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Home My WebLink AboutPermit D19-0093 - TUKWILA VILLAGE FOOD HALL - BUILD OUT AND COMMERCIAL KITCHENTUKWILA FOOD HALL 14200 TUKWILA INTL BLVD MISSING FILE D19-0093 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 1523049242 Permit Number: D19-0093 14200 TUKWILA INTL BLVD Project Name: TUKWILA FOOD HALL Issue Date: 6/3/2019 Permit Expires On: 11/30/2019 Owner: Name: Address: Contact Person: Name: TUKWILA CITY OF 6200 SOUTHCENTER BLVD , TUKWILA, WA, 98188 JESSICA BAILEY Address: 2700 4TH AVE S, SUITE c, SEATTLE, WA, 98188 Contractor: Name: INTER -CITY CONTRACTORS INC Address: 17425 68TH AVE NE , KENMORE, WA, 98028 License No: INTERCI977PZ Lender: Name: PACIFIC NORTHERN CONSTRUCTION Address: 102 10TH ST NE , AUBURN, WA, 98002 Phone: (206) 767-1875 Phone: (425) 806-8560 Expiration Date: 10/12/2019 DESCRIPTION OF WORK: INITIAL TENANT IMPROVEMENT BUILD OUT OF A SHELL SPACE. SCOPE INCLUDES FULL COMMERCIAL KITCHEN AND MARKET FOOD HALL CONCEPT. Project Valuation: $150,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IA Electrical Service Provided by: TUKWILA Fees Collected: $3,383.06 Occupancy per IBC: A-2 Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 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 bdz91, Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name.l 5S \CA Date: (O (5 / 19 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: 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 "AII 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) 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) 40: All rack storage requires aseparate permit issued through the City ofTukwila Permit Center, Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed inthe State nfWashington. Periodic special inspection isrequired during anchorage ofstorage racks 8feet orgreater inheight. 41: There shall be no occupancy ofa building until final inspection has been completed and approved by Tukwila building inspector. No exception. 42: 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 unsatisfactory completion ofthis requirement. 43: A Certificate ofOccupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 44: All plumbing and gas piping work shall be inspected and approved under oseparate permit issued by the City ofTukwila Building Department (ZO6-431']67U). 45: All electrical work shali be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 46: VALIDITY OFPERMIT: The issuance orgranting ofapermit shall not beconstrued tobeapermit for, oran approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila, Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ofthe City nfTukwila shall not bevalid. The issuance nfapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 47: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (2U6/43z'367O). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206)43O'935U 1700 BU|LD|NGF|NAL** 0301 CONCRETE SLAB 0610 ENERGY BF{ERT 1400 FIRE FINAL 0409 FRAMING OGOG GLAZING 0502 LATH/GYPSUM BOARD 0608 PIPE INSULATION 0406 SUSPENDED CEILING 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) 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: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 23: 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) 22: 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) 24: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 25: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 26: 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. 27: In other than Group 1-3, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings shall comply with Section 807.4 and shall not exceed 10 percent of the specific wall or ceiling area to which they are attached. (IFC 807.1) Where required to exhibit improved fire performance, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings shall be tested by an approved agency and meet the flame propagation performance criteria of Test Method 1 or Test Method 2, as appropriate, of NFPA 701 or exhibit a maximum rate of heat release of 100 kW when tested in accordance with NFPA 289, using the 20 kW ignition source. Reports of test results shall be prepared in accordance with the test method used and furnished to the fire code official upon request. (IFC 807.4) 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 30: ***PUBLIC WORKS PERMIT CONDITIONS*** 31: Applicant shall contact the Valley View District (206-242-3236) regarding grease interceptor requirements. 32: ***BUILDING PERMIT CONDITIONS*** 33: 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. 34: 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. 35: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 36: 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. 37: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 38: 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. 39: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. CITY OF TUKWILA Community Development Department Public Works Department Perna, Center 6300 Southcenter Blvd„S'ilite 100 Tukwila, 11/11 98188 htto://www.TukwilaWA.4ov Date Application Expires: Building Permit No. D —Do cl Project No. Date Application Accepted: S' 1 - 2-0 lck - 2-0 (For office use onlv) 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** E LOCATION Site Address: King Co Assessor's Tax No.: 152304-9242 14200 Tukwila International Boulevard Tenant Name: Tukwila Village Food Hall Suitc Number: TBD Floor: •PROP644v-ewNreit— LESSEE Name: Global to Local Address: 2800 S 192nd St City: ScaTac State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Jessica Bailey Address: 2700 4th Ave S, Suite C City: Seattle State: WA Zip: 98134 Phone: (206) 767-1875 Fax: Email: jbailey@malletinc.com GENERAL CONTRACTOR INFORMATION Company Name: Inter -City Contractors, Inc. Address: PO BOX 82405 City: State: WA KenmoreZip: 98028 Phone: (425) 806-8560 Fax: Contr Reg No.: CC INTERC1977PZ Exp Date: 10/12/20 9 Tukwila Business License No.: BUS-0995459 New Tenant: .....Yes ...No ARCHITECT OF RECORD Company Name: Mallet Architecture + Design Architect Name: Jason Land Address: 2700 4th Ave S, Suite C City: Seattle Stale: WA Zip: 98134 Phone: (206) 767-1875 Fax: Email' jland@malletinc.com ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: PrAzA &i c, Nov+heivv) Co 1-11,001/.1 Address: 10,2_ D-t-tr) s4. NJ C City: low.t. wry\ State: U0 pi. Zip: CtiDDI 11 kApplicalionaorms-Applicatiores On LincS2.011 ApplicationsTerrnil Application Revised - does Kesssol. Auuusi 2011 hh Page I of 4 BUILDING PERMIT INFORMATION —206-431-3670 Valuation of Project (contractor's bid price): $ 150,000 Describe the scope of work (please provide detailed information): Initial tenant improvement build out of a shell space. Scope includes full commercial kitchen and market food hall concept. Will there be new rack storage? Existing Building Valuation: $ 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 V Floor 2,741 IA A-2 2' Floor 311i Floor Floors lhru Basement Accessory Structure* Attached Garage Dctachcd Garage Attached Carport Dctachcd Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (arca of the, foundation 3fall structures. plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq 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: I landicap: Will there he a change in use? n Yes Z.__ No fyes', explain: FIRE PROTECTION/HAZARDOUS MATERIALS: gl Sprinklers .......Automatie Fire Alann El None Other (specifv) Will there be storage or use of flammable, combustible or hazardous materials in the building? El Yes PI No If "yes', attach list of materials and storage locations on a separate 8-1/2" x I 1 paper including quantities am, Material Safigy Data Sheets, SEPTIC SYSTEM On -site Septic System - For on -site septic system. provide 2 copies of u current septic design approved by King County I leulth Department. 11 lAppl3caions\ Forms-Arrncanons On lanc4,201 I Appl ica4 ions \Nrnin ArplcRcsid - 6-9-11 does Itc,ised• Angus% 2011 hh Pace 2 of.; PUBLIC WORKS PERMIT INFORMATION — 2O6-433O179 Scope of Work (please provide detailed information): Call before you Dig: 811 er to Public Works Bulletin #1 for fees and estimate s Water District LZJ —Tukwila 0...Water District 4125 0 ...Water Availability Provided Sewer District LJ ...Tukwila El ...Sewer Use Certificate 0...Valley View 0...Sewer Availability Provided LJ .. Hghlirie .. Renton 0.. Renton .. Seattle Septic System: El On -site Septic System— For on -site septic system, provide 2 copies of a current septic design approved hy King County Health Department. Submitted with .Application (mark boxes which anrilv): El ...Civil Plans (Nlaximum Paper Size — 22" x 34") 0 _Technical Information Report (Storm Drainage) 0 ...Bond 0 .. insurance 0 .. Easemcnt(s) Proposed Activities (mark boxes that mink): ITJ _Right -or -way Use - Nonprofit for less than 72 hours 0...Right-of-way Use - No Disturbance 0 _Construct ion/Excavation/Fill - Right-of-way 0 Non Right-of-way 'Ej O ...To t a I Cut cubic yards El ...Total Fill cubic yards 0 ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0...Frontage Improvements 0...Traffic Control El ,.,Ilackflow Prevention - Fire Protection Irrigation O Geotechnical Report 0 .. Maintenance Agreement(s) El... frallic Impact Analysis ... I fold 'armless (SAO) O ...Hold I larmless — (ROW) • Right-of-way Use - Profit for less than 72 hours El .. Right-of-way Use — Potential Disturbance Ej .. Work in Flood Zone 0 .. Storm Drainage El .. Abandon Septic Tank O .. Curb Cul .. Pavement Cut O .. Looped Fire Line Domestic Water 0 ...Verrnanent Water Meter Size... 0 ...Temporary Water Meter 0 „.Water Only Meter El ...Sewer Main Extension-- ...... .Puhlic El ...Water Main Extension...—. ....... Public WO if WO WO # Private Private El .. Grease Interceptor • Channelization .. • Trench Excavation LJ .. Utility Unclergroundine El ...Deduct Water Meter Size FINANCE INFORMATION Fire Linc Sizc at Property Line Number of Public Fire I ()Arai .„Water 0 ...Sewer 0...Sewage Treatment Monthtv Service RiIIine to: Name: Day Telephone: Mailing Address: Water Mctcr Refund/Billing: Name: Mailing Address: City Slate Zip Day Telephone: City Slatc Zip ii.VkpplicahortsWorrns-Applications On Linc\2111 1 ApplitationsTcrrnit Application Rrsisrat 1 docx .Itcviscai. August 2011 bh Page 3 of4 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 tbllowing the date of application shall expire by limitation. The Building Official may grant one or more extensions offline for additional periods not exceeding 90 days each. The extension shall be requested in Ivriting and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I I IF.REBY CERTLEY THAT 1 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. BUILD ' 'ER OR AUTHORIZED AGENT: Signature: 1.. Date: Print Name: Mailing Address: rti ri Cv,t, YVI Day Telephone: 700—S 05 3 (4, ily Stale Zip 11 kApplicatoons`,Foine-A icmions On Line \ 20 I 1 APPIKIIIMSTC1M17 Application Revistcl 11-9-11 docx Roascd August 2011 l'age 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK ,. PAID $3,383.06 D19-0093 Address: 14200 TUKWILA INTL BLVD Apn: 1523049242 $3,383.06 DEVELOPMENT $3,284,29 PERMIT FEE R000.322.100.00.00 0.00 $1,975.33 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,283.96 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $98.77 TECHNOLOGY FEE R000.322.900.04.00 0.00 $98.77 TOTAL FEES PAID BY RECEIPT: R17215 - $3,38306 Date Paid: Thursday, March 21, 2019 Paid By: GLOBAL TO LOCAL Pay Method: CHECK 7325 Printed: Thursday, March 21, 2019 11:04 AM 1 of 1 S Y$TEM City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director December 13, 2019 Jason Huntley Land Mallet Architecture + Design 2700 Fourth Ave S, Suite C Seattle, WA 98134 RE: Request for Extension #1 Permit Number D19-0093 Dear Jason Huntley Land, This letter is in response to your written request for an extension to Permit D19-0093. 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 May 30, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D19-0093 Tukwila City Hall • 6200 Sauthcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 0 City of Tukwila Department of Community Development Permit Extension Request RECEIVED NOV 212019 Community Development Project Number: D19-0093 Project Name: Tukwila Food Hall Date: 11.20.2019 Dear Jerry Hight, I am writing to request a permit extension for project number D19-0093 Tukwila Food Hall, which will expire on November 30th, 2019. The project has been undergoing construction pricing and value engineering efforts and construction will begin before the end of the year with a target completion of April 2020. We would like to extend the permit so that construction can commence in December. Thank you, • • Jason Huntley Land, AIA, LEED AP Senior Architect 1 Mallet Architecture + Design Request for Extensio- # ion Date: lI-30-19 Extension Request: Approved for ( r� days Denied (provide explmnacion) Signature/Initials >%2 Mallet Architecture + Design 12700 4th Avenue S, Suite C, Seattle, WA 98134 I T: 206.767.1875 F: 206.763.6977 e City of Tukwila Department of Community Development 10/1/2019 JESSICA BAILEY 2700 4TH AVE S, SUITE c SEATTLE, WA 98188 RE: Permit No. D19-0093 TUKWILA FOOD HALL 14200 TUKWILA INTL BLVD 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 11/30/2019. 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 11/30/2019, your pe and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D19-0093 come null and void 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 �D MALLET Correction Letter wzRvspunse Date: 5/28/2019 Project Name: Tukwila Food Hall Project Number: D19-0093 Review Type: BUILDING REVIEW Prepared by: Jessica Bailey, Mallet A+D Project Address: RECEIVED CITY OF TUKVVI/ A MAY 2 9 2019 PERMIT CENTER 14200 Tukwila International Boulevard Tukwila, WA 98169, yTrM� �1 rxmr No. mCD0mment Mallet Architecture Response Cycle 1Corrections I Possible floor cuts shall henecessary for the new plumbing. Show ono"Demo P|"n^concrete floor cuts for plumbing and include adetail and specifications for the floor repairs. include any other Possible items tobedemoed. Plumbing pathways mhedefined bydesign/build Plumbing subcontractor, u,beincluded inPlumbing permit, under deferred submittal. Notes provided on sheet 42.2Floor plan. Demolition note 2/AZ2"SEE MEP (UNDER SEPARATE Psuxx|T)' FIRE PROTECTION (UNDER SEPARATE PERxxn)'ELECTRICAL (UNDER SEPARATE PERMIT) & COMMUNICATION (UNDER SEPARATE PERMIT) DOCUMENTS FOR DEMOLITION RELATED T8THOSE TKA0cl^ Demolition note 8/xZ.2"CONTRACTOR SHALL PERFORM CONCRETE IMAGING n7LOCATE EXISTING REINFORCING PRIOR TOCORING: COORDINATE LOCATIONS mVARCH, STRUCTURAL, &MEP CONSULTANT PRIOR TOANY CORING vv0nx." Z Provide areflective ceiling plan. Ceiling plan shall show lighting, Hvx[drops orgrill locations and location offire sprinklers. Specify type ofceilings i" the different locations. include details for the ceiling asitapplies for the seismic bracing. Reflected ceiling plan included vnsheet x3.oRCP. HVA[equipment, grill locations, and fire sprinklers not included. Mechanical and fire sprinkler scope under deferred submittal. See notes l4-z6/x3.ORCP 3 Provide acompleted zO15Washington State Energy Code "LIGHTING SUMMARY" Compliance Form for Commercial Buildings, available online at: huns://wseccomp|iancedocumen,s.cov/|ndex.phn Completed 2OzsWashington State Energy Code "Lighting Summary" Compliance Form for Commercial Buildings included onsheet AO.UzEnergy [ode. on the right side you will seethe link , vVsc{ Documents". Click onthat and |fyou haven't already, you will need tocreate and account. Sign into the account and there you will find the forms. 