUK%VILA JUL 10 2019 PERMIT CENTER E A� 21 z a o v m� v E N„u> N C O lL 1rT,1 r �d m ¢� O ¢0 t- Q U) r 1.y V m `L CL J Z P ~ REVISION INFORMATION # START PERMIT 0 10119/18 12120118 # PRELIM REVISION 1 10/24/18 06/24119 2 11/07/18 — 3 111108118 4 11/12/18 — 5 12/18/18 6 — 7 8 — — This plan is the property of Bargreen Ellingson and is loaned subjeato the condition that it Is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used In any way detrimental to the best interests of the company. ©2018 BARGREEN ELLINGSON INC. DRAWN BY: R. SMITH PROJECT MANAGER: J. UNSELL SHEETTITLE: FOODSERVICE EQUIPMENT PLAN SHEET NUMBER K-1 1 OF 6 PROJECT NUMBER 4722 - 3 REVIEWED FOR CODE COMPLIANCE APPROVED {-- JUL 2 4 2019 LU City of Tukwila BUILDING DIVISION RECEIVED �- CITY OF TUKWILA I1t�pp �T t 2 I] 2Ut9 Q) PERMIT CENTER N CV EQUIPMENT SCHEDULE ITEM NO QTY EQUIPMENT CATEGORY MANUFACTURER MODEL NUMBER LO IL 4_ p InW S J 7E w ON ON pN ON z U Ld a=N OfN z Ov INN LIJ 0IN U ,LJ N cw1 S m i - SPARE NUMBER 2 1 MIXER, PIZZA HOBART US FOODSERVQE HL662-1STD 18.0 2-7 200--240 i X 3 3 BIN, INGREDIENT CAMBRO IBS20148 4 1 ITABLE, BAKER'S W/SPLASH JOHN BOOS & CO. D$807 5 2 ISHELF, WALL MOUNT EAGLE GROUP/METAL MASTERS SWS1250-16/3 6 1 RACK, PAN NEW AGE INDUSTRIAL 1331 7 1 CABINET, MOBILE, WARMING & HOLDING VULCAN VP18 16.7 120 i X 5-20P 8 4 TRASH CAN RUBBERMAID SLIM JIM 9 2 SHELF, WALL MOUNT EAGLE GROUP/METAL MASTERS SWS1272-16/3 10 1 SINK, SCULLERY, 1 COMPARTMENT EAGLE GROUP/METAL MASTERS 314-22-1-24 1.5 11 1 FAUCET, WALL MOUNT T & S BRASS B-0231 0.5 0.5 12 1 SINK, HAND, WALL MOUNT EAGLE GROUP/METAL MASTERS HSA-10 1.5 13 1 FAUCET, WALL MOUNT T & S BRASS B-1146 0.5 0.5 14 LOT SCULLERY SHELVING EAGLE GREEN EPDXY SHELVING 15 1 DISHTABLE W/ 3-COMP SINK EAGLE GROUP/METAL MASTERS CDTR-84-16/3 1.5 16 2 FAUCET, WALL MOUNT T & S BRASS B-0231 0.5 0.5 17 2 SHELF, WALL MOUNT EAGLE GROUP/METAL MASTERS SWS1272-16/3 18 1 VENTLESS DISHWASHER, HIGH TEMP BY OWNER LEASE VFY VFY X VEY VEY VEY 19 1 PRE -RINSE FAUCET, WALL MOUNT T & S BRASS 8-0133-12-CR-B 0.5 0.5 20 1 DISHTABLE, 'L' SHAPE W/ SCRAP SINK EAGLE GROUP/METAL MASTERS SDTLL-84-15/3 1.5 21 1 MOBILE TRASH CAN W/ DOLLY RUBBERMAID FC264360BLA 22 1 DISHTABLE, SORTING RACK EAGLE GROUP/METAL MASTERS 606295 23 1 FILTER SYSTEM, FOUNTAIN BEVERAGE SCOTSMAN SSM3-P 0.375 0.5 24 1 ICE MAKER W/0 BIN SCOTSMAN C1448MA-32D 17.7 208 i X 0.375 0.75 25 1 BIN, ICE SCOTSMAN B948S 0.75 26 2 TABLE, WORK EAGLE GROUP/METAL MASTERS T3060SEB-BS 27 4 SHELF, WALL MOUNT EAGLE GROUP/METAL MASTERS SWS1260-16/3 28 - SPARE NUMBER 29 - SPARE NUMBER 30 1 WALK-IN COOLER THERMAL RITE CUSTOM 15.0 120 1 X 31 1 lCOOLER EVAPORATOR COIL THERMAL RITE TBD 1.6 120 1 X 1 32 1 1 ICOOLER CONDENSER THERMAL RITE TBD 15.0 3/4 208 1 X 33 LOT ICOOLER SHELVING EAGLE GREEN EPDXY SHELVING 34 1 WALK-IN FREEZER THERMAL RITE CUSTOM 15.0 1 120 1 X 35 1 FREEZER EVAPORATOR COIL THERMAL RITE TBD 1.6 1 120 1 X 1 36 1 FREEZER CONDENSER THERMAL RITE TBD 15.0 3/4 208 3 X 37 LOT FREEZER SHELVING EAGLE GREEN EPDXY SHELVING 38 LOT DRY STORAGE SHELVING EAGLE WIRE SHELVING 39 - SPARE NUMBER 40 1 TYPE I HOOD CAPTIVE AIRE CUSTOM 20.0 120 1 X 41 i IFIRE SUPPRESSION SYSTEM CAPTIVE AIRE ANSUL SYSTEM 20.0 120 1 X 42 1 EXHAUST FAN/ DCV CAPTIVE AIRE DU180HFA 6.6 1.5 208 3 X 43 1 EXHAUST DUCTWORK BY HVAC BY HVAC 44 1 MAKE-UP AIR UNIT CAPTIVE AIRE Ai-D.250-G70 5.1 2.0 208 3 X 105 45 1 MUA DUCTWORK BY HVAC BY HVAC -VEY 46 LOT WALL FLASHING EAGLE CUSTOM STAINLESS 47 1 FREEZER, REACH -IN TRUE MANUFACTURING CO, INC.T-23F-HC 5.5 0.5 115 1 IXI 5-15P 48 3 FRYER, DEEP FAT, GAS VULCAN 1VEC35M I 1 0.75 70 49 2 RANGE, RESTAURANT, GAS VULCAN 36C-36G-N 4.0 115 1 1 X I 5-15P 0.75 95 50 3 PIZZA SCREEN RACK, WALL MOUNT AMERICAN METAL 19107 51 1 REFRIGERATOR, PIZZA PREP TRUE MANUFACTURING CO., INC.TPP-44 8.6 0.3 115 i IXI 5-15P 52 2 OVEN, CONVEYOR TURBOCHEF