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Home My WebLink AboutPermit D18-0271 - DOUGH ZONE - CHANGE OF USE TO COMMERCIAL KITCHENDOUGH ZONE 120 ANDOVER PARK E COMPLEX Apn: 0223000062 FINALED 07/06/2021 D18-0271 Parcel No: Address: fl City of Tukwila J 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 0223000062 Permit Number: D18-0271 120 ANDOVER PARK E COMPLEX Project Name: DOUGH ZONE Issue Date: Permit Expires On: 12/12/2019 6/9/2020 Owner: Name: Address: Contact Person: Name: ANDOVER120 LLC 120 ANDOVER PARK E , TUKWILA, WA, 98188 NOS NARIN Address: 1405 BOYLSTON AVE , SEATTLE, WA, 98122 Contractor: Name: ADEKCO LLC Address: 23423 14 AVE S , SEATTLE, WA, 98198 License No: ADECOL*813J3 Lender: Name: XUAN ZHAI Address: 120 ANDOVER PARK E , TUKWILA, WA, 98188 Phone: (206) 322-4323 Phone: (206) 412-1475 Expiration Date: 4/23/2021 DESCRIPTION OF WORK: CHANGE OF USE FROM WAREHOUSE TO COMMERCIAL KITCHEN, ADDING KITCHEN EQUIPMENT, NEW DEMISING PLAN, FINISHING. EXHAUST HOOD SYSTEM WILL BE SEPARATE PERMIT. Project Valuation: $60,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIIA Electrical Service Provided by: TUKWILA Fees Collected: $2,005.39 Occupancy per IBC: A-2 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 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: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: • Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature:.�' t '.�/�t�Date: /�-r 1 hearby certify that I have read anC..ex mined 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: r \i 1J (3 L ij Date: ? — 12-1 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) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) i� l- 5: Portable fire extinguishers all be provided within a 30-foot (9144 mm) travel distance of commercial-type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.12.5) 6: Maintain fire extinguisher coverage throughout. 7: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 8: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 9: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 10: 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) 11: 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) 12: 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) 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: 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) 18: 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) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 19: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 22: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. 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) 20: Local U.L. central station supervision is required. (City Ordinance #2437) 21: All new fire alarm systems or modifications to existing systems shall have tine 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: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 30: ***BUILDING PERMIT CONDITIONS*** 31: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 32: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 33: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 34: 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. 35: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 36: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 37: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 38: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 39: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 40: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 41: All mechanical work shall Q, inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 42: Type 1 Hoods, the required grease duct leakage test and light test shall be performed by a special inspection and testing agency in accordance with I.M.C. Chapter 5. 43: ***PUBLIC WORKS PERMIT CONDITIONS*** 44: Fire and Domestic backflow devices and outside grease interceptor shall be approved by Public Works under Public Works permit no. PW19-0028. Public Works shall not final this Building permit until Public Works has made Final PW19-0028. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0608 PIPE INSULATION 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUKWD Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Perin c No. P 191 I Project No. / Date Application Accepted: (is a -c' I (D Date Application Expires: I?/) l�'D 1 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: Tenant Name: King Co Assessor's Tax No.: ILO Akid4 d ery i 3i -K E jf h k Suite Number: (WA— PROPERTY OWNER Name: X JkN 2-1A 1 Address: raj A , .1/o/9y P 4/k at - City: ...i—IA k_w j /�State: 13/4/.._, Zip: CONTACT PERSON — person receiving all project communication Name: N/0 NAR -11\/ Address: PTS ea) [51‘, `" . City: Laetr"f I State: w`�t� Zip Ec(2 ' Phone: 2 G6 �2 2427.1 3 Fax: 2 o& '22 Or 17 Email: Nos (10, Cierre i-9-ro 1 rz, cowl GENERAL CONTRACTOR INFORMATION Company Name: Ade*. j . co Address: 7:--5/4 -,�11.4:.tt me. S City: Pe) SCIState: Zip: O �� w Kt5 Phone: 7_ abziI. 1475 Fax: Exp Date: Contr Reg No.: 711 K dtL* � Tukwila Business License No.: H:\Applications\Fortes-Applications On Line 2011 Applications\Permit Application Revised - 8-9-1 l.docx Revised: August 2011 bh New Tenant: Floor: / Yes ❑ ..No ARCHITECT OF RECORD Company Name: e peTc.4.4._ ciQ5 PGN 7 T1AI�'i BUILDING PERMIT INFORMAT — 206-431-3670 Valuation of Project (contractor's bid price): $ 491 000 Describe the scope of work (please provide detailed information): Cis e01P US0. "frb-w► C'O't'M1PA►Cre 4 K1 44€'1, Ark' c kirla0. v, e7 -t4 ) New PQ A4;3 r,- /2 t i j , G lel ti t— L crai sys'&vi W1// 62 s-p--we.W p vvii(? Existing Building Valuation: $ Will there be new rack storage? ❑ Yes Z. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Will there be a change in use? Standard: Yes Compact: Handicap: ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: VSprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Will there be a change in use? Standard: Yes Compact: Handicap: ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: VSprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 • PUBLIC WORKS PERMIT INFOR\_,TION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. V_i_4.ter District IZ ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided SYer District `❑ ...Tukwila ❑ ...Sewer Use Certificate O .. Highline ❑... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton El .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank 0 .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 0 ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size .. 0 ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public WO # WO # WO # Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding 0 ... Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT 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. BUILDING OWNER OR AUTHOI3IELF "AGENT: Signature: 1V&S' Print Name: // /MT2- lh✓ Mailing Address: 16(0 5 f°7 Day Telephone: H: Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh City Date: ! {il3 )26/l4 1-72-242. State Zip Page 4 of 4 DESCRIPTIONS I ACCOUNT 1 QUANTITY PAID D18-0271 Address: 120 ANDOVER PARK E COMPLEX Apn: 0223000062 $70.00 DEVELOPMENT ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R19281 R000.345.830.00.00 1.00 $70.00 $70.00 Date Paid: Thursday, December 12, 2019 Paid By: JOHN BUI Pay Method: CASH Printed: Thursday, December 12, 2019 2:55 PM 1 of 1 :_`„ WYSTEMS ESCRIPTIO D18-0271 Address: 120"ANDOVER PARK"E COMP,LE n: 022300006 $1,191.57 PERMIT FEE WASHINGTON STATE SURCHARGE TECHNOLOGY FEE TCI,TALFEESIPAID BY RECEIPT R18820 R000.322.100.00.00 B640.237.114 R000.322.900.04.00 0.00 0.00 0.00 $1,111.02 $25.00 $55.55 Date Paid: Tuesday, October 15, 2019 Paid By: MOJI CORPS Pay Method: CHECK 6809 Printed: Tuesday, October 15, 2019 9:51 AM 1 of 1 SYSTEMS DESCRIPTION; PermitTRAK $743.82 D18-0271 Address: 120 ANDOVER PARK E COMPLEX Apn: 0223000062 $743.82 Credit Card Fee $21.66 Credit Card Fee R000.369.908.00.00 0.00 $21.66 DEVELOPMENT $722.16 PLAN CHECK FEE CEI R000.345.830.00.00 0.00 $722.16 Date Paid: Tuesday, August 28, 2018 Paid By: NARIN PUTHANAVARAT Pay Method: CREDIT CARD 170554 Printed: Tuesday, August 28, 2018 11:05 AM 1 of 1rill; f a {SYSTEMS 0 0 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 08/28/2018 11:05:01 AM CREDIT CARD SALE VISA CARD NUMBER: **********0132 K TRAN AMOUNT: $743.82 APPROVAL CD: 170554 RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://classic. convergepay.comNirtualMerchant/transaction.do?dispatchMethod=printTr... 08/28/2018 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 08/28/2018 11:05:01 AM CREDIT CARD SALE VISA CARD NUMBER: **********0132 K TRAN AMOUNT: $743.82 APPROVAL CD: 170554 RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy https://classic. convergepay. com/V irtualMerchant/transaction. do?dispatchMethod=printTr... 08/28/2018 Permit Inspections City of Tukwila Permit Number: D18-0271 Description: DOUGH ZONE Applied: 8/28/2018 Approved: 11/22/2019 Site Address: 120 ANDOVER PARK E COMPLEX Issued: 12/12/2019 Finaled: 7/6/2021 City, State Zip Code:TUKWILA, WA 98188 Status: FINALED Parent Permit: Parent Project: Details: Applicant: DOUGH ZONE Owner: ANDOVER120 LLC Contractor: ADEKCO LLC CHANGE OF USE FROM WAREHOUSE TO COMMERCIAL KITCHEN, ADDING KITCHEN EQUIPMENT, NEW DEMISING PLAN, FINISHING. EXHAUST HOOD SYSTEM WILL BE SEPARATE PERMIT. Red Tag issued for project. No permit for the hood suppression system installation. Stocking of kitchen materials and food products is stored in the building and no occupancy is approved. -remove all restaurant materials, food, fixtures and appliances until all fire safety work is permitted approved and inspected. Permitted trade work will be allowed to continue at the discretion of the Fire Marshal. 70}I SP 10 S SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS CONCRETE SLAB Bill Centen Notes: 1 GLAZING Bill Centen Notes: PIPE INSULATION Bill Centen Notes: WALL INSULATION Bill Centen Notes: 11/12/2020 AM 11/12/2020 FRAMING Darrin Graham APPROVED 206-412-1475 Notes: 11/17/2020 AM 11/17/2020 LATH —GYPSUM BOARD Bill Centen APPROVED 206-412-1475 Notes: Groundwork, and Plumbing rough in were approved under Plumbing permit PG20-0003. 5/6/2021 5/5/2021 SUSPENDED CEILING Bill Centen CANCELLED SEE NOTES Notes: PREFER AM IF POSSIBLE. CALL 30 MINUTES PRIOR TO INSPECTION. JOHN BUI - 206-412-1475 INPSECTION CANCELLED PER JOHN BUI. Printed: Tuesday, 14 September, 2021 1 of 2 r4 SUPERION Permit Inspections City of Tukwila 6/2/2021 6/2/2021 FIRE ALARM FMO APPROVED Notes: Approved 6/4/2021 8:00 AM 6/4/2021 SUSPENDED CEILING Bill Centen APPROVED SEE NOTES Notes: 206-412-1475 Jon Bui. Lock box code is 1514. 