4 Provide adetail for anchoring the partial height wall. Reference detail l2/A7.0Partxx Partitions for height wall anchoring detail. s Provide details for anchoring atthe top ufthe full height walls asapplicable u,each wall. Reference detail I/A/.OPartitions for anchoring at the top of/Gxxpfull height wall, h Application for King County Department of Public Health (xcDpmpermit shall berequired prior to receiving building permit howeverxCDp* permit shall not hold vpbuilding permit approval. Final building inspection and approval shall occur after x[opHhas approved their final inspections. Show application for (w[opn). x[opH permit application was approved on 5/28/19. Plan Review Service Number: sR1«u6«n2 ' �erymomor�acethat is assembly occupancy shall have the occupant load nfthe room orspace Note provided sheet �wpwncy&EQms, p|pn.'OC[VpAmTLOAD FOR ASSEMBLY SPACE SHALL Page zofa Mallet Architecture mDesign |z/omx^Ave, S,Ste C,Seattle, wum/nntonym134 1r206767187r:zna7au.evr ,posted in a conspicuous place, near the main exit esPOSTED NEAR EACH EXIT DOOR, PER, IBC zOO4.3 ' orexit kceadoorway from the room orspace. "MAX OCCUPANCY: 65"' Posted signs shall beofanapproved legible � permu6eritdesignand shall bemaintained bythe owner vrauthorized agent. Provide notes for posting ofoccupant load. (|B[lOQ4.]) FYI, Separate Mechanical Permit shall berequired Mechanical, Electrical, and Plumbing permits are . ^for: Coolers, freezers, walk-in coolers and freezers, ^i.e.'a�sgrnb|edand hardwired. Self-contained ^"|ugin^coolers, or, freezers (appliance type) shall under deferred submittals bycorresponding dedDn/bui|dsvhcnntractor. �^ O.Qt[equi?�o mechanical permit. Also aseparate mechanical permit shall be required for the type | hood installation tninclude aroof plan showing location 'fall mechanical equipment nnthe roof. Page 2ofa City of Tukwila Department of Community Development April 25, 2019 JESSICA BAILEY 2700 4TH AVE S, SUITE c SEATTLE, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0093 TUKWILA FOOD HALL - 14200 TUKWILA INTL BLVD Dear Jessica, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Alien Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMI1 I ALS: (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 seaUstamp, 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. Possible floor cuts shall be necessary for the new plumbing. Show on a "Demo Plan" concrete floor cuts for plumbing and include a detail and specifications for the floor repairs. Include any other possible items to be demoed. 2. Provide a reflective ceiling plan. Ceiling plan shall show lighting, HVAC drops or grill locations and location of fire sprinklers. Specify type of ceilings in the different locations. Include details for the ceiling as it applies for seismic bracing. 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. 4. Provide a detail for anchoring of the partial height wall. 5. Provide details for anchoring at the top of the full height walls as applicable to each wall. 6. 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 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 approval shall occur ai la,aa .CDPH has approved their final inspections. See4 application for (KCDPH). 7. Every room or space that is assembly occupancy shall have the occupant 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. Provide notes for posting of occupant load. (IBC 1004.3) 8. FYI, 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. Also, a separate mechanical permit shall be required for the type I hood installation to include a roof plan showing location of all mechanical equipment on the roof. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. To better expedite your resubmittal, a 'Revision Submittal 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. Sinycerely, Kandace Nichols Permit Technician File No. D19-0093 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY a PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0093 PROJECT NAME: TUKWILA FOOD HALL SITE ADDRESS: 14200 TUKWILA INTL BLVD Original Plan Submittal X Response to Correction Letter # 1 DATE: 05/29/19 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: pc\\ ikl\v/ Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator ip PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/30/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Notation: DUE DATE 06/27/19 Approved with Conditions 1-1 Denied (ie: Zoning Issues REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 _ rviii .• PLAN REVIEW/ OUTING SLIP PERMIT NUMBER: D19-0093 DATE: 03/21/19 PROJECT NAME: TUIKW1LA FOOD HALL SITE ADDRESS: 14200 TUKWILA INTL BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Pr 3 (fiv‘( 3-7 161 Building Division En Public Works ire Prevention Structural B Al 19s17 Planning Division Permit Coordinator • PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 03/26/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Denied (corrections entered in Reviews)(ie: Zoning Issues Approved with Conditions DUE DATE: 04/23/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire El Plug El PW 0 Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5/28/2019 Plan CheeWPermit Number: D19-0093 Ell Response to Incomplete Letter # IM Response to Correction Letter # 1 El Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner E] Deferred Submittal # Project Name: TUKWILA FOOD HALL Project Address: 14200 TUKWILA INTL BLVD Contact Person: Jessica Bailey RECEIVED CITY OF TUKWILA MAY 2 9 2019 PERMIT CENTER Phone Number: 206.767.1875 exl 07 Summary of Revision: Please reference attached correction letter #1 response. Sheet Number(s): Received at the City of Tukwila Permit Center "Cloud" or highlight all areas of revision including da El Entered in TRAKiT on WAPennit Center (Rachelle)\Kandrice Revision Submittal Form.doc Revised: August 2015 CA)ritact Search L&I Safety & Health Claims & Insurance Washington State Department oi Labor & Industries AZ Index Ifelp Workplace Rights Trades & Licensing INTER -CITY CONTRACTORS INC Owner or tradesperson Principals HERRING, GREGORY ROBERT, PRESIDENT Doing business as INTER -CITY CONTRACTORS INC WA UBI No. 602 278 639 PO BOX 82405 KENMORE, WA 98028 425-806-8560 KING County Business type Corporation Certifications & Endorsements License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. INTERCI977PZ Effective — expiration 10/09/2003— 10/12/2019 Bond CBIC Bond account no. LB9377 Received by L&I 10/13/2004 Insurance Evanston Ins Co Policy no. 3C21999 Received by L&I 10/03/2018 $12,000.00 Effective dale 10/0812004 Expiration date Until Canceled $1,000,000.00 Effective date 10/08/2018 Expiration date 10/08/2019 Insurance history Savings.. No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. Help us improve ABBREVIATIONS @ AT KIT KITCHEN CENTERLINE KPL KNOCKDOWN PENNY D If POUND OR NUMBER LAM LAMINATE(D) A.B. ANCHOR BOLT LAV LAVATORY ABV ABOVE LH LEFT HAND A/C AIR CONDMONING L LENGTH, LONG ACC ACCESSIBLE LF LT LINEAR FOOT LIGHT ACCOM ACCOMODATE LOC LOCATION ACOUS ACOUSTICAL UNTIL LINTEL ACT ACOUSTIC CEILING TILE LVL LAMINATED VENEER LUMBER AD AREA DRAIN LVR LOUVER ADD ADDENDUM VICINITY MAP ADADDITIONAL MARE MARBLE ADJ pDJUSTABLTABL EADJAGENT MAS MASONRY AFF ABOVE FINISH FLOOR MAX MAXIMUM AGGR AGGREGATE MC MEDICINE CABINET, METAL -CLAD _ ALT ALTERNATE MECH MECHANICAL A ALUMINUM MED MEDIUM ANOD NOD ANODIZED MEMB MEMBRANE - $ - APPROX APPROXIMATE MEZZ MEZZANINE e ARCH ARCHITECT MFR MANUFACTURE(R) ASPH ASPHALT AUDIOVISUAL M.F.B. MINERAL ABER BOARD ,...M. AN MIN MINIMUM 5 BD BOARD MISC MISCELLANEOUS STAIN BETWEEN MID MOUNTED uv",'•"""' BLDG BUILDING MTL METAL, MATERIAL g BLK BLOCK MULL MULLION BLKG BLOCKING 3 BM BEAM N NORTH - B.M. BENCH MARK (N) NEW = BUT BOTTOM NIC NOTINCONTRACT + BRG BEARING NO NOM NUMBER NOMINAL BRZ BSMT BRONZE BASEMENT NIS NOT TO SCALE n BUR BUILT UP ROOF OC ON CENTER H p, CAB CABINET OD OUTSIDE DIAMETER CB CATCH BASIN OFCI OWNER FURNISHED COMRINSTALLED CEM CEMENT OF01 OF OWNER FURNISHED OWNER OVERFLOW CERAM C.G. CERAMIC CORNER GUARD OH OVERHEAD _- , PROJECT SITE CHAMF CHAMFER OPNG OPP OPENING OPPOSITE Cl CASTIRON ORIG ORIGINAL CIP CAST-IN-PLACE(CONCRETE) OTS OPENTOSTRUCTURE ' N CIRC CIRCLE OSB ORIENTED STRAND BOARD C.JT. COMROLJOINT CL CENTERLINE PB PANIC BAR CLG. CEIUNG P.BD PARTICLEBOARD CUR. CLEAR(ANCE) PC PRECAST CONCRETE CMU CONCRETE MASONRY UNIT PERF PERFORATED) C NTR. COU NTERIGOUNTER ER P P PERPENDICULAR NO SCALE C.O. CLEAN OUT pL PLATE COL COLUMN P.L. PROPERTY LINE CONC CONCRETE P-LAM PLASTIC LAMINATE CONN CONST CONNECTION CONSTRUCTION PLAS PLY PLASTER PLYWOOD/SHEATHING BUILDING CODES CONT CONTINUOUS PLWD PLYWOOD COORD COORDINATE PNL PANEL WASHINGTONSTATECODEAMENDMENTS CENTR CONTRACTOR PNT PAINT CORR CORRIDOR CPT CARPET P.O. FIR PURCHASE ORDER PAIR WAC 51-50 WA STATE IBC 2015 AMENDMENTS CRS COURSE(ING) PSF POUNDS PER SQUARE FOOT WAC 51-52 WA STATE IMC AMENDMENTS CSMT CASEMENT PSI POUNDS PER SQUARE INCH WAC 51.54A WA STATE WC AMENDMENTS CT CTR CERAMICTILE CENTER PT POINT WAC 51.56 WA STATE UPC AMENDMENTS CU. FT CUBIC FOOTffEET PART PIN PARTITION PRESSURE TREATED WAC 51-11C and 51.11R 2015 WA STATE ENERGY CODE (WSEC) CU. YD CUBIC YARD PVC POLYVINYL CHLORIDE WA STATE VENTILATION & INDOOR AIR QUALITY CODE (WAVIAQ) 2006 DEMO('D) DEMOLISHED) P PAVEMENT 1 DBL DOUBLE RID TU PAPER TOWEL DISPENSER DL DEAD LOAD NATIONAL CODES DTL DETAIL CITY QUANTITY 2012INTERNATIONAL BUILDING CODE (IBC) OF DRINKING FOUNTAIN R RISER 2012INTERNATIONAL EXISTING BUILDING CODE (IEBC) DH DIAG DOUBLE HUNG DIAGONAL IMC 2018 INTERNATIONAL MECHANICAL CODE () DI DIAMETER RA RAD RETURN AIR RADIUS INTERNATIONAL FIRE CODE OFC)2018 DIM(S) DIMENSION(S) RB RESILIENT BASE UNIFORM PLUMBING CODE (UPC) 2018 DM DM D DRAINAGE MAT RT RESILIENTTILE INTERNATIONAL PROPERTY MAINTENANCE CODE (IPMC) 2018 ON DOWN RD ROOF DRAIN NATIONAL ELECTRIC CODE (NEC) 2018 DR DOOR REIRE REF REMOVE AND REPLACE REFRIGERATOR, REFER TO ACCESSIBLE& USABLE BUILDINGS & FACILITIES (ICCIANSI A117.1) IDS DOWNSPOUT REG REGISTER DWG DRAWING REINF REINFORCING DWR DRAWER REQ'D REV(S) REQUIRED REVISION(S) ENERGY CODE COMPLIANCE E EAST RH RIGHT HAND EA EACH RM ROOM EJ EXPANSION JOINT RO ROUGH OPENING ELEV ELEVATION, ELEVATOR RCP REFLECTED CEILING PLAN EQ ELECTRIC(AL) NO ALTERATIONS TO BUILDING ENVELOPE: REFER T0BASE BUILDING PERMIT #:D14-0099 EQUALS SOUTH EQUIP EQUIPMENT SAM SELF ADHERED MEMBRANE DEFERRED SUBMITTALS EST ESTIMATE SCW SOUDCOREWOOD EXCAV EXCAVATE SCHED SCHEDULE EXH EXHAUST SD SF STORM DRAIN SECTION (E) EXISTING SECT SQUARE FEET EXIST EXISTING SEQ SGD SEQUENCE SUDING GLASS DOOR . MECHANICAL EXP EXPANSION SH SHELF EXT EXTERIOR SHi SHEET . ELECTRICAL FA FIRE ALARM SHTG SHWR SHEATHING SHOWER . PLUMBING FD FLOOR DRAIN Sim FDC FIRE DEPARTMENT CONNCTION SIMILAR LOPE + FIRE SPRINKLERS FDN FE(C) FOUNDATION FIRE EXTINGUISHER (CABINET) St. SLAB ON GRADE • SIGNAGE FF FINISHED FLOOR, FLEXIBLE FLASHING SP SPECS) STAND PIPE STAND PIPE FIN FINISHED) SO SQUARE FLIT FLOOR SB STAINLESS STEEL D RA W I N G SYMBOLS FLASH FLASHING STD STANDARD FLUOR FLUORESCENT STL STOR STEEL STORAGE FO FACE OF FOS FACE OF STRUCT STRUCTURAL FOC FACE OF CONCRETE CONCRETE SUSP SUSPENDED COLUMN GRIDLINE- T TREAD FOF FACEOFFINISH FOB FACE OF BRICK TB TEL EHON DETAIL FONT FACE OF MASONRY TEL TEMP TELEPHONE TEMPERED, TEMPORARY RAWNGNUMBNUMBER DETAIL BUG 7 DRAWING NUMBER FP FT FIREPROOF FOOT, FEET TERR TERRAllO FIG FOOTING T&G TONGUE & GROOVE PURR FUT FURRED, FURRING FUTURE THK THRESH THICKNESS) THRESHOLD BUILDING SECTION 1 SECTION DESIGNATION FRG FRP FIBERGLASS REINF GYPSUM FIBERGLASS REINF PLASTIC PANEL TANT TOOLED JOINT WALL SECTION ELEVATION A5.1 DRAWING NUMBER FWC FABRIC WALLCOVERING TKBD TACKBOARD TYP TYPICAL GA GAGE, GYPSUM ASSOCIATION TV TELEVISION GAIN GALVANIZE p TOB TOP OF BRICK GB GRAB BAR TOC TOP OF CONCRETE, CURB ELEVATION TAG -�-- GEN GENERAL IDS TOP OF STEEL GL GLASS, GLAZING TOW TOP OF WALL GND GROUND TRANS TRANSFORMER SEE TITLE BLOCK GR GRADE, GRADING IS TUBE STEEL FOR REVISION. GYB GYPSUMWALLBOARD REVISION CLOUD GYP GYPSUM UL UNDERWRITER'S LABORATORY MOST RECENT GFRC GLASS FIBER REINF. CONC UNFIN UNFINISHED REVISION SHOWN LION UNLESS OTHERWISE NOTED CLOUDED. HB HOSE BIBB UTIL UTILITY HC HOLLOW CORE, HANDICAP HD HEAD VB VINYL BASE, VAPOR BARRIER N HDBD HARDBOARD VCT VINYL COMPOSITION TILE HDR HEADER VEN VENEER HDWD HARDWOOD VENT VENTILATION NORTH ARROW O HONK HARDWARE VERT VERTICAL HM HOLLOWMETAL VEST VESTIBULE HORIZ HORIZONTAL VFY VERFY HR HOUR VIF VERIFY IN FIELD HT HEIGHT VG VERTICAL GRAIN 1 RIG HEATING VR VAPOR RETARDER HVAC HEATINGNENTIIATING/ SHEETNUMBER AIR CONDITIONING W WEST,WIDTH INTERIOR ELEVATION 4 A6.12 FIW HOT WATER HEATER REFERENCE BUG WC WALL COVERING WAL DRAWING NUMBER ID INSIDE DIAMETER WD WOOD - 3 NCL INCLUDING WH WATER HEATER INSUL INSULATION WAN WINDOW INT INV INTERIOR INVERT WIO WP WITHOUT WATERPROOF ROOM IDENTIFICATION ©--ROOM NUMBER WRB WATER RESISTANT BARRIER JAN JANITOR WSCT WANSCOT JST JOIST Wr WEIGHT MATCH LINE JNT JOINT WW WELDED WIRE MATCH LINE WALUPARTITION TYPE �®A DRAWING INDEX ARCHITECTURAL AO.1 COVER SHEET AO.2 ENERGY CODE 14200 TUKWILA ILA I T / T I A BLVD A0.3 ADC COMPLIANCE TUKWILA, WA "� (� 98168TBID V V 1 6 V U I A1.0 FRAMINOCCUPOCCUPG EGRESS PLANCY CY A2.1 FRAMING PLAN s A2.2 FLOOR PLAN BUILDING SUMMARY GENERAL NOTES A2.6 ENLARGED PLAN RCP Al PROJECT INFORMATION 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WTH ALL APPLICABLE BUILDING CODES, AS AMENDED BY THE ATO PARTITIONS PROJECT NAME TUKWILAFOODHALL LOCAL AUTHORITY HAVING JURISDICTION, AND ALL APPLICABLE STATE, NATIONAL CODES AND REGULATORY AGENCIES. A8.0 DOOR SCHEDULE PROJECTADDRESS TUKWILA VILLAGE -BUILDING A,S144TH ST. AND TUKWILA INTERNATIONAL BLVD., TIIKWLA, WA 1. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES NOTED ON OR BETWEEN THE CONTRACT DOCUMENTS AND THE FOLLOWING (BUT NOT UMLTED PROJECT DESCRIPTION INITIAL COMMERCIAL TENANT IMPROVEMENT TO ESTABLISH NEWA-2 RESTAURANT, TYPE IA TO): FIELD CONDITIONS, OWNER -PROVIDED INFORMATION, MANUFACTURER'S RECOMMENDATIONS, CODES, ----------- ------- CONSTRUCTION, SPRINKLERED THROUGHOUT APPLICABLE REGULATIONS, OR REQUIREMENTS OF JURISDICTIONS HAVING AUTHORITY. REVISIONS TUKWILA PROJECT NUMBE 6�DAI 2. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL BE THOROUGHLY ACQUAINTED WITH THE CONTRACT DOCUMENTS, SITE CONDITIONS INCLUDING EXISTING DIMENSIONS AND No chances snail be made tothe scotte ASSEMBLIES, AS WELL AS ALL OWNER -PROVIDED INFORMATION. Of work wdnoul dnor approval of the OCCUPANCY EXISTING USE: VACANT 3. THE CONTRACTOR SHALL PAY AND SECURE ALL PERMITS, FEES,LICENSES, AND INSPECTION NECESSARY FOR Tukwila Building Division. PROPOSED USE: A-2 RESTAURANT PROPER EXECU71ONAND COMPLETION OFTHE WORK NOTE: Revisions will require a new plan 4. ALL DIMENSIONS ARE TO FACE OF FINISH, UNLESS OTHERWISE NOTED. NOTIFY ARCHITECT IMMEDIATELY NTH ANY submittal and may include additional plan review. DISCREPANCIES. REQUIRED ADA FLOOR CLEARANCES SHALL BE PROVIDED AS SHOWN. ALL ADA CLEARANCES BUILDING DATA MUST ACCOUNT FOR THICKNESS OF BASEBOARDS AND FINISH WORK AS NECESSARY. ----- _- -- 5. DO NOT SCALE DRAWINGS, DIMENSIONS SHALL GOVERN. EXISTING CONSTRUCTION TYPE 1A-SPRINKLERED SPRINKLER SYSTEM NFPAt3THROUGHOUT 6. ALL ARROWS INDICATING SLOPED SURFACES, ARROW DENOTES SLOPING DOWNWARD U.N.O. S I T E S I I � /I � /) /, R\,/ 7. ALL NEW WINDOWS SHALL RAVE AU -VALUE OF NO LESS THAN U=0.30. V L7(,J�VtIYl;/1 FIRE ALARM SYSTEM AS REQUIRED BY IBC SECTION 903.11.1(REFER TO BASE BUILDING PERMIT#: D14-M) 8. ALL PLUMBING, ELECTRICAL AND MECHANICAL WORK TO BE DECOMMISSIONED SHALL BE DEMOLISHED, REMOVED, SITE INFORMATION ALLOWABLE FLOORS ABOVE GRADE REFER TO BASE BUILDING PERMIT #:D14-0099 CUT BACK, RE-ROUTED AND SAFED-OFF AS REQUIRED BY APPLICABLE CODE(S). KITCHEN EQUIPMENT QF100 EQUIPMENT PLAN ON01 UTILITY SCHEDULE QF200 FLOOR PENETRATION PLAN OF201 PLUMBING SPOTTING PLAN QF202 PLUMBING ELEVATIONS QF300 ELECTRICAL SPOTTING PLAN QF301 ELECTRICAL ELEVATIONS OF400 ELEVATIONS QF500 SPECIAL CONDITIONS PLAN FILE COPU Permit No. NA Plan review approval Is subject to errors and omissions Approval of construction documents does 101 authmze the violation of any adopted code Or ordinance Re pt of approved d C tl n Ions Is aOKn I ge Bv, o cnv or rurvwna a�uolrvc nlvlslore EXISTING FLOORS ABOVE GRADE: REFER TO BASE BUILDING PERMIT D14-M9 Q 9. ALL PENETRATIONS THROUGH AND TERMINATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRESTOPPED AS LEGALDESCRIPTION PORTION OF BE QTR SW QTR STIR I5-23-04 CAR COMMENCING AT BE CORNER OF SAID SW QTR TH N87-35-31W 586.32 FT ALONG S LINE OF SAID SW OTR TH AT RIGHT ANGLE NO2-24-29E 44.25 FT TO N MARGIN OF S 144TH ST PROPOSED FLOORS ABOVE GRADE: REFER TO BASE BUILDING PERMIT It D14-W99 REQUIRED BY CODE. CONTRACTOR SHALL COORDINATE ALL REQUIRED FIRESTOPPING WORK WITH SUB -CONSULTANTS. AS CONVEYED TO CITY OF TUKWILA BY RECORDING NO 20150319001438 TH N20-06-52E 155.94 FT TO TPOB TH N19-27-24E 33.78 FT TO POINT ON NON -TANGENT CURVE RADIUS OF WHICH BEARS NO 55-17WTH NELY ALONG EXISTING FLOOR BELOW GRADE: REFER TO BASE BUILDING PERMIT #:D14.OM 10, ALL WORK AFFECTING EXISTING FIRE RATED ASSEMBLIES, DOORS AND FIRE PROTECTION ARC OF CURVE CONCAVE TO NW HAVING RADIUS OF40.00FTTHRU CENTRAL ANGLE OF37-11-17ARC LENGTH OF 25.96 FT TO POINT OF REVERSE CURVATURE TH ELY ALONG ARC OF CURVE TO RIGHT HAVING RADIUS OF SYSTEMS SHALL BE COORDINATED BY CONTRACTOR AS NECESSARY TO ENSURE REQUIRED FIRE PROTECTION AND PERFORMANCE IS MAINTAINED AND PROVIDED. 64.00 FT THRU CENTRAL ANGLE OF 49.31-35 ARC LENGTH OF 55.32 FT TH NOB-25-HE 105.72 FT TO POINT OF TANGENCY TH NLY ALONG ARC OF CURVE TO LEFT HAVING RADIUS OF 200.00 FT THRU CENTRAL ANGLE OF 11. CONTRACTOR TO VERIFY IN FIELD ALL EXISTING STRUCTURE SHOWN, INCLUDING ASSEMBLIES AND DIMENSIONS. 06-57-36ARC LENGTH OF24.30FTTHN01.27-24E31.97FTTONLINE OFPLAT OFCHERRY LANE TH887-35-31E NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 31.50 FT ALONG SAID N LINE TH NOI.27-24E 65.00 FT TH N07-15-12W 135.11 FT TH S73-14-OOW 151.66 FT TO E MARGIN OF TUKWILA INTERNATIONAL BLVD BEING POINT ON NON -TANGENT CURVE RADIUS OF WHICH BEARS N89-09-16WTH SLY ALONG SAID E MARGIN ALONG ARC OF CURVE CONCAVE TO WEST HAVING RADIUS OF 1960.00 FT THRU CENTRAL ANGLE OF 10-02-33 ARC LENGTH OF 343.54 FT TO POINT WHICH BEARS N70-32-36W -A! T ` SEPARAT]DIVISION FROM TPOB TH S70-32,36E 119.35 FT TO TPOB(AKA PARCEL DESCRIBED & DELINEATED IN CITY OF TUKWILA RESAUIR M LOT CONSOLIDATION NO L13-021 RECORDING NO 20150428900001) [Jf El PARCELNUMBER 152304.9242 QUARTER -SECTION. SW-15.23.4 TOWNSHIP -RANGE Pl SITE AREA 63,989 SF 11.47 ACRES LEVY CODE 2413 G AREAOFWORK 2,741 SF City o BUILDINN PROPERTY TYPE C ZONING NCC ECA NO -- -. "5 1�✓drv0 1>b rv0] � - 5Yd - � � -. --_ I C , i I - � Y I r � ' -260 93/4 A .1� L��j 7 r �- l �i i j A� 1 1 1. 0 1s 1 1x 1 1 fa I I fz 1 17 u t I' fa 'I 1" G I I 11� 1 1 d} 10"� 'i I (D- I I I I ra `t L r. L p p ctewftmar [ i , L' L i. L L j 000 t AREA OF NO WORK � I.Y EXISTING MIXED USE 6-STORY BUILDING PERMIT #: D14-0099�- . TUKMLAVILLAGE-BUILDINGA ' TUKWILA, WA 63,989 SQ. FT. =3=111< i it a @LCtl0 pt J., 41SQ. FT. TUKWILA,BUILDING AAREA OF WORK 2KWIWA 7�N„�, r 'T i a L ' - o / I Tuft- t ERN _� - iNT ATIO Ale - 10 �� . _. T FhAY 31 2019 N G DIVISION �U L \\ t2'/�%�\\ 4 SITE PLAN Z PROJECT 1116"44' NORTH e M w o w o o �- 12 ig !W! U.O rn Tf c"s T LU C U Z= o H 4��Niii rS. m Qz Q O W F_ �' w W c m O�/t- LL. Z$, zz�o mo v o�oN:nN FOR BUILDING DEPT. USE ONLY RECEIVED CITY OF TUKWILA MAY 2 9 2019 PERMIT CENTER ISSUE DATE: 03/2012019 REV: DATE: Q CYCLE#1CORRECTIONS 05/24/2019 COVER SHEET O .1 2015 Washington State Energy Code Compliance Fors for Commercial Buildings inciudinq R2. R3. R4 ovar 3 stodes and all RI Revised Nov 2017 Project Title: Fill this line out on LOT -SUM Date 1/1/2017 Calculation AreaNOTEe a New Comirmton OAddition- stand alone 0 Spaces where <50% of 0 Spam. where > 50% of luminaires are replaced luminaires am replaced 4Addition +existing 0 Spaces where the Use is charging (C505) For Building Department Use LPA Calculation Type 0 Standard 0 Additional Efficiency Package Option C406.3 Reduced hrtedor Lighting To complyWth C406.3, the Pmposad LAD shalibe 25%loner than the Target LPA. Refer to C406.3 for additionalrequimments. User Note Maximum Allowed Lighting Wattage" LocaSon(pian#, mom #) Space Type Ceiling Hedght"'m Gross htedor Area in f Allowed Walls per I? Watts Allowed (wattae x area) A3.0 RCP,#100 Dirong area: Famity direng area 13 830 0.710 589 A3.ORCP,#101 Food preparation 13 364 0.790 288 A3.0 RCP,#102 Food preparation 13 918 0.790 725 A3.0 FOP,#103 Storage room 13 43 0.500 22 A3.0 RCP,#104 Office: Emkimd 9 82 0.890 73 A3.0 RCP ,#105 Comdoc all other 13 146 0.530 77 A3.0 RCP,#106 Restmom: all o0rer 9 1 56 0.780 44 A3.ORCP,#107 Restroom:allothar 9 60 0.780 47 A3.0 RCP,#108 lFoodpreparatt 9 84 0.790 66 A3.0 RCP,#109 Food preparation 9 54 0.790 43 LobbyArVExttibit Display Allowance from LTG-PIT-DISPLAYNOM eO Total Area 2637 Retail DisplayAllowarxz from LTG -TNT -DISPLAY Allowed Watts 1974 Proposed Lighting Wattage—"' Location(plan#, mom#) Fixture Description NOM4,5,6 Numberof Fixture. Watt/ Fixture None? Wads Proposed A3.0 RCP, #100 LT-01, LARGE AREA PENDANT 12 60 720 A3.0 RCP, #101 LT-02, TRACK LIGHTING 10 10 100 A3.ORCP,#102 LT-06, 2'x4' LED TROFFER 8 45 360 A3.0 RCP, #103 LT-06, 2'x4' LED TROFFER 1 45 45 A3.0 RCP,#104 LT-034-CAN LIGHT 2 12 23 A3.0 RCP, #105 LT-02, TRACK LIGHTING 5 10 50 A3.0 RCP, #106 LT-03 4' CAN LIGHT 1 12 12 A3.0 RCP,#106 LT-04, WALL SCONCE 1 43 43 A3.0RCP,#107 LT-034-CAN LIGHT 1 12 12 A3.0 RCP,#107 LT-04, WALL SCONCE 1 43 43 A3.0 RCP,#108 LT-06,2'M'LED TROFFER 1 45 45 A3.0 RCP, #109 LT-06, 2'x4' LED TROFFER 1 45 45 60 A3.0 RCP,#100 LT-05, SMALL AREA PENDANT 1 1 60 Proposed Retail DisplayLightirg feat LTG-NT-DISPLAY Total Proposed Watts maynot exceed ToMlAfloxed Watts for lnterforLighting Total Proposed Watts 1557 InieriorLighting Fower lowance COMPLIES Note 1 -List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category from drop down menu. Note 2 - Indicate cofIngneigh t for atriums and spaces utilizing the ceiling heightadjustmentper Table C405.4.2(2), Footnotes d Mau f. Note 3 -List all proposed lighting fixtures including exemptlightfogequipmentand existing-M-remain fixtures. Note 4-Forproposed Fixture Description, indicate fixture type, tamp type (e.g. T-8), namberoftampsin the fixture, and ballast type (if included). For track ffghfing, listMe length of the back (n feet) in addition to the fixtum, lamp, and balfastinformafion. Note 5 -For lighting equipmenteligible for exemption per C405.4.1, note exception numberand leave WattwFixtum blank. Note 6 - Existfngdo-remain fixtures shalt be includedin the Proposed lighting Wattage table in the same manneras new fixtures. Identify as existing in fixture description. Note 7 -For proposed WathVFixturs enter the luminafm wettage for installed lamp and ballast using manufacturer or other approved source. for luminaires with screwin lamps, enter the manufacturer's listedmaximum input wattage of the fixture (not the lamp wattage). Forlow, voltage lighting, enter the xethage of the transformer Fortin voltage trackbuswey systems, enterthe larger otMe attached luminous, vatfage or 50 w ats4ineal toot orenterthe wattagelimitofpermanentcurrentlimifingdevice. Nora 6- LobbyArtlExhibit DisplayAllowams is todependent ofthe MaximumAlloxed Lighting Wattage. Enter all proposed lobbyan exhibit display fixtures in LTG-INT-DISPLAY form only. Note 9-CalculationAma Detanils: a. Lighting fixtures in a building addition may complyas a stand alone project or they maybe combined Wth the overall existing building lighting systems to demonstrate compliance. Referte, C5021. b. Foraitemfions and buildmiladdifions, provide Space Types and gmss iatedoramas in the Maximum Allowed lighting Wattage table. If a JVED buildin as interm will compfyas combined with the overall existing builtlingtightingsystems, include all applicable existing S and gmssimedoramas. ((TY OF TUKWILA MAY 2 9 2019 PERMIT CENTER MALLET ARCHITECTURE + DESIGN 2700 4TH AVE S, SUITE C SEATTLE INA 98134 P:206.767.1875 F: 206.763.6977 9073 REGISTERED ARC IT CT JASON M LAND STATE OFWASHINGTON `r W ca A W U � W O d r W J W M Z = rn g o O rn vo o *k Ulm M � Z ¢ t— wm -W U w 'M 00 yJ Q WO � w �N�o o V V _ cn m z Ili C; w H O o �oN Q w �ti zo � G��Nln a a m `r z o UJI H o ~ z Wo, W_ N m Y o I.L Oc.>ONinH FOR BUILDING DEPT. USE ONLY IEu rUR .;MPLIANCE _rPROVED MA'. 31 2019 City Of Tukwila BUILDING DIVISION I ISSUE DATE: 03/20/2019 1 REV: DATE: 0 CYCLE # 1 CORRECTIONS 05/2412019 '1. DOORS, DOORWAYS, AND GATES RAMPS 404 DOORS, DOORWAYS, AND GATES 405.1 GENERAL, RAMPS ON ACCESSIBLE ROUTES SHALL COMPLY WITH 405. 404.1 GENERAL DOORS, DOORWAYS, AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH 404. 405.2 SLOPE. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. 404.2 MANUAL DOORS, DOORWAYS, AND MANUAL GATES. MANUAL DOORS AND DOORWAYS AND MANUAL GATES INTENDED EXCEPTION: FOR USER PASSAGE SHALL COMPLY WiTH 404.2. IN EXISTING SITES, BUILDINGS, AND FACILITIES, RAMPS SHALL BE PERMITTED TO HAVE RUNNING SLOPES STEEPER THAN 1:12 COMPLYING WITH TABLE 405.2 WHERE SUCH SLOPES ARE NECESSARY DUE TO SPACE LIMITATIONS. 404.2.1 DOUBLE -LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH 4OC2.2 AND 40C2.3. 405.3 CROSS SLOPE. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. 404.2.2 CLEAR WIDTH. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES (815 MM) MINIMUM. CLEAR 405.4 FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES OF RAMP RUNS SHALL COMPLY WITH 302. OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE AND CROSS SLOPE ARE NOT PERMITTED ON RAMPRUNS. WiTH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES (610 MM) DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES (915 MM) MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER 405.5 CLEAR WIDTH. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36 INCHES (915 MM) MINIMUM. HANDRAILS AND THAN 34 INCHES (865 MM) ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH HANDRAIL SUPPORTS THAT ARE PROVIDED ON THE RAMP RUN SHALL NOT PROJECT INTO THE REQUIRED CLEAR WIDTH BETWEEN 34 INCHES (865 MM) AND 80 INCHES (2030 MM) ABOVE THE FINISH FLOOR OF GROUND SHALL NOT EXCEED 4 OF THE RAMP RUN. INCHES (100 MM). 405.6 RISE. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES (760MM) MAXIMUM. EXCEPTIONS: 1. IN ALTERATIONS, A PROJECTION OF 5/8 INCH (16 MM) MAXIMUM INTO THE REQUIRED CLEAR WIDTH SHALL BE 405.7 LANDINGS. RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. LANDINGS SHALL PERMITTED FOR THE LATCH SIDE STOP. COMPLY WITH 405.7. 2. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES (1980 MM) MINIMUM ABOVE THE FINISH 405.7.1 SLOPE. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN i/58 AND SHALL COMPLY WITH SECTION 302. FLOOR OR GROUND. 404.2.3 MANEUVERING CLEARANCES. MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY WITH 405.7.E WIDTH. THE LANDING CLEAR WIDTH SHALL BE AT (FAST AS WIDE AS THE WIDEST RAMP RAMP RUN LEADING TO 404.2.3. MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR THE LANDING. HINGE SIDE CLEARANCE. 405.7.3 LENGTH. THE LANDING CLEAR LENGTH SHALL BE 60 INCHES (1525 MM) LONG MINIMUM. 404.2.3.4 DOORWAYS WITHOUT DOORS OR GATES, SLIDING DOORS, AND FOLDING DOORS. DOORWAYS LESS THAN 36 INCHES 405.7.4 CHANGE IN DIRECTION. RAMPS THAT CHANGE DIRECTION AT RAMP LANDINGS SHALL BE SIZED TO PROVIDE A (915 MM) WIDE WITHOUT DOORS OR GATES, SLIDING DOORS, OR FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES TURNING SPACE COMPLYING WiTH SECTION 304.3. COMPLYING WiTH TABLE 404.2.3.4. 404.2.3.5 RECESSED DOORS. WHERE ANY OBSTRUCTION WITHIN 78 INCHES OF THE LATCH SIDE OF A DOORWAY PROJECTS 405.7.5 DOORWAYS. WHERE DOORWAYS ARE ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY SECTIONS 40AND 404.3.E SHALL BE PERMITTED TO OVERLAP THE LANDING AREA. WHERE A DOOR THAT IS MORE THAN 8 INCHES BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR, SUBJECT TO LOCKING KING IS LOCATED ADJACENT A RAMP LANDING, THE LANDING SHALL BE SIZED TO PROVIDE A MANEUVERING CLEARANCES FOR A FORWARD APPROACH SHALL BE PROVIDED. TURNING SPACE COMPLYING WITH SECTION 304.4.3. 404.2.3.1 FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1/48 AND 405.8 HANDRAILS. RAMP RUNS WITH A RISE GREATER THAN 6 INCHES (150 MM) SHALL HAVE HANDRAILS COMPLYING SHALL COMPLY WITH SECTION 302. WITH 505. 404.2.4 THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (13 MM) HIGH MAXIMUM. RAISED 405.9 EDGE PROTECTION. EDGE PROTECTION COMPLYING WITH 405.9.1 OR 405.9.2 SHALL BE PROVIDED ON EACH SIDE THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 302 AND 303. OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. EXCEPTION: EXISTING OR ALTERED THRESHOLDS 3/4 INCH (19 MM) HIGH MAXIMUM IN HEIGHT PROVIDED THAT THE EXCEPTIONS: THRESHOLD HAS A BEVELED EDGE ON EACH SIDE WITH A MAXIMUM SLOPE OF 1:2 FOR THE HEIGHT EXCEEDING 1/4 INCH. 1. EDGE PROTECTION SHALL NOT BE REQUIRED ON RAMPS THAT ARE NOT REQUIRED TO HAVE HANDRAILS AND HAVE SIDES COMPLYING WiTH 406.3. 404.2.5 DOORS IN SERIES. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES 2. EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMP LANDINGS SERVING AN ADJOINING RAMP RUN (1220 MM) MINIMUM PLUS THE WIDTH OF ANY DOORS SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS OR STAIRWAY. SHALL PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304. 3. EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMP LANDINGS HAVING A VERTICAL DROP-OFF OF 1/2 INCH (13 MM) MAXIMUM WITHIN 10 INCHES (255 MM) HORIZONTALLY OF THE MINIMUM LANDING AREA 404.2.6 DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL SPECIFIED IN 405.7. 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. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 405.9.1 EXTENDED FLOOR OR GROUND SURFACE. THE FLOOR OR GROUND SURFACE OF THE RAMP RUN OR LANDING INCHES MAXIMUM ABOVE THE FLOOR. WHERE SUDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL EXTEND 12 INCHES (305 MM) MINIMUM BEYOND THE INSIDE FACE OF A HANDRAIL COMPLYING WITH 505. SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. 405.9.2 CURB OR BARRIER. EDGE PROTECTION COMPLYING WITH SECTION 405.9.2.1 OR 405.9.2.2 SHALL BE PROVIDED EXCEPTION: ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. LOCKS USED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 404.2.6. 405.10 WET CONDITIONS. LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. 404.2.7.1 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 MINIMUM. 406.1 CURB RAMPS. CURB RAMPS ON ACCESSIBLE ROUTES SHALL COMPLY WiTH 406, 405.2, 405.3, AND 405.10. 404.2.7.2 SPRING HINGES. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 406.2 COUNTER SLOPE. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION iN 1.5 SECONDS MINIMUM. CURB RAMP SHALL NOT BE STEEPER THAN 1:20. THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS, AND STREETS SHALL BE AT THE SAME LEVEL 404.2.8 DOOR OPENING FORCE FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OTHER THAN FIRE DOORS SHALL BE AS 406.3 SIDES OF CURB RAMPS. WHERE PROVIDED, CURB RAMPS FLARES SHALL COMPLY WITH SECTION 406.3. FOLLOWS: 1. INTERIOR HINGED DOORS: 5 POUNDS (22.2 N) MAXIMUM 406.6 LOCATION. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT 2. SLIDING OR FOLDING DOORS: 5 POUNDS (22.2. N) MAXIMUM. PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR PARKING ACCESS AISLES. CURB RAMPS AT MARKED THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKING, EXCLUDING ANY FLARED SIDES. HOLD THE DOOR OR GATE IN A CLOSED POSITION. 406.7 LANDINGS. LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS. THE LANDING CLEAR LENGTH SHALL BE 404.2.9 DOOR SURFACES. SWINGING DOOR SURFACES WITHIN 10 INCHES (255 MM) OF THE FINISH FLOOR OR GROUND 36 INCHES (915 MM) MINIMUM. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, MEASURED VER11CALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR EXCLUDING FLARED SIDES, LEADING TO THE LANDING. EXCEPTION: IN ALTERATIONS, WHERE THERE IS NO LANDING AT OR GATE PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH (1.6 MM) THE TOP OF CURB RAMPS, CURB RAMP FLARES SHALL BE PROVIDED AND SHALL NOT BE STEEPER THAN 1:12. OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. 406.10 DIAGONAL CURB RAMPS. DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR OTHER EXCEPTIONS: WELL-DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. THE BOTTOM OF 1. SLIDING DOORS SHALL NOT BE REQUIRED T COMPLY WITH 404.2.9. DIAGONAL CURB RAMPS SHALL HAVE A CLEAR SPACE 48 INCHES (1220 MM) MINIMUM OUTSIDE ACTIVE TRAFFIC LANES 2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE OF THE ROADWAY. DIAGONAL CURB RAMPS PROVIDED AT MARKED CROSSINGS SHALL PROVIDE THE 48 INCHES (1220 TAPERED AT 60 DEGREES MINIMUM FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH (255 MM) MINIMUM CLEAR SPACE WITHIN THE MARKINGS. DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A MM) BOTTOM SMOOTH SURFACE HEIGHT REQUIREMENT, SEGMENT OF CURB 24 INCHES (610 MM) LONG MINIMUM LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE 3. DOORS AND GATES THAT DO NOT EXTEND TO WITHIN 10 INCHES (255 MM) OF THE FINISH FLOOR OR GROUND SHALL MARKED CROSSING. NOT BE REQUIRED TO COMPLY WITH 404.2.9. 406.11 ISLANDS. RAISED ISLANDS IN CROSSINGS SHALL BE CUT THROUGH LEVEL WITH THE STREET OR HAVE CURB 404.2.10 VISION LIGHTS. DOORS, AND SIDE LIGHTS ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT RAMPS AT BOTH SIDES. EACH CURB RAMP SHALL HAVE A LEVEL AREA 48 INCHES (1220 MM) LONG MINIMUM BY 36 PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43 INCHES INCHES (915 MM) WIDE MINIMUM AT THE TOP OF THE CURB RAMP IN THE PART OF THE ISLAND INTERSECTED BY THE (1090 MM) MAXIMUM ABOVE THE FINISH FLOOR. CROSSINGS. EACH 48 INCH (1220 MM) MINIMUM BY 36 INCH (915 MM) MINIMUM AREA SHALL BE ORIENTED SO THAT THE 48 INCH (1220 MM) MINIMUM LENGTH IS IN THE DIRECTION OF THE RUNNING SLOPE OF THE CURB RAMP IT EXCEPTION: VISION LIGHTS WITH THE LOWEST PART OMORE THAN 66 INCHES (1675 MM) FROM THE FINISH FLOOR OR SERVES. THE 48 INCH (1220 MM) MINIMUM BY 36 INCH (915 MM) MINIMUM AREAS AND THE ACCESSIBLE ROUTE SHALL GROUND SHALL NOT BE QREUIED TO COMPLY WITH 404.2.10. BE PERMITTED TO OVERLAP. 404.3 AUTOMATIC AND POWER ASSISTED DOORS AND GATES. AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH 404.3. FULL -POWERED AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA A56.10 LISTED IN SECTION 105.2.4. LOW -ENERGY AND POWER -ASSISTED DOORS SHALL COMPLY WITH ANSI/BHMA A156.19 LISTED IN SECTION 105.2.3. STAIRS 404.3.1 CLEAR WIDTH. DOORWAYS SHALL PROIDE A CLEAR OPENING OF 32 INCHES (815 MM) MINIMUM IN POWER -ON AND POWER -OFF MODE THE MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR SYSTEMS IN A DORRWAY SHALL BE BASED ON THE 504.1 GENERAL STAIRS SHALL COMPLY WITH 504. CLEAR OPENING PROVIDED BY ALL LEAVES IN THE OPEN POSBiON. 504.2 TREADS AND RISERS. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM 404.3.2 MANEUVERING CLEARANCE. CLEARANCES AT POWER -ASSISTED DOORS AND GATES SHALL COMPLY WiTH 404.2.3. TREAD DEPTHS. RISERS SHALL BE 4 INCHES (100 MM) HIGH MINIMUM AND 7 INCHES (180 MM) HIGH MAXIMUM. TREADS SHALL BE 11 INCHES (280 MM) DEEP MINIMUM. 404.3.3 THRESHOLDS. THRESHOLDS AND HANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 404.2.4. 404.3.4 DOORS IN SERIES AND GATES IN SERIES. DOORS IN SERIES AND GATES IN SERIES SHALL COMPLY WITH 404.2.5. 504.3 OPEN RISERS. OPEN RISERS ARE NOT PERMITTED. 404.3.5 CONTROLS. MANUALLY OPERATED CONTROLS SHALL COMPLY WITH 309. THE CLEAR FLOOR SPACE ADJACENT TO 504.4 TREAD SURFACE. STAIR TREADS SHALL COMPLY WITH 302 AND SHALL HAVE A SLOPE NO STEEPER THAN 1:48. THE CONTROL SHALL BE LOCATED BEYOND THE ARC OF THE DOOR SWING. 504.5 NOSINGS. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE i/2 INCH (13 MM) MAXIMUM. 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 3- DEGREES MAXIMUM FROM VERTICAL THE PERMITTED PROJECTION OF THE NOSING SHALL EXTEND 1 1/2 INCHES (38 MM) MAXIMUM OVER THE TREAD BELOW. 504.6 HANDRAILS. STAIRS SHALL HAVE HANDRAILS COMPLYING WiTH 505. 504.7 WET CONDITIONS. STAIR TREADS AND LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. 0 �111110=W41 Im t A WALL MOUNTED TOILET t B ADA GRAB BARS 1 C FLOOR MOUNTED TOILET WHIM LJ tri t alas WaH STNW_M SELL TWIff BNAAE PWES ]MIT! Ufm settUMIR COUNTER O7 D TOILET t E URINAL T F SANITARY SURFACE MOUNTED PAPER HOLDER a � NAPKIN DISPOSAL t c ToiIET SEAT COVER MALLET ARCHITECTURE + DESIGN DISPENSER 2700 4TH AVE S, SUITE C SEATTLE WA 98134 P:206.767.1875 F: 206.763.6977 1 J WALL HUNG 51NK 7 K LAVATORY i t �p 7 M W� RECEPTACLE PAPER TOWEL 1 N SNAPK N/TAMpOURFACE N� 1 P DIAPER CHANGISURFACE NG 1 Q COUNTERTOP VENOR STATION Aak COHPELWT rmar SrM.M OF AcxEsse¢nY um � EN5 iFs• tm ® T199i BAlS2A1U10$ SW11 ft4YE A OF M A17.1 2M SOS TO HE TACTILE NmRaAIE FINM SYMnS OF SECODN 6D2 k 2012 PER IX A117.1 20oB. m 71095 ACCESSIBM SWVL CPER BEDiS TO ff t80 M WITH A1TT.1-2BW;pi m PER FADE AM RI EACH DOOR ICCfAN51 D63 (302.6) IXrf REE_UGE LFADW TIT AN EC1M z SYBS 0F)7I6tWD VAN P}@3!G SEARBAY. FOR &ACES SHALL CDMM THE 06U4AGE AIiFA OF WT g DESIG ATIDR Vitt ABC. DUPLICATE SIFT Rff1Y. TEXT. MATCH o TEE SIGTB MCUN ED i DDRBSDxsPER I AW TO DDDRS wsr BE ' 70 A117.1 TFBIE WE HIX E PAM SMACE 70.T.55 O VAN ACCESSIBLE PARKING SPACE IDENTIFICATION ® DRINKINGFOUTAIN O SIGNS 505.1 GENERAL HANDRAILS REQUIRED BY SECTION 405.8 FOR RAMPS, OR SECTION 504.6 FOR STAIRS, SHALL COMPLY WITH SECTION 505. 505.2 LOCATION. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. EXCEPTIONS: 1. IN ASSEMBLY SEATING AREAS, HANDRAILS SHALL NOT BE REQUIRED ON BOTH SIDES ALONG AISLE STAIRS, PROVIDED WITH A HANDRAIL EITHER AT THE THE SIDE OR WITHIN THE AISLE. 2. IN ASSEMBLY SEATING AREAS, HANDRAILS SHALL NOT BE REQUIRED ON THE SIDES OF RAMPED AISLES SERVING SEATS. 505.3 CONTINUITY, HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. OTHER HANDRAILS SHALL COMPLY WITH SEC11ONS 505.10 AND 307. EXCEPTION: HANDRAILS SHALL NOT BE REQUIRED TO BE CONTINUOUS IN AISLES SERVING SEATING WHERE HANDRAILS ARE DISCONTINUOUS TO PROVIDE ACCESS TO SEATING AND TO PERMIT CROSSOVERS WITHIN THE AISLES. 505.4 HEIGHT. TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES (855 MM) MINIMUM AND 38 INCHES (965 MM) MAXIMUM VERTICALLY ABOVE WALKING SURFACES, STAIR NOSINGS AND RAMP SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES. 505.5 CLEARANCE CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL BE 1 1/2 INCHES (38 MM) MINIMUM. 505.6 GRIPPING SURFACE. GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS, OR OBSTRUCTIONS. EXCEPTIONS: 1. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE CONSIDERED OBSTRUCTIONS. PROVIDED THE BRACKETS OR BALUSTERS COMPLY WITH THE FOLLOWING CRITERIA: 1A. NOT MORE THAN 20 PERCENT OF THE HANDRAIL LENGTH IS OBSTRUCTED. 13. HORIZONTAL PROJECTIONS BEYOND THE SIDES OF THE HANDRAIL OCCUR 1 1/2 INCHES (38 MM) MINIMUM BELOW THE BOTTOM OF THE HANDRAIL, AND PROVIDED THAT FOR EACH 1/2 INCH (13 MM) OF ADDITIONAL HANDRAIL PERIMETER DIMENSION ABOVE 4 INCHES (100 MM), THE VERTICAL CLEARANCE DIMENSION OF 1.5 INCHES (38 MM) CAN BE REDUCED BY 1/8 INCH (3.22 MM). I.C. EDGES SHALL BE ROUNDED. 2. WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH SLOPES NOT STEEPER THAN 1:20, THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL BE PERMITTED TO BE OBSTRUCTED ALONG THEIR ENTIRE LENGTH WHERE THEY ARE INTEGRAL TO CRASH RAILS OR BUMPER GUARDS. 505.7 CROSS SECTION. HANDRAIL GRIPPING SURFACES SHALL HAVE A CROSS SECTION COMPLYING WITH 505.7.1 OR 505.7.2. 505.7.1 CIRCULAR CROSS SECTION. HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4 INCHES (32 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM. 505.7.2 NON -CIRCULAR CROSS SECTIONS. HANDRAIL GRIPPING SURFACES WITH A NON -CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4 INCHES (100 MM) MINIMUM AND 6 1/4 INCHES (160 MM) MAXIMUM, AND A CROSS-SECTION DIMENSION OF 2 1/4 INCHES (57 MM) MAXIMUM. 505.8 SURFACES. HANDRAIL HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. 505.9 FITTINGS. HANDRAILS SHALL NOT ROTATE WiTHIN THEIR FDiTNGS. 505.10 HANDRAIL EXTENSIONS. HANDRAIL GRIPPING SURFACES SHALL EXTEND BEYOND AND IN THE SAME DIRECTION OF STAIR FLIGHTS AND RAMP RUNS IN ACCORDANCE WITH 505.10. EXCEPTIONS: 1. EXTENSIONS SHALL NOT BE REQUIRED FOR CONTINUOUS HANDRAILS AT THE INSIDE TURN OF SWITCHBACK OF DOGLEG STAIRS AND RAMPS. 2. IN ASSEMBLY AREAS, EXTENSIONS SHALL NOT BE REQUIRED FOR RAMP HANDRAILS IN AISLES SERVING SEATING WHERE THE HANDRAILS ARE DISCONTINUOUS TO PROVIDE ACCESS TO SEATING AND TO PERMIT CROSSOVERS WITHIN AISLES. 3. IN ALTERATIONS, FULL EXTENSIONS OF HANDRAILS SHALL NOT BE REQUIRED WHERE SUCH EXTENSIONS WOULD BE HAZARDOUS DUE TO PLAN CONFIGURATIONS. OREDUCED VERTICAL CLEARANCE nmm RM . ID 1➢AS All1M4D 6A SWCON 3D72 4 N73 ALAI WMM VERTICAL CIEARNICE 6 LESS THAN BD' AM PC RCDR CUUW)A SHN1. HE 27• MAX AM TW RM 505.10.1 TOP AND BOTTOM EXTENSION AT RAMPS. RAMP HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES (305 MM) MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS, EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. 505.10.2 TOP EXTENSION AT STAIRS, AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES (305 MM) MINIMUM BEGINNING, DIRECTLY ABOVE THE FIRST RISER NOSING. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. 505.10.3 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 AT LEAST EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING, EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. TOILET AND BATHING ROOMS 603.1 GENERAL TOILET AND BATHING ROOMS SHALL COMPLY WITH 603. 603.2 CLEARANCES. CLEARANCES SHALL COMPLY WiTH 603.2. 603.2.1 TURNING SPACE TURNING SPACE COMPLYING WITH 304 SHALL BE PROVIDED WITHIN THE ROOM. 603.2.2 DOOR SWING. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS SHALL BE PERMITTED TO SWING INTO THE REQUIRED TURNING SPACE. EXCEPTION: DOORS TO A TOILET ROOM OR BATHING ROOM FOR A SINGLE OCCUPANT ACCESSED ONLY THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE PROVIDED THE SWING OF THE DOOR CAN BE REVERSED TO COMPLY WITH 603.2.2 WHERE THE TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE COMPLYING WITH 305.3 IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, THE DOOR SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 603.2.2. COMMUNICATION ELEMENTS 9073 REGISTERED i^ AR JASON M LAND STATE OF WASHINGTON ammo 0 0�` n I Y o C Q m U s m �' ZS��ZS� OU O NNa��, 703.3 RAISED CHARACTERS. RAISED CHARACTERS SHALL COMPLY WITH 703.2 AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH 703.3. RAISED CHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH 703.4. FOR BUILDING DEPT, USE ONLY 703.3.2 DEPTH. RAISED CHARACTERS SHALL BE 1/32 INCH MINIMUM ABOVE THEIR BACKGROUND. 4 .- roR OPLIANCE 703.3.3 CASE. CHARACTERS SHALL BE UPPERCASE :'E,ROVED 703.3.4 STYLE CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY ` AY 312019 DECORATIVE, OR OF OTHER UNUSUAL FORMS. 703.3.5 CHARACTER HEIGHT. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL CRY of Tukwila BE 5/8 INCH MINIMUM AND 2 INCHES MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER T. BUILDING DIVISION 703.3.10 HEIGHT ABOVE FINISH FLOOR OR GROUND. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE ISSUE DATE: 03120/2019 OF THE HIGHEST TACTILE CHARACTER. EXCEPTION: TACTILE CHARACTERS FOR ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO COMPLY WITH 703.3.10. REV. DATE: CYCLE # 1 CORRECTIONS 05/2412019 703.4 BRAILLE. BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH 703.4. RECEIVED OFADA COMPLIANCE CITY OF TUKUKWILA MY 2 9 2019 AO.3 IE RMIT CENTER EGRESS SUMMARY 1� OCCUPANT LOAD: _ - 71 OCCUPANTS REQUIRED NUMBER OF EXITS: 2, PER IBC 2018 SECTION 1006, TABLE 1006.2.1 MEANS OF EGRESS ILLUMINATION: PER IBC 2018, SECTION 1008 MALLET MINIMUM EGRESS DOOR WIDTH: MALLET ARCHITECTURE + DESIGN 32" CLEAR, PER IBC 2018, SECTION 1010.1.1 2700 4TH AVE S, SUITE C SEATTLE WA 98134 P:206.767.1875 F: 206.763.6977 - MINIMUM EGRESS DOOR WIDTH PROVIDED: 36" CLEAR 9073 REGISTERED EGRESS DOOR SWING DIRECTION: % AR IT CT DOORS SHALL SWING IN DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA IF EXIT ACCESS TRAVEL DISTANCE j TE OF SHINGTON CONTAINING AN OCCUPANT LOAD OF 50 OR MORE PERSONS. �AsoN M taxD . ,.. , .. '..: " ,..< ;, .c-- ,�:..�....,+. i;.,-�. "�. ;... , 4..; W.:,. ,t.:. . i,»'. '-.. <250 LF PER TABLE 1017.2 _ _ . _ " _ ��%, PER IBC 2018, SECTION 1010.1.2.1 ` _ - j _.. ... - - �� DI64d" DOOR HARDWARE REQUIRED FOR FOR ACCESSIBLE EGRESS DOORS: - w . .�.. �..�.. - .� PER 2 W = J . 4. C R w EXIT ACCESS TRAVEL DISTANCE _COMMON PATH OF EGRESS <250 LF PER IBC TABLE iDTT.2 - - 5 - - - - _ - - 1,435.5 SO FT � TRAVEL: _ _ g 01D.1.9 ACTUAL DISTANCE TO EXIT: L - .� _ _ 200 GRO��UPANT 7 _. - - - �� ExtraccEssTRAVELmsTaxcEzh 5 MAX.,MAX PER TABLE10062.1 0 I - - - �� EXIT ACCESS TRAVEL DISTANCE A 20CCUPANCY o t. ,, <250 LF PER IBC TABLE w17.2 250 LF MAX ALLOWABLE (SPINKLERED) PER 2015 IBC TABLE 1017.2 ACTUAL DISTANCE TO EXIT: I 3'�01/2 s , . i, iJ` PROVIDED: W ¢ t 6 s. s7oxaGE 4'-4" LF MAX WITHIN TENANT SPA KTfCHEN j i 137.9 sD FT ACCESSIBLE MEANS OF EGRESS: SPACE 300 GROSS PER OCCUPANT . 2 ACCESSIBLE MEANS OF EGRESS PROVIDED PER IBC 20181009.1, REF FLOOR PLAN 11 A21 - 19t8 SF - j . 0 I / ; JANITO iiriiiiii,, O� Unu ��, >�� EXISTING USE: NIA �m . _sf• / WALK-IN ��, PROPOSED USE: A-2- RESTAURANT z ''REFRIGERkTOR 94SF REQUIRED NUMBER OF EXITS: (IBC TABLE 1006.1) GROUP A-2 (RESTAURANT) OCCUPANCY: / e / EXITACCESSTRAVELDISTANCE (IF MORE THAN 49 OCCUPANTS) = 2 EXITS REQUIRED 0, - \ <250 LF PER IBC TABLE 1017.2 �> W 0;B"tttALL ''�� ACTUAL DISTANCE TO EXIT: w y 2 EXITS PROVIDED ✓ FREEZER 5�.7" c� n ,t' 131 BF �•, OCCUPANCY CALCULATIONS: (IBC TABLE 1004.1.2) rot ` �/.y•/ . 54 SF 4^� - � l � <w/ �.- - EXIT ACCESSTRAVEL DISTANCE oy s ADA,, ; / OCCUPANCY DESIGNATION: OCCUPANT AREA: OCCUPANTS TOTAL: <250 LF PER IBC TABLE 1017.2 RP1f 0OM ACTUAL DISTANCE TO EXIT: A-2 RESTAURANT LOAD FACTOR: BY USE: / 167 1 UNCONCENTRAT REST o M % ! � : - 15 NET PER OCC. 415 SF o � w i TABLES & CHAIRS E f- a - l 1 D' 28 OCCUPANTS _ s, � 'iiii, � 536E \ / o�m�� a - - If I if WALLS '. i� 4'.0. - �,xo m 71to o % % 2. CONCENTRATED: 7 NET PER OCC. 38 SF 5 OCCUPANTS ...,`�� 107 _ / EXIT ACCESS TRAVEL DISTANCE CHAIRS ONLY o =o EEZ SF-!! <250LFPER IBC TABLE 1017.2 - ACTUAL TO EXIT. 4 DISTANCE sot 3. ASSEMBLY: 5 NET PER OCC. 150 SF 30 OCCUPANTS Q / / ! STANDING m ~ / +• I C / I 4. KITCHEN: 200 GROSS PER 1,435 SF 7 OCCUPANTS A W a d o. MAR _ „.