HHC-1618VNTLS-48 (STACKED) 37.0 208 i 1 XI 5-50P 53 1 TABLE, WORK EAGLE GROUP/METAL MASTERS T3660SEB-BS 54 2 REFRIGERATOR, PIZZA PREP TRUE MANUFACTURING CO., INC.TPP-67 8.6 0.3 115 i 1 XI 5-15P 55 1 TABLE, WORK EAGLE GROUP/METAL MASTERS T3624SEB-BS 56 1 JOVEN, MICROWAVE/CONVECTION, COMBI TURBOCHEF BULLET 30.0 208 1 XI 6-30P 57 1 TRASH CAN RUBBERMAID SLIM JIM 58 i ISWK, HAND, WALL MOUNT EAGLE GROUP/METAL MASTERS HSA-10 1.5 59 1 IFAUCET, WALL MOUNT T & S BRASS B-1146 0.5 0.5 60 2 WARMER, FOOD OVERHEAD HATCO GRAH-48D3 10.6 1 208 1 X 61 1 PASS SHELF EAGLE CUSTOM 62 1 PICKUP COUNTER CUSTOM MILLWORK BY OTHERS 63 1 TABLE, WORK EAGLE GROUP/METAL MASTERS CUSTOM 64 1 DROP -IN, HOT WELLS, TOP -MOUNT WELLS MOD- 1DOTD/AF 6.0 1 208 1 X 0.25 1 1 0.5 65 1 WALK-IN COOLER THERMAL RITE CUSTOM 15.0 120 1 X 66 1 COOLER EVAPORATOR COIL THERMAL RITE TBD 1.6 120 1 XI 1 67 1 ICOOLER CONDENSER THERMAL RITE TBD 15.0 3/4 208 1 X 68 3 SHELVING, BEER KEGS NEW AGE INDUSTRIAL 31842TT7 69 1 SHELVING, BEER KEGS NEW AGE INDUSTRIAL 1288 70 _ 4 POS SYSTEM & PRINTER BY OWNER BY OWNER 15.0 120 1 X VERIFY 71 1 ORDER COUNTER CUSTOM MILLWORK BY OTHERS 72 1 BACK BAR COUNTER CUSTOM MILLWORK BY OTHERS 73 1 PRINTER BY OWNER BY OWNER 15.0 120 1 X VERIFY 74 - SPARE NUMBER 75 1 1 BAR TOP & DIE WALL CUSTOM MILLWORK BY OTHERS 76 1 1 JUNDERBAR HANDSINK PERUCK T512HSN 0.5 0.5 1.5 77 1 UNDERBAR DRY STORAGE PERUCK SC24 7.5 78 1 UNDERBAR ICE CHEST PERUCK T530IC10 0.5 79 1 UNDERBAR SPEED RAIL PERUCK SR-S36A 80 1 UNDERBAR SODA GUN FILLER PERUCK TS6SGB 81 1 CARSONATOR BY PURVEYOR BY PURVEYOR VEY 120 1 X 5-15P 0.375 82 1 UNDERBAR DUMP SINK PERUCK TSD12HS 1 0.5 0.5 1.5 83 1 UNDERBAR FILLERS & DRAINBOARDS PERUCK TSF18 1.5 84 1 WAREWASHER, UNDERCOUNTER, HIGH TEMP BY OWNER LEASE VEY VEY X VEY I VEY VEY 85 1 UNDERBAR DRY STORAGE PERUCK SC24 1.5 86 1 UNDERBAR ICE CHEST PERUCK TS301CIO 0.5 87 1 UNDERBAR SPEED RAIL PERUCK SR-S36A 88 1 UNDERBAR SODA GUN FILLER PERUCK TS6SG8 89 1 CARBONATOR BY PURVEYOR BY PURVEYOR VEY 120 1 X 5-15P 0.375 90 1 UNDERBAR DUMP SINK PERUCK TSD12HS 0.5 0.5 1.5 91 1 UNDERBAR DRY STORAGE PERUCK SC24 1.5 92 1 UNDERBAR FILLERS & DRAINBOARDS PERUCK TS_F90TC 1.5 93 i UNDERBAR LIQUOR DISPLAY PERUCK T518LS 94 1 BACK BAR EQUIPMENT FERUCK D896 95 1 BEER TAPS, WALL MOUNT, W/ GLASS RINSER PERUCK 4076BK20 0.375 0.5 96 i BACK BAR EQUIPMENT PERUCK BBSLP108�tR 6.7 0.3 120 1 X 5-15P 97 - SPARE NUMBER 98 - SPARE NUMBER 99 - SPARE NUMBER 100 1 BAG & BOX & CO2 TANKS BY PURVEYOR _ BY PURVEYOR 101 1 SINK, MOP EAGLE GROUP/METAL MASTERS F1915 2 102 1 SERVICE SINK FAUCET, WALL MOUNT T & S BRASS 6-0555-BSTR 0.5 0.5 103 1 SHELF, WALL MOUNT EAGLE GROUP/METAL MASTERS U50B24-16/3riq RE z m z N m rn c LLMS M N xV O �N W � J CO C O g ~ O o O H y pm 0- z Q -r v REVISION INFORMATION #I START I PERMIT 0 10/19/18 12/20/18 # PRELIM REVISION 1 10/24/18 2 11/07/18 - 3 11108118 -- 4 11112/18 - 5 12/18118 - 6 - - 7 - 8 __ - This plan is the property of Bargreen Ellingson and is loaned subject io the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is notto he used in any way detrimental to the best interests of the company. ©2018 BARGREEN ELLINGSON INC. DRAWN BY: R. SMITH PROJECT MANAGER: J. UNSELL SHEET TITLE: EQUIPMENT SCHEDULE SHEET NUMBER K-2 2OF6 PROJECT NUMBER 4722 ELECTRICAL NOTES I. ALL ELECTRICAL ROUGH -IN WOW AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE ELECTRICAL CONTRACTOR PER NATIONAL AND LOCAL CODES. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL STAINLESS STEEL OUTLET AND RECEPTACLE COVERS IN SERVICE AREAS. 3. THE ELECTRICAL CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE THE ARCHITECT'S PLAN SET FOR ADDITIONAL ELECTRICAL REQUIREMENTS INCLUDING OFFICE, MENU BOARDS, TELEPHONE AND DATA LINES, ETC. 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FUSED DISCONNECTS FOR EQUIPMENT HOOK-UPS AS REQUIRED BY CODE AND LABELING. 