6/9/2021 6/9/2021 SPRINKLER COVER AARON JOHNSON APPROVED Notes: Approved 6/9/2021 9:45 AM 6/9/2021 FIRE D PERMIT FINAL AARON JOHNSON APPROVED Notes: Approved 6/9/2021 6/9/2021 SPRINKLERS AARON JOHNSON APPROVED Notes: Approved 6/30/2021 AM 6/30/2021 EMERGENCY LIGHTING Jim Benner APPROVED binh tran 425-773-8338 Notes: APPROVED O.K. -EM. LTG. 7/6/2021 AM 7/6/2021 BUILDING FINAL** Bill Centen APPROVED binh tran 425-773-8338 Notes: Printed: Tuesday, 14 September, 2021 2 of 2 i1 SUPERION Interior Lighting - Building Area Method LTG -INT -BLD 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Au_ us Project Title: DOUGH ZONE CPMMISARY KITCHEN Date Calculation Area NOTE 8 O O Addition - O Addition stand alone + existing O Spaces where < 50% of O Spaces where z 50% of O luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type 0 Standard O Additional Efficiency Package Option O C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting WattageNOTE 1 Building Area Location (plan #, room #, or ALL) Area Description Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) Dining: Cafeteria/fast food RECEPTION 32 650 0.72 468 Dining: Cafeteria/fast food DRY STORAGE 1 13 1960 0.72 1412 Dining: Cafeteria/fast food DRYSTORAGE2 9 243 0.72 175 Dining: Cafeteria/fast food SAUCE ROOM 5 330 0.72 238 Dining: Cafeteria/fast food PREP AREA 5 RECEIVED 1300 0.72 936 Dining: Cafeteria/fast food PREP, KITCHEN CITY OF 740 0.72 533 Total 5223 Proposed Lighting Wattage Building Area Location (plan #, room #) Fixture Description NOTE 2, s, 4, 5 Number of Fixtures Watts per Fixture NOTE 6 Watts Proposed Dining: Cafeteria/fast food STORAGE LED - HIGH BAY LIGHT 23 40 920 Dining: Cafeteria/fast food PREP/KITCHEN FLUORESCENT FIXTURE 35 32 1120 Dining: Cafeteria/fast food RESTROOM RECESSED LIGHT 4 13 52 Dining: Cafeteria/fast food RESTROOM EXHAUST FAN 2 9 18 Dining: Cafeteria/fast food STORAGE EXIT LIGHT 3 5 15 Dining: Cafeteria/fast food STORAGE EMERGENCY LIGHT 15 5 RECEIVED 75 CITY OF TUKWIL, AUu 2 8 2018 rr--....L.._ DICompliance by Building Area NOTE 7 Yr 0 7 fl'IC1'If Q City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director December 11, 2019 Nos Narin Catch Design Studio 1405 Boylston Ave Seattle, WA 98122 RE: Request for Application Extension #3 Permit Number D18-0271 Dear Nos Narin, This letter is in response to your written request for an extension to application number D18-0271. 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 February 28, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D18-0271 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov City of Tukwila Department of Community Development Attn: Jerry Hight 6200 Southcenter Blvd Tukwila, WA DOUGH ZONE DATE: Permit Number : Address: 11/15/2019 D18-0271 120 Andover Park E, Tukwila, WA 98188 RECEIVED CITY OF TUKWILA NOV 15 2019 PERMIT CENTER Mr. Jerry Hight, This letter is in reference to permit application number D18-0271and is in regard to a permit extension for our client. An extension of 90 days is being requested to ensure the orderly process of issuing an accurate building permit. This extension is necessary due to the various corrections received from the city as well as revisions required by our client and the financial strain regarding contractor work. Please also keep in mind the time-consuming difficulty of presenting physical paperwork to the city. Our office is diligently working on coordinating with the multiple parties such as the client, contractor and city personnel which we know are invested to establish this business. We anticipate successfully completing this permit process within these next 90 days. If you have any questions please feel free to reach out to our office at P#206-322-4323 or nos(cr�,catchstudio. com. Thank you, Nos Narin / Request for Extension # 3 Current Expiration Date: 11-.7_0 -1? Extension Request: Approved for 7G days r C- 7c.S, 3, Z Denied (provide explanation) _Lt. Signature/Initials 10/1/2019 0 0 City of Tukwila Department of Community Development NOS NARIN 1405 BOYLSTON AVE SEATTLE, WA 98122 RE: Permit Application No. D18-0271 DOUGH ZONE 120 ANDOVER PARK E Dear NOS NARIN, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 8/28/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 11/28/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Bill Rambo Permit Technician Fite No: D18-0271 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 fl City of Tukwila 0 Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director September 3, 2019 Nos Narin Catch Design Studio 1405 Boylston Ave Seattle, WA 98122 RE: Request for Application Extension #2 Permit Number D18-0271 Dear Nos Narin, This letter is in response to your written request for an extension to application number D18-0271. 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 November 28, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D18-0271 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov City of Tukwila Department of Community Development Attn: Jerry Hight 6200 Southcenter Blvd Tukwila, WA DOUGH ZONE DATE: 08/19/2019 Permit Number : D18-0271 Address: 120 Andover Park E, Tukwila, WA 98188 Mr. Jerry Hight, This letter is in reference to permit application number D18-0271 and is in regard to a permit extension for our client. A single extension of 90 days is being requested to ensure the orderly process of issuing an accurate building permit. This extension is necessary due to the various corrections received from the city as well as the Public Works permit required and the financial strain in obtaining a bond. Please also keep in mind the time-consuming difficulty of presenting physical paperwork to the city. Our office is diligently working on coordinating with the multiple parties such as the client, contractor and city personnel which we know are invested to establish this business. We anticipate successfully completing this permit process within these next 90 days. .If you have any questions please feel free to reach out to our office at P#206-322-4323 or nos@catchstudio.com. Thank you, Nos Narin Request for Extensior # 1r Current Expiration Dater Extension Request: Approved for days Denied (provide explanation) Signature Hitials 6/28/2019 City of Tukwila Department of Community Development NOS NARIN 1405 BOYLSTON AVE SEATTLE, WA 98122 RE: Permit Application No. D18-0271 DOUGH ZONE 120 ANDOVER PARK E Dear NOS NARIN, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 8/28/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 8/28/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, GCdi6 Kandace Nichols Permit Technician File No: D18-0271 Ait GL -t).3 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 May 14, 2019 C. City of Tukwila Department of Community Development NOS NARIN 1405 BOYLSTON AVE SEATTLE, WA 98122 RE: Correction Letter # 1 to Revision #1 DEVELOPMENT Permit Application Number D 18-0271 DOUGH ZONE - 120 ANDOVER PARK E Dear NOS NARIN, 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: FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • The Type 1 kitchen hoods are supposed to be on a separate mechanical permit. This was also stated in the original building permit submittal scope of work. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, `Z)z1-1?(,) Bill Rambo Permit Technician File No. D18-0271 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 itud 1405 Boylston Ave Seattle, WA 98122 (206) 322-4323 DOUGH ZONE DATE: 02/18/2019 Permit Application Number : D18-0271 Address: 120 Andover Park E, Tukwila, WA 98188 RECEIVED CITY OF TUKWILA FEB 2 8 2019 PERMIT CENTER Mr. Jerry Hight, This letter is in reference to permit application number D18-0271, and a response to the notice of application deadline received January 2nd, 2019. A single extension of 90 days is being requested to ensure the orderly process of issuing an accurate building permit. This extension is necessary due to the various corrections regarding the use of the facility and the time consuming difficulty of presenting physical paperwork to the city. Please also take into account the holiday and weather delays. Our office is diligently working on coordinating with the multiple departments and corrections needed to establish this business. We anticipate successfully completing this permit process within these 90 days. If you have any questions please feel free to reach out to our office at P#206-322-4323 or nos@catchstudio.com. Thank you. Nos Narin 4/62 /1/Qi2!-ifi Request for Extension # Current E- -iiration Date: .r:10 r I " Extension request: Approv _d For L Denied (provide explanation) I days Signature/Initials 0 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 28, 2019 Nos Narin Catch Design Studio 1405 Boylston Ave Seattle, WA 98122 RE: Request for Application Extension #1 Permit Number D18-0271 Dear Nos Narin, This letter is in response to your written request for an extension to application number D 18-0271. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through August 28, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, ta( Rachelle Ripley ek614-6-7 Permit Coordinator File: Permit No. D18-0271 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 0 City of Tukwila Department of Community Development February 01, 2019 NOS NARIN 1405 BOYLSTON AVE SEATTLE, WA 98122 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D18-0271 DOUGH ZONE - 120 ANDOVER PARK E Dear NOS NARIN, 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: PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • Prior to Public Works approval of this Building permit no. D 18-0271 the Owner/Applicant shall apply for a Public Works permit for work described below (or) submit a Bond for 150% x cost of work described below. 1) Provide a completed Public Works permit fee estimate sheet as part of this Building permit (or) separate Public Works permit. (For Public Works activities only including - grease interceptor or grease trap(s) as approved by Public Works, domestic water backflow (RPPA w/HotBox), fire backflow (DCDVA) & installation of a Storz adapter on the Fire Department Connection (FDC). (see PW Bulletin A2 enclosed) 2) Install an outside grease interceptor per Public Works standard detail SS -14. NOTE: Inside grease traps may be allowed with prior approval from Public Works. Provide grease trap size(s), manufacturer, and model number(s) on a plan sheet and submit a cut sheet for the proposed device(s) — for Public Works evaluation. Show location of the proposed outside grease interceptor (or) location of the proposed inside grease trap(s) on a plan sheet. A s 3) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The City has determined that the Dough Zone building has deficiencies on domestic and fire backflow devices; requiring the following upgrades. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent 3 -inch domestic water meter. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot BoxlHot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. b) Landscape Irrigation No irrigation for this site. c) Fire Prevention Fire line serving this building has a single check valve backflow assembly. The single check valve shall be replaced with a Detector Check Double Valve Assembly (DCDVA) per City of Tukwila Standard Detail WS -15. (See enclosed.) 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 c Fire Department Connection (FDC) located on the NW corner of the building shall have a 5 -inch Locking Storz Cap, manufactured by Knox. Applicant shall contact Tukwila Fire Department at (206) 575-4404 to obtain order forms, as they must be ordered through the Fire Department office. If you opt to bond for the installations, you must provide the following to the Permit Center (1) an original installation estimate (2) a bond for 150% of the installation cost (3) a letter stating your intent to install the device by a certain date. This must be done before the Permit Center issues the permit for your Tenant Improvement. The Director of Public Works will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for items (3a) and (3c) for Public Works approval; or a bond for 150% of the design and installation cost of subject devices, together with a letter stating the installation by a certain date. I have enclosed Public Works Development Bulletin C5 (design and installation requirements for cross connection control) and Bulletin A2 (permit fee estimate sheet). NOTE: If you need assistance in locating a backflow in the field (and/or) have questions regarding backflow testing, please contact Todd Reedy, Water Quality Specialist, Tukwila Water Department — Minkler Shops, directly at (206) 571-6309. Todd.Reedy@TuwilaWA.gov Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D18-0271 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Catch Design Studio 1405 Boylston Ave Seattle, WA 98122 (206) 322-4323 Dough Zone January 15th 2019 RECEIVED CITY OF TUKWILA JAN '1 5 2019 PERMIT CENTER Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0271 DOUGH ZONE -120 ANDOVER PARK E Dear NOS NARIN, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL INFORMATION NOTE) coats t L TR#. PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. The occupant load appears shall need to be re -calculated. The waiting area shows fixed seating; however, it is not reasonable to use the one corner as a seat. Also, that situation would work for restaurant calculations. This is a waiting area where a large area can hold a larger occupant load. For that reason, we would calculate the remaining area as Assembly without fixed seats Concentrated with net factor of 7 sq. ft. The receptionist shall count as two occupants. ("FLOOR AREA, NET. The actual occupied area not including unoccupied accessory areas such as corridors, stairways, ramps, toilet rooms, mechanical rooms and closets.") Please revise that area occupant load calculations to show actual occupant load. (IBC TABLE 1004.1.2 & CHAPTER 202) • New Occupancy group = A restaurant. Revised the occupant load accordingly. 2. For the kitchen and prep areas, those shall be calculated as Gross floor area, where the entire space including prep areas, cooking areas, coolers, and dry storage shall be calculated as one area with the 200 sq. ft. gross calculations. ("FLOOR AREA, GROSS. The floor area within the inside perimeter of the exterior walls of the building under consideration, exclusive of vent shafts and courts, "without" deduction for corridors, stairways, ramps, closets, the thickness of interior walls, columns or other features. The floor area..of a building, or portion thereof, not provided with surrounding exterior walls shall be the usable atea under the horizontal projection of the roof or floor above. The gross floor area shall not include shafts with no openings or interior courts. Revise the occupant load and provide the total occupant load of the total gross area as indicated occupant load factor of 200/1. (IBC TABLE 1004.1.2 & CHAPTER 202) • Changed occupancy load to floor area gross/ 200 6747 SF/200 =34 occupants 3. Provide an egress plan that includes the kitchen prep area. Show the length all egress paths leading to the emergency exits. Verify exit access travel distance measured from the most remote point within the tenant space along the natural and unobstructed path of egress travel to the entrance and to an exit. Show the length of a diagonal line of the total area and show exit access doorways are so the separation distance shall be not less than one-third of the length of the maximum overall diagonal dimension of the area served. n • aF Egress illumination shall be measured along the designated paths of egress. (IBC 202 COMMON PATH OF EGRESS TRAVEL., SECTION 1007 & SECTION 1008) • An egress plan has been provided and corrected to show the length of all egress paths and a diagonal line of the total area has been added. All exit access doorways have been labeled. 4. Walk -in -cooler installation shall be a separate mechanical permit. Type I hoods shall be another separate mechanical permit. • WALKIN COOLER AND TYPE 1 HOOD WILL BE ON SEPARATE PERMIT 5. ("The route to the public toilet facilities required by Section 2902.3 shall not pass through kitchens, food preparation areas, unpackaged food storage areas, storage rooms or closets. Access to the required facilities shall be from within the building or from the exterior of the building." Revise the access to the employee restroom 005 where the door does not open into the kitchen. (IBC [P] 2902.3.1) Note: Contingent on response to these corrections, further plan review may request for additional corrections. • The route to the public toilet facilities has been altered so it shall not pass through kitchen, food preparation areas, unpackaged food storage areas, storage rooms or closets. PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. 1. Manufacturing and processing of food and beverages is not a permitted use within the Tukwila Urban Center -Transit Oriented Development district (Tukwila Municipal Code Table 18-2). • The original application we submitted for this project stated an inaccurate use. The use for this project will be A restaurant, the kitchen will be an accessory to the restaurant use. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. 1. Provide a completed Public Works permit fee estimate sheet as part of this Building permit (or) separate Public Works permit. (For Public Works activities only including - grease interceptor or grease trap(s) as approved by Public Works, domestic water backflow (RPPA w/HotBox), fire backflow (DCDVA) & installation of a Storz adapter on the Fire Department Connection (FDC). (see PW Bulletin A2 enclosed) • We will defer the separate Public works permit. 2. Install an outside grease interceptor per Public Works standard detail SS -14. NOTE: Inside grease traps may be allowed with prior approval from Public Works. Provide grease trap size(s), manufacturer, and model number(s) on a plan sheet and submit a cut sheet for the proposed device(s) — for Public Works evaluation. Show location of the proposed outside grease interceptor (or) location of the proposed inside grease trap(s) on a plan sheet. • We will defer the separate Public works permit. 3. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The City has determined that the Dough Zone building has deficiencies on domestic and fire backflow devices; requiring the following upgrades. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent 3 -inch domestic water meter. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. b) Landscape Irrigation No irrigation for this site. c) Fire Prevention Fire line serving this building has a single check valve backflow assembly. The single check valve shall be replaced with a Detector Check Double Valve Assembly (DCDVA) per City of Tukwila Standard Detail WS-15.(See enclosed.) Fire Department Connection (FDC) located on the NW corner of the building shall have a 5 -inch Locking Storz Cap, manufactured by Knox. Applicant shall contact Tukwila Fire Department at (206) 575-4404 to obtain order forms, as they must be ordered through the Fire Department office. If you opt to bond for the installations, you must provide the following to the Permit Center (1) an original installation estimate (2) a bond for 150% of the installation cost (3) a letter stating your intent to install the device by a certain date. This must be done before the Permit Center issues the permit for your Tenant Improvement. The Director of Public Works will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for items (3a) and (3c) for Public Works approval; or a bond for 150% of the design and installation cost of subject devices, together with a letter stating the installation by a certain date. I have enclosed Public Works Development Bulletin C5 (design and installation requirements for cross connection control) and Bulletin A2 (permit fee estimate sheet). NOTE: If you need assistance in locating a backflow in the field (and/or) have questions regarding backflow testing, please contact Todd Reedy, Water Quality Specialist, Tukwila Water Department — Minkler Shops, directly at (206) 571-6309. Todd.Reedy@TuwilaWA.gov • We will defer the separate Public works permit. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. c If you have any questions, I can be reached at (206)433-7165. Sincerely, Rachelle Ripley Permit Technician File No. D18-0271 1/2/2019 0 City of Tukwila Department of Community Development NOS NARIN 1405 BOYLSTON AVE SEATTLE, WA 98122 RE: Permit Application No. D18-0271 DOUGH ZONE 120 ANDOVER PARK E Dear NOS NARIN, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 8/28/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 2/28/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D 18-0271 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 October 29, 2018 c City of Tukwila Department of Community Development NOS NARIN 1405 BOYLSTON AVE SEATTLE, WA 98122 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0271 DOUGH ZONE - 120 ANDOVER PARK E Dear NOS NARIN, 0 Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. The occupant load appears shall need to be re -calculated. The waiting area shows fixed seating; however, it is not reasonable to use the one corner as a seat. Also, that situation would work for restaurant calculations. This is a waiting area where a large area can hold a larger occupant load. For that reason, we would calculate the remaining area as Assembly without fixed seats Concentrated with net factor of 7 sq. ft. The receptionist shall count as two occupants. ("FLOOR AREA, NET. The actual occupied area not including unoccupied accessory areas such as corridors, stairways, ramps, toilet rooms, mechanical rooms and closets.") - Please revise that area occupant load calculations to show actual occupant Load. (IBC TABLE 1004.1.2 & CHAPTER 202) 2. For the kitchen and prep areas, those shall be calculated as Gross floor area, where the entire space including prep areas, cooking areas, coolers, and dry storage shall be calculated as one area with the 200 sq. ft. gross calculations. ("FLOOR AREA, GROSS. The floor area within the inside perimeter of the exterior walls of the building under consideration, exclusive of vent shafts and courts, "without" deduction for corridors, stairways, ramps, closets, the thickness of interior walls, columns or other features. The floor area of a building, or portion thereof, not provided with surrounding exterior walls shall be the usable area under the horizontal projection of the roof or floor above. The gross floor area shall not include shafts with no openings or interior courts. Revise the occupant load and provide the total occupant load of the total gross area as indicated occupant load factor of 200/1. (IBC TABLE 1004.1.2 & CHAPTER 202) 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 3. Provide an egress plan that includes the kitchen prep area. Show the length all egress paths leading to the emergency exits. Verify exit access travel distance measured from the most remote point within the tenant space along the natural and unobstructed path of egress travel to the entrance and to an exit. Show the length of a diagonal line of the total area and show exit access doorways are so the separation distance shall be not less than one-third of the length of the maximum overall diagonal dimension of the area served. Egress illumination shall) be measured along the designated paths of egress. (IBC 202 COMMON PATH OF EGRESS TRAVEL., SECTION 1007 & SECTION 1008) 4. Walk -in -cooler installation shall be a separate mechanical permit. Type I hoods shall be another separate mechanical permit. 5. ("The route to the public toilet facilities required by Section 2902.3 shall not pass through kitchens, food preparation areas, unpackaged food storage areas, storage rooms or closets. Access to the required facilities shall be from within the building or from the exterior of the building." Revise the access to the employee restroom 005 where the door does not open into the kitchen. (IBC [P] 2902.3.1) Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • 1. Manufacturing and processing of food and beverages is not a permitted use within the Tukwila Urban Center - Transit Oriented Development district (Tukwila Municipal Code Table 18-2). PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • 1. Provide a completed Public Works permit fee estimate sheet as part of this Building permit (or) separate Public Works permit. (For Public Works activities only including - grease interceptor or grease trap(s) as approved by Public Works, domestic water backflow (RPPA w/HotBox), fire backflow (DCDVA) & installation of a Storz adapter on the Fire Department Connection (FDC). (see PW Bulletin A2 enclosed) 2. Install an outside grease interceptor per Public Works standard detail SS -14. NOTE: Inside grease traps may be allowed with prior approval from Public Works. Provide grease trap size(s), manufacturer, and model number(s) on a plan sheet and submit a cut sheet for the proposed device(s) — for Public Works evaluation. Show location of the proposed outside grease interceptor (or) location of the proposed inside grease trap(s) on a plan sheet. 3. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The City has determined that the Dough Zone building has deficiencies on domestic and fire backflow devices; requiring the following upgrades. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent 3 -inch domestic water meter. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. b) Landscape Irrigation No irrigation for this site. c) Fire Prevention Fire line serving this building has a single check valve backflow assembly. The single check valve shall be replaced with a Detector Check Double Valve Assembly (DCDVA) per City of Tukwila Standard Detail WS -15. (See enclosed.) Fire Department Connection (FDC) located on the NW corner of the building shall have a 5 -inch Locking Storz Cap, manufactured by Knox. Applicant shall contact Tukwila Fire Department at (206) 575-4404 to obtain order forms, as they must be ordered through the Fire Department office. If you opt to bond for the installations, you must provide the following to the Permit Center (1) an original installation estimate (2) a bond for 150% of the installation cost (3) a letter stating your intent to install the device 6300 Southcenter Boulevard' Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 D O by a certain date. This must be done before the Permit Center issues the permit for your Tenant Improvement. The Director of Public Works will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for items (3a) and (3c) for Public Works approval; or a bond for 150% of the design and installation cost of subject devices, together with a letter stating the installation by a certain date. I have enclosed Public Works Development Bulletin C5 (design and installation requirements for cross connection control) and Bulletin A2 (permit fee estimate sheet). NOTE: If you need assistance in locating a backflow in the field (and/or) have questions regarding backflow testing, please contact Todd Reedy, Water Quality Specialist, Tukwila Water Department — Minkler Shops, directly at (206) 571-6309. Todd.Reedy@TuwilaWA.gov Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, 111/c())111,75--- 1 ey Permit Technician File No. D18-0271 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 J��4%L4 k,4 0 City of Tukwila Department of Community Development September 21, 2018 NOS NARIN 1405 BOYLSTON AVE SEATTLE, WA 98122 RE: DEVELOPMENT Permit Application Number D18-0271 DOUGH ZONE - 120 ANDOVER PARK E Dear NOS NARIN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you that your proposed project has been denied. I have enclosed comments from the following departments: PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • Manufacturing and processing of food and beverages is not a permitted use within the Tukwila Urban Center - Transit Oriented Development district (Tukwila Municipal Code Table 18-2). Please address any questions or comments to Max Baker. Sincerely, Rachelle Ripley Permit Technician File No. DI8-0271 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 11ERM!T COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0271 DATE: 11/12/2019 PROJECT NAME: DOUGH ZONE SITE ADDRESS: 120 ANDOVER PARK E COMPLEX Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 2 after Permit Issued DEPARTMENTS: A-3 A 1.l I��a Building Divisi n tFM k? 1‘06 Public Works Frf I111P 1 Fire Prevention Structural MO Ai' 1116t Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 11/14/19 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/12/2019 Approved Corrections Required ❑ Approved with Conditions ❑ ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 CD PERMIT COORD GOP? PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0271 PROJECT NAME: DOUGH ZONE SITE ADDRESS: 120 ANDOVER PARK E Original Plan Submittal Response to Correction Letter # DATE: 05/02/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A Af5-7-1 Building Division 1CW! A -M Fire Prevention • lanning Division Structural ❑ Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/07/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/04/19 Approved ❑ Approved with Conditions ❑ Corrections Required 41 Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: AN—C S pat.q.p A---.2, REVIEWER'S INITIALS: DATE: Permit Center Use Only r y , CORRECTION LETTER MAILED: S-11+1 61 Departments issued corrections: Bldg ❑ Fire' Ping ❑ PW ❑ Staff Initials: 12/18/2013 eNN PERMIT COCfD COFP PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0271 DATE: 1/15/19 PROJECT NAME: DOUGH ZONE SITE ADDRESS: 120 ANDOVER PARK E Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: C ► `1S Building Division II Public Works M grX IVO Fire Prevention Structural n Planning Division VA -11191 Permit Coordinator 110 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 1/17/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Notation: DUE DATE: 2/14/19 Approved with Conditions n Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire Ping 0 PW Staff Initials: . 12/18/2013 )5ERMiT COORS COPY l PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0271 PROJECT NAME: DOUGH ZONE SITE ADDRESS: 120 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # DATE: 08/28/18 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: 0_ co \46 Building Division .bre COYsi ```� 0 Public Works AW\ & kie Deh\QA 6\ 01 Fire Prevention Planning Division op Structural ❑ Permit Coordinator IN PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 08/30/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 09/27/18 Approved with Conditions n Corrections Required Denied (corrections entered in Reviews (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: B dg Fire ❑ PingA PW Staff Initials: 12/18/2013 r-� PROJECT NAME: 0uL3 l\ Zo r€_— PERMIT NO: j-) 13-' 02--7 SITE ADDRESS: t 2-0 4 v,Io tier' Pay 1- E ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INT ALS STAFF INITIALS ISSUED DATE STAFF INITIALS / 5.2.-1 q Summary of Revision: Iv v / / i --t., Received by: //,_„,, Summary of Revision: c i ' • OL ♦1 4 • ._ • i 1 P + 201 - Received b ?: A. REVISION NO. DATE RECEIVED STAFF INT ALS ISSUED DATE STAFF INITIALS Pf k l4 Summary of Revision: Iv v / / i (7—.. -— Received by: //,_„,, (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. ' DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: U IZ l2011 I Plan Check/Permit Number: Dl`,•oZ7I ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # lg. Revision # Z after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWILA NOV 0 8 2019 PERMIT CENTER Project Name: r /� Project Address: (SO �NOt�le2- PM- I- E Sot --E It 16 0 // T O) )( , WA olf21 Contact Person: 11-12:1 Phone Number: 2© l9 • ?