�- - to t• 5. STORAGE 300 GROSS PER 138 SF I OCCUPANTS ¢5MlIn a d� z Q i o 63 F PLUMBING FIXTURE COUNT "- 3. ASSEMBLY, WITHOUT / FU(EDWDING c o z ussSGFr . BUSINESS: (IBCTABLE 2902.1) U g / K s N PAxT . SEE SHEET FOR LOCATION OF RESTROOMS - (2) ADA COMPLIANT RESTROOMS W _ m FxtrsEP 1 // 0 PROVIDED IN TENANT SPACE O $ m m w ��"0"MORE asc9 / WATER CLOSETS LAVATORIES N20'OR T/p t13 0Fo4Go ! 2.ASSEMBLY, V61THOUT MALE FEMALE MALE FEMALE t xr 3 of SpRtrok«Reo FIXED SEATS, coHFMRSONLY WC REQUIRED: WC REQUIRED: LAV REQUIRED: FOR BUILDING DEPT. USE ONLY OCCUPANT LOAD FOR �• B�ttDrNG �! 7NET PER occuPaxT 1 PER75 1 PER 75 1 PER 200 % 3SQ& jM10 NEAR EACHExR / 1 REQ'D 1 REQ'D 1 REQ'D ' APPROVED 1. ASSEMBLY, Vill UT ED ASSEMBLY SPACE ! ANCE SEATS 8 C RS SHALL BE POSTED D 15 NET P PA DOOR PER IBC 1DD4.3 2 UNISEX RESTROOMS PROVIDED 2 LAVATORIES PROVIDED WAX OCCUPANCY:65" 1 ! LEGEND MAY 312019 2015 IBC SECTION 1008 MEANS OF EGRESS / ILLUMINATION REQUIRED EMERGENCY ILLUMINATION FOR BUILDINGS AND City Of Tukwila The means of egress serving a room or space shall be DURATION OF ILLUMINATION (1008.3.2-1008.3.5) EXIT ILLUMINATED EXIT SIGNS BUILDING DIVISION illuminated at all times that the room or space is occupied; less 1 footcandle aces failure in Rooms and s l power supply spaces, In the event of p � illumination level shall be not than of the an emergency electrical system shall automatically illuminate - ,�' walking surface. EXISTING FIRE STROBE, CONTRACTOR TO V.I.F. ® FS all of the following areas: 1. Electrical equipment rooms, 2. Fire ISSUE DATE: 03/2012019 The power supply for means of egress illumination shall -- . command centers, 3. Fire pump rooms, 4. Generator rooms, normali provided by the premises' electrical supply. failure in that 5. Public restrooms with an area greater than 300 square feet. REV: DATE: OCCUPANCY PLAN KEY (PER IBC TABLE 1004.1.2) In the event of power, supply rooms and spaces require two or more means of egress, an emergency electrical The emergency power system shall provide power fora 11 system shall automatically illuminate all of the following areas: duration of not less than 90 minutes and shall consist of t equipment on-sitepo generator. storage baton L AD FOR A, CYCLE # 1 CORRECTIONS 05/24/2019 i ASSEMBLY WITHOUT FIXED KITCHEN 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. le el g n ASSEMBLYOCCUPANSPACE Illumination level under emergency power, the lightingt is SHALL BE POSTED In the event of power supply failure in buildings that require _ facilities shall be arranged to provide initial illumination that is SHALL BE POSTED two or more means of egress, an emergency electrical system ' --.--- "�, not less than average of 1 footcandle and a minimum at NEAR EACH EXIT SEATS, TABLES &CHAIRS. 200 GROSS PER OCCUPANT shall automatically illuminate all of the following areas: 1. 1 f -` any point of 0.1 footcandle measured along the path of egress DOOR PER IBC iCY4.3 15 NET PER OCCUPANT Interior exit access stairways and ramps. 2. Interior and �'--,.�atflluminaoor el. .-_. "MAXOCCUPANCY:65" 12 exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, S. Exterior landings and areas Illumination levels shall be permitted to decline to 0.6 ASSEMBLY WITHOUT FIXED ACCESSORY STORAGE used for ' dischar footcandle average and a minimum at any point of 0:06 footcandle at the end of the emergency lighting time duration. 0 SEATS. CHAIRS ONLY. 300 GROSS PER OCCUPANT OCCUPANCY & EGRESS 7 NET PER OCCUPANT OCCU PA D EGRESS PLAN A maximum -to -minimum illumination uniformity ratio of 40 to 1 be PLAN 1 SCALE:1/4"=1'-0" shall not exceeded. *ROJE CT RTC �/ �ASSEMBLY / WITHOUT FIXED SEATING. STANDING ONLY. RECEIVED CITY OPTUKWILA A1.0 5 NET PER OCCUPANT MAY 2 9 2019 PERMIT CENTER m SCALE: IX'=V-0" KITCHEN 918SF MARKET 100 830 SF WALK-IN WALK-IN'S BY OTHER. REFRIGERATOR 108 84 SF WALK-IN FREEZER 109 54 SF MARKET STALLS ADA RESTROOM 63 SF JANITOR/ UTILITY 103 SET (N) FRAMING AGAINST 56 SF (E) CONCRETE COLUMN OFFICE 144 P, 82 SF �o 38. R. 4' 105 38*R.0 131 SF ADA RESTROOM 106 53 SF 11 ROJECT NORTH FRAMING NOTES I . DIMENSIONS TO FACE OF FRAMING. VJJ` 2, DIMENSIONS TO DEMISING WALLS ARE TO EXISTING FINISH FACE 3. SEE SHEET A8.0 FOR DOOR TYPES Ai 5. PROVIDE BLOCKING AT WALL MOUNTED ELEMENTS AS REQUIRED PER MANUFACTURER. KEY - PARTITON WALLS NEW WALL NEW PARTIAL HEIGHT WALL EXISTING WALL TO REMAIN AREA OF NO WORK ti O C) ED s 0 LLj F— F— LJJ 2 FOR BUILDING DEPT. USE ONLY WED' -OR ,OMPVIANCE APPROVED MAY 312019 City City of Tukwila DIVISION ISSUE DATE: 03/2012019 REV: DATE: ACYCLE # 1 CORRECTIONS 05/2412019 RECEIVED CITY OF TUKWILA FRAMING PLAN MAY 2 9 2019 PERMIT CENTER I A2.1 TENANT SPACE (VACANT) G L�_ _ _ _ - _ _ _COOKLINE _ _ _ O� - -TCLASS 140067 DISH PIT - -- O O M T-D 1/2" ' WORKTABLE 5' x 2'-6" i ii ir, 1 3 KITCHEN HAND SINK : 102 z 4 918 IF - 5-2112' - P-11112" 3 3:p. POTS & PANS 6 STORAGE V r J J PREP SIN DRYSTORAGE LOCKERS j O HOT CASE ppg O10?q HAND SINK PREP SINK vi 5 1 HAND SINK MARKET STALLS 101 �F 7,OyC SALOON OOO� LOUNGE PLAY AREA gip" MARKET tOD . k;. 8305E CONDIMENT COUNTER 1 I SCALE.1W=V.0" FREEZER 109 54 SF NEW CONSTRUCTION NOTES ------ 1. NEW CONSTRUCTION TO INCLUDE WALLS,CEILING,DOORS, LIGHTING, CASEWORK, FLOORING & OTHER FINISHES THROUGHOUT THE TENANT SUITE AS NOTED ON PLAN. 2. GYPSUM BOARD PARTITIONS SHALL BE OF LEVEL 4 FINISH, TYP UON. ALL JOINTS& INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND &TWO SEPARATE COATS OF JOINT COMPOUND APPLIED OVER ALL FLAT JOINTS& ONE SEPARATE COAT OF JOINT COMPOUND APPLIED OVER INTERIOR ANGLES. FASTENER HEADS & ACCESSORIES SHALL BE COVERED WITH THREE SEPARATE COATS OF JOINT COMPOUND. ALL JOINT COMPOUNDS SHALL BE SMOOTH& FREE OF TOOL MARKS & RIDGES. PREPARE ALL GYPSUM BOARD SURFACES WITHACOAT OFDRYWALL PRIMER PRIOR TOTHE APPLICATION OF FINAL FINISHES. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING A L L E T SURFACES WHERE REQUIRED. ALL ADJACENT OR ADJOINING SURFACES SHALL BE ALIGNED. �"------------ 3. PATCHIREPAIR, PRIME & PAINT ALL EXISTING GWS WALLS TO REMAIN MALLET ARCHITECTURE + DESIGN 2700 4TH AVE S, SUITE C SEATTLE WA 98134 4. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM P:206.767.1&75 F:206.763.6977 - BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CUR" SHALL BE MAINTAINED - & SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, UON & SHALL NOT VARY MORE THAN t 118" I WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. 9073 REGISTERED - 5. PARTITIONS THAT ARE NOT DIMENSIONED ARE TOBELOCATED FLUSH &SQUARE WITH THE EXISTING AR IT CT PARTITION OR CENTERLINE OF WINDOW MULLION AS SHOWN. TENANTSPACE *Separate Mechanical Permit shall 6. WALLS THATAPPEAR TO ALIGN DO ALIGN. WALLS THAT APPEAR CENTERED ON COLUMNS OR MULLIONS JASON M LAND (VACANT] be required for: Coolers, freezers, y\ ARE CENTERED ON COLUMNS OR MULLIONS. STATE OFWASHINGTON walk-in Coolers and freezers, i.e. v ,j 7. "ALIGN"MEANS TO ACCURATELY LOCATE THE FINISHED FACES INTHE SAME PLANE assembled and hardwired. *Self-contained i Plugin" Coolers \ 8. DIMENSIONS MARKED i MEAN ATOLERANCE NOT GREATER NOR SMALLER THAN 2INCHES FROM INDICATED DIMENSION, U.N.O. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WTH THE ARCHITECT. M or freezers (appliance type) shall r' SECURE ARCHITECT'S APPROVAL �■/�■ 9g;1p not require a mechanical permit. 9. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS I N THE LOCATION(S) OF NEW W CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. ALLOW TIME IN THE z SCHEDULE FOR VERIFICATION OF THE LAYOUT BY THEARCHITECT PRIOR TO PARTITION INSTALLATION. � v I w 10. REVIEW LAYOUT OF ALL PARTITIONS WITHARCHITECT PRIOR TOFRAMING. it. ALL WORK SHALL BE ERECTED & INSTALLED PLUMB, LEVEL, SQUARE & TRUE \\�� 12. DIMENSIONS LOCATING DOORS ARE TO FINISHED OPENING LION. W � - 11 ALL DOORS SHALL HAVE I6"CLEAR ONSTRIKElPULLSIDE OFDOOR. VERIFY &ADVISE ARCHITECT OF }s i�OL R,GERATDR IRIF O... i a 6 ADA RESTROOM 707 63 IF SALOON DOORS EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. 14. PROVIDE FLOOR PREPARATION (GRINDING, FILLING WOR LEVELING) TO MEET THE TOLERANCES FOR THE �co �s PROPER INSTALLATION OF THE MATERIALS INDICATED. MODIFY EXISTING SUBSTRATE AS REQUIRED TO �o 0 rn RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 15. ALL EXISTING & NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED & SEALED IN O i ACCORDANCELMTH THE APPLICABLE BUILDING & FIRE CODES. wm i '• 16. UNDERCUT DOORS TO CLEAR THE TOP OF FINISHED FLOOR, AS APPLICABLE, BY 11C INCH MAXIMUM, z UNLESS OTHERWISE NOTED. VERIFY FLOOR CONDITIONS. ¢ I - OFFICE w zi j 104 82SF J 17. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS SHALL NOT BE VISIBLE CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. w z 18. ALL CASEWORK CONSTRUCTION TO MEET AW CUSTOM GRADE STANDARDS. ALL WOOD TO RECEIVE Uj DESK TRANSPARENT FINISH. FINISH IN ACCORDANCE w1AW STANDARDS, SECTION 1500, SYSTEM w p O PRECATALYZED LACQUER, TRANSPARENT OR BETTER. DO NOT USE MDF IN WET OR DAMP LOCATIONS. w HALL SUBMIT COMPLETE SHOP DRAWINGS FOR REVIEW & APPROVAL PRIOR TO FABRICATION. o 105 19. ALL MILLWDRKTO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL 131 IF MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HIT. AT ALL FIRE RATED WALLS. 3 20. ALL CONCEALED LUMBER& BLOCKING TO BE FIRE TREATED AT ALL FIRE RATED WALLS. 0 21. PROVIDE BACKING AT WALLS FOR WALL MOUNTED FURNITURE &EQUIPMENT (F010), FOR WHITEBOARDS, AN EQUIPMENT, ART LOCATIONS & CASEWORK 22. PROVIDE FIRE EXTINGUISHERS PER FLOOR PLAN. WRAP GWB BEHIND FIRE EXTINGUISHER CABINETS & m 5 ADA ELECTRICAL PANELS TO MAINTAIN FIRE RATING &ACOUSTICAL PROPERTY OF WALLS. y ~' RESTROOM * t0B ' 23. VERIFY LOCATION OF ALL DEVICES (OUTLETS, SNITCHES, HORNS, STROBES, THERMOSTATS, ETC.) PRIOR o o m w 53 IF ' TO CONNECTION AT ROUGH -IN. NO DEVICE SHALL BE LOCATED IN WALLS OR CEILINGS TO RECEIVE WHITEBOARD WALLCOVERINGS OR OTHER SPECIALTY PAINTS &I OR FINISHES. 0- o �-xo z c, DEMO CONSTRUCTION NOTES: Z 2i t. U.O.N.. ALL DEBRIS RESULTING FROM DEMOLITION WORK SHALL BECOME THE PROPERTY OFTHE CONTRACTOR & SHALL BE REMOVED & DISPOSED OF IN A LEGAL MANNER OFF OF THE PROJECT ov o p r PARTIAL PROPERTY. O �¢ HEIGHT WALL 2. SEE MEP w " - (UNDER SEPARATE PERMIT) & COMMUNICATION (UNDER SEPARATE PERMIT) DOCUMENTS FOR zo m O O m DEMOLITION RELATED TO THOSE TRADES. R o 3. EXISTING WINDOWS & DOORS TO REMAIN ARE NOTED IN PLAN. PROTECT EXISTING WINDOWS & DOORS DURING CONSTRUCTION. CLEAN VANDOWS PRIOR TO OCCUPANCY. W z 4 - L DEMO SCOPE OF EXISTING SPACEIINFRASTRUCTURE TO BE ASSESSED DURING INITIAL CONSTRUCTION WALK-THROUGH, ~17. z w - 5. ACCOUNT FOR MISCELLANEOUS PATCH AND REPAIR OF EXISTING WALLS AND CEILING. .� g K & ALL EXISTING STRUCTURAL ELEMENTS TO REMAIN. DO NOT REMOVE ANY BEARING WALLS, COLUMNS OR OTHER STRUCTURAL MEMBERS NOT DESIGNATED IN STRUCTURAL DOCUMENTS. NOTIFY U I - : ARCHITECT IMMEDIATELY IF AREAS OF DEMO UNCOVER ANY EXISTING STRUCTURAL COMPONENTS 0 gN¢A - NOT PREVIOUSLY IDENTIFIED. o 7. PRIOR TO REMOVAL OF ANY STRUCTURAL COMPONENTS, THE CONTRACTOR SHALL PROVIDE SHORING AS REQUIRED TO TEMPORARILY SUPPORTALL LOADS UNTIL NEW FRAMING IS INSTALLED � o � o AS DOCUMENTED AND SPECIFIED. IFTHE CONTRACTOR FINDS THE EXISTING CONDITIONS TO BE OTHER THAN DOCUMENTED OR IN CONFLICT WITH THE DRAWNGS, NOTIFY THE ARCHITECT FOR BUILDING DEPT. USE ONLY IMMEDIATELY FOR RESOLUTION. PROCEEDING WITHOUT NOTIFICATION INDICATES FULL ACCEPTANCE OF CONDITIONS AND RESPONSIBILITY IF WORK IS NOT IN CONFORMANCE WITH _ ,.!� .'vAd`E17 t-OR • CONTRACT DOCUMENTS. - ` `' B. CONTRACTOR SHALL PERFORM CONCRETE IMAGING TO LOCATE EXISTING REINFORCING PRIOR TO ..JMPLIANCE .-' I l l CORING: COORDINATE LOCATIONS Wf ARCH, STRUCTURAL, & MEP CONSULTANT PRIOR TO ANY CORINGWORK APPROVED ACCESSIBILITY MAY 312019 ',-,....., City Of Tukwila ACCESSIBLE SEATINGCALG BUILDING DIVISION - ACCESSIBLE SEATING REQUIRED: 5%OF 35 SEATS = 1.75 SEATS ACCESSIBLE SEATING PROVIDED: 2 SEATS ALL DINING SURFACES TO COMPLY WITH ANSI SECTION 902.3. ISSUE DATE: 03/20/2019 \�- INDICATES ACCESSIBLE SEATING LOCATION REV: DATE• Q CYCLE# 1 CORRECTIONS 052412019 KEY - PARTITON WALLS ® NEWWALL FE FIRE EXTINGUISHERS I 91i iW (1) IN ASSEMBLY AREA FLOOR PLAN EXISTING WALL TO REMAIN (1)INKITCHEN RECEIVED ROJECT DZ+ NORTH CITY OF TUKWILA A2.2 AREA OF NO WORK MAY 2 9 2019 ►.1Wv1.z*1775ST49yII1rd 9 RM 107 - ADA REST ROOM - EAST 112"=1'-0" DROPPED CEILNG 9,-0„ T.O. SLAB 0'-0" 5 RM 106 - ADA REST ROOM - EAST 112"=1'-0" DROPPED CEILNG - 9'-0" T.O. SLAB -_ 6Q-TI TL-05 2 RM 106 - ADA REST ROOM - NORTH lit"=T-0" PT-0, I — I j i i U8 RM 107 - ADA REST ROOM - NORTH 1/2"=1,-O" 4 i 4 RM 106 - ADA REST ROOM - SOUTH 117=1'-0" TA-03 TA-04 7 RM 107 - ADA REST ROOM - WEST 6 RM 107 - ADA REST ROOM - SOUTH TA-03 TA-04 ------------- /— KNEE CLEARANCE TO COMPLY W/- . AN5111 SECTION 306, SINK HT, TO COMPLY W! 606, TYP. 3 RM 106 - ADA REST ROOM - WEST ENLARGED j ' JANITOR , T f 5N,1 L a- 8 "l_y'ltilLL601 ACC. ACCESSIBLE A.H.D. AUTOMATIC HAND DRYER C.D.U. COMBINATION DISPENSER UNIT C.H. COATHOOK C.T. CERAMIC TILE D.D. DIAPER DISPENSER D.R. DIAPER RECEPTACLE F.D. FLOOR DRAIN F.S. FIXED SHELF F.U.S. FOLDING UTILITY SHELF G.B. GRAB BAR LAV. LAVATORY P.T.D. PAPER TOWER DISPENSER PTN. PARTITION R.H. ROBEHOOK S.C.D. SEAT COVER DISPENSER S.D. SOAP DISPENSER S.N.D. SANITARY NAPKIN DISPOSAL S.N.V. SANITARY NAPKIN VENDOR T.B. TOWEL BAR T.P.D. TOILET PAPER DISPENSER W.R. WASTE RECEPTACLE PTDMR PAPER TOWELDISP./WASTE REC. GENERAL NOTES -RESTROOMS ---- 1. MINIMUM EFFORT TO OPERATE PASSAGE DOORS SHALL NOT EXCEED 5 POUNDS WITH SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS PER 1133.B.2.5 in 2. 5'-0" TURN RADIUS AND ALL CLEAR FLOOR AREAS SHALL BE MEASURED FROM FLOOR TO 9" 3. REFER TO PLUMBING FIXTURE SCHEDULE FOR SPECIFICATIONS OF ALL PLUMBING FIXTURES g g �q (LAVATORIES, WATER CLOSETS, URINALS, SHOWERS, 56+.9®+ iN DRAINS) 4. REFER TO SIGNAGE SCHEDULE, ACCESSORIES SCHEDULE MALLET ARCHITECTURE + DESIGN FOR ADDITIONAL SCOPE 2700 4TH AVE S, SUITE C SEATTLE WA 98134 P:206.767.1875 F: 206.763.6977 5. REFER TO PLUMBING DRAWNGS FOR FIXTURE SCHEDULE. 9073 REGISTERED 6. KNEE CLEARANCE TO COMPLY W/ ANSI 117.1 SECTION 306, SINK HT. TO COMPLY W/ 606 7. REFERENCE SHEET A0.3ADA COMPLIANCE AR ITFCT STATE OF WASHINGTON SIGNAGE SCHEDULE S-, PROVIDE NEW MEN'S SIGN ON OUTSIDE OF ENTRY DOOR (EQUILATERAL TRIANGLE 114" THICK WITH EDGES tY' -- LONG ANDA VORTEXPOINTING UPWARD.) 1— S-2 PROVIDE NEW WOMEN'S SIGN ON OUTSIDE OF ENTRY W DOOR (CIRCLE,1/4"THICK, IT IN DIAMETER) r 'muVJ ' S-3 PROVIEACH FACILITY ENTRY DOOR (8 LOCATIONS TOTAL), EW BRAILLE SIGNAGE ADJACENT TO LATCH T ,, PER CH F IBC 1117.5.1-OR VERIFY COMPLIANCE OF EXISTING SIGNAGE w o _ �i - - 46x36� f )r4.