5. ALL ELECTRICAL ROUGH -IN WOW AND ALL FINAL CONNECTIONS FOR ALL ITEMS SHOWN AND SPECIFIED ON THESE PLANS BY BARGREEN ELLINGSON SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR 6, UNLESS OTHERMOE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL -TYPE MATERIALS INCLUDING, BUT NOT LIMITED TO: WIRING, SWATCHES, DISCONNECTS, FLEX, CONDUIT, CCNTACTORS,TRANISFORMERS,THERMAL OVERLOAD PROTECTORS, MAGNETIC STARTERS, SHUNT TRIP BREAKERS, ELECTRICAL PANELS, CORDS, PLUGS, COVERS, ETC. 1. ELECTRICAL CONTRACTOR SHALL PROVIDE THE KITCHEN EQUIPMENT CONTRACTOR WITH ELECTRICAL PANELS) SIZE AND LOCATION ALONG WITH AVAILABLE VOLTAGE AND PHASE. 6. ANY LOW VOLTAGE WIRING FOR REMOTE WALK-IN CONTROL PANEL TO BE INSTALLED BY ELECTRICIAN. 9. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL COMPONENTS FOR WALK-IN REFRIGERATORS AND FREEZERS INCLUDING, BUT NOT LIMITED TO: LIGHTS, DOOR VENTS, SOLENOIDS, TIME CLOCKS, DEFROST CIRCUITS, DOOR HEATER AND INTERCONNECTIONS BETWEEN REMOTE COMPRESSORS AND INTERIOR MOUNTED EVAPORATOR COILS. ELECTRICAL SHALL ALSO PROVIDE D16CONNECTS AND THERMO-OVERLOAD PROTECTION FOR COMPRESSORS. 10. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL HEAT TAPE ON DRAIN LINES IN DANGER OF FREEZING. VERIFY LENGTH WITH REFRIGERATION CONTRACTOR 11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS AT THE POWER BOX FOR EACH ICE MACHINE HEAD. 12. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE INTERCONNECT SWITCHING BETWEEN THE KITCHEN HOOD EXHAUST FANS AND THE KITCHEN MAKE-UP AIR SYSTEMS AS REQUIRED PER LOCAL CODE AND AUTHORITIES, 13. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL CONTACTORS ON ALL ELECTRICAL OUTLETS, JUNCTION BOXES, ETC, LOCATED UNDER ANY CLASS I EXHAUST HOOD SO AS TO DISCONNECT UPON ACTIVATION OF THE FIRE SUPPRESSION SYSTEM. 14. ELECTRICAL CONTRACTOR SHALL VERIFY REQUIREMENTS OF CASH REGISTERS, PRINTERS, COMPUTERS, SOUND SYSTEM, ETC. INCLUDING CONDUIT RJNS AND DEDICATED / ISOLATED OUTLET REQUIREMENTS. IS. ALL DIMENSIONS SHOWN ARE FROM GRID LINES, FINISHED WALLS OR FINISHED FLOORS TO CENTER LINE OF ELECTRICAL OUTLET BOXES. HEIGHTS ARE NOT TO BE TAKEN FROM CURBS OR PLATFORMS. 16. TEMPERATURE SENSORS RELATED TO THE HOOD SYSTEM, AND INTENDED TO BE INSTALLED IN THE KITCHEN SPACE, SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR ACCORDING TO THE MANUFACTURER'$ SPECIFICATIONS. EQUIPMENT SCHEDULE ITEM NO QTY EQUIPMENT CATEGORY 1 — SPARE NUMBER 2 1 MIXER, PIZZA 3 3 BIN, INGREDIENT 4 1 TABLE, BAKERS W/SPLASH 5 2 SHELF, WALL MOUNT 6 1 RACK, PAN 7 1 CABINET, MOBILE, WARMING & HOLDING 8 4 TRASH CAN 9 2 SHELF, WALL MOUNT 10 1 SINK, SCULLERY, 1 COMPARTMENT 11 1 FAUCET, WALL MOUNT 12 1 SINK, HAND, WALL MOUNT 13 1 FAUCET, WALL MOUNT 14 LOT SCULLERY SHELVING 15 1 DISHTABLE W/ 3—COMP SINK 16 2 FAUCET, WALL MOUNT 17 2 SHELF, WALL MOUNT 18 1 VENTLESS DISHWASHER, HIGH TEMP 19 1 PRE —RINSE FAUCET, WALL MOUNT 20 1 DI5HTABLE, V SHAPE W/ SCRAP SINK 21 1 MOBILE TRASH CAN W/ DOLLY 22 1 DISHTABLE, SORTING RACK 23 1 FILTER SYSTEM, FOUNTAIN BEVERAGE 24 1 ICE MAKER W/O BIN 25 1 1 IBIN, ICE 26 2 TABLE, WORK 27 4 SHELF, WALL MOUNT 28 — SPARE NUMBER 29 — SPARE NUMBER 30 1 WALK—IN COOLER 31 1 COOLER EVAPORATOR COIL 32 1 COOLER CONDENSER 33 LOT COOLER SHELVING 34 1 WALK—IN FREEZER 35 1 FREEZER EVAPORATOR COIL 36 1 FREEZER CONDENSER 37 LOT FREEZER SHELVING 38 LOT DRY STORAGE SHELVING 39 — SPARE NUMBER 40 1 TYPE I HOOD 41 1 FIRE SUPPRESSION SYSTEM 42 1 EXHAUST FAN/ DCV 43 1 EXHAUST DUCTWORK 44 1 MAKE —VP AIR UNIT 45 1 MUA DUCTWORK 46 LOT WALL FLASHING 47 1 FREEZER, REACH —IN 48 3 FRYER, DEEP W. GAS 49 2 RANGE, RESTAURANT, GAS 50 3 PIZZA SCREEN RACK, WALL MOUNT 51 1 REFRIGERATOR, PIZZA PREP 52 2 OVEN, CONVEYOR 53 1 TABLE, WORK 54 2 REFRIGERATOR, PIZZA PREP 55 1 ITABLE, WORK 56 1 OVEN, MICROWAVE/CONVECTION, COMBI 57 1 TRASH CAN 58 1 SINK, HAND, WALL