� Z. L( 32 2, Summary of Revision: UpOPr TO OCc,upitrvCy to Stt-&-C JAZ t1 p Di- Di ^.1)1"1-67 12-E Ge -P-;9 lJ 41/2 e -s7 -10-0o i-' i s r MA Z u Q 0 b E G, S p -rte PI t--,1,-r\r,s l S s ft T? Z tT? DPIT -CTS-D Get(/' i'J pL 1i s r- 41- 71 3 D)l\ilIJ(o f fze-c&-p-n: Coati -(N (o0l62S BJP ef-7(?_( c o 06 s QTS . s f -t --r 4/kg D Prr-C-L. e v'I"nof s 7 �( V •- ,.► - _ ■' oO --t. 3 '(L- £ . ■,/`f stt-E A 14 U p( ATS x 5-6N-07 7' 1T sp)9-re-s A -,p) /9-CFYv r Sheet Number(s): 5 e &17 ,4 ( A Z PC 2j A LI "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W:\Permit Center \Templates\Forms \Revision Submittal Formdoc Revised: August 2015 0 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431.-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: D5/02/2D161 Plan Check/Permit Number: -P15-0271 ❑ Response to Incomplete Letter # ❑, Response to Cornon rr Letter # ID Revision # ter•Iyermit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 1PO1A& 4 SONE - -T1A WI LA Project Address: Contact Person: 12D f1NPOVt R MRK EAST TlAKWILA, W701 615155 NOS NiRIN Phone Number: 20(P-322-4323 Summary of Revision: iZevised hood ditmevisivos sheet Ali avid kitchen cgcitipmei-i- mpolate sheet f} RECEIVED CITY OF TUKWILA MAY 0 2 2019 PERMIT CENTER Sheet Number(s): A2- ) A rl "Cloud" or highlight all areas of revision including date revilsinon , Received at the City of Tukwila Permit Center by: U( `el Entered in TRAKiT on 5 - - W:\Permit Center \Templates\Forms\Revision Submittal Formdoc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1/15/2019 Plan Check/Permit Number: D18-0271 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: DOUGH ZONE Project Address: 120 ANDOVER PARK E Contact Person: Nos Narivt Phone Number: 20(a-322-4323 Summary of Revision: New occcnpavicy °romp, chavive occrnpavic4 load, rnpdated egress plavi, altered toilet rocnte, cnpdated project space cis& °romp, RECEIVED ;Art or TUKWILA JAN 15 2019 PERMIT CENTER Sheet Number(s): CS1, A2, A3, A4 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: J Entered in TRAKiT on 1 Vl \ 1 W:\Permit Center (Brenda)\Forms\Permit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 0Label & Industries (httpS:'/Ini.wa.gov) Contractors ADEKCO LLC Owner or tradesperson Principals BUI, QUTANATHANH, PARTNER/MEMBER Doing business as ADEKCO LLC WA UBI No. 604 412 769 23423 14TH AVE S SEATTLE, WA 98198 206-412-1475 KING County Business type Limited Liability Company 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. ADECOL'813J3 Effective — expiration 04/23/2019— 04/23/2021 Bond Navigators Ins Co Bond account no. NAV00010018 Received by L&I 10/10/2019 Wesco Insurance Co Bond account no. WB068844 $12,000.00 Effective date 10/03/2019 Expiration date Until Canceled $12,000.00 Received by L&1 Effective date 04/23/2019 04/17/2019 Expiration date Until Canceled Insurance Atlantic Cas Ins Co $1,000,000.00 Policy no. L209000874 Received by L&I Effective date 10/10/2019 10/03/2019 Expiration date 10/03/2020 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 ABBREVIATIONS PROJECT STATISTICS SHEET INDEX : A L ACCES ACCESSORY LAN LOCALTAREA NETWORK ACH ACT ADA ABOVELCOUNTER HEIGHT ACOUSTICALICEILING TILE AMERICAN'S A WITH LAM LAV LB LAMINATE LAVATORY POUND ADJ DISABILITIES! ACT ADJUSTABLE LT LRV LIGHT LIGHT REFLECTANCE VALUE AFF AL ABOVESFINISHEDDFLOOR ALUMINUM M ALT ARCH AUTO AVG ALTERNATE ARCHITECT(URALI AUTOMATIC AVERAGE MAX MDF MFD MAXIMUM MEDIUM -DENSITY FIBERBORAD MANUFACTURED AND MFR MANUFACTURER AT MECH MECHANICAL B MED MEDICAL MET METAL BLDG BD BUILDING BOARD MIN MISC MINIMUM MISCELLANEOUS BLKG BLOCKING MLWK MILLWORK C CAB CPT CEM CLG CABINET CARPET CEMENT(ITIOUS) CEILING MOIST MOISTURE CIR CONC CLEAR CONCRETE MTD MTL MW MIR N NIC MOUNTED METAL MICROWAVE MIRROR NOT IN CONTRAC- CONT CMU CH CONTINUOUS(ATION) CONCRETE MASONRY UNIT CHAIR NO NTS N20 NUMBER NOT TO SCALE NITROUS OXIDE CTOP CTC CW D COUNTERTOP CENTERCTONCENTER COLD WATER O OC OVHD ON CENTER OVERHEAD OP OPERATORY DBL DOUBLE DEMO DEMOLITION P DEPT DEPARTMENT P PAINT DET DETAIL PNL PANEL DF DRINKINGNFOUNTAIN PORT PORTABLE DIA DIAMETER PREFAB PREFABRICATED DIFF DIFFUSER PLAM PLASTICILAMINATE SITE ADDRESS : CODES USED : FLOOR AREA : BUILDING NET S.F.: STORIES : WATER : SEWER/SEPTIC: PARKING: YEAR BUILT: SPRINKLERS: 120 Andover Park East Suite #160, Tukwila WA 98188 2015 INTERNATIONAL BUILDING CODE. 2015 UNIFORM PLUMBING CODE. 2015 INTERNATIONAL MECHANICAL CODE. 2015 INTERNATIONAL FUEL GAS CODE. 2015 WASHINGTON STATE ENERGY CODE2009 ICC-A117.1. 2015 INTERNATIONAL EXISTING BUILDING CODE. 2017 NATIONAL ELECTRICAL CODE 2015 WASHINGTON STATE CODE AMENDMENTS. PARCEL NUMBER : 022300-0062 LEGAL DESCRIPTION : ANDOVER INDUSTRIAL PARK # 1 TRACT 6 OF ANDOVER INDUSTRIAL PARK NO 2 TGW POR OF TRACT 6 OF ANDOVER INDUSTRIAL PARK NO 1 - BEG SW COR OF TRACT 6 OF ANDOVER INDUSTRIAL PARK NO 1 TH N 00-12-09 W 75 FT TH S 89-40-24 E 273.28 FT PLT S MGN OF SEC TO ELY LN OF SD TRACT 6 TH S 10-32-09 E 75.03 FT TH S 00-12-09 E 2.23 FT TH N 88-55-26 W 70.05 FT TO SE COR OF SEC 23-23-04 TH N 89-40-24 w 216.70 FT TO POB CONSTRUCTION CLASS : MASONRY PRESENT USE : RETAIL STORE DESCRIPTION OF WORK : TENANT IMPROVEMENT FOR COMMISSARY KITCHEN 6.193 S.F. 17,800 S.F. 1 WATER DISTRICT PUBLIC ADEQUATE 1963 YES CONSTRUCTION COST: 200,000 CS1 : PROJECT INFORMATION Al : EXISTING PLAN A2 : FLOOR PLAN A3 : REFLECTED CEILING PLAN A4 : ELEVATION, DETAIL A5: DETAIL 2 S A a n i DIM DIMENSION PLAS PLASTER DISP DISPENSER PLYWD PLYWOOD PROJECT TEAM EVANS BLACK Dr BAKER BLVD 3 NdVd 21]AOQNd JOB SIT STRANDER BLVD K Dr DIV DIVISION DN DOWN R DR DOOR RAD RADIUS DW DISHWASHER RCP REFLECTEDACEILING DWG DWR DRAWING DRAWER REF PLAN REFRIGERATOR E ELEC ELECTRICAL REQ REQUIRE(D) (MENT) REINF REINFORCE(D) (ING) (MENT) ENGR ENGINEER(ED) REV REVISION ENTR ENTRANCE RM ROOM EQ EQUAL RO ROUGHLOPENING EQUIP EQUIPMENT RP RESINBPANEL EXIST,E(E) EXISTING RR RESTROOM EXPS EXPOSE(D) EXT EXTERIOR S F SCR SCRIBE SECUR SECURITY F FIXED SF SQUARETFEET FAB FABRIC SIM SIMILAR FE FINISHEDIEND SPEC(S) SPECIFICATION(S) FIN FINISH SS SOLIDBSURFACE CONTACT: E-MAIL : TEL: XUAN ZHAI XZHAIJSBRL@HOTMAIL.COM 425.894.6977 LANDLORD; ANDOVER120, LLC DESIGN TEAM: CATCH DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 CONTACT: NOS NARIN TEL: 206.322.4323 E-MAIL: NOS@CATCHSTUDIO.COM SCOPE OF WORK FPLC FIREPLACE STD STANDARD FR FRMG FIREPRAT(ING) (ED) FRAMING STL ST STOOL STONE FLR FCIC FLOOR(ING) FURNISHED & INSTALLED BY CONTRACTOR STRUCT SURF STRUCTURAL SURFACE SV SITETVERIFY FOIO FURNISHED & INSTALLED BY OWNER SYS SLB SYSTEM(S) SLAB FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR STN STAIN TENANT IMPROVEMENT: VACANT EXISTING SITE ALTERATIONS TO NEW COMMISSARY KITCHEN, INSTALL KITCHEN EQUIPMENT, AND INTERIOR FINISHINGS PER PLAN (REVISED HOOD DIMENSION, INSTALL CLASS I HOOD 26'-0"AND 24'-0") FURN FURNITURE T LEGEND FS FLOOR SINK TIL TILE FRP FIBERGLASS REINFORCED PLASTIC TBD TO BE DETERMINED G TEX TEXTILE THK THICK GA GAUGE TI TENANT IMPROVEMENT GL GLASS TBL TABLE BUILDING SECTION WALL OR DETAIL SECTION BUILDING SECTION EDI NORTH ARROW GWB GYPSUMEWALL BOARD TRANS TRANSPARENT GYP GYPSUM TYP TYPICAL GR PRINTED GRAPHIC TV TELEVISION H HD HEAD TR U TRIM HDWD HARDWOOD UTIL UTILITY HDWR HM HARDWARE HOLLOWOMETAL HORIZ HORIZONTAL UNO V UNLESS NOTED OTHERWISE DETAIL SECTION INONDIRECTIONAL) ENLARGED DETAIL REFERENCE i q 1 FIRST ROOR PUN 1/C= I'd CENTERLINE DRAWING LABEL VA RPsragoR R.i ELEVATION TARGET GRAPHIC SCALE HR HW HOUR HOT WATER VAC VERT VACUUM VERTICAL HT HEIGHT VFY VERIFY HVAC HEATING,A VENTILATING, VIF VERIFYAIN FIELD ANDTAIR,CONDITIONING VIN VINYL W EXTERIOR ELEVATION INTERIOR ELEVATION BREAK LINE ( 1 REVISION CLOUD AND NUMBER INFO INSUL INFORMATION INSULATION W WC WITH WATERYCLOSET OFFICE 046 ROOM NAME AND ROOM NUMBER oorar SPOT ELEVATION INT J INTERIOR WB WD WALLIBASE WOOD WH WATERAHEATER MEN HEIGHT HEIGHT CEILING HEIGHT AI ION AUGN NOTE JAN K JANITOR WOD WAO WASHERCLODRYER WITHOUT WT WEIGHT KIT KITCHEN WP WEATHER PROOF +46" INDICATES HEIGHT ABOVE FINISHED FLOOR OR ABOVE FINISHED GRADE TO TOP OF DEVICE. WINDOW NUMBER CD DOOR NUMBER COLUMNS GRID AND BUBBLES WALL TYPES VICINITY MAP SCALE N.T.S 3 )I21Vd 213AOaNV 11111,11111111111: Evhtirig acces jble path of travel, land curb ramps. Existing van accessible parking s 3 )Id1Vd 213AOGNV SITE PLAN FED EX OFFICE PRNT & SHIP CENTER LUMBER LIQUIDATORS SUITE *100 VACANT SUITE #120 IMPRESS SUITE #140 DOUGH ZONE JOB SI Accessible Spaces 44" min. width paved walkway to building entrance. Sign with intemational symbol of access, 80" min. to bottom of sign. "Van Accessible" sign below international symbol at all van stalls. International symbol of access painted on paving (recommended but not required) Firm, stable (paved) surface sloping not more than 1:48 Walkway stripes painted on surface to discourage parking Vertical clearance for vans is 98" min. NOTE: See Page 2 for detectable warnings. Van space jr 81-Van Standardi Plan View fr)..2 Full length of parking space GREEN RIVER Permit No. ordinance Receipt c. air cv,sc4„„‘Coov and co Date i co ADA PARKING DETAIL Flared sides 1:10 max. slope ()SIDEWALK RAMP Flared sides 1:12 max. slope ©ALTERNATE RAMP FOR EXISTING WALKWAY ONLY Sign white symbols and fetters on blue background International symbol of access "State Disabled Parking Permit Required" "Van Accessible" see site plan for location Install one sign at head of each designated accessible parking stall ©REQUIRED SIGNAGE AMERICAN SEPARATE PERMIT Mechanical / Electrical 3,1 Plumbing BE Gas Piping City of TokyAla BUILDING DIVISION PF EXISTING PARKING REVIEWED FOR CODE COMPLIANCE APPROVED FP - City of Tukwila BUILDING DIVISION @PIVErgl DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL: 206322.4323 FAX: 206.322.9177 WWW.CATCHSTUDIO.COM PROJECT TITLE: SHEET TITLE: tistied DIB-02 REVISIONS: DOUGH ZONE COMMISSARY KITCHEN 120 Andover Park East, SUITE 160 Tukwila, WA 98188 THAN SUTAN STATE OF WASHINGTON PROJECT STATISTICS VICINITY MAP SITE PLAN o scone c :an review. sy clan DRAWN: NARIN NOS 6 DATE: 11/07/2019 SCALE: AS NOTED SHEET# s r ROLL UP GARAGE DOOR EXISTING PLAN SCALE: I/8"=1'-O" 7' METAL COLUMN —e' 1" EXISTING ELEC PANEL 7METAL COL EXISTING ELEC PANEL OUT OF SCOPE NO WORK PROPOSED (EXISTING RETAIL) IMPRESS _7„ OUT OF SCOPE NO WORK PROPOSED OUT OF SCOPE NO WORK PROPOSED EXISTING RETAIL) LUMBER LIQUIDATORS • _;.-v..... ..,. _,..._..t,.. ... .. .. ... a.-� .. :r... n.