� -- - i ' - I SINK CLEAR I CLEAR _ i / I I 1 -- 48x30" f �" d8'3x Oti„� - -� -_t HANDIDRYER CLEAR f HAND DRYER.CLEAR ��4'2SIDE I f 41912 SIDE APPROICH 1 1 i L---.I -I- APPRO LEAR J Q�EAR50CAM EF ADA ( I f �kS7R.4.QM_ 91 _ _ _ f 5 I RE�ZRQOM_ - - - It 7 ELF - f I,`1 107 r CHANGING f 1 106 II I I// 60SF 11 A2.6 6 TABLE 12 A2,6 4 1 56SF f11 �� 3 LS6x60"I� FL 0 SPAOE f �Ax64 WC EAR _4 / WC CLEARI- 112"=1'-O" PLUMBING SCHEDULE ITEM LOCATION DESCRIPTION PL-01 RMADA RESTROOM ADA COMPLIANT WALL MOUNTED TOILET 11106 RM 07 ADA RESTROOM PL-02 RM 106 ADA RESTROOM COMMERCIAL WALL MOUNT SINK 1 RM 07 ADA RESTROOM PL-03 RM 106 ADA RESTROOM COMMERCIAL LAV DRAIN RM107ADARESTROOM PL-04 RM 106 ADA RESTROOM DECK MOUNTED FAUCET WITH INFARED RM 107 ADA RESTROOM SENSOR, HARD WIRED PL-05 RM 106 ADA RESTROOM P-TRAP RM 107 ADA RESTROOM PL-06 RM 103 JANITOR/ UTILITY MOP SINK PL-07 RM103JANITOR /UTILITY SERVICE SINK FAUCET PLUMBING ACCESSORIES SCHEDULE PROJECT TA-0i RM 106 ADA RESTROOM ADA GRAB BAR NORTH RM107ADARES1R00M TA-02 RM 106 ADA RESTROOM ADA GRAB BAR RM 107 ADA RESTROOM TA-03 RM 106 ADA RESTROOM RM 107ADA RESTROOM ADA GRAB BAR TA-04 RM 106 ADA RESTROOM TOILET PAPER DISPENSER RM 107ADA RESTROOM TA-05 RM 106 ADA RESTROOM RECESSED TOILET SEAT COVER RM 107 ADA RESTROOM TA-06 RM 106 ADA RESTROOM NAPKIN DISPOSAL RM 707 ADA RESTROOM TA-07 RM 106 ADA RESTROOM SOAP DISPENSER RM I 07ADARESTROOM BABY CHANGING STATION (RECESSED TA-0B RM 107 ADA RESTROOM MOUNTED) TA-09 RM 106 ADA RESTROOM AUTOMATIC HAND DRYER (OPTIONAL) RM 107 ADA RESTROOM TA-10 RM 106 ADA RESTROOM MIRROR RM 107 ADA RESTROOM TA 11 RM 106 ADA RESTROOM PAPER TOWEL DISPENSER RM 101 ADA RESTROOM TA-12 RM 106 ADA RESTROOM ADA BRAILLETACTILE GENDER -NEUTRAL RM 107 ADA RESTROOM HANDICAP -ACCESSIBLE RESTROOM SIGN - ADA GRAB BARS; PROVIDE BLOCKING AS REQUIRED, TYP 60" DIAMETER ADA GRAB BARS; MANEUVERING PROVIDE BLOCKING CLEARANCE AS REQUIRED, TYP MANF. MODEL FINISH AF WALL MILLENIUM FLOWISE 1.28 AMERICAN STANDARD GPF FLUSHOMETER TOILET SYSTEM WHITE MODEL#2859.128 WS RATH COLLECTIONS UNUMITED46 CERAMIC WHITE JONES STEPHENS CORPORATION D70.100 POLISHED CHROME PLATED BRASS GROHE EUROECO COSMOPOLITAN E CHROME WS BATH COLLECTIONS LINEA53922 CHROME MUSTEE MOP SERVICE BASIN - MODEL 63M WHITE MOEN COMMERCIAL TWO HANDLE SERVICE SINK FAUCET CHROME MODEL # 8230 BOBRICK B-5806X42 STAINLESS STEEL BOBRICK B-5806X36 STAINLESS STEEL BOBRICK B-5806X18 STAINLESS STEEL BOBRICK B-2888 STAINLESS STEEL BOBRICK B-301 STAINLESS STEEL BOBRICK B-270 STAINLESS STEEL KOALA KARE PRODUCTS DYSON ELEGANT LIGHTING BOBRICK J.J. KELLER & ASSOCIATES, INC. KB110SSRE HUO2 SPRAYED NICKEL - 307172-01 MR-4020 METROPOLITAN RECTANGULAR BEVELED FRAMELESS MIRROR B-35903 51241 STAINLESS STEEL NICKEL CLEAR STAINLESS STEEL BLACK/WHITE QTY. 2 4 a m r� �m z Z �cj 0 �- PROJECT f NORTH a Q e - _� 0 0` Q o z _ acoi�iu �n o. I i COMMENTS ADD: BEMIS COMMERCIAL ELONGATED OPEN FRONT TOILET SEAT, BLACK W r MODEL # 1955GT 047 LUJ ME 2 Y O � tj `z o�m o FOR BUILDING DEPT. USE ONLY COMPLIANCE APPROVED MAY 91 2019 City of Tukwila BUILDING DIVISION CITY OF TUKWILA PERMIT CENTER ISSUE DATE: 03/20/2019 REV: DATE: Q CYCLE#1CORREC11ONS 05/24/2019 OF01: FREESTANDING SOAP DISPENSER CLIENT PREFERENCE 38"TALLx2TWIDE PLAN _ A2.6 LIGHTING FIXTURE LEGEND AND SCHEDULE TAG SYMBOL SPECIFIED BY DESCRIPTION LT-01 MALLET AREAPENDANT LT-02 y 4 MALLET TRACK LIGHTING t+* p MALLET CAN LIGHT LT-04 ff MALLET WALLSCONCE LT-05 ZtL MALLET DECORATIVE PENDANT LT-06 MALLET ZX4 LED TROFFER CF-01 N 21 MALLET CEILING FAN 80 CFM EXIT MALLET EGRESS EXITS EXIT � MALLET EGRESS LIGHTING I 11 GENERAL RCP NOTES: LOCATION QTY MANUFACTURER MODEL DIMMING BASE LAMPTYPE TEMP CRI FINISH MOUNTING HEIGHT NOTES 1. ALL WORK SHALL COMPLY NTH APPLICABLE NATIONAL AND LOCAL CODES 2. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF CONFLICTS GOLDANDANTIQUE ROOM 100 MARKET 12 CRATE AND BARREL RODAN HAMMERED METAL PENDANT LIGHT YES MEDIUM LED 2700K 90+ PEWTER FINISHES VA.RR OCCUR BETWEEN LIGHTING AND ANY OTHER TRADE OR WITH SITE CONDITIONS 3. ALL INCANDESCENT & LED FIXTURES SHALL HAVE DIMMING CONTROLS. ALL FRONT OF HOUSE FIXTURES TO BE ON DIMMED SWITCHES. CONFIRM COMPATIBILITY NTH SPECIFIED FIXTURES. ALL LED FIXTURES TO HAVE APPROPRIATE DIMMING CONTROLS. ROOM 101MARKET STALLS / ROOM 105HALL 18 JUNO TRACdNESIOWLED CYLINDER R605LSERIES YES MEDIUM LED 2700K 90t BLACK 9'AF.F. ROOM 104 OFFICE / ROOM 106 & 107 ADA 4 JUNO 4" IC 900 LUMEN LED DOWNLIGHT NEW CONSTRUCTION NO MEDIUM LED 2700K 9a' 14 W H WHITE BAFFLE, FLUSH AT CEILING RESTROOMS ICILED IN 09LM) RECESSED HOUSING OPEN TRIMS WHITE TRIM RING 4. AMINIMUM OF 75% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES MALLET FOSTER 3.114"SCONCE ABOVE RESTROOM MIRRORS, ROOM5106&107 ADA RESTRODMS 2 REJUVENATION LIGHTING MODEL #: A0906 NO MEDIUM LED 2790K 90+ OIL -RUBBED BRONZE SEE ELEVATIONS ON SHEET A2.6 SHALL BE HIGH -EFFICACY LAMPS PER SEC R404.1 S. PROVIDE A PROGRAMMABLE THERMOSTAT FOR THE PRIMARY SPACE CONDITIONING MALLET ARCHITECTURE + DESIGN ROOM 100 MARKET (LOUNGE) 1 YES MEDIUM LED 2700K 90+ PER INT. ELEV SYSTEM PER SEC R403.1.1 2700 4TH AVE S, SUITE C SEATTLE WA 98134 P:206.767.1875 F: 206.763.6977 ROOM 102 KITCHEN / ROOM 103 N COLUMBIA LIGHTING LJT24 YES LED TROFFER LED 3000K 90+ WriITEALUMINUM 9'A.f.F. CHAIN MOUM,ORDER 48"CABLE MOUNT MT. 6. SWITCHING LOCATIONS TO BE DETERMINED WITH CLIENT & ARCH WALKTHROUGH JANITORIUTILTTY T ELECTRICAL PROVIDED UNDER SEPARATE PERMIT BY ELECTRICAL CONSULTANT. LIGHTING SHOWN HERE FOR LOCATION AND DESIGN INTENT ONLY. 9073 }� REGISTERED 1 AR IT CT PER PLANS 2 PANASONIC FV-08V45 - - - 90t - FLUSH AT CEILING 8. ALL GWB SOFFITS TO BE PAINTED PER FINISH SCHED. � 1 PER CODE REQUIREMENTS - CONTRACTOR TO PER PLANS 5 COMPASS CEGB - - LED - - BLACK PER ELEV VERIFY 9. DIMENSIONS OF LIGHT FIXTURE LOCATIONS ARE TO CENTER OF FIXTURE TYP. JASON M LAND STATE OFWASHINGTON PER CODE REQUIREMENTS - CONTRACTOR TO PER PLANS 5 COMPASS CU2B - - LED - - BLACK PER ELEV VERIFY 10. HEIGHTS NOTED ARE ABOVE FINISHED FLOOR, U.O.N. 11. REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGTHS OF WALL SCONCES. I c € 12. LIGHT FIXTURES AND SPRINKLER HEADS TO BE CENTERED ON CEILING TILE, U.O.N. .n 4;W 7, 5„ 13. WAC: PAINT THE INSIDE OF ALL DUCTWORK MERE VISIBLE BEHIND LOUVERS, rr�� w GRILLES & DIFFUSERS FOR AMINIMUM OF IB'OR BEYOND SIGHT LINE WHICHEVER VJ IS GREATER,PRIMER & ONE COAT OF MATTE LA N-REFLECTI PAINT w/ BLACK NG) (E) GREASE HOOD SHAFT 14. REFER TO DESIGN BUILD MECHANICAL DRAWINGS FOR DUCT ROUTING, AND w DIFFUSER AND RETURN AIR GRILL LOCATIONS (PER CURRENT CODE). UNDER DEFERRED SUBMITTAL a LT-06 ', Im w 15. REFER TO DESIGN I BUILD FIRE PROTECTION DRAWINGS FOR SPRINKLER HEAD AND _ HORN / STROBE LOCATIONS (PER CURRENT CODE). UNDER DEFERRED SUBMITTAL UJI g 16. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SPECIFICATIONS, SWITCHING, EXIT SIGNS & EMERGENCY PATHWAY LIGHTING. UNDER DEFERRED SUBMITTAL T2=6' l / ( j 17. PROVIDE EMERGENCY EGRESS LIGHTING AS REQUIRED BY CODE. INTEGRATEw/ I \ i LT-06 ii i/i y,� GENERAL LIGHTING SYSTEM. at LT-06A LT-06 ��iii�iiii 18. PROVIDE EXTTSIGNS PER CODE ASLOCATED ONPLAN. m 19. PROVIDE LIGHTING CONTROL& OCCUPANCY SENSORS TO MEET CURRENT CODES. KITCHEN m j G�(,i _ g It- 20. SWITCHES TO BE GANGED. w \ 918SF I / I I LT-06 21. PROVIDE WALL SWITCHES AT UNDERCASINET LIGHTING LOCATIONS. \ I f 1 1i \ �\ 22. VERIFY LOCATIONS OF ACCESS PANELS WITH ABOVE CEILING DEVICES & CONTROLS LT-B@ LT-06\ \ ( j ii/��. PAINT TO MATCH ADJACENT SURFACE �- \\ 1 /j JU 111T.fF`l� B.O. CEI� �i i�iii�/i 23. CONFIRM SWITCH COVER COLOR N CLIENT &ARCHITECT PRIOR TO PURCHASE & INSTALLATION. \� 8.0.STRUCTURE V CT-06 / 43 j �LT3 OFFICE A f r - I / 24. PROVIDE BLACK FIRE STROBES PER CODE - € 82 SF 23. ALL TENANT -INSTALLED EXTERIOR LIGHTINGTO BE ON 24 HOUR CLOCK, PER - LANDLORD'S TENANT DESIGN CRITERIA. L LT-02 � A Alf / LT 2 KFTS ii / 5 � � � i, t405 s i LT-02 1 _ /ii \\\ 'v ADA BC. CEILING =, i-- — -- -.---- — \ 1 " STALLS EQ FIX>UR f�N �;iii RESTROOM 'rLT-(W j LT-03 / LT -..- � ._. �� 364Sf f0 EE�FRF7/iiii/iij/j/605F ,. i DA RESTROOM �� I O,V�/iiiiii i 106 V LT-02 8 I 1 LT-02 4;p. ET3ig(( .///i//j/ 56SF / /XT{/RFO _ N KfTSTA LT-01 LTA2 LT" ' LT-02 .--.. EQ MAR LT 2 O'VTERpt/ �80 SF I _ / 1 ✓ I� LT-01 LT-0t i LT-01 r-s•€ LT-0 LT-01 x.� , 10 _ 8' �LT-01 \ 1 C � o € 8=0„ . LT-01 € i 8tp, D REFLECTED CEILING PLAN-�_ PROJECT Z NORTH SCALE:114"=1'-0" PLAN KEY NEW DROPPED CEILING 6 E2 m 9 W ~ Z` Cr s• � o AWN Q o - m22 t.'dw¢° s 0w 10 cc z O W I- z z W `= m n,/ ds A zwm 5Q O� H N H o FOR BUILDING DEPT. USE ONLY JMPLIANCE ';'PPROVED MAY 312019 City of Tukwila BUILDING DIVISION ISSUE DATE: 03/20/2019 REV: DATE: RECEIVED CITY OF TUKWILA aT I.II� . CENTER A3.0 AlPERMIT E TO 1(3) #6 METAL STUD PER PLAN & SOFFIT DETAILS 4"Xl6GAMIN.TRACK + AS BLOCKING + CLIP ANGLE: 1 1/2" X 1 1/2" MIN. X 4" X 20 GA. W/ (3)#8 SCREWS EA. LEG SEE LINTEL DETAIL FOR ADDITIONAL INFO. TYP. I STUDS A A --� 716GATRACKWINESTEDF'X 16 GA (U.O.N.) STUD EA. SIDE STITCH W48 @12 O/C SECTION ELEVATION A B 3'X5' X 16GA PLATE EA SIDE W#6 SCREWS FLOORIROOF DECK #12 SCREW @ STUD W/ (2) A.B. @12" 0/C STAGGERED HIL111/4" DIA. KWIK-HUS-EZ BOLTS W 2112" EMBED #12 SCREW @ STUD METAL STUD PER PLAN & SOFFIT DETAILS SUPPORT BRACING @ PARTIAL HT. PARTITION 4LGMF - CASEWORK BRACING LGMF - TYP. HEADER /yLGMF - TYP. SUSPENSION TOP TRACK 12 N.T.S. 11 '-0" Do 1-1/2�1'A" 1.112 P-0" 16 GA TRACK W/ DOUBLE STUDS SEE TYP. SILL DETAIL DBL. STUDS DOUBLE STUDS #8 SCREWS 3/4" EA. STUD l BOXED & WELDED FOR ADDITIONAL INFO. BOXED & WELDED '. I i � ANCHOR PINS: (BOXED) i A A TYP. STUD PROVIDE EA. SIDE OF EA. (2) HILT] DN 32 P8 AV1,1"I 1 12 A PER PLAN STUD@HUNG CASEWORK POWDER DRIVEN TYP. STUD _e° 11161 @ 12 FASTENERS W/1-1/8" PER PLAN +J11 + + + + + +EMBED. (.145" DIA.) @37 + + + + #8 EACH FLANGE O.C. #8 EACH TYP. STUDS FLANGE 2 + + + + + + + CUP ANGLE: 21�' lift X i 17#8 SCREWS EA. LEG 37(S" X 16GA PLATE EA WI (2) #8 SCREWB EA. LEG SIDE WI #8 SCREWS ANCHOR PINS: (2) HILTI 32 P8 POWDER 2" 2" DRIVEN FASTENERS W/1-118" 2„ 2" MAX. SECTION ELEVATION SECTION ELEVATION MAX. @3TOIC MAX,13/4" MAX' OPENINGS TLGMF A B A B TYP - TYP. BOTTOM TRACK TYP TYP. LGMF - TYP. BOTTOM TRACK @ OPENINGS 6LGMF - TYP. SILL F LGMF - DOUBLE SILL 9 9 - AZU / UNDERSIDE )y/ OF DECK CEILING LIB O / N O U A70 SINGLE A70 DOUBLE/ A70 FURRING FINISH FLOOR i CONT. STRAPS: 2" X 20 GA. @ 7-0- O/C A7.0 A7.0 PERT. MAX SCREW TO STD W^("1) #8 AZ U A7.0 _A0 A7.0 / './ j i% ,0i / / \ GA BACKING PLATE A7.06-0RDST MAX MAX \�DUCT B MAX All LGMF - GENERAL WALL INFO LGMF - TYP. ELEV. 4 IW=PA" 114"=P-0" PARTITION TYPES TYPE - P-1 STC: 42 ACOUSTIC TYPE - P-2 STC: 42 ACOUSTIC TYPE P-3 PARTIAL HEIGHT WALL NEW NON -RATED WALL NEW NONRATED WALL NEW NON -RATED WALL 'SEE 1/A9.OFOR BAR SECTION DETAIL L 47/8" L L 7114" U T FINISHED WOOD TOP 3-5/8" MTL STUD @ IT O.C. (1) LAYER 518" GYPSUM WALL BOARD (GWB) (1) LAYER 51T GYPSUM WALL BOARD (GWB) - (1) LAYER SIT GYPSUM WALL BOARD (GWB) EA SIDE EA. SIDE OR FINISH PER INTERIOR ELEVATIONS EA SIDE SOUND ATTENUATION BLANKET AT RESTROOMS ONLY 3-518" MTL STUD @ IT O.G. TYPE 1X' GWB @ RATED AND ACOUSTIC WALLS TYPE 1X1 GWB @ RATED AND ACOUSTIC WALLS SOUND ATTENUATION BLANKET AT RESTROOMS ONLY T MTL STUD @ 1T O.C. 5IW MTL STUD @ IT O.C. SPLICE TYP. BOTTOM TRACK I + + I + + _.. TYP. STUD NESTED BETWEEN VERTICAL STUDS I APPLIES AT TOP & BOTTOM TRACKS #8 SCREWS @ 3" 0/C EA. SIDE TRACKANCHOR BY OTHER DETAIL LGMF - TYP. TRACK SPLICE L FLOORIROOF DECK #12 SCREW @ STUDWI (2) A.B. @12" O/C STAGGERED HILTI 114" DIA. KWK-HUS-EZ BOLTS W 21/2" EMBED CUT FLANGE& BENT WEB TAB 3 51W X 20GA BRACE @ 8" O/C U.O.N. (3) #SCREWS TO TOP TRACK LGMF - TYP. BRACE I_U GENERAL PARTITION NOTES 1. GWB ON 25 GAUGE Mil STUDS @ IF O.C. TYPICAL LON. INSTALL STEEL FRAMING TO COMPLY W/ASTM C 754 & W/ASTM C 840 REQ'S THAT APPLY TO FRAMING INSTALLATION. 2. ALL GWB IN RATED PARTITIONS TOBE518"TYPE"X". 3. PARTITION TYPES AREASSUMED TO END AT INTERSECTING WALLS WHERE RATED PARTITIONS INTERSECT NON -RATED PARTITIONS. THE RATED PARTITION IS ASSUMED TO CONTINUE UNINTERRUPTED. 3. ALL FIRE RATED AND SMOKE ASSEMBLY PARTITIONS EXTEND TOSTRUCTURE, U.N.O. 4. ALL THROUGH PENENTRATIONS OF FIRE -RATED ASSEMBLIES SHALL BE INSTALLED AS TESTED PER CODE, 5. APPLY OR PATCH FIREPROOFING TO DECK ABOVE (WHERE OCCURS) AFTER INSTALLATION OF TOP TRACK OR MOUNTING PLATES. 6. APPLY ACOUSTIC SEALANT (WHERE OCCURS) TO FIREPROOFING (WHERE OCCURS) OR TO B.O. STRUCTURE 7. FOR PARTITIONS EXTENDING TO CEILING OR ABOVE, PROVIDE BRACING ABOVE CEILING AS REQUIRED TO LIMIT DEFLECTION TO SPECIFIED ALLOWANCES. 8. ALL ACOUSTICAL PARTITIONS NAVE FULL WALL CAVITY R-11 BATT MIN. 9. ACOUSTICAL PARTITIONS TO BE CAULKED& SEALED AIRTIGHT. 10. INSTALL (DENSSHEILD OR EQ) TILE BACKER BOARD AT ALL INTERIOR TILE FINISHES TYPICAL, SEE INTERIOR ELEVATIONS FOR LOCATIONS. 11. PROVIDE S/8"WATER RESISTANT DRYWALL ATANY WET WALLS. 12 WHEN METAL FRAMING CONTINUES PAST INTERMEDIATE STRUCTURES- AS IN MULTISTORY STAIR ENCLOSURES AND SIMILAR CONDITIONS -ATTACHMENT TO INTERMEDIATE STRUCTURE SHALL BE WITH A SLOTTED CONNECTION OR OTHER MEANS SO THAT STRUCTURAL DEFLECTION WiLL NOT TRANSFER LOADS TO METAL FRAMING. 13. CUT STUDS 10SHORT TOALLOW 1/2"DEFLECTION& PROVIDE NESTED TRACK OR SLOTTED TRACK TO ALLOW 112' DEFLECTION 14. HOLD FINISH MATERIALS 112" SHORT OF STRUCTURE ABOVE. DO NOT FASTEN TO TOP TRACK. FASTEN INTO STUDS ONLY. 15. ALL EXISTING SHELL AND CORE WALLS IN TENANT SPACE TO BE FINISHED PER FINISH SCHEDULE MTL STUD SIZE 0 HATCHANNEL 4 4" 1 15B" 6 6" 2 2112" 8 8" 3 3 518" ACOUSTICAL PARTITION NOTES 1. ALL GWB IN ACOUSTIC WALLS TO BE TYPE'X' 2. ALL ACOUSTICAL PARTITIONS HAVE FULL WALL CAVITY R-11 BATT MIN. 3. STAGGER JOINTS ON ALL MULTIPLE LAYERS OF GYPSUM BOARD. 4. ON WALLS TALLER THAN 10'-0" APPLY ONE LAYER HORIZONTALLY AND THE OTHER VERTICALLY. CONTRACTOR TO DETERMINE THE ORDER OFVERTICAU HORIZONTAL PLACEMENT. 5. CAULK ALONG BOTH SIDES OF THE PERIMETER NTH A NON -HARDENING SILICONE MASTIC. 