MOUNT 59 1 FAUCET, WALL MOUNT 60 2 WARMER, FOOD OVERHEAD 61 1 PASS SHELF 62 1 PICKUP COUNTER 63 1 TABLE, WORK 64 1 DROP —IN, HOT WELLS, TOP —MOUNT 65 1 WALK—IN COOLER 66 1 COOLER EVAPORATOR COIL 67 1 COOLER CONDENSER 68 3 SHELVING, BEER KEGS 69 1 SHELVING, BEER KEGS 70 4 POS SYSTEM & PRINTER 71 1 ORDER COUNTER 72 1 BACK BAR COUNTER 73 1 PRINTER 74 — SPARE NUMBER 75 1 BAR TOP & DIE WALL 76 1 UNDERBAR HANDSINK 77 1 UNDERBAR DRY STORAGE 78 1 UNDERBAR ICE CHEST 79 1 UNDERBAR SPEED RAIL 80 1 UNDERBAR SODA GUN FILLER 81 1 CARBONATOR 82 1 UNDERBAR DUMP SINK 83 1 UNDERBAR FILLERS & DRAINBOARDS 84 1 1 JWAREWASHER, UNDERCOUNTER, HIGH TEMP 85 1 UNDERBAR DRY STORAGE 86 1 UNDERBAR ICE CHEST 87 1 UNDERBAR SPEED RAIL 88 1 UNDERBAR SODA GUN FILLER 89 1 CARBONATOR 90 1 UNDERBAR DUMP SINK 91 1 UNDERBAR DRY STORAGE 92 1 UNDERBAR FILLERS & DRAINBOARDS 93 1 UNDERBAR LIOVOR DISPLAY 94 1 BACK BAR EQUIPMENT 95 1 BEER TAPS, WALL MOUNT, W/ GLASS RINSER 96 1 BACK BAR EQUIPMENT 97 — SPARE NUMBER 98 — SPARE NUMBER 99 — SPARE NUMBER 100 1 BAG &BOX & CO2 TANKS 101 1 SINK, MOP 102 1 SERVICE SINK FAUCET, WALL MOUNT 103 1 ISHELF. WALL MOUNT ELECTRICAL ROUGH -IN PLAN Scale: 1/4"-1'-0" E =XHAUS r,�Nu n nKr U' AIR U\( ------------------- rE-RIE)' LOC! T ION L_ �1 32 36 6T _R- i017- C0\C)_NSINCN'T5 N OCR IO-- — O JUNCTION BOX 120 VOLT CUTLET (DCO) db 2M VOLT OUTLET(SCO) O ELECTRICAL STUB O FLOOR OUTLET d) DEDICATED / ISOLATED $ SWITCH LIGHT FIXTURE FIELD CONNECTION HEAT TAPE CS MOTOR O 714EWOSTAT O SOLENOID PAD. NETWOW CCMIECTION ® 120VAOA!- AMP CONVENIENCE OUTLET ® VERIFY CONY TYPE i FaER REQ 4 PHONE CITY OF MAR 2 0 PERNIIT ICE cvt Cr�t� Is m M � N � Of L J fd � rn �My O� r ~ O co U H y / om rr0 vJ J z ii REVISION INFORMATION # 1 START PERMIT 0 10PRELI 20118 1EVISI # PRELIM REVISION 1 10124/18 2 11/07/18 — 3 11/08118 — 4 11112/18 — 5 12118/18 — 6 — 7 — 8 -- —}— This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company, ©2018 BARGREEN ELLINGSON INC. DRAWN BY: R. SMITH PROJECT MANAGER: J. UNSELL SHEET TITLE: ELECTRICAL ROUGH -IN PLAN SHEET NUMBER KEMJ 3OF6 PROJECT NUMBER 4722 PLUMBING NOTE5 I. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUl'tI3 s CONTRACTOR PER NATIONAL AND LOCAL CODES. 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE FRESPCN6151LITY OF THE PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING-TYF£ MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SW COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 3. PLUMBING CONTRACTOR SHALL SIZE, FURNISH AND INSTALL ALL GREASE TRAPS OR INTERCEPTORS AS REQUIRED AND COORDINATE SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH PERMANENT ID. TAGS AS WELL AS THE MAIN GAS VALVE(& 5. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE LINES AS SHOIM ON PLANS PER LOCAL CODES, INCLUDING TRAPS, TAIL PIECES, LINE STRANERS, AND WALK-IN CONDENSATE WASTE LINE6, AS REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE N A MANNER SO AS TO MAXIMIZE USABLE STORAGE SPACE. 6' ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER AND TO BE PROVIDED BY THE PLUMBER. 1. ALL INDIRECT WASTE LINES TO HAVE A 211 MINIMUM AIR GAP ABOVE FLOOD RIM OF RECEIVING FIXTURE. & THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DR.AINLINES FROM ICE BINS, ICE PANS, ETC„ SO AS TO ELIMINATE CONDENSATION FORMATION. 9L FLOOR SINKS SHALL BE FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR IN LOCATIONS SWOUN, AND SUPPLIED WITH 3A GRATE OR AS SPECIFIED- AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. 10. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO NOT CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOM 11, THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE JOB SITE SO AS TO ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR TO THESE DRAINS. 