-�*.�....o. .�x. ^.�,..rr, ,.x .w.:.cac u. .. n.evv... x.., _l R. ..., ......... 1\ SUB BEAM 19'-9" A.F.F. SUB BEAM 19'-9' A.F.F. SUB BEAM 19'-9' A.F.F. SUB BEAM 19'-9' A.F.F. SUB BEAM 19'-9" A.F.F. SUB BEAM 19'-9" A.F.F. F. SUB BEAM 19'-9' A.F.F. SUB BEAM 19.-9' A.F.F. SUB BEAM 19'-9" A.F.F. OUT OF SCOPE - NO WORK PROPOSED (EXISTING RETAIL) IMPRESS SUB BEAM 19'-9' A.F.F. SUB BEAM 19'-9' A.F.F. SUB BEAM 19'-9" A.F.F. :-- n r... F. 1 SUB BEAM 19'-9" A.F.F. Lc SUB BEAM 19'-9' A.F.F. i SUB BEAM 19-9' A.F.F. i SUB BEAM 19'-9' A.F.F. SUB BEAM 19'-9" A.F.F. SUB BEAM 19'-9' A.F.F. SUB BEAM 19'-9' A.F.F. 1 Fi SUB BEAM y - Y OUT OF SCOPE NO WORK PROPOSED 19'-9" A.F.F. SUB BEAM 19'-9" A.F.F. SUB BEAM 19'-9" A.F.F. SUB BEAM 19'-9' A.F.F. B BEAM 19'-9" A.F.F. SUB BEAM 19'-9" A.F.F. SUB BEAM 19'-9" A F F . F.. Fd i SUB BEAM 19'-9" A.F.F. SUB BEAM 19'-9' A.F.F. SUB BEAM_19'-911.4 F.F SUB BEAM 19'-9' A.F.F SU8 BEAM i9'-9' A.F.F. R. 3I3 3 SUB BEAM 19'-9" A F F I SUB BEAM 19'-9' A.F.F. OUT OF SCOPE NO WORK PROPOSED 4 F. t' SUB BEAM 19'-9' A.F.F. SUB BEAM 19'-9' A.F.F. SUB BEAM 19'-9" A.F.F. SUB BEAM 19'-9' A.F.F. SUB BEAM 19'-9" A.F.F. SUB BEAM 19'-9' A.F.F. SUB BEAM 19'-9' A.F.F. (EXISTING RETAIL) LUMBER LIQUIDATORS �I ... � IId... e. n..gn;gQ M4 LYl9'®^vll9��iv �.av+P •Y.iwv2F4'%V�••w:Ma�_a.. a.... .-.u—. �In.4.a .. ... .�, we. .,._Y..Sn ... +dam �.. . ,.. 4...r .r.:.W. •... a.nJnID.. i .....19'-7 ..,.. � .•..aT wo�w.e+... t� i _ . w. t'•. .. .. .. ,. ar. n. f..i tp``'.F. ... .19 .-J -e .• Jn•n+a WR y.a ..a...a. ..... .19'_T' 14-2" .. 19'-7' 19'-71 i. 19'-2" 19 7 2' 1 9 2 EXISTING ROOF FRAMING PLAN SCALE: I/8"=1'-D. D ESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL: 206.322.4323 FAX: 206.322.9177 WWW.CATCHSTUDIO,COM PROJECT TITLE: ARCHITECT: DOUGH ZONE COMMISSARY KITCHEN 120 Andover Park East, SUITE 160 Tukwila, WA 98188 6192 n REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON SHEET TITLE: REVrSIONS: EXISTING FLOOR PLAN EXISTING ROOF FRAMING PLAN 1. ': E D 1(Vv'fl� Nog p 8 Z819 PE13;r11( CtN 1 ER REVIEWED FOR CODE COMPLIANCE APPROVED N0V 22 2019 `City of fukwifa BUILDING DIVISION DRAWN: NARIN NOS DATE: 11 /07/2019 SCALE: AS NOTED SHEET# A DreLroz7/ MAIN ENTRANCE INSTALL ACCESSIBLE EXIT SIGN. A SIGN THAT READS "THIS DOOR TO REMAIN UNLOCKED WHEN THE SPACE IS OCCUPIED-. WIRE SHELVING 24k77 EXIT A 33'-11' 3 3 Ed tiuJ oe 3 3 3 EMERGENCY EGRESS PATH MIN 44"WIDE TYP. 3 ROLL UP GARAGE DOOR Ek T METAL COLUMN LOADING ARM EGRESS PATH EGRESS PATH EMERGENCY EGRESS 64'-1" 0 5 0 0 DINING 313 S.F./15 = 21 OCCUPANTS (ABLE HEIGHT SEATING IEXITI ( O 21 000 • �,� 0 RECEPTION 138 S.F./100 = 2 OCCUPANTS T METAL COLUMN SHELVING RE ELVI G W ES LV 000 0 3 ae 3 9 003 1 9 PATH MIN 44" WIDE TYP. SLIDNG DOOR I\ KITCHEN GROSS FLOOR AREA 5,440 S.F. 200 = 28 OCCUPANTS WALK IN FREEZER 500 S.F. -10 uJ" 3 0 3 z n N 3 3 -00 20 3 WIRE SHELVING 24'k60' ,2. 5.. WIRE SHELVING 24'k60' WIRE SHELVING 24'k60' x wA EGRESS PATH SLUNG DOOR C^ I 3 BAR HEIGHT °SEATING 0 121'-10- E) ELECTRICAL PANEL LEARANCE SPACE 36'k36' UNISEX RESTROOM UNISEX RESTROOM L SLUING DOOR 20 WALK IN COOLER '13 500 S.F. 9 N ccg -0 W RE SHELVING WIRE SHELVING 24k60 24'k60' 20' v WIRE SHELVING 24'k60' 9N EGRESS PATH -� 51'-3' GAS METER 'Saf'JT3€Z R .i.Nf4a3MOZMOC`Ss¢ sr r- v -r w 20' WALK IN COOLER t9 500 S.F. 3 9 2 3 0 z A -0 2 S L. 3 •I WIRE SHELVING 11 2060" 0 w 3 o- 3 p 0-- WIRE SHELVING 24k60' 20' WIRE SHELVING 24'k60' 134'-2' MEA SINKW/ LD F 4S I.T.F. IIARRICADE H ICOMP. SNK T 1.7 A man F1 111 Zama / VW VW 1 COMP.6INK w w L_ WORK TABLE 24k72' (E) ELECTRICAL PANEL CLEARANCE SPACE36'536", EMERGENCY EGRESS B3 PATH MIN 44"WIDETYP, 10' 1 WORK TABLE 30k60" WORK TABLE 30k60' L?) FD® 10' 9 fltIC4 ., • BttOW G' GREASE INTERC T u 3 WORKTABLE 30k60' V, Y ll 3 WORKTABLE FDG EGRESS PATH e WORK TABLE 24'502' A.. ORto 4' PAT M • P EGRESS PATH 3 WIRE SHELVING 2411472" WIRE SHELVING to WIRE SHELVING 24k72" 4. 24k77 19 19 CY EGRESS 4"WIDETYPPP7- 3 COMP. SINK 12' 0-- OUT OF SCOPE NO WORK PROPOSED 4' 4I-71 _. COMB! OVEN S/S TABL GRIDDLE S/S TABL EGRESS ATH 4 (EXISTING RETAIL) IMPRESS w' �‘/ ' .7 MESH ING / Hs. 24k77 A B A4 }% 177 15 FD E DISTANCE - - TO NEARSEXIT =106 13'6" 24 WORK TABLE 60k72' WORK TABLE 60k72' 4'M BRAISING �1 PANS/ TILTING SKILLETS BRAISING PANS/ TILTING SKILLETS BALD' PRIOR \I/ /I I C1I"�I X�11 FD4R 3 �mr DISTANCE TO NEARS DM =133 EQUIPMENT SCHEDULE G SUPPLIER z E z O DESCRIPTION 14 x SPARE NUMBER 112' 1/7' 7 INDRECT DR N 15 x 2 WORK TABLE WITH SINK REGENCY 30k72' #600ST3072LFT 1/2' 1/2" 7 INDRECT DRAT MANUFACTURER MODEL NUMBER DIMENSIONS (L.XD.XH.) ELECTRICAL PLUMBING GAS o- x O 3 O x z U BTU NOTES 1 X 2 BRAISING PANS/ TILTING SKILLETS (40 Gallons) CLEVELAND #SGL-40TR 148567'x40") 10 120 1/2 1/2 0-2' 3/4 130,000 2 X 2 LEG TYPE. GAS -FIRED KETTLES CLEVELAND KGL80T NAT 153"x49'k44 3/4") 10 120 1/2 1/2 a-2" 3/4 190.000 3 X 2 BAKERS PRIDE PBS-182-2-D CPG #35136CPG6BOBNAT/LP 3/4 180,030 4 X 2 OVEN RATIONAL B619206.19.E202 VULCAN VCRH316-I (36"X 20" 14') 3/4 49.000 5 X 2 DEEP FRYER PITCON SGI 4S NAT (15 /X 34 } X /I) 3/4 110,000 6 X OVEN TOWN-Y-1-SS-N-20 (30" X 41" X56 1.2 3/4 170,000 7 X 2 6 BURNER (WORK TOP) VULCAN VCRH36-1 3/4 25.000 B X GRIDDLE PITCO PI8024SSTC (267(35-X431 115 3/4 120,000 9 X WORKING TABLE 30X24" REGENCY (30k24i30") 10 X 1 REACH -IN FREEZER AVANTCO #A-49F-HC 54' 154"x32k87) 115 11 X 7 MOUNTED HAND SINK ADVANCETABCO #7-PS-40 (18x15) 1/2' 1/2' 2' DIRECT DRAM 12 X 2 W ORKTOP REFRIGERATOR AVANTCO #SS-WT-48R-HC 48" 141rx30k36") 2.7 0.5 115 16 17 18 x x x WORK TABLE 305(72" WORK TABLE 30560" WORK TABLE 24k77 19 x WIRE SHELVING (24k17) REGENCY #24'k77 NSF CHROME H.74' OCCUPANCY LOAD: HS 11 2 Err WIRE SHELVING FLOOR AREA: 6,193 S.F. ROOM NAME 1. DINING RECEPTON FLOOR AREA OCCUPANT LOAD FACTOR OCCUPANT LOAD 313 S.F. 15 NET UNCONCENTRATED 21 138 S.F. 100GROSS (BUSINESS) 2 TOTAL OCCUPANT LOAD: 51 OCCUPANTS TOTAL 20 WIRE SHELVING (24"x60, REGENCY #24"x60" NSF CHROME H.74" 21 HOT WATER TANK 22 MOP SNK DRECT DRAIN TABLE 1004.1.2 A OCCUPANCY FLOOR AREA IN SQ.FT. PER OCCUPANT 23 ICE MAKER 24 WORKTABLE (ann.) CUSTOM 25 WORK TABLE (60"x72') CUSTOM 26 MIXER HOBERH 30 QUARTS IHL300) 9.5 27 MIXER 18 ASSEMBLY WITHOUT FIXED SEATS UNCONCENTRATED (TABLES AND CHAIRS) 15 NET BUSINESS AREAS 100 GROSS KITCHENS, COMMERCIAL 2C0 GROSS EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2-1008.3.8) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emersency power. system shall provide power for a titTfabolt..0040T. leis Stan *Oh* and shall consist of Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at Ilkimination levels shall be permitted to dectine to 0,6 fookandle *Velar and a minirnurn- at any Point of 0.00 footcandle at the end of the emergency fighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 sha/I not be exceeded. OUT OF SCOPE NO WORK PROPOSED (EXISTING RETAIL) LUMBER LIQUIDATORS OOM FINISH SCHEDULE 2015 IBC SECTION 1008 MEANS OF EGRE ILLUMINATION REQUIRED The means of egress serving a room or space illuminated at all times that the room or space is illumination level shall be not less than 1 'token walking stir/ice. In the event of power supply failure in burnialdeylCairnsggeSnUthPyatrP require a y_si In the event of poweriumareja_rooms-and-spaies that require two or more means of egress, an e e c electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairw and amps. two or more means of egress an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stainvays and ramps. 2. Interior and exterior exit stairways 8, ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge all be t the shall ROOM WALL CEILING FLOOR COVED BASE COUNTER RECEPTION GYPSUM WALLBOARD/PAINT EXPOSED CEIUNG CERAMIC TILE 4" TILE BASE GRANITE 2 DRY STORAGE 1 GYPSUM WALLBOARD/PAINT EXPOSED CEIUNG POLISHED CEMENT FLOOR 4" TILE BASE STAINLESS 3 DRY STORAGE 2 GYPSUM WALLBOARD/PAINT T-BAR CEILING NON -SLIP CERAMIC TILE 4" TILE BASE STAINLESS 4 PREP AREA/KITCHEN WATER RESISTANT GWB BEHIND PLUMBING FIXTURES 8' FRP AROUND WALLS TYP. T-BAR CEILING - WASHABLE CEILING TILE (WATERPROOF -USDA, FDA, HEALTH DEPT, CFIA APPROVED NON -SLIP CERAMIC TILE 4" TILE BASE STAINLESS 5 RESTROOM WALL TILE DRYWALL CERAMIC TILE 4" TILE BASE GRANITE 28 SPARE NUMBER 29 I COMP. SINK (LEFT) INDREC7 DRAIN za 1 COMP. SINK (RIGHT) ADVANCE TABCO #FC-1-1818-18R 1/2' INDRECT DRAM 31 GREASE INTERCEPTOR DOOR SCHEDULE DR# WIDT HT. THK. DOOR MAT/FIN. DOOR TYPE REMARKS HARDWARE GROUP KEY NOTES 001 1-3/4" ALUM. FRAME/W GLAZING (IXISTING) EXTERIOR DOOR 002 31-01 1-3/4" ALUM. FRAME (EXISTING) EXTERIOR DOOR 13 X 2 3COMPARTMENT SINK REGENCY #600S31818218 DIRECT DRAIN EXIT EXIT EXIT DISTANCE TO NEAREST EXIT DISTANCE TO NEAREST 1,658,000 TOTAL BTUs CODE COMPLIANCE PLAN LEGEND : 101 FS EXISTING WALL NEW DEmISING WALL NEW FULL HEIGHT WALL NEW PLUMBING WALL EXISTING FLOOR SINK FLOOR DRAIN @PIVEN DESIGN STUDIO SEATTLE, WA 98122 TEL: 206.322.4323 FAX: 206.322.9177 WWW.CATCHSTUDIO.COM 033 1-3/4" SOLID CORE WOOD (EXISTING) 004 1-3/4" SOLID CORE WOOD (NEW) INTERIOR DOOR POSTED RESTROOM 035 1-3/4" SOLID CORE WOOD (NEW) INTERIOR DOOR POSTED RESTROOM 006 STAINLESS SWING DOOR (NEW) INTERIOR DOOR POSTED KITCHEN ROOM 4,10,14 007 1-3/4" SOLID CORE WOOD (NEW) INTERIOR DOOR POSTED SAUCE ROOM 008 1-3/4" STAINLESS SWING DOOR (NEW) INTERIOR DOOR POSTED KITCHEN ROOM 4, 1C, 14 009 1-3/4" STAINLESS SWING DOOR (NEW) INTERIOR DOOR POSTED KITCHEN ROOM 4, IC, 14 THIS DOOR SHAL HAVE A SIGN THAT READS "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" ) ALL DOORS REQUIRED FOR ADA COMPLIANCE TO BE FITTED W/ APPROVED LEVER -TYPE HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. HARDWARE GROUP KEY NOTES 1. PANIC HARDWARE 2. PUSH BAR 3. EXTERIOR PULL HANDLE 4. INTERIOR PULL HANDLE AND PUSH PLATE 5. COMMERCIAL UNLOCKED INDICATOR 6. PRIVACY, LEVER OPERATED HARDWARE 7. KEYED LOCKSET (SECURITY) 8. RIM CYLINDER LOCK 9. CLOSER 10. KICK PLATE 1 I. WEATHER STRIP 12. THRESHOLD 13. TOP & BOTTOM PIVOT 14. HINGE DOOR NOTES 1. FINISH ALL WOOD DOOR/ WITH CLEAR COAT SURABLE FOR EXTERIOR USE 2. DOORS WITHIN THE PATH OF TRAVEL FOR HANDICAPPED TO BE OPENABLE WRH A SINGLE EFFORT BY LEVER, PANIC BAR OR PUSH/PULL HARDWARE. 3. EXIT DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. DOOR CLOSERS TO BE ADJUSTED TO PROVIDE FOR A MAXIMUM EFFORT TO OPERATE OF 15 LBF. 5. THRESHOLDS SHALL NOT EXCEED 1/2' IN HEIGHT 6. BOTH SIDES OF DOORS SHALL BE FINISHED THE SAME, UNLESS OTHERWISE NOTED 7. ALL LEGAL EMI'S SHALL BE PROVIDED WITH SELF-ILLUM EXIT SIGNS HAVING 6" LETTERS WRH 3/4' STROKES IN CONTRASTING COLOR& 8. HARDWARE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER HARDWARE INCLUDING BACKSETS, STRIKES, ETC. 9. THE OPENING FORCE FOR ACCESSIBLE EXTERIOR DOORS SHALL NOT EXCEED 8 1/2 POUNDS FORCE. PROJECT TITLE: ARCHITECT: DOUGH ZONE COMMISSARY KITCHEN 120 Andover Park East, SUITE 160 Tukwila, WA 98188 SHEET TITLE: REVISIONS: Et 92 REGISTERED ARCHITECT THAN SUTA11 STATE OF WASHINGTON FLOOR PLAN re - REVIEWED hu CODE COMPLIANCE APPROVED CITY OF TUKWILA NOV 08 2019 ERMIT CENTER City of Tukwila BUILDING DIVISION DRAWN: NARIN NOS SCALE: AS NOTED SHEET# A2 DTe?