6. AVOID BACK-TO-BACK OUTLETS. CAULK ALL OPENINGS IN ELECTRICAL BOXES. A MINIMUM OFFSET OF 18" (NTH AT LEAST ONE STUD BETWEEN THE BOXES IS REQUIRED BETWEEN ELECTRICAL BOXES ON OPPOSITE SIDES OF A COMMON PARTITION WALL 7. WMEREADOUBLE ROWOFSTUDS ARE USED MAKE NOCONNECTION BETWEEN THE ROWS. 8. WHERE A SOUND RETARDANT PARTITION ABUTS PERPENDICULARLY TO A CONTINUOUS GYPSUM BOARD PARTITION, INTERRUPT THE GYPSUM BOARD AT THE POINT OF INTERSECTION AND CAULK THE JOINT LIBERALLY. DO NOT CONTINUE THE GYPSUM BOARD BEHIND THE INTERSECTION STUD. 9. ALL OPENINGS AROUND DUCT OR PIPE PENETRATIONS SHALL BE SEALED WITH A NON -HARDENING SILICONE MASTIC RECEIVED CITY OF TUKWILA MAY 2 9 2019 PERMIT CENTER 9073 REGISTERED ARC IT CT JASON M LAND STATE OF WASHINGTON Uj 'A w z U w_ mM O re a Uj {3 m o N w h O w 4�U�NfI) 2 M � 4 Q z 0 4 LLI o W m m }2i le O Y g� L J- Zw�aw�Z� O U O N N N o FOR BUILDING DEPT. USE ONLY COMPLIANCE APPROVED MAY 31 2019 City of Tukwila BUILDING DIVISION ISSUE DATE: 03120/2019 REV: DATE: DOOR SCHEDULE HARDWARE SCHEDULE PLAN LOCATION TYPE DOOR TYPE NOMINAL SIZE MFR. MODEL MATERIAL FINISH RATING NOTES TYPE MFR. MODEL LEVER ROSE FINISH HINGE CLOSER LOCKSET KICK PLATE DOORSTOP NOTES ID Width Height Thickness VERIFY ALL LOCKING WITH CLIENT PRIOR TO ORDERING SCP-3 RM 102 ELLIASON ELIASON STAINLESS COMPOSITE STAINLES VIEW WINDOW ELIASON EASY D102A KITCHEN C DOUBLE T-91 T-9- W-1-3/8" CORP STEEL WOOD CORE S STEEL EACH DOOR PASSAGE ELIASON PER MFR SWING HINGE SWING TRAFFIC STAINLESS STEEL.. EL. DOOR SCP-3 RM 102 ELLIASON ELIASON STAINLESS COMPOSITE STAINLES VIEW WINDOW ELtASON EASY MALLET D102B KITCHEN C DOUBLE 3'-0" T-O" 0'-1-318" CORP STEEL WOOD CORE SSTEEL EACH DOOR PASSAGE ELIASON PER MFR. SWINGHINGE SWING TRAFFIC STAINLESS i�iiiEL. MALLET ARCHITECTURE + DESIGN DOOR 1 700 4TH AVE S, SUITE C SEATTLE WA 98134 BRUSHED MFR: HARNEY HARDWARE MFR:DELTANA MFR: SCHLAGE OR MINIMUM OPENING FORCE ALLOWABLE BY BUILDING OFFICIAL. PER [CC Al 17.1 SECTION P: 206.767.1875 F: 206.763.6977 RM 102 PRIMED MDF MDF SINGLE PLY - PAINTED (DOOR & UNDERCUT KEYED SCHLAGE AL SERIES LEVER CIRCULAR 626 SATIN CHROME4" SPEC: COMMERCIAL DOOR ELECTRIC FOB SPEC: KP1034U 101' x EQ. 404.2.8 DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN POSITION D102C KITCHEN A SWING T-O" 7�-O" W-1-3/4" TRUDOOR SOLID CORE PRIMED WHITE DOOR 3/4" SATURN OMIUM CHROMIUM SQUARE CLOSER, UL FIRE RATED, ANSI 1, LOCK, TBD 34" STAINLESS SPEC: 407-679 OPENING OF 90 1 1 WOOD DOOR FRAME) 1 PLATED HINGE ADA COMPLIANT, SP 1-4 'PLATE STEEL KICK FINISH: SATIN NICKLE DEGREES, THE TIME REQURIED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM, PER ]CC A117.1 SECTION 404.2.7.1 9073 REGISTERED AR IT CT BRUSHED MFR: HARNEY HARDWARE MFR: SCHLAGE MFR:DELTANA MFR: SCHLAGE OR MINIMUM OPENING FORCE ALLOWABLE BY BUILDING OFFICIAL. PER ICC At 17.1 SECTION RM 103 PRIMED MOP MDF SINGLE PLY - PAINTED (DOOR & UNDERCUT KEYED SCHLAGE AL SERIES, LEVER CIRCULAR 626 SATIN CHROMIUM CHROME 4" SPEC: COMMERCIAL DOOR SPEC: B SERIES, SPEC: KP1034U 10" EQ. x 404.2,8 A N M LAND D103 JANITOR/ A SWING 2-8" 7'-O" W-1-3/4" TRUDOOR SOLID CORE PRIMED WHITE DOOR 3/4" SATURN SQUARE CLOSER, UL FIRE RATED, ANSI 1. COMMERCIAL 3N'STAINLESS SPEC:: DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPENING POSITION OF 90 UTILITY WOOD DOOR FRAME) PLATE D HINGE ADA COMPLIANT, SP 1-4 GRADE DEADBOLT STEEL KICK PLATE FINISH: SATIN DEGREES, THE TIME REQURIED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 STATE F SHINGTON 1 1 1 NICKLE DEGREES SHALL BE 5 SECONDS MINIMUM, PER ICC A117.1 SECTION 404.2.7.1 PRIMED MOP UNDERCUT BRUSHED MFR: HARNEY HARDWARE MFR: SCHLAGE MFR: DELTANA MFR: SCHLAGE OR MINIMUM OPENING FORCE ALLOWABLE BY BUILDING OFFICIAL. PER ICC Al 17.1 SECTION RM 104 SOLID CORE MOP SINGLE PLY - PAINTED DOOR 31N' AL SERIES 626 SATIN CHROME 4" SPEC: COMMERCIAL DOOR SPEC: B SERIES, SPEC: KP1034U 10" EQ. x 404.2.8 zt D104 OFFICE B SWING T-O" 7�-O" V-1-34' TRUDOOR WOOD DOOR PRIMED WHITE (DOOR & WIHALF PRIVACY SCHLAGE SATURN LEVER CIRCULAR CHROMIUM SQUARE CLOSER, UL FIRE RATED, ANSI 1, COMMERCIAL 3N'STAINLESS SPEC: 407-679 DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPENING POSITION OF 90 Wl HALF FRAME) GLASS PLATED HINGE ADA COMPLIANT, SP 1-4 GRADE DEADBOLT STEEL KICK PLATE FINISH: SATIN DEGREES, THE TIME REQURIED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 GLASS NICKLE DEGREES SHALL BE 5 SECONDS MINIMUM, PER ]CC Al 17.1 SECTION 404.2.7.1 u MFR: SCHLAGE SPEC: 8571, MFR: SCHLAGE OR RM 106 PRIMED MOP PAINTED 626 SATIN BRUSHED MFR: HARNEY HARDWARE COMMERCIAL MFR:DELTANA EQ. MINIMUM OPENING FORCE ALLOWABLE BY BUILDING OFFICIAL. PER [CC Al 17.1 SECTION D106 ADA A SWING T-O" 7-,0" 0'-1-3/4!' TRUDOOR SOLID CO RE MDF SINGLE PLY - (DOOR & UNDERCUT KEYED SCHLAGE AL SERIES LEVER CIRCULAR CHROMIUM OMIUM CHROME 4" SPEC: COMMERCIAL DOOR RESTROOM SPEC: KPI034U 19'x SPEC: 407-679 404.18 RESTROO WOOD DOOR PRIMED WHITE FRAME) DOOR 3/4" SATURN' PLATED SQUARE CLOSER, UL FIRE RATED, ANSI 1, INDICATOR 34" STAINLESS FINISH* SATIN DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPENING POSITION OF 90 M HINGE ADA COMPLIANT, SP 1-4 DEADBOLT STEEL KICK PLATE NICKLE DEGREES,THE TIME REQURIED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 Of FINISH: SATIN DEGREES SHALL BE 5 SECONDS MINIMUM, PER ICC A117.1 SECTION 404.2.7.1 CHROME PROVIDE SCHLAGE 61-509 EMERGENCY RELEASE KEY FOR B571 DEADBOLT TO CLIENT. Lu MFR: SCHLAGE RM 107 PRIMED MOP PAINTED 626 SATIN BRUSHED MFR: HARNEY HARDWARE SPEC: B571, COMMERCIAL MFR:DELTANA MFR: SCHLAGE OR EQ.MINIMUM OPENING FORCE ALLOWABLE BY BUILDING OFFICIAL. PER ICC A117.1 SECTION D107 ADA A SWING T-O" T-O" 0'-1-31N' TRUDOOR SOLID CORE MOP SINGLE PLY - (DOOR & UNDERCUT KEYED SCHLAGE AL SERIES, LEVER CIRCULAR CHROMIUM CHROME 4" SPEC: COMMERCIAL DOOR RESTROOM SPEC: KP1034U 19'x SPEC: 407 -679 404.2.8 RESTROO WOOD DOOR PRIMED WHITE FRAME) DOOR 3/4" SATURN PLATED SQUARE CLOSER, UL FIRE RATED, ANSI 1, INDICATOR 34�'STAINLESS FINISH: SATIN DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPENING POSITION OF 90 M HINGE ADA COMPLIANT, SP 1-4 DEADBOLT STEEL KICK PLATE NICKLE DEGREES, THE TIME REQURIED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 0 FINISH: SATIN DEGREES SHALL BE 5 SECONDS MINIMUM, PER [CC A117.1 SECTION 404.2.7.1 L o, CHROME PROVIDE SCHLAGE 61-509 EMERGENCY RELEASE KEY FOR B571 DEADBOLT TO CLIENT. 0 E100A RM 100 SWING EXISTING EXISTING EXISTING EXISTING REKEY TO REST OF ENTRANCE LOCKS z:m w MARKET E100B RM 100 SWING EXISTING EXISTING EXISTING EXISTING REKEY TO REST OF ENTRANCE LOCKS of MARKET w wo oW C-, ol m m w tz E!4! C3 A 0 t3 QQ 0 0'r LjL 0 yr z: o FOR BUILDING DEPT. USE ONLY TYPICAL MOUNTING HEIGHTS GENERAL DOOR NOTES DOOR TYPES - ' - "DIVISION 'V'PLIANCE 1. REFER TO A7.0 PARTITIONS FOR JAMB THICKNESS. PER SCHEDULE JMPLIANCE --e"'�OVED -epROVED Z UNDERCUT DOORS TO CLEAR THE TOP OF FINISH FLOORS, AS APPUCABLE, BY 314- MAXIMUM U.O.N. VERIFY FLOOR EXIT SIGN: PROVIDE PENDANT WHERE CLG, \---lEIUNG PER PLANS CONDITIONS. 3. AIR LEAKAGE TEST REQUIRED PER WSEC 2012, C402.412.3 FOR EXTERIOR DOORS ONLY. 1 1 � A,' 9 1 20ig 2 iq aj HUNG OR STRUCTURE EXCEEDS 8'-V'AFF. 4. ALL NEW DOOR HARDWARE TO BE ADA COMPLIANT -LEVER- TYPE 2 COMMERCIAL GRADE OR & FRAME PER SCHEDULED S. ALL DOORS ALLOW EGRESS IN THE DIRECTION OF EGRESS TRAVEL ALL DOORS IN THE MEANS OF EGRESS SHALL BE SINGLE ACTION RELEASE AND SHALL NOT REQUIRE THE USE OF A KEY OR SPECIAL KNOWLEDGE FROM THE EGRESS PATH. Tukwila City Of TUWlIa LBUILDING E------FIRE STROBE SIDE. NO THUMB LATCHES ALLOWED ON ANY DOORS IN EGRESS 6. ALL DOORS SHALL HAVE ITCLR ON STRIKEJPULL SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS IVISIO DIVISION FIRE EXTINGUISHER CAB. PER BLDG. 6. 6. 61, ERMOSTAT, VER. LOCATION WITH MECH. DWGS. PRIOR TO CLOSING OUT PARTMON& 7. FIELD VERIFY ALL NEWAND EXIS11NG 1-HR RATED DOORS TO HAVE CLOSER. SSUE DATE: 0312012019 STANDARD OATIOOS PER LOCATION) EV** EV. DATE: DATE: B'-. UWALLPHIONE 0- G= q. HAND, SWITCHPLATE- DASHED LINE T CYCLE CYCLE I CORRECTIONS 05124/2019 A #'CORRECTION 14... —al--IIINDICATES GANGED PLATE REQUIRED H'�,�—CARD AS v? < 4 1. READER 9 T !t E RECEPTACLE ELEIDATA COVERPLATE RECEIVED CITY OF TUKWILA WALL BASE MAY 2 9 20 INISHED FLOOR J 0 S UL DOOR SCHEDULE I. UNLESS SPECIFICALLY DIMENSIONED THE NEAREST STUD. 2. PROVIDE CLEAR FLOOR SPACE ELECTRICAL WALL OUTLETS& SWITCH PLATES AT OR SIDE APPROACH IN COMPLIANCE WITH 1CCI ANSI PER SCHEDULE TYPE A PER SCHEDULE TYPE B PER SCHEDULE TYPE C PERMIT CENTER LOCATE ALL TELEPHONE& THAT ALLOWS A FORWARD A117.1- 2003 ADA GUIDELINES AT ALL CONTROLS & HARDWARE. I 1.0 r561 I r57.21 � �59 r 60 57.3 1/4" = V-0" -------- — --------- - --- ---------------- - - Equipment Schedule Item Qty Description - - --- ----------- - ----- Mfg. ----------- Model 1 2 Class I Hood Captive -Aire Custom 2 1 Double Deck Convection Oven Vulcan VC66GD 3 2 2N' Hotplate - 4 Burners Vulcan VHP424 4 2 Faucet, Single Wall Fisher 54100 5 2 24" Griddle Vulcan MSA24 6 2 25" Charbroiler Vulcan VACB25 7 2 36" Range - 6 Burners - Convection Oven Vulcan V61336C a 2 Equipment Stand Elkay SES36S74-STSX _9 3 Stainless Steel Top Work Tables John Boos ST4-3060SSK 10 3 1 Stainless Steel Top Work Tables John Boos ST4-3060SBK 11 2 Hand Sink Advance Tabco 7-PS-66 12 2 Soap &Towels Borbrick or EQ B-40, B-4262 13 1 _ff Prep Sink John Boos 2PB16184-2D24 13.1 1 Faucet, Vail Mount Fisher 3253 14 1 SpareNumber 15 2 Wall Mounted Shelf John Boos Lot 16 1 20 Quart Mixer Globe SP20 16.1 1 Mixer Stand Metal Fab 17 1 Spare Number _2224 - 18 1 Spare Number 19 1 Walk-in Cooler Imperial Custom 19.1 1 Walk-in Cooler Coil RDT Custom 20 4 Security Shelving Metro SEC33C 21 4 Speed Racks Advance PR20-3K--lX 22 1 Walk-in Freezer Imperial Custom 22.1 1 Walk-in Freezer Coil RDT Custom 23 4 Security Shelving Metro------ SEC33C 24 1 Spare Number 25 1 Spare Number 26 1 Hand Sink Advance Tabco 7-PS-66 27 1 Soap & Towels Borb(ick or EQ B-40, B-4262 28 1 Prep Sink John Boos 2PB16184-2DI8 28.1 2 Faucet, Wall Mount Fisher 3253 29 1 Wall Mounted Shelf John Boos Lot 30 5 Security Shelving Metro SEC351(3 31 5 Wired Shelving Metro Lot 32 1 Ice Cuber Manitowoc Ice IYT1200C 32.1 1 Ice Bin Manitowoc Ice B-570 32.2 1 Water Filration System OptiPure_ FXI-22P 33 1 Spare Number 34 1 Spare Number 35 1 Dishiable, John Boos DT3B)=x-2DxKx 35.1 1 Pre Rinse w/add-a-Faucet Fisher 2210-WB + 2901 36 2 Wall Mounted Shelf John Boos Lot 37 1 Warewasher, Door Type, High Temp By Owner TBD 38 1 Class 11 Hood Captive -Aire Custom 39 1 Clean Dish Tables John Boos CDT6-S48SBK-R 40 1 Slant Rack John Boos SR42 41 1 Shelving, Plastic Metro 60X18 42 1 Spare Number 43 1 Spare Number 44 1 Spare Number 45 1 Spare Number 46 1 Spare Number 47 1 Spare Number 48 1 Spare Number 49 1 Spare Number 50.1 1 Counter w/ Sink John Boos Custom 30104.5 50.2 3 Counter w/ Sink John Boos Custom 3096 50.3 1 Counter w/ Sink John Boos Custom 30103.5 51 4 Worktop Refrigerated Continental SW48-FB 52 1 Spare Number - 53 5 Deck Mount Faucet Fisher 53740 54 1 Spare Number - 55 1 Spare Number _56_ 4 Heated Display Cases Hatco GRHD-3P 57.1 1 Counter John Boos Custom 57.2 3 Counter John Boos Custom 57.3 1 Counter John Boos Custom 58 1 Refrigerated Counter Case, Self -Serve Structural Concepts C033R-LJC 59 4 POS System By Owner - Server 60 1 lMonitor Samsung ED-40C 61 1 Spare Number 1 Spare Number 63 1 Mop Sink Elkay FLR-3X 63.1 1 Service Faucet Fisher 8253 64 1 Shelving, Wall -Mounted John Boos PB-MSS824-X FFD I Funnel Floor Drain By P.C. By P.C. FS 3 1 Floor Sink I By P.C. By P.C. trfEv R OiVIPLIANCE AFROVED t,i, AN( 10 12019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 12019 PEHM11 CENTER SMITH AND GREENE FOOD SERVICE EQUIPMENT AND DESIGN 19015 66TH AVE S-, KENT WA 98032 425.656.8000 ' FX 425.656.8075 WWW.SMITHA N DGREENE.COM this document and the information disclosed herein aneiheexclusive coleynghted properly of Smith & Greene Company. They are instruments of service for this prqed a*. No pan of this document may be made available, coped, reproduced a distributed to others wilhoul the written consent of Smith & Greene Company 2DI8. THESE DRAWINGS ARE NOT FOR CONSTRUCTION UNLESS THEY BEAR THE APPROVAL STAMP OF JURISDICTIONAL REGULATING AGENCY THE PROJECT IS LOCATED WITHIN. NZ 0 LIJ SZ NH (425) 9884648 nickh@smiihondgreene.com DY (425) 9834676 dwGYneJiorTJ1h0W9eanecQm ELT I—) — codgsmiffbanalgreeneoom BB 6 (42519884675 Mck@stTithandgrftne.com �WSHEETSIZE D size (A, e (36"x24") Ll� $CALL, 1/4'=1'9'(LI0N) !` INDEX OF SHEETS QFIOO Equipment Plan QFI01 Utility Schedule QF200 Floor -Penetration Plan QF201 Plumping Spotting Plan QF202 Plumping Elevations QF300 Electrical Spotting Plan QF301 Electrical Elevations QF400 Elevations 2F500 Special Conditions Plan Food Service Revision List # Description Date I Revision 1 101.29.19 Revisionfissue Date BACKGROUND 09.14.18 EQUIPMENT PLAN 12.17.18 ROUGH -IN PLANS 01.03.19 SUBMITTAL SET REVISED EQ SET Sheet QF1 00 '58 AM �1/29/2019 �10'02�_ Utility Schedule �� Conn Elec Conn tem Qty Description Ft Amps Watts HP Cycle Volts Phase Plug Height Electrical Remarks CW Size CW Aff HW Size HW Aff Indirect Size Direct Size Direct Aff Gas Size Gas Btu1H Gas Aft Remarks 1 2 Class I Hood 1 Direct 102" See Shop Drawings 2 1 Double Deck Convection Oven 15.4 A 60 Hz 120 V 1 Direct 12" Verify Plug Conn w/Vendor, 2 Electrical Connections - 12' & 42" 314' 100000 29' 3 2 2N' Hotplate - 4 Burners 314' 120000 29' 4 2 Faucet, Single Wall L t1/2 59, 3/4" 5a, 3/,V NPT Female, Refer To Cutsheet 5 2_ 24" Griddle __ _314' 3/4" 54000 29' 6 __ 2 25" Charbroiler 31N' 68000 29' 7 2 36" Range - 6 Burners - Convection Oven 4.0 A 60 Hz 115 V 1 5-15P 12' Verify Plug Conn w/Vendor 1 1/4!'— 242000 29' 8 2 Equipment Stand 9 3 Stainless Steel Top Work Tables _ 10 3 Stainless Steel Top Work Tables 11 2 Hand Sink 1/2" 191, 1/2" 191, 11/2" 21" 12 2 Soap & Towels 13 1 Prep Sink 2" Air -Gap to FS 13.1 1 Faucet, Wall Mount 1(2" 18" 1/2" 1W 14 1 _ Spare Number _ 15 2 Wall Mounted_Shelf------------ 16 1 20 Quart Mixer 10.0 A 1/2 60 Hz 115 V 1 5-15P 49' 16.1 1 Mixer Stand — -...... - ...._....---- 17 18 1 1 Spare Number Spare Number -- -------- - - ............... ------ - ------ ------------- - ------- - - --- ---- ------ ..................------- -- ...............-------- 19 1 - -...- Walk -In Cooler 15.0 A 60 Hz 120 V 1 Direct 106, See Shop Drawings 79.1 1 Walk -In Cooler Coil 4.2 A 60 Hz 120 V i Direct 109, _ See Shop Drawings 3/47 Air -Gap to FS _ 20 4 Security Shelving 21 4 Speed Racks 22 1 Walk -In Freezer 15.0 A 60 Hz 120 V 1 109, See Shop Drawings 22.1 1 Walk -In Freezer Coil 7.0 A 60 Hz 208 V 1 Direct 109' See Shop Drawings 31N' Air -Gap to FS 23 4 Security Shelving 24 1 --- Spare Number ------------- _ 25 1 Spare Number 26 1 Hand Sink I/2" 19" 1/2" 191, 11/2" 21" 27 1 Soap & Towels 28 1 Prep Sink Z' Air -Gap to FS 28.1 2 Faucet, Wall Mount VT 18" 1/2, 19, 29 1 Wall Mounted Shelf 30 5 Security Shelving 31 5 Wired Shelving 32 1 - Ice Cuber 20.0 A 60 Hz 208 V i Direct 84" 3/9' 56" 3/4" -------- ------------- -- --- Air -Gap to FS, CW From Water Filteration System 32.2, Verify Filter w/Vendor 32.1 1 Ice Bin 3(4" Air -Gap to FS 32.2 1 Water Filration System 1 /2" 7T Filtered Water To Ice Cuber 32 33 1 Spare Number 34 1 Spare Number 35 1 Dishtable 2" 12, Waste Per Code 35.1 1 Pre Rinsew/add-a-Faucet 1/2, IN' 1/2" 14, 36 2 Wall Mounted Shelf 37 1 ------- Warewasher, Door Type, High Temp 36.0 A 7488 W 60 Hz 208 V 1 Direct 72" Verify w/Owner 314" 14, 91 -- -- Air -Gap to FS, Verify w/Owner 38 1 Class II Hood 1 Direct 102, See Shop Drawings 39 1 Clean Dish Tables 40 1 Slant Rack 41 1 Shelving, Plastic 42q11 Spare Number 43 Spare Number 44 1 Spare Number 1 Spare Number 1 Spare Number 1 Spare Number P45 1 Spare Number 1 Spare Number 1 Counter w/ Sink 1 1 /2' 21" 50.2 3 Counter w/ Sink 1 1/2' 21" 50.3 1 Counter w/ Sink 11/2" 21" 51 4 Worktop Refrigerated 1/5 60 Hz 115 V i 5-15P 72" 52 1 Spare Number 11A 53 5 Deck Mount Faucet 1/2" 191, 1/2" 191, 54 1 Spare Number 55 1 Spare Number 56 4 Heated Display Cases 11.3 A 1350 W 60 Hz 120 V 1 5-15P Stub -Up Power 57.1 1 Counter 57.2 3 Counter 57.3 1 Counter 58 1 Refrigerated Counter Case, Self -Serve 11.0 A 1114 W 60 Hz 120 V 1 5-15P Stub -Up Power 59 4 POS System 5.0 A 60 Hz 120 V i 5-15P 39' By Owner, Verify w/Vendor, Stub -Up Power & Data 60 1 Monitor 39' By Owner, Verify w/Vendor, Power From Above 61 1 Spare Number 62 1 Spare Number 63 1 Mop Sink 63.1 1 Service Faucet 1/2, 36' 1/2" 36' 64 1 Shelving, Wall -Mounted C 12 2 Convenience Outlet 16.0 A 60 Hz 120 V 1 5-20R 12, C48 9 Convenience Outlet 16.0 A 60 Hz 120 V 1 5-20R 48" C72 3 Drop Down Outlet 16.0 A 60 Hz 120 V 1 5-20R 72" FFD 1 Funnel Floor Drain By P.C., P.C. To Verify Size, Quantity & Location Required FS 3 Floor Sink By P.C., P.0 To Verify Size, Quantity & Location Required PS 2 Pull Station Direct 48" Final Conn. By Fire Safety Contractor RECEIVED CITY OF TUKWILA MAR 2 1 2019 SMITH AND GREENE FOOD SERVICE EQUIPMENT AND DESIGN 19015 66TH AVE S., KENT WA 98032 425.656.8000 * FX 425.656.8075 WWW.SMITHANDG REENE.COM This document and the information disclosed herein ore the exclusive copyrighted property of Smith & Greene Company. They are instruments of service fa this project only. No pat of this document may be made ovalable, copied, reproduced a cishibuted to others without the *ffen consent of Smith & Greene Company ME. THESE DRAWINGS ARE NOT FOR CONSTRUCTION UNLESS THEY BEAR THE APPROVAL STAMP OF JURISDICTIONAL REGULATING AGENCY THE PROJECT IS LOCATED WITHIN, Q Q a ~ �:► Q O Z 0 r) m Q >J NH o (425) 988,6W nickh@smithandgeene.com DY `1� (425)988-6676 dwayneUsmRhandgeeuecom ELT (425)9884676 cod9vuRfcndgeene.com BB � (4251988-66J5 tdckQsmithandgreene.com "�(36"xM') QF100 Equipment Plan QFI01 Utility Schedule QF200 Floor -Penetration Plan QF201 Plumbing Spotting Plan QF202 Plumbing Elevations QF300 Electrical Spotting Plan QF301 Electrical Elevations QF400 Elevations QF500 Special Conditions Plan ' Fo�d"&1`v COCVIPLIAN n List # I ARMOND Date MAY 31 20i9 City of Tukwila UILDING DIVISION Revisionlasue Date BACKGROUND 09.14.18 EQUIPMENT PLAN 12.17.18 ROUGH -IN PLANS 01,03.19 SUBMITTAL SET REVISED EQ SET Sheet a 1 /29/2019 10:02:59 AM Plan 1/4"= V-0" I r IN -SLAB SYMBOLS Description -Plan 0 DIRECT WASTE CONNECTION FLOOR SINK PLUMBING STUB -UP ELECTRICAL STUB -UP FLOOR DEPRESSION/BLOCKOUT 6'MIN. SODA CONDUIT I PLUMBING PLAN SHOWS ROUGH -IN AND CONNECTION LOCATIONS WITH DIMENSIONS AND CAPACITIES.PLUMBING CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL ROUGH -IN AND CONNECTION LOCATIONS AND FOR CODE REQUIREMENTS MODIFICATIONS. 