12. PLU 5ER SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVE(S) AT DISHWASHER(S), GLASS WASHER($), STEAMER'S) AND OTHER EQUIPMENT, AS REQUIRED. 13. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR THIS PROJECT AND TO ENSURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE DISHWASHER SHALL BE 140'. COORDINATE LOCATION OF WATER HEATER WITH KITCHEN EQUIPMENT CONTRACTOR 14. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. EQUIPMENT SCHEDULE ITEM NO OTY EQUIPMENT CATEGORY 1 — SPARE NUMBER' 2 1 MIXER, PIZZA 3 3 BIN, INGREDIENT 4 1 TABLE, BAKER'S W/SPLASH 5 2 SHELF, WALL MOUNT 6 1 RACK, PAN 7 1 CABINET, MOBILE, WARMING & HOLDING 8 4 TRASH CAN 9 2 - SHELF, WALL MOUNT TO— 1 SINK, SCULLERY, 1 COMPARTMENT 11 1 FAUCET, WALL MOUNT 12 1 SINK, HAND, WALL MOUNT 13 1 FAUCET, WALL MOUNT 14 LOT .SCULLERY SHELVING 15 1 7 DISHTABLE W/ 3—COMP SINK 16 2 FAUCET, WALL MOUNT 17 2 SHELF, WALL MOUNT 18 1 VENTLESS DISHWASHER, HIGH TEMP 19 1 PRE —RINSE FAUCET. WALL MOUNT 20 1 DISHTABLE, 'L' SHAPE W/ SCRAP SINK 21 1 MOBILE TRASH CAN W/ DOLLY 22 1 DISHTABLE, SORTING RACK 23 1 FILTER SYSTEM, FOUNTAIN BEVERAGE 24 1 ICE MAKER W/O BIN 25 1 BIN, ICE 26 2 TABLE, WORK 27 4 SHELF, WALL MOUNT 28 — SPARE NUMBER 29 — SPARE NUMBER 30 1 WALK—IN COOLER 31 1 COOLER EVAPORATOR COIL 32 1 COOLER CONDENSER 33 LOT COOLER SHELVING 34 1 WALK—IN FREEZER 35 1 FREEZER EVAPORATOR COIL 36 1 FREEZER CONDENSER 37 LOT FREEZER SHELVING 38 LOT DRY STORAGE SHELVING 39 — SPARE NUMBER 40 1 TYPE I HOOD 41 t IFIRE SUPPRESSION SYSTEM 42 1 IEXHAUST FAN/ DCV 1 EXHAUST DUCTWORK 1 MAKE—UP AIR UNIT 1 MUA DUCTWORK I LOT WALL FLASHING 1 FREEZER, REACH —IN 3 FRYER, DEEP FAT, GAS 2 RANGE, RESTAURANT, GAS 50 3 PIZZA SCREEN RACK, WALL MOUNT 51 1- REFRIGERATOR, PIZZA PREP 52 2 OVEN, CONVEYOR 53 1 TABLE, WORK 54 2 REFRIGERATOR, PIZZA PREP 55 1 TABLE, WORK 56 1 OVEN, MICROWAVE/CONVECTION, COMBI 57 1 TRASH CAN 58 1 SINK, HAND, WALL MOUNT 59 1 FAUCET, WALL MOUNT 60 2 WARMER, FOOD OVERHEAD 61 1 PASS SHELF 62 1 PICKUP COUNTER 63 1 TABLE, WORK 64 1 DROP —IN, HOT WELLS, TOP —MOUNT 65 1 WALK—IN COOLER 66 1 1 COOLER EVAPORATOR COIL 67 1 COOLER CONDENSER 68 3 SHELVING, BEER KEGS 69 1 SHELVING, BEER KEGS 70 4 POS SYSTEM & PRINTER 71 1 ORDER COUNTER 72 1 BACK BAR COUNTER 73 1 PRINTER 74 — SPARE NUMBER 75 1 BAR TOP & DIE WALL 76 1 UNDERBAR HANDSINK 77 1 UNDERBAR DRY STORAGE 78 1 UNDERBAR ICE CHEST 79 1 UNDERBAR SPEED RAIL 80 i UNDERBAR SODA GUN FILLER 81 1� CARBONATOR 82 1 UNDERBAR DUMP SINK 83 1 UNDERBAR FILLERS & DRAINBOARDS 84 1 WAREWASHER, UNDERCOUNTER, HIGH TEMP 85 1 UNDERBAR DRY STORAGE 86 1 UNDERBAR ICE CHEST 87 1 UNDERBAR SPEED RAIL 88 1 UNDERBAR SODA GUN FILLER 89 1 CARSONATOR 90 1 UNDERBAR DUMP SINK 91 1 UNDERBAR DRY STORAGE 92 1 IUNDERBAR FILLERS & DRAINBOARDS 93 1 UNDERBAR LIQUOR DISPLAY 94 1 BACK BAR EQUIPMENT 95 1 BEER TAPS, WALL MOUNT, W/ GLASS RINSER 96 1 BACK BAR EQUIPMENT 97 — SPARE NUMBER 98 — SPARE NUMBER 99 — ISPARE NUMBER 100 1 BAG & BOX & CO2 TANKS 101 1 SINK, MOP 102 1 SERVICE SINK FAUCET, WALL MOUNT 103 1 ISHELF, WALL MOUNT PLUMBING ROUGH -IN PLAN 1=_21miac1 7ii EXHAWST FA1\15 4 ?SAKE UP AIR UNIT VERIFY LOCATION I0'-3' I V-g, I I(- — - — (-- — -- --r- 3' 1 L 3'-5' C__ T REMOTE CONDENSINCi UNITS VFRIF1LOCATION - T, V-2' I 6' G I I \\/ {IOo V-2' , � e r �r IS �6. VERIFY ALL REQUIREMENTS �I1 ba NOT PROVIDED BY KEC. 0 TYPICAL GA5 CONNECTION 5/8" GYP. WALL UJ/ 6/6 WALL LINER, TYP. GAS PIPE SIZED PER MF. SPECIFICATIONS FLEXIBLE GAS LINE TO EQUIP., SIZED PER MFG. -- SPECIFICATION. ALLOW ENOUGH SLACK LINE TO PULL EQUIP? 