-02 7/ EGRESS ILLUMINATING UGHLW/BACK-UP BATTERY. TYP. EGRESS ILLUMINATING UGHT W/BACK-UP BAnERY. TYP. EGRESS ILLUMINATING UGHT W/BACK-UP BATTERY, TYP I I EX 19'- Fair �1 ED CEILING „F AW Saha EXPOSED CEIL v19'-9" A.F.F. ; RESS ILLUMIN �.71NG HT W/BACK-UP TTERY. TYP. I EXPOSED CEILI I9'-7 A.F.F. EGRLLUMINATING UG4IT W/BACK-UP ATTERY, TYP. WALK IN COOLER 500 S.F. 40111/ALXIN000LEHCE1104 ID LEP. EGRESS ILLUMINATIN UGHT W/BACK-UP BATTERY, TYP. DAYLIGHTING ZONE EXPOSED CEILING 19'-7 A.F.F. EGRESS LLUMINAfNG UGHT W/BACK-UP BATTERY, TYP. NISI DRYWALL \ CEKin EGRESS ILLUMINATING LIGHT W/BACK-UP BATTERY. TYP. EGRESS ILLUMINATING LIGHT W/BACK-UP BATTERY, TYP. smie-a ' SOUS wwm ,_rewrer<swum.. reimii••-SrSwWw.W�Wa. 1MN U�� U . , ' B . , 1 EGR>. ILLUMINATING UGHT W/BACK-UP BATTERY, TYP. lt/ALK IN FREEZER 500 S.F. WAUt IIH @2mCDUlo la A.F.F. EGRESS ILLUMINATIN LIGHT W/BACK-UP BATTERY. TYP. 1 S LIGHT W/BACK-UP TTERY. TYP. WALK IN COOLER 500 S.F. G 011MLL wmOLER ELXc 10 AF.F. la________ EGRESS LWMINATIN UGHT W/BACK-UP BATTERY, TYP. 11 REFLECTED CEILING PLAN SCALE 3/16" = i'- 0" Interior Lighting - Building Area Method Fen (Or Comrercial BUKhya (Wwdag R2. R3, R4 over 3 Slone' and LTG-INT-BLD 2015 Wslergbn Stew Energy CWe Cmplrnce b RI Rooted Auawal 2016 Project7Ble: DOUGH ZONE COMMBARY KITCHEN Date 11/7/2019 Calculation Area"' C O Addition- Q Attrition stare tieing a Spaces snore <50%of • spaces ewers a 50% of Q Lminlluminairese am replaced luminairesre s arepaired Far BSII&Ig Dep•enert Use LI'A Calculation Type 0Standad O Additional Efficiency Parlageg,8on A C408.3 Rodlced Manor Lepers, Power To wmplyWM C406.3. per Proposed LPo shall be 25% lover th9r. To Terser LPA Refer to C406.3 for eddieonetrpdmmeres Maximum Allowed Ligh ing Wattagem I Brewing Area Location (eon p roan O, or ALL) Area Daunt:Won Cross hearer Area in A' Mowed Wats awe Wale Mowed (waewtxem) OINrg: Cablenwipt food RECEPTKIN 734 0.72 529 p1°ra' CafeladafFasl food DRYSTORAGE1 1410 0.72 10L6 011i%: Ceberiaaest food PREP AREA 1 1263 0.72 910 Ming: CaNMlasest food PREP KITCHEN 133 0.72 528 Tore 4140 I Proposed Lighting Wattage Bubilg Ara LOFeean (Wan O, room 0) Fehr Deeaipson' 214e Nttm of FiMres Welts per fitre NOITa Web Pmpoaed Oi14%: Caleetetasl food STORAGE LED-HIGHBAYLKYIT 20 40 800 Dining: Cefedafeu food PREPA(RCHEN FLUORESCENTFOCIURE 45 32 1440 Dining: CaNWIaftM bad RES1RDCM RECESSED101T 2 L3 26 mime: Cafeteria/fast aAeulood WRES1OM EXHAUST FAN 2 9 13 DINrg. Cabbnateu food STORAGE EXRLGHT 3 5 15 Dining: CaretenaAast Food SHWA -F EMERGENCYLn4T 18 5 90 Compliance by Building Area'^" Buldhg Area Warnings Yore Altered Wets Tired Proposed Walt t`Mr Lighting POaWAlerslte Dinrg. CafelenaRasi boa 2983 2389 COMPLIES Lighting Summary LGT-SUM 2015 Wren Ion Sale EaergY Cos* Constance 'Cone for COmnerder Deed kge Includhg R2. R3. R4 over 3 strides and N RI Paabd oft 2018 Project Info COmptianoe Icons do not requirea pesswradto MaWt'onal and calculatingcells are wife - protected. PnNoiTlb: DOUGH IONECOMMSARYKITCHEN Dab 11/7/2019 Applicant Information. Provide contact Mbmletion for Nldn4tltW who cen respond to ingdnes about compliancebnn infomtesw provided. For Butting Depanmmnt Use CCmpary None: DOUGH IONECOMI•SARY KITCHEN Company Attest 120 ANDOVER PARK EAST SURE 114 TUKWILA. WA 981 Applcad Name NOS HARM Applcrt PION: 3064224323 Applcan Eret nossgeetehetudkowam Project Description QHaris Inducted wth l/gheng compliance forms • New Buinng DAdMtloe Ji A6ereon Mdude PROJ-SUM form (included in envelops forms Ilpltwk) Building Additions Refer to Section C502.2.8 for additiabi- requirements. aomPtenos Method L1gheng sgbmsr addition area comply with al aptluble en:Wi ns as a etaM alone nevi wrebuchm papa Lighting systems In a6dbtn are tontines owl stating battling 1gMkg systems to demonstrate conscienceI 1 et•NorSCYYg Ueda''limo' O Of... • ; L] 1..-... Adateo is combined with existing: For Interior rgnerg pm/aot indium new + existing baron whimsRxpn aaaage M Prope6M Lghong Wattage Ohre in LT(3INTSLD orLTGWTSPACE loon. Forexterior'tenting moats include new. exiesnp exterior lighting dxtne twangs In Proposed Tradable end Proposed Non -Tradable Lighting Wattage tables in LTG-EXT form. Interior and Exterior Li Lighting Alterations g50%a Se/edr/ Lighting Power CBndd elementsmat Oily mat.tpry0Cl. e xi spaces 50% of Pre in same areemplacedn in soofare cos, end Rkiues era eplacadM Dravida separate fighting complieaxbrms for conditions. Spada under9an9 type 0l reboil may be Iigheg poser compliance Rorer In Section C503.8 equimmenrS AO agantiwlgheng controls commissioned No deeps an&Mg me Interior orexerbr systems rd exbrMg uses and conigumdon changed and Lighting apply to are scope Iprejectindudesa ns 0 less Then W or more of Me 50% erere of he eOaers. Then potter Lighting Power 1 wrier llgmr I Parking garage EtlaigtCry more OreWtlrg are meptece0 I 1J] ��_.___.-__... T 1 • I • 0 __...__..._..__._._. O Lmc trn60% DI••••gsrwrpb$Wl • ...__...__ ... }. ...__._.. _ arty L—ems ng tow ballast replacement increased a'sting bM wattage opt ilpeaaed i L7 .._ MEVarmor•npucsd-Tgaipgid C405BrNMW• d. newlg+biMmgngxWes bgfuW mw•edsbhgb+wmwin bet LPApr Sections C405.4.2 taleand in Pnposed Lighting Wattage tablein LTG-INT-8LO, LTGfNTSPACEof Less ban 50% rspewd- Total lighting potter ofnew +existing.bvwmaM Me total fighting power prior to attention. include new+ 9xb0gto+amai LOON Wattage table in LTG-WT-BLD, LTG4Nr•SPACE ofLTG.EXT 50% threshoM apptes b number of luminaires for interior spaces Installed teenage for eighty luminaires, 0 ._.... Mum LTG-EXT fixrues (alums lam. and parking evades fixeumnfNYtiBa.. fixtures in form. shall not sweet in the Proposed and Mal tbhe Mo retrofit Me same combined Info one form. for additions! shatbe madeb hos° spew an nor Lighting Controls l teeriorligltirg —.__..____.. .....-_. __...... .., ..___.v._....___.y.._ New siring m•Isbd to sane added t Mans andmor hoses relocated to 0 new drugs) i PeAeng garage 13 I 13• 1 m controls CS Pat 0 wi a re uir C40 controls M required es noted for New wn&Ola that apply be donoteppiyb I Exterior igNitg I • I . New or rat lgMng panel I • Lawlor space lsrecaigsM - I L7 Iteanires uldbrged or retriedi New wiring orcwa,K- For interior lighting21. $lgmprovide spored occupancy fie lighting ti nwrcws pers C 052.5. F, r eNgrmghting, speahe/gtrtp co 8dspe C105.2S.Fa exterior lighting, New armoved pan eI• Provide etepptimbbligMing werbds belch contblaper C90S2.2. ReONIfipured MNM,SAM• Provide an repaired lighting space. Applicetinnspedfclighting coning ppvisionsper C405.2.5 Ca05.1$..ti -- averC405application. 052.T. Wiring Wiringardautomatic new lntenor moon/awed Change of Space Use O Existing Elner Igwmg systems in areas Wer-going a cnrge in space use are tpgmded to comply wBb LPAs M 0e row space types per Tabby C405.4241) p C40642(2). b81* in nnorspews egWWkgLPO upgrade lu the current Code in Proposed Ligh8ng Wattage table M LTGWT-81.D or L rG W TSPA GE Rem. EGRESS LLUMINATING LIGHT W/BACK-UP BATTERY, TYP. girs' ail all mansore rm. a ME PAINSIME TM Pin : a a a fie MIN 1111 iti um Me a EGRESS LLUMINATING UGHT W/BACK-UP BATTERY, TYP. IfLIGHTING FIXTURE SCHEDULE SYMBOL IT7 SYM NO. FIXTURE Olt MANUFACTURE MODEL NO, WATTS LAMP P1 ® LED BAY LIGHT 10 LR1707 SINGLE HIGH POWER LED 40 LED I� Sky,- \ Pi FLUORESCENT FIXTURE (KITCHEN) AMERICAN FLWRESCEM 32 FLUORESCENTIk.i R RECESSED LIGHT 1 (WHITE RECESS LED TRIM 13 LE) +- ��-1 N20CFAq A EXHAUST FAN (120CFM) 2 PANASONIC FV-05VO3 9 80 CFM lie E1 EXIT LIGHT 3 V900 SERIES 5 BATTERY BACKUP AIL) � I/ IJ 132 EMERGENCY LIGHT 1e V901 SERt3 5 BATTERY BACKUP �l 1 L5 TRACK LIGHTING _ 2 Pro Track Lays Linear 34igM Black LED Bulet Track Kit 120 LED e Q J u IRp) ei WAIL SWITCH (+481 r ilk ei WALL SWITCH W/OCCUPANCY MOTION SENSOR (+481 USE FULL AUTOMATIC ON CONTROLS IN RESTROOMS L OFFICE. (+03� WAU.SWITCH WITH DIMMER (+481 Ps WALL SWITCH WITH TIMER (+48) Dining: People outdoor allow rate In oreoihing zone, Rp CFM/Person = 7.5 Areo outdoor crfow rah h treading zone, Ro CFM/sq.FT o = .I8 Exhaust aklrow rate CFWsq.FT o = NA Restroom: People outdoor o68ow rate in breathing zone, Rp CFM/Person = no u Area outdoor airflow rote h breottdng zone. Ro CFM/sgFT a -no N Eldwust airflow role CFM/sq.FT a=25/SQl / Kitchen: People outdoor airflow rate In brsall*g zone. Rp CFWPerson s no I�atikaSiateds.Area outdoor °.LittILmetwz.irflow rate in :ti^g R° M/� a R ...` ........ —.A.-2 •rA9rrc41 DESIGN STUD 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL: 206.322.4323 FAX: 206.322.9177 WWW.CATCHSTUDIO.COM I O EGRESS ILLUMINATING UGHT W/BACK-UP BATTERY. TYP. ANNIMbeetit II> a NG 0 8 as EGRESS ILLUMINATING LIGHT W/BACK-UP BATTERY. TYP. s35:z1KllTBaiCAI'•. al 12 GA. MIN. HANGER WIRE @46' O.C. MAX. & W/1 g' OF CEILING OR WALL DISCONTINUITY; PROVIDE ADD'L WIRE W/1 3" OF EA. CORNER OF EA. FIXTURE. PROVIDE (2) ADD'L WIRES TO OPPOSITE CORNERS OF FIXTURE (MAY BE SLACK). RUNNER; 12O GA. RUNNER; 12GA. IN WIRE TYP. 451dAX.,TYP. ISOMETRIC VIEW 4 RJaa� STRUCTURE ANALYSIS OF .t Y y SUSPENDED CEILING IS DEFERRED SUBMITTAL PROJECT TITLE: DOUGH ZONE COMMISSARY KITCHEN 120 Andover Park East, SUITE 160 Tukwila, WA 98188 teat - STEEL STUD COMPRESSION POST OR ROD, OR OMIT PER NWCB SUSPENDED CEILINGS 401 NOTE: "Sr ATTACH GRID BRACING ASSEMBLY @12' O.C. MAX. START FIELD 4'-O" FROM PERIMETER DEMISING WALL NOTCH AS REQ'D FOR CEILING PANEL ARCHITECT: 6192 n REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON X.,TYP. 12 GA. HANGER WIRE PARALLER TO CROSS TEE, ANCHORED TO MAIN RUNNER NOTE: LIGHTS & MECH. GRILLS SHALL BE MECH. FASTENED TO GRID. SECTION 1. SUSPENDED CEILNG SHALL BE DESIGNED TO MEET THE FORCE LEVEL AS PER 13.5.6.1 AND THE REQUIREMENTS FOR SDC "D" AS PER 13.5.6.2.2. (THE REQUIRED 7 PERIMETER CLOSURE ANGLE) ATTACH TO WALL ANGLE@ TWO ADJACENT SIDES 2X2 ANGLE MOLDING SIDE VIEW @ WALL CEILING GRID DETAIL SCALE : N.T.S. SHEET TITLE: REFLECTED CEILING PLAN DETAIL STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMATER COMPONENTS FROM SPREADING APART. PERIMETER WIRE ±10°FROM VERTICAL AX. 8" 1' g,V I WED FOR CODE COMPLIANCE APPROVED NOV 22 2019 CI of TukW- REVISIONS : BUILDING DIVI CITY OF TUKWILA NOV 082019 aERMiT CENTER SECTION #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE OR TO THE WALL ABOVE THE CEILING STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING ARART. HEAVY DUTY MAIN TEE & — CROSS TEES AWN: NARIN NOS DATE: 11 /07/2019 SCALE: AS NOTED SHEET# A3 -D27/ TYP. INTERIOR WALL ASSEMBLY: 3 5/8" METAL STUDS @ 16" O.C. WITH 5/8" TYPE X GYP. BD. ON BOTH SIDES -TAPED, SANDED SMOOTH, PAINT GRADE FINISH (TYP.) SILL TRACK SECURE TO EXISTING CONCRETE SLAB W/ 1 /4"Rix1" SPLIT CONCRETE EXPANSION ANCHORS @16' O.C.