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY VALVES, TRAPS, TAIL PIECES, LINE STRAINERS, PRESSURE REDUCING VALVES AND VACUUM TRAP PRIMING DEVICES AND CONNECT ALL WATER, AND WASTE LINES TO FOOD SERVICE AND BEVERAGE EQUIPMENT. 3. PLUMBING CONTRACTOR SHALL INSTALL AND CONNECT ALL FAUCETS FURNISHED WITH FOOD SERVICE AND BEVERAGE EQUIPMENT. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL INDIRECT WASTE LINES FROM FOOD SERVICE AND BEVERAGE EQUIPMENT TO FLOOR DRAINS AND SINKS AND INSULATE WASTE LINES FROM ICE BINS, EVAPORATORS AND BAIN MARIES. 5. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ADA BATHROOM COMPLIANCE AND WITH LOCAL CODE Floor -Penetration Schedule T_ — Direct Size I Direct Aff Plumbing Remarks Item Qty Description 11 2 Hand Sink I 1/2' 21" 26 1 Hand Sink I I /Z' 21" 35 50.1 1 1 Dishtable_ Counter w/ Sink T 1 1/21 IT 21" Waste Per Code 50.2 3 Counter w/ Sink 1 1/7, 21 50.3 1 Counter wl Sink 1 I /Z' 21 63 1 Mop Sink 31 a, FFD I I Funnel Floor Drain I By P.C., P.C. To Verify Size, Quantity & Location Required F:S:[3_j_Floor Sink 3" -7' 1 By P.C., P.0 To Verify Size, Quantity & Location Required Ti,Ti, r It< jm�LIANCE APPROVED City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA t4AR 21 2019 pEFjrq1IT CENTE9 SMITH AND GREENE FOOD SERVICE EQUIPMENT AND DESIGN 19015 66TH AVE S., KENT WA 98032 425 .656 .8000 - FX 425.656.8075 W'W'S MITHA N DGREENE.COM This document and the information c5scbsed [vein are the exclusive copyrighted prop" of Smith & Greene Compony. They ore instruments of service for this project only. No port of tHs document maybe made ovalloble, coed, repoduced a distributed to others without the Written cement of South & Greene compooy 2018. THESE DRAWINGS ARE NOT FOR CONSTRUCTION UNLESS THEY BEAR THE APPROVAL STAMP OF JURISDICTIONAL REGULATING AGENCY THE PROJECT IS LOCATED WITHIN. a Ma Q 0 0 0 oLU NH a 8 (425) 9BU64B nickh@snAhandgmene.com DY (425) 988d676 dwaMe@smilhandgreene.com ELT 1425) 9BM676 on0smithondgmenecom BB (42519884675 :xick@smithandlimserrecom SHEET S9E D size (36"x24") SCALE: 1/4�'=11'0" (1.10N) INDEX OF SHEET QFlOp Equipment Plan GF1011 Utility Schedule TDIF200 Flo —Penetration Plan GF201 Plumbing Spotting Plan QF202 Plumbing Elevations QF300 _ Electrical Spoiting Plan QF301 Electrical Eeevoti,.m, QF400 Elevations QF500 ISpecial Conditions Pion Food Service Revision List # Description I Date I I Revision 1 101.29.19 Revision/Issue Dole BACKGROUND 0.114.18 EQUIPMENT PLAN _12M7.1 8 ROUGH -IN PLANS 01,03.19 SUBMITTAL SET — ------- - — REVISED EO SET _ Street QF200 Im 1/29/2019 10:02:59 AM_d Plan 114" = 1 1-011 r 1-311 1 r—I 3ssb -1 PLUMBING SYMBOLS Plan Elevatio Description 0 — GAS LINE FLEX CONNECTOR 60 0 GAS REGULATOR TO MAIN 64 6 4 HOT & COLD WATER (8" SPREAD) HOT & COLD WATER (4'SPREAD) 6 4 HW-HOT WTR or CW - COLD WTR '500 HW & CW - WITH DIRECT DRAIN BEVERAGE LINE 0— 10 INDIRECT WASTE CONNECTION ®— 0 DIRECT WASTE CONNECTION 19 FLOOR DRAIN, TRAP PRIMER la FLOOR SINK, W 11/2 GRATE (I Z'SQ) PLUMBING STUB -UP FLOOR SINK, W / 3/4 GRATE (W RND.) Arm PLUMBING NOTES I PLUMBING PLAN SHOWS ROUGH -IN AND CONNECTION LOCATIONS WITH DIMENSIONS AND CAPACITIES.PLUMBING CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL ROUGH -IN AND CONNECTION LOCATIONS AND FOR CODE REQUIREMENTS MODIFICATIONS. 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY VALVES, TRAPS, TAIL PIECES, LINE STRAINERS, PRESSURE REDUCING VALVES AND VACUUM TRAP PRIMING DEVICES AND CONNECT ALL WATER, AND WASTE LINES TO FOOD SERVICE AND BEVERAGE EQUIPMENT. 3. PLUMBING CONTRACTOR SHALL INSTALL AND CONNECT ALL FAUCETS FURNISHED WITH FOOD SERVICE AND BEVERAGE EQUIPMENT. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL INDIRECT WASTE LINES FROM FOOD SERVICE AND BEVERAGE EQUIPMENT TO FLOOR DRAINS AND SINKS AND INSULATE WASTE LINES FROM ICE BINS, EVAPORATORS AND BAIN MARIES. 5. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ADA BATHROOM COMPLIANCE AND WITH LOCAL CODE DORMONT lip DMK-0746, Rev, 0, 7.12-01 -OR CUMPLIANCEj APPROVED LBUILt!j g 9 12 IN 9 City of Tukwila DIVISION DING DIVISION RECEIVED CITY OF TUKWILA MAR 2 12019 PERMIT CENTER SMITH AND GREENE FOOD SERVICE EQUIPMENT AND DESIGN 19015 66TH AVE S., KENT WA 98032 425.656.8000 - FX 425.656 8075 W W W. 5 M f T H A N 0 G R E E N E C OM Wis document and the information dsclosed t> e'inuetheexcivsivecopyiightedproperyof Smith & Greene Company. They are instrument of service for this prqect a*. No put of this document may be mode mailable, copied, reproduced a distributed to others without the wthlencomentof Sraiih & Greene Compony2018. THESE DRAWINGS ARE NOT FOR CONSTRUCTION UNLESS THEY BEAR THE APPROVAL STAMP OF JURISDICTIONAL REGULATING AGENCY THE PROJECT IS LOCATED WITHIN. < 0 U_ LU NH o (425) 98MW nickh@smithoadgreePecom DY (425) 98"676 dwayne@wIthandgreenecom ELT ij (425) 9886676 cadAsmithandgmene.com BB (425) ?8M675 bickWrithoadgmene.com SHEET SIZE D size (36"x24") SCALE (LION) INDEX OF SHEETS-1 F30OFCLFl0O Equipment Plan QFIOI Utility Schedule QF200 Floor -Penetration Plan QF201 plumbing Spatting Plan QF202 Plumbing Elevations Q DD EI.&I—I Spotting Plan OF301 Electrical Elevations DO OF400 Elevations QF500 Special Conditions Plan Food Service Revision List # Description Date I lRevision 1 101.29A9 V 4p Revision/Issue Data BACKGROUND 07.14.18 EQUIPMENT PLAN 12.17.18 ROUGH -IN PLANS 01.03.17 SUBMITTAL SET REVISED �Q_8Ej Sheet QF201 6,� 1/29/2019 10:03:01 AM 63.1 63 35 35.1 37 37 W-21 7 7 K61 r,4�7 ® [I 71 ® (7 U �� W61 — 11 11 II FS Elevation 1 - Plumbing Elevation 2 - Plumbing Elevation 3 - Plumbing Elevation 4 -1 1/2" = 1'-a, 1J2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" 2b 2b b 28 — 28.1 32 = 32.1 — 32 FW 32 ^ 32.2 n 53 U 50.1 50.2 — 53 50.2 a 53 IV, 531 50.3 / 0 4!a!� \q& 0 I I I i Elevation 6 - Plumbing 1J2" = V-0" levation 8 - Plumbir 1/2" = T-0" Elevation 7 - Plumbing 1/2" = 11-0" ;�v.f1_IANCE i-PROVED ArV fi l2 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 21 2019. PERrTnlr UEivTEFi SMITH AND GREENE FOOD SERVICE EQUIPMENT AND DESIGN 19015 66TH AVE S., KENT WA 98032 425.656.8000 - FX 42S.656.8075 WWW.SMITHA N DG REENE.COM Thu document and the infatuation dudmed herein one the exclusive capy6ghted properly of Smith & Greene Company. they are inshuments of service fa this pgect only. No pad of this document may be madeovdbble, copied, repoduced a dsfibutedtoofhers without the written convent of Smith & Creene Company 2018. THESE DRAWINGS ARE NOT FOR CONSTRUCTION UNLESS THEY BEAR THE APPROVAL STAMP OF JURISDICTIONAL REGULATING AGENCY THE PROJECT IS LOCATED WITHIN. Q Q a '- �c Q o Z a � m w Q Q NH (42519884646 nckh@smithordgreene.tom w DY (425)98&6676 dwayne@smithandgeene.com ELT (425(98M676 cad aRhandgreene.com BB 1425198 -- Edck@smithandgreenecom SHEETSl2E D size (36"x24") SCALE 1/4"=1'0" (UON) INDEX OF SHEETS GnOTT Equipment Plan 6F101 LRility Schedule OF200 Floor -Penetration Plan QF201 Plumbing Spotting Plan GF202 Plumbing Elevations QF300 Electrical Spotting Plan QF301 Electrical Elevations QF400 Elevations OF500 Special Conditions Plan Food Service Revision List # Description Date 1 1 Revision 1 1011.29.119 Iq 0 Revision D e BACKGROUND 09.14.18 EQUIPMENT PLAN 12.17.18 ROUGH -IN PLANS 01.03.19 SUBMITTAL SET REVISED EO SET Sheol QF202 ® 1 /29/2019 10:03.04 AM U] M ET I 24" L 123" 1, 38" 1, 97" 61 'T IT IT r-3810 r 1] 176' 951. rC-7-21 rC-7-21 k 51 33" 26- 48. 51 29" 48 35" Q 561, 60 ELECTRICAL SYMBOLS Plan Elevation Description FIXTURE MT'D J-BOX FIXTURE MT'D RECEPTACLE DUPLEX RECEPT., 20-AMP, 120V, GRD TYPE. VERTICALLY MT'D ((UON) SIMPLEX RECEPT., 20-AMP, 120V, GRD TYPE. VERTICALLY MT'D (LION) JUNCTION BOX, VERT MT SINGLE POLE SWITCH MOISTURE -PROOF LIGHT FIXTURE 31 IT] WATERPROOF THERMOSTAT SINGLE RECEPT./ 208V, GRD TYPE. VERTICALLY MT'D (LION) DATA POINT (POS/CREDIT TERMINAL) HARD WIRE CONNECTION POINT ELECTRICAL STUB -UP 120V, I PHASE, SERVICE 10.0 AMPS. STUB AS NOTED. CONNECT AT POS STATIONS. (DEDICATED CIRCUIT, ISOLATED GROUND, ADD PHONE LINE, PROVIDE EMPTY J-BOX WITH CONDUIT FOR INTERCONNECTING POS SYSTEM, CREDIT CARD, DSL, PHONE AND FAX LINE) VERIFY ALL REQUIREMENTS WITH POS SYSTEM SUPPLIER. ALL WALL MOUNT ELECTRICAL RECEPTACLES AND J-BOXES ARE TO BE FLUSH MOUNTED IN WALLS WITH NO EXPOSED CONDUIT SHOWING ON SURFACE OF WALLS. CONTRACTOR TO PROVIDE MINIMUM WALL FURRING IF REQUIRED. OUTLETS ARE DIMENSIONED "ON -CENTER". ELECTRICAL NOTES 1. ELECTRICAL PLAN SHOWS ROUGH -IN AND CONNECTION LOCATIONS AND DIMENSIONS WITH CAPACITIES. ELECTRICIAN IS RESPONSIBLE FOR VERIFYING ALL ROUGH -IN AND CONNECTION LOCATIONS AND VARIATIONS TO MEET CODE REQUIREMENTS. 2. ELECTRICAL SYSTEM IS DESIGNED FOR 120/208 VOLTS, I & 3 PHASE, 60 HERTZ. 4 WIRE SYSTEM. 3. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL JUNCTION BOXES, RECEPTACLES, COVER PLATES, PULL BOXES, CONDUIT AND WIRING EXCEPT WHERE NOTED. 4. ALL CONDUIT RUNS INDICATED FOR REFRIGERATION, DRINK AND LIQUOR SYSTEM LINES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. CONDUIT SHALL HAVE 24" (800 MM) MINIMUM RADIUS BENDS. 5. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL EMPTY CONDUIT WITH JUNCTION BOXES FOR INSTALLATION OF OWNER SUPPLIED ELECTRONIC CASH CONTROL SYSTEMS. ELECTRICAL IN ACCORDANCE WITH OWNER AND MANUFACTURER'S REQUIREMENTS. 6. ELECTRICAL CONTRACTOR TO VERIFY INSTALLATION INSTRUCTIONS OF EQUIPMENT. �iviPL N( I M, A,., Z I City of' BUILDING CITY OF TU MAR 21 PERMIT CE SMITH AND GREENE FOOD SERVICE EQUIPMENT AND DESIGN 19015 66TH AVE 5., KENT VIA 98032 425,656.8000 * FX 425.656.8075 WVy W. S M I T H A N 0 G R E E N E. C OM This document and the infamnalon disclosed herein are the exclusive copyrighted property of Smith & Greene Company. They are ioshuments of service for this pr4ect only. No port of this document may be made ovailoble, coped. 'produced a drstibuted to others without the wriflenconsentof Smith & Greene Company 2018. THESE DRAWINGS ARE NOT FOR CONSTRUCTION UNLESS THEY BEAR THE APPROVAL STAMP OF JURISDICTIONAL REGULA ING AGENCY E PROJECT IS LOCATED WITHIN. < C) 0 LA_ < NH (425198M648 Nckh@smitharidgreene.corn DY ti (425] 988-6676 dwayne@sniiihandgeene.com ELT J—) 9 0,6 cadlifsmithandgreenecom 1313 —,Qk@srTfithonclgreene.com SHEET SIZE D size (36"x24") SCAtL* 114'.=Vg'(UON) I'c INDEX NDEX OF SHEETS QFI0o Equipment Plan QFTOI I Utility Schedule QF200 Floor -Penetration P �an QF201 Plumbing Spotting Plan Q_F202 Plumbing Elevations QF300 Electrical Spotting Pl— QF3DI Electrical Elevations QF400 Elevations QF500 Special Conditions Mari Food Service Revision List # Description Date I IRevision 101.29.19 DAD Rmt[Joriterue Date BACKGROUND 09.14.18 EQUIPMENT PLAN 12.17.18 ROUGH -IN PLANS 01.03.19 $11111MMAL SET MHOAM- Sheet QF300 61/29/2019 10:03:05 Am__Idj fi]s-m 37 �-evation I - Electrical Elevation 2 - Electrical Elevation 3 - bg" = 1'_0" 1/2" = 1 1-01, 1/2" = V-01, 48 N MCCA-81 i U Elevation 5 - Electrical Elevation 6 - Electrical - ----- Elevation 7 - Electrical 1/2" = V-0" 1/2' = V-0" 1/2" = 11-0, 48 i MAI - "I =--56 W59 5b a 59 56 MR 5=9 Lq 6=0 El El !:1221 IM-C4 ffm LWI 1=6 Elevation 4 - Electrical 1/2" = V-0" 4 a 8 --rvK l ,oiviPLIANCE APPROVED city of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKW ILA Ke 212019 PERMIT CENTER SMITH AND ,GREENE FOOD SERVICE EQUIPMENT AND DESIGN 19015 66TH AVE S., KENT WA 98032 425.656"8000 * FX 425.656.8075 VVVVV1.sMlTHA N DGREENE.COM This document and the information disclosed herein are the exclusive copyrighted property of Smith & Greene Company, They are instrumentsof service For This prciect only. No part of this document may be made wdloble, copied, .produced a chtribWed tooff— without the -fiffenconsentof Smith & Gmene Company 2018. THESE DRAWINGS ARE NOT FOR CONSTRUCTION UNLESS THEY BEAR THE APPROVAL STAMP OF JURISDICTIONAL REGULATING AGENCY THE PROJECT IS LOCATED WITHIN. 0 0 C) --j LLJ NH 1425) 9884648 Hkh@smilhardgeene.com DY (425) 98U676 dwaynegsmithondgeenecorn ELT fN (425) 9884676 coc2smiffamageenecoarr BB 6 '121,118U675 trickiiIsmithandgreaie.com SHEET$IZE S D size (36"x24") $CA. 1 /W =1'9' (LION) LL, INDEX OF SHEETS 100 Equipment Plan n, F 01 Utility Schedule OF200 floor -Penetration Plan QF201 Plu mbing Spotting plan QF202 Plumbingvaflons QF300 Electrical Spotting Plan QF301 Electrical Elevations GF400 Elevations QF-500 Special Conditions Plan Food Service Revision List # Description Date I Revision 1 01.29.19 Revision/Issue [).to BACKGROUND 09.14.18 EQUIPMENT PLAN F7� r�1117.18 ROUGH -IN PLANS 01.03.19 SUBMITTAL SET REYISFTZEQSEi Shoal QF301 ,,�29/201910:03:07AM rg Elevation 1 1/2" = T-o" Devation 5 1/2, = 11-01, 7-levation 8 1/2" = V-0" Elevation 2 1/2" = 11-01, 1/2" = 11-01, 1/2" = 1'-0" -kevat'=4 1/2" = 1 1-01, _jE'COMPLIANCE APPROVED City Of Tukwila NDIVISION BUILDING -� RECEIVED CITY OF TUKWILA MAR 2 12019 PERMIT CENTER SMITH AND GREENE FOOD SERVICE EQUIPMENT AND DESIGN 19015 66TH AVE S., KENT VIA 98032 425 .656, 3000 - FX 425.656.8075 w w W. 5 M I T H A N D G R E E N E. C OM ft document and the Information disclosed W.-Ine" the exclusive copyrighted property of Smith I Greene Company. They ore insimments of 'arycefuthis praje,,f a*. No pod of this document may be made available, coped, reproduced or distrilatited to others wilhout the w4ftericonsentof Smith & Greene Company 2018, THESE DRAWINGS ARE NOT FOR CONSTRUCTION UNLESS THEY BEAR THE APPROVAL STAMP OF JURISDICTIONAL REGULATING AGENCY THE PROJECT IS LOCATED WITHIN. 0 0 LL. Llj I I (D NH (425)9*6648 rickh&mthcridgmene a— DY in (425)98U676 dwoyrie@smiffiondgneerie.conn ELT o (425) 9*676 cGd@sr6itprKkjrmm.com BB Z3 (42519884675 bdck@sr,iiha,4eftene.com SFIEETSQE D size (36"x24') SCALE:, 1/4"=1'0" (LION) INDEX OF SHEETS QFIO0 Equipment Plan QF101 Utility Schedule Floor-PenetrationOF200 Floor -Penetration Plan OF201 Plumbing Spotting Plan OF202 Plumbing Elevations OF300 Electrical Spotting Plan QF301 Electrical Elevations OF400 Elevations QF500 Special Conditions Plan Food Service Revision List - # Description Date I I Revision 1 101.29.19 0 "4 Revision/Issue Data BACKGROUND 07.14.18 EQUIPMENT PLAN 12.17.18 ROUGH -IN PLANS 01.03.19 SUBMITTAL SET sheet QF400 ih1/29/2019 10:03:11 AM WB-D WB-o 48" 36" 274" . . ............ .......... ........................................................................................... 43- IV ca i2 CO 2Z' WB-A 1/4" = IMB-A - VJB-B 1/2" = V-0" 1/2" = I '-O" WB-C 1/2" = 11-01, 1/2' = 11-01, WB-E 1/2" = 11-01, WB-F WB-G 112, = V-9, 112, = 1 -0" NOTE: ALL WALL BACKING MATERIALS BY G.C- G.0 TO VERIFY PLACEMENT PRIOR TO INSTALLATION COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 1200 PERMIT CENTER