24" MIN. FROM WALL, TYP. RESTRAINING CABLE GREASE NTERCEPTOR SIZE U404OW4 - VERIFY WITH PL49 M OR CxG REVIEWED FOR CODE COMPLIANCE APPROVED JUL 24 2019 City of Tukwila BUILDING DIVISION FLUM51NG LEGEND SrSOL DESORPTION - 0 HOT WATER SUPPLY 0 COLD WATER SUPPLY ED DIRECT WASTE 0 FILTERED WATER OO FLLM W. 610 FLOOR SW NO GRATE FLOOR SIFK, 112 GRATE FLOOR SINK, W4 GRATE FUNNEL ORAN ® AREA / FLOOR MN ® GAS CONVECTION O WYERAGE COWUIT STUS-UP OO STEAM CONNECTIGN / FELD CONNECTION / DRAIN L84E ® VERIFY COI-K SIZE 4 REQ. CITY OF TU VELA JUL 10 2019 PEF3MIT CENTER I� ry Cvr a , �I N rn � co W vm LL m JO3 O a� ~ O w U m 1Q— C/) Om I— U) Q LU REVISION INFORMATION # START PERMIT 0 10119118 12/20118 # PRELIM REVISION 1 10/24118 06124/19 2 11107/18 — 3 11/08118 4 11/12/18 — 5 12118118 — 6 — 7 — — 8 — — This plan Is the property of Bergman Ellingson and is loaned subject to the wnditian that it is not to be copied, reproduced, or distributed eltherin whole Orinpart, without written permission, and is not to be used in any way detrimental to the best interests of the company. Ot 2a16 BARGREEN ELLINGSON INC. DRAWN BY: R. SMITH PROJECT MANAGER: J. UNSELL SHEET TITLE: PLUMBING ROUGH -IN PLAN SHEET NUMBER K-4 4OF6 PROJECT NUMBER 4722 EQUIPMENT SCHEDULE ITEM NO OTY EQUIPMENT CATEGORY 1 1 - ISPARr NUMBER 2 1 1 IMIXER, PIZZA 3 3 BIN, INGREDIENT 4 1 TABLE, BAKER'S W/SPLASH 5 2 SHELF, WALL MOUNT 6 1 RACK, PAN 7 1 CABINET, MOBILE, WARMING & HOLDING 8 4 TRASH CAN 9 2 SHELF, WALL MOUNT 10 1 SINK, SCULLERY, 1 COMPARTMENT 11 1 i IFAUCET, WALL MOUNT 12 1 SINK, HAND, WALL MOUNT 13 1 FAUCET, WALL MOUNT 14 LOT SCULLERY SHELVING 15 1 DISHTABLE W/ 3-COMP SINK 16 2 FAUCET, WALL MOUNT 17 2 SHELF, WALL MOUNT 18 1 VENTLESS DISHWASHER, HIGH TEMP 19 1 1 PRE -RINSE FAUCET, WALL MOUNT 20 1 i IDISHTABLE, 'L' SHAPE W/ SCRAP SINK 21 1 1 IMOBILE TRASH CAN W/ DOLLY .22 1 DISHTABLE, SORTING RACK 23 1 FILTER SYSTEM, FOUNTAIN BEVERAGE 24 1 ICE MAKER W/O BIN 25 1 BIN, ICE '.26 2 TABLE, WORK 27 4 SHELF, WALL MOUNT 28 - ISPARE NUMBER 29 - SPARE NUMBER 30 1 WALK-IN COOLER 31 1 COOLER EVAPORATOR COIL 32 1 COOLER CONDENSER 33 LOT COOLER SHELVING 34 1 WALK-IN FREEZER 35 1 FREEZER EVAPORATOR COIL 36 1 FREEZER CONDENSER 37 LOT FREEZER SHELVING 38 LOT DRY STORAGE SHELVING 39 1 - ISPARE NUMBER 40 1 TYPE I HOOD 41 1 FIRE SUPPRESSION SYSTEM 42 1 EXHAUST FAN/ DCV 43 1 EXHAUST DUCTWORK 44 1 MAKE-UP AIR UNIT 45 1 MUA DUCTWORK 46 LOT WALL FLASHING 47 1 FREEZER, REACH -IN 48 3 FRYER, DEEP FAT, GAS 49 2 RANGE, RESTAURANT, GAS 50 3 PIZZA SCREEN RACK, WALL MOUNT 51 1 REFRIGERATOR, PIZZA PREP 52 2 OVEN, CONVEYOR 53 1 TABLE, WORK 54 2 REFRIGERATOR, PIZZA PREP 55 1 TABLE. WORK 56 1 OVEN, MICROWAVE/CONVECTION, COMB) 57 1 TRASH CAN 58 1 SINK, HAND, WALL MOUNT 59 1 FAUCET, WALL MOUNT 60 2 WARMER, FOOD OVERHEAD 61 1 PASS SHELF 62 1 PICKUP COUNTER 63 1 TABLE, WORK 64 1 DROP -IN, HOT WELLS, TOP -MOUNT 65 1 WALK-IN COOLER 66 1 COOLER EVAPORATOR COIL 67 1 COOLER CONDENSER 68 3 SHELVING, BEER KEGS 69 1 SHELVING, BEER KEGS 70 4 POS SYSTEM & PRINTER 71 1 ORDER COUNTER 72 1 BACK BAR COUNTER 73 PRINTER 74 - SPARE NUMBER 75 1 BAR TOP & DIE WALL 76 1 UNDERBAR HANDSINK 77 1 UNDERBAR DRY STORAGE 78 1 UNDERBAR ICE CHEST 79 1 UNDERBAR SPEED RAIL 80 1 UNDERBAR SODA GUN FILLER 81 1 1 ICARBONATOR 82 1 UNDERBAR DUMP SINK 83 1 UNDERBAR FILLERS & DRAINBOARDS_ 84 1 WAREWASHER, UNDERCOUNTER, HIGH TEMP 85 1 UNDERBAR DRY STORAGE 86 1 UNDERBAR ICE CHEST 87 1 UNDERBAR SPEED RAIL 88 1 UNDERBAR SODA GUN FILLER 89 1 i ICARBONATOR 90 1 t JUNDERBAR DUMP SINK 91 1 UNDERBAR DRY STORAGE 92 1 UNDERBAR FILLERS & DRAINBOARDS 93 1 UNDERBAR LIQUOR DISPLAY 94 1 BACK BAR EQUIPMENT 95 1 BEER TAPS, WALL MOUNT, W/ GLASS RINSER 96 1 BACK BAR EQUIPMENT 97 - SPARE NUMBER 98 1 - SPARE NUMBER 99 - SPARE NUMBER 100 1 BAG & BOX & CO2 TANKS 101 1 SINK, MOP 10 11 SERVICE SINK FAUCET, WALL MOUNT 10-3 1 SHELF, WALL MOUNT 00) 'J Fri �� - - -- - WALL SACKitG — V�I Q I 4 -4 dF+ 13 2' -------------- �n WALL BACiCM SM. WALL BACKNG WALL BACKING +4V' - 12" AFF *BID" - 110" AFF -30" - 42' AFF-- j I � t" III�- - I WALL BACKING WALL BACKING WALL 5ACKING IN COOLER WALL 101 12"- v � WALL +48 12 W _ AFF ALL BACKfNrs AFF i30 42" UL 4+36 - 12 AFF 1I k t— 1 WALL BACICM U�48" - 12' AFF In" =`1�71.r 2'-6' 12'-3" 3'-T0" 2` 10'•2" WALL BACKING PLAN WALL SACKING NOTE5 Scale: l/4"-T-0" I. GENERAL CONTRACTOR SHALL CONSULT WITH OWNER AND BARGREEN ELLINGSON AT THE TIME OF LAYOUT FOR WALL BACKING FOR CONFIRMATION OF ALL DIMENSIONS AND UP -DATE REQUIREMENTS, 2. WALL BACKING TO BE USED FOR WALL MOUNTED EQUIPMENT AND SHELVES. 3, WALL BACKING TO BE 5/8" PLYWOOD, WALL BACKING NOTED AS SM. TO BE I(o - GAUGE SHEET METAL. 4. WALL BACKING TO BE BUILT INTO WALL 50 THAT FINISHED WALL IS A FLUSH SURFACE. T-7 WALL MATERIAL PER ARCHITECT'S ORAWIN s !EXCEPT PAINT) lip � h _____----- 518" GYP/GM SFEETROCK 50' PLYU= PER WALL SACKING PLAN REVIEVVED FOR CODE COMPLIANCE APPROVED JUL 24 2019 3112' STUD City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA - MAR 2 0 2019 PERMIT CENTER PLYWOOD WALL BACKING DETAIL Scale: N.TB. CVO. Zvi U N o rn q�q v� M ^. N its C v I� } m p `S g ~ O w U ry � F ivAr', ii Om Q 0— U)Z J F— I..L REVISION INFORMATION # START j PERMIT 0 10119118 12120/18 # PRELIM REVISION 1 10/24/18 — 2 11/07/18 3 11/08118 — 4 11/12118 — 5 12118/18 $ I_ This plan is the property of Bargreon Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole Orin part, without written permission, and Is not to be used in any way detrimental to the best interests of the company. ©2018 BARGREEN ELLINGSON INC. DRAWN BY: R. SMITH PROJECT MANAGER: J. UNSELL SHEET TITLE: WALL -BACKING PLAN SHEET NUMBER K-5 5OF6 PROJECT NUMBER 4722 UNDER5LA5 NOTES I. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL CODES. 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE PLL915ING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 3, PLUMBING CONTRACTOR SHALL SIZE, FURNISH AND INSTALL ALL GREASE TRAPS OR INTERCEPTORS AS REQUIRED AND COORDINATE SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH PERMANENT I.D. TAGS AS WELL AS THE MAIN GAS VALVE(S). 5. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE LINES AS SHOWN ON PLANS PER LOCAL CODES, INCLUDNG TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE WASTE LINES, AS REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL 8E IN A MANNER SO AS TO MAXIMIZE USABLE STORAGE SPACE. 6. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL $HALL BE RUN iN COPPER AND TO BE PROVIDED BY THE PLUMBER T. ALL INDIRECT WASTE LINES TO HAVE A 211 MINIMUM AIR GAP ABOVE FLOOD RIM OF RECEIVING FIXTURE. S. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICE PANS, ETC., SO AS TO ELIMINATE CONDENSATION FORMATION. S. FLOOR SINKS SHALL BE FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR IN LOCATIONS SHOWN, AND SUPPLIED WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. 10. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO NOT CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR 11. THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE J05 SITE SO AS TO ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR TO THESE DRAINS. 12. PLUMBER SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVE(S) AT DISHWASHEWS), GLASS WASHER(S), STEAMERS) AND OTHER EQUIPMENT, AS REQUIRED. 13. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR THIS PROJECT AND TO ENSURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE DISHWASHER SHALL BE 140'. COORDINATE LOCATION OF WATER HEATER WITH KITCHEN EQUIPMENT CONTRACTOR 14, THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT, EQUIPMENT SCHEDULE ITEM NO QTY EQUIPMENT CATEGORY 1 - SPARE NUMBER 2 1 MIXER, PIZZA 3 3 BIN, INGREDIENT 4 1 TABLE, BAKER'S W/SPLASH 5 2 SHELF, WALL MOUNT 6 1 RACK, PAN 7 1 CABINET, MOBILE, WARMING HOLDING 8 4 _&_ TRASH CAN 9 2 SHELF, WALL MOUNT 10 1 SINK, SCULLERY, 1 COMPARTMENT 11 1 FAUCET, WALL MOUNT 12 1 SINK, HAND, WALL MOUNT 13 1 FAUCET, WALL MOUNT 14 LOT SCULLERY SHELVING 15 1 DISHTABLE W/ 3-COMP SINK 16 2 FAUCET, WALL MOUNT 17 2 ISHELF, WALL MOUNT 18 1 VENTLESS DISHWASHER, HIGH TEMP 19 1 PRE -RINSE FAUCET, WALL MOUNT 20 1 DISHTABLE, 'L' SHAPE W/ SCRAP SINK 21 1 MOBILE TRASH CAN W/ DOLLY 22 1 DISHTABLE, SORTING RACK 23 1 FILTER SYSTEM, FOUNTAIN BEVERAGE 24 1 ICE MAKER W/O BIN 25 1 BIN, ICE 26 2 ITABLE, WORK 27 4 SHELF, WALL MOUNT 28 - SPARE NUMBER 29 - SPARE NUMBER 30 1 WALK-IN COOLER 31 1 COOLER EVAPORATOR COIL 32 1 COOLER CONDENSER 33 LOT COOLER SHELVING 34 1 WALK-IN FREEZER ''.35 1 FREEZER EVAPORATOR COIL I36 1 FREEZER CONDENSER 37 LOT FREEZER SHELVING 38 LOT DRY STORAGE SHELVING '.39 - SPARE NUMBER 40 1 TYPE I HOOD 41 i IFIRE SUPPRESSION SYSTEM 42 1 EXHAUST FAN/ DCV 43 1 EXHAUST DUCTWORK 44 1 MAKE-UP AIR UNIT 45 1 MUA DUCTWORK 46 LOT WALL FLASHING 47 1 FREEZER, REACH -IN 48 3 FRYER, DEEP FAT, GAS 49 2 IRANGE, RESTAURANT, GAS 50 3 PIZZA SCREEN RACK, WALL MOUNT 51 1 REFRIGERATOR, PIZZA PREP 52 2 OVEN, CONVEYOR 53 1 TABLE, WORK 54 2 REFRIGERATOR, PIZZA PREP 55 1 TABLE, WORK OVEN, MICROWAVE/CONVECTION, COMBI TRASH CAN SINK, HAND, WALL MOUNT W FAUCET, WALL MOUNT WARMER, FOOD OVERHEAD PASS SHELF 62 1 PICKUP COUNTER 63 1 TABLE, WORK _ 64 1 DROP -IN, HOT WELLS, TOP -MOUNT 65 1 WALK-IN COOLER 66 1 COOLER EVAPORATOR COIL 67 1 COOLER CONDENSER 68 3 SHELVING, BEER KEGS 69 1 SHELVING, BEER KEGS 70 4 POO SYSTEM & PRINTER 71 1 ORDER COUNTER 72 1 BACK BAR COUNTER 73 1 PRINTER 74 1 - ISPARE NUMBER 75 1 1 IBAR TOP & DIE WALL 76 1 UNDERBAR HANDSINK 77 1 UNDERBAR DRY STORAGE 78 1 UNDERBAR ICE CHEST 79 1 UNDERBAR SPEED RAIL 80 1 UNDERBAR SODA GUN FILLER 81 1 CARBONATOR 82 1 UNDERBAR DUMP SINK 83 1 UNDERBAR FILLERS & DRAINBOARDS 84 1 WAREWASHER, UNDERCOUNTER, HIGH TEMP 85 1 UNDERBAR DRY STORAGE 86 1 UNDERBAR ICE CHEST 87 1 UNDERBAR SPEED RAIL 88 1 UNDERBAR SODA GUN FILLER 89 1 CARBQNATOR 90 1 UNDERBAR DUMP SINK 91 1 UNDERBAR DRY STORAGE 92 1 UNDERBAR FILLERS & DRAINBOARDS 93 1 UNDERBAR LIQUOR DISPLAY 94 1 BACK BAR EQUIPMENT 95 1 BEER TAPS, WALL MOUNT, W/ GLASS RINSER 95 1 BACK BAR EQUIPMENT 97 - SPARE NUMBER 98 - SPARE NUMBER SPARE NUMBER BAG &BOX & CO2 TANKS 1103SHELF, SINK, MOP SERVICE SINK FAUCET, WALL MOUNT WALL MOUNT UNDER5LA5 ROUGH -IN PLAN Scale: 1/4"-1'-0" LXj1AU5T EANlc ,F � a<E Ui AIR U!' VER11IFY LOCATION — SODA CHASES BY PURVEYOR STUB +&" AT EACH END. MIN. 24" DIA. BENDS. ROUTE TIED BY VENDOR N v 1'-11" V-il' IV-4' -1 i ------------------------------ v 0 U 11 T S V��iry L�G� I ICE\ 11'-3" BEER 16 DIRECT DRAW FROM COOLER WALL ��l w iC:) La U A 1), 1 1 I01 -211 rFM 6'-T, ----. -_-- ! SODA CHASES BY PURVEYOR STUB W, AT EACH END. MIN. 24" DIA. BENDS. ROUTE TBD BY VENDOR TYPICAL GA5 CONNECTION 5/8" GYP. WALL W/ 5!5 WALL LINER, TYP. GAS PIPE SIZED PER MF, SPECIFICATIONS FLEXIBLE GAS LINE TO EQUIP., SIZED PER MFG. SPECIFICATION. ALLOW ENOUGH SLACK LINE TO PULL EQUIP. 24" MIN, FROM WALL, TYP. RESTRAINING CABLE VERIFY ALL REQUIREMENTS NOT PROVIDED BY KEC. UNPEKLA5 LEGEND SYMBOL DESCRPTION FLOOR SW NO — GRATE FLOOR SINS 1/2 GRATE -- FLOOR 6W 3/4 GRATE ® DIRECT WASTE AREA / FLOOR DRAIN BEVERAGE CONDUIT STUB-tF OO ELECTRICAL STUB O F°LU 13114" FIELD CONNECTION REVIEWED rOR CODE COMPLIANCE APPROVED JUL 24 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 0 2019 PERMIT CENTER C RE A VJ o w � � M N t� cv o � W } m m 0 'S 0 ~ O N U X C/) W pm a 0— Q p ry REVISION INFORMATION # START PERMIT 0 10 10119/18 12/20/18 # PRELIM REVISION 1 10/24118 — 2 11/07/18 -- 3 111/08/18 — 4 11/12118 5 12/18/18 g ---`__ -� 7 8 — — This plan is the property of Bargreen Ellingson and is loaned subject __10� the condition that it is not to be copi`eT;-- reproduced, or distributed either in whole or in part, without written permission, and Is not to be used in any way detrimental to the best interests of the company. Q 2018 BARGREEN ELLINGSON INC. DRAWN BY: R. SMITH PROJECTMANAGER: J. UNSELL SHEET TITLE: UNDERSLAB ROUGH -IN FLAN SHEET NUMBER Kmb 6OF6 PROJECT NUMBER 4722