& WITHIN 6" OF END RUBBER COVE BASE G TOP/W 3/4" FINISH WOOD COVING OISTURE RESISTANT %" GREEN BOARD E/S AT WET AND MOISTURE AREAS EXISTING CONC. FLOOR SLAB FINISH FLOOR AS SPECIFIED TYP. NEW INTERIOR PARTITION WALL SCALE : N.T.S. CONT. 20 GA. TOP TRACK SUSPENDED T-BAR CEILING WHERE OCCURS. SEE REFLECTED CEILING PLAN. TYP. INTERIOR WALL ASSEMBLY: 4" METAL STUDS @ 16" O.C. WITH 5/8" TYPE X GYP. BD. ON BOTH SIDES - TAPED, SANDED SMOOTH, PAINT GRADE FINISH (TYP.) FLOOR TRACK TO BE ANCHORED TO EXISTING CONC. SLAB W/ POWER DRIVEN FASTENERS AT 16" O.C. (TYP.) RUBBER COVE BASE SEALANT FIRESTOP TO FINLSH FI OOR GWB OR FINISH MATERIAL PER PLAN ACOUSTICAL INSULATION WHERE INDICATED ON PLANS BASE PER PLAN RAMSET SHOT PINS @ 2'-0" O.C. (1.125" DEEP PENETRATION, MIN. SHANK DIAMETER TO BE 0.140"), TYP. 25 GAUGE UNPUNCHED CONTINUOUS TRACK CERAMIC FLOOR COVE BASE TILE SCALE : N.T.S. ATTACH TO EXISTING BUILDING STRUCTURE TO MATCH EXISTING. PROVIDE 45 ° DIAG. BRACING @ THE TOP MAX. 81-0" O.C. ISTURE RESISTANT %" GREEN BOARD E/S AT WET AND MOISTURE AREAS EXISTING CONC. FLOOR SLAB FINISH FLOOR AS SPECIFIED TYP. NEW INTERIOR FULL WALL DETAIL SCALE : N.T.S. 4'-5" 13' LL SIGN DOOR/FRAME ELEVATION TOILET ROOM WALL SIGN 3/16" THICK BACK PAINTED ACRYLIC, MATTE FINISH, 1/4" RADIUSED EDGES. "MEN", "WOMEN"NURSING", OR "UNISEX" TEXT RAISED 1/32" MIN. & 3/4" HIGH, WIDTH TO HEIGHT RATIO OF 3:5 TO 1:1 AND STROKE WIDTH TO HEIGHT RATIO OF 1:5 TO 1:10. GRADE 2 BRAILLE W/ DOTS 1/10 INCH O.C. IN EACH CELL, 2/10 INCH SPACE BETWEEN CELLS, AND DOTS SHALL BE RAISED 1/40 INCH. MIN. NOTES: 1.SIGNS SHALL BE A MIN. OF 1/4" THK., AND THEIR COLOR AND CONTRAST SHALL BE DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR/WALL PER GOVERNING CODES & ADA REQUIREMENTS. 2. WALL SIGNS SHALL BE LOCATED ON LATCH SIDE OF DOOR, CLEAR OF DOOR -SWING. 3• LETTERS AND BRAILLE SYMBOLS SHALL BE PER APPLICABLE CODES & ADA REQUIREMENTS. 0 RESTROOM SIGNAGE SCALE: N.T.S. 13' ' T-BAR C9LL 1° a.17-P J A l aP CLASS I HOOD 13' BY OTHER CLASS I HOOD 13 BY OTHER 11111111111 11111111111 IIIIIIIIIII a 22 GA. STAINLESS STEEL FLASHING. 18"MIN. OVER OVER NON-COMBUSTIBLE WALL AS EXHAUST HOOD TOP AND SIDE EDGES. C 0O 19 v r .l . �/I Jillr © © (} Q (® (® �, 4 IL Jl O ® I OS ®® 0 — @ fir( �( 0 0'd T-BAR C61rG a. 12-P • r.. OFLOOR aF`Y. aa. 1 1'-11" •j, 3'-1" 4'-10" 1 1 5' 1 12' 5' 1,1'-6" 1 1'-6" 1 1'-10" 3" CLASS I HOOD 13' BY OTHER T n 2-8„ 12' 2'-4" I. 2-8" ELEVATION - A SCALE : 3/8" = 1'-0" CLASS I HOOD 13' BY OTHER n 1 5-5" 11111111111 11111111111 11111111111 O 22 GA. STA NLESS STEEL OVER NON-COMBUSTIBLE WALL AS FLASHING. 18"MIN. OVER EXHAUST HOOD TOP AND SIDE EDGES. r L O O • 1'-10" 1 1'-10" j. 2-5" y 7' 6'-2' J if 4'-4" (6) 6> u (6) I 03:1:1=13a ®o ®" 000 Oil 1 0 000 0g 0 0 Lai J ;8" y 2'-7" y 2'-10" j, I'-6" y l'-10" j, l'-l0" j,9" ELEVATION - B SCALE: • 8"= 1' ;1- • UNISEX RESTROOM UNISEX RESTROOM _Atk l AL 4i A4 @ ° p 44 A4 @ k�. 1114, aOis c_- D04 I 6'-6" 1 8" EL. 8'-0" 0 8' ENLARGED RESTROOM PLAN SCALE : 3/8" = 11-0" Al A2 A3 EL. 8'-0" :P.3' EL. 0'-0 8' ELEVATION SCALE : 3/8" = 1'-0" EL. 8'-0" 1 DOOR HOOK 2 n EL. 0'-0" 1 7'-6" ELEVATION F. SCALE : 3/8" = 1'-0" EL. 0'-0" 1 8 ELEVATION Eo '1 SCALE : 3/8" = 1'-0" EL. 0 "MAX •a _ III 1.ralli r_ SEAr H!IOW EL. 0-0' .L 6'-6" ELEVATION SCALE : 3/8" = 1'-01' LAVATORY COUNTERS SCALE : N.T.S. ®VAWCG1 DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL: 206.322.4323 FAX: 206.322.9177 WWW.CATCHSTUDIO.COM 2x6 BLOCKING @ MIRROR 2x12 BLOCKING @ VANITY LAVATORY RIM P. LAM. COUNTER OVER 3/4" MDO PLYWOOD METAL L-BRACKETS 2"x2" EACH SIDE OF PLYWOOD OUTRIGGERS (TYPICAL) 3/4" PLYWOOD OUTRIGGERS LOCATE PER PLAN 3/4" PLYWOOD FRAME @ CONTINUOUS FRONT FRONT & BACK SIDE AS SHOWN INSULATE PIPES WALL FINISH PER INTERIOR ELEVATION WALL TYPE PER PLAN FINISH FLOOR PER FINISH SCHEDULE NOTE: PAINT PLYWOOD SUPPORTS TO MATCH P-LAM VANITY TOP PROJECT TITLE: 1 GRAB BAR: - Grab bars for water closets shall comply with 609 and shall be provided in accordance with Sections 604.5.1 and 604.5.2. Grab bars shall be provided on the rear wall and on the side wall closest to the water closet. 604.5.1 Fixed Side Wall Grab Bars. Fixed side -wall grab bars shall be 42" min. in length, located 12" max. from the rear wall and extending 54 " min. from the rear wall. in addition a vertical grab bar 18" min. in length shall be mounted with the bottom of the bar located 39" min. and 41' max above the floor and with the center line of the bar located 39" min. and 41" max from the rear wall. 604.5.2 Rear Wall Grab Bars. The rear wall grab bar shall be 36 inches min in length, and extend from the centerline of the water closet 12" min. on the side closest to the wall, and 24" min on the transfer side. 8' 1 ELEVATION SCALE : 3/8" = 1'-0" GRAB BAR DETAIL SCALE: N.T.S. EL. 8'-0" ! x EL E'.-0" EL. 0'-0" 0 TII3 82 Al A2 A A3 ELEVATION SCALE : 3/8" = 1'-0" ARCHITECT: 54" MN 39"-41" 1� _ of 01 42" MIN � f 47 2'"MIN / ' SEAT MEIGrtT 4 0- SHEET TITLE: 5.( MIN � Q 42" MIN a c MAX o qL 2"MIN a (? Z SEAT n!IGHT us m 36"MIN , REVIEWED FOR CODE COMPLIANCE APPROVED NOV22 2019 City of Tukwila BUILDING DIVISION i c ACCESSIBLE RESTROOM ®i SIDE WALL GRAB BAR FOR WATER CLOSET ® TOILET PAPER DISPENSER ® SANITARY NAPKIN DISPOSAL ® COAT HOOK ® DIAPER CHANGING STATION ® URINAL 0 LAVATORIES SINK ® SOAP DISPENSER ® MIRROR ® PAPER TOWEL DISPENSER 11 TOILET SEAT COVER DISPENSER 0 REAR WALL GRAB BAR FOR WATER CLOSET O WATER CLOSET REVISIONS: DOUGH ZONE COMMISSARY KITCHEN 120 Andover Park East, SUITE 160 Tukwila, WA 98188 6192 n REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON ELEVATION DETAIL n L. �,LIVC:D ^1TY OF TUKWILA NOV 8 8 2019 'EF3MIT CENTER DRAWN: NARIN NOS DATE: 11 /07/2019 SCALE: AS NOTED SHEET# A4 Th—o27/ 36"MIN , REVIEWED FOR CODE COMPLIANCE APPROVED NOV22 2019 City of Tukwila BUILDING DIVISION i c ACCESSIBLE RESTROOM ®i SIDE WALL GRAB BAR FOR WATER CLOSET ® TOILET PAPER DISPENSER ® SANITARY NAPKIN DISPOSAL ® COAT HOOK ® DIAPER CHANGING STATION ® URINAL 0 LAVATORIES SINK ® SOAP DISPENSER ® MIRROR ® PAPER TOWEL DISPENSER 11 TOILET SEAT COVER DISPENSER 0 REAR WALL GRAB BAR FOR WATER CLOSET O WATER CLOSET REVISIONS: DOUGH ZONE COMMISSARY KITCHEN 120 Andover Park East, SUITE 160 Tukwila, WA 98188 6192 n REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON ELEVATION DETAIL n L. �,LIVC:D ^1TY OF TUKWILA NOV 8 8 2019 'EF3MIT CENTER DRAWN: NARIN NOS DATE: 11 /07/2019 SCALE: AS NOTED SHEET# A4 Th—o27/ 1/2" RIM AND GRATE RIM RAISED 1 /2" A.F.F. O 0 0 O 0 0 O 0 0 O 00 O 00 O 00 O 00 O 00 O 00 FLOOR SINK SCALE : N.T.S. (8)X(8) FLOOR SINK 12X12 FLOOR SINK 3 COMPARTMENT SINK b I /TIT- NOTE: TO INTERCONNECT 3 CO THEY MUST BE TC NTERINK COINS. ID THEY A IBECENFITTCONNECTED USING A FIGURE 5 FITTING. (TRAP AND VENT ARE REQUIRED) WASTE MANIFOLD BY CONTRACTOR WITH 7' LINE DUMPING TO GREASE INTERCEPTOR TRIPLE COMPARTMENT SINK SCALE : N.T.S. INDIRECT DRAIN FROM 3-COMP. SINK TO LANDLORD GREASE TRAP IN BASEMENT P z 18 GA. STAINLESS STEEL SEPARATION PENAL CAULKING AND SEAL ANY GAP AROUND SINK AND WALL OR LIQUID TIGHT WELDED ON SINK SINK TO BE SEPARATED 5.5. PENAL EXTENDING 16" MIN. ABOVE SINK AND EVEN TO FRONT SIDE OF SINK TYP. STAINLESS STEEL EDPENAL SINK SEPARATION SCALE : N.T.S. 0TO ROOF DECK T-BAR CEILING SEE DETAIL A3/1 b" zv 0 EL. 12'-0' NEW DEMISING I SPACES 4" 20GA THE UNDERSIDE I WITH B"TYPE "X"( INSULATED W/ R. SMOOTH, PAINT J EXISTING BUILDING SECTION C-C' SCALE : 3/8" = 1'-0" 34'-3" SET RIM FLUSH WITH FLOOR FINISH FLOOR. SLOPE PER ARCH. Ira LIB' nlu��iJ NALL BETWEEN 2 . STEEL STUDS, BUILT TO �F THE ROOF DECK �WB ON BOTH SIDES, 21 (TAPED, SANDED GRADE FINISH (TYP.) �I i NO HUB FITTINGS Ill�i TRAP ELEVATION FLOOR DRAIN SCALE : N.T.S. 2X4 BLOCKING IN WALL ELEVATION SINK FURNISHED WITH: GOOSENECK SPOUT KNEE OR FOOT VALVES 1-1/2" WASTE TAILPIECE WALL BRACKET OR PEDESTAL PLUMBING ROUGH IN: OA 1/2"HW TEE & STOP @ +16" 01/2"CW TEE & STOP @ +16" ©1-1/2" WASTE @ 20" HAND SINK SCALE : N.T.S. (E)ROOF JOIST 2x6 BLOCKING @24" O.C. MAX. 1 r ( W/f3) I6DTHROUGH EXISTING ROOF JOIST TO BLOCKING EACH END 1 5/8" DEFLECTION GAP PAINTABLE FIRESTOP SEALANT II)#BSCREW PER STUD FLANGE THROUGH CENTER OF SLOT (T&B) 16 GA. GALV. SLOTTED SLIPPER TRACK W/(2)#10x2.5" SCREW TO EACH BLOCKING NEW 1 LAYERS 5/8" GYPSUM BOARD TYPE"X' BOTH ENDS 4" 20GA MIM. GALV. METAL STUDS @ 16" O.C. WALL FINISH PER SCHEDULE SILL TRACK SECURE TO EXISTING CONC. SLAB W/ 1/4'0x1"SPLIT CONCRETE EXPANSION ANCHORS 16" O.C.& WITHIN 6" OF END nir a DEMISING WALL DETAIL SCALE : N.T.S. SEALED CONCRETE SLAB NOTE: IBC 1013.4, "RAISED CHARACTER AND BRAILLE EXIT SIGNS" "A SIGN STATING EXIT IN VISUAL CHARACTERS, RAISED CHARACTERS, AND BRAILLE, AND COMPLYING WITH ICC A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN AREA OF REFUGE, AN EXTERIOR AREA FOR ASSISTED RESCUE AN EXIT STAIRWAY OR RAMP, AN EXIT PASSAGEWAY, AND THE EXIT DISCHARGE. RAISED CHARACTER AND BRAILLE EXIT SIGNS SCALE: N.T.S. EMERGENCY LIGHTING • ■ 3/4" STROKE WIDTH (MIN) NOTE: 1. SIGN SHALL BE ILLUMINATED INTERNALLY OR EXTERNALLY BY TWO ELECTRIC LAMPS OR BE AN APPROVED SELF -LUMINOUS TYPE. THE LUMINANCE OF THE SIGN SHALL NOT BE LESS THAN 5 FOOT CANDLES FROM EITHER LAMP. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE. 2. CURRENT SUPPLY FOR ONE OF THE LAMPS SHALL BE SUPPLIED BY THE PREMISES WIRING SYSTEM. POWER TO THE OTHER LAMP SHALL BE FROM STORAGE BATTERY OR ON SITE GENERATOR. 3. THE NORMAL POWER SUPPLY SHALL BE AUGMENTED WITH AN EMERBENCY POWER BACK UP SYSTEM WHEN THE OICCUPANT LOAD OF A BUILDING IS OVER A TOTAL OF 100 PERSONS. 4. ALL MEANS OF EGRESS SHALL BE ILLUMINATED TO A MINIMUM OF ONE FOOT CANDLE AT THE FLOOR LEVEL WHEN ANYTIME THE BUILDING IS OCCUPIED. EXIT / HIGH CONTRAST LETTER BACKGROUND EMERGENCY DETAIL SCALE : N.T.S. A NOTE: DIMENSIONS A, B, AND C MUST ALL BE AT _EAST X" (MIN.) X" (MAX.) SLOTTED SLIP TRACK TYPICAL STUD WALL INSIDE EDGE A X" (MAX.) SLOTTED SLIP TRACK TYPICAL STUD WALL OUTSIDE EDGE OF BEAM END OF SLIP TRACK REFER TO SECTIONS FOR TRACK SIZE REFER TO SECTIONS FOR FASTENERS TO STRUCTURE ABOVE 4" (MIN) tor STUD SLP - TRK® DETAIL SCALE : N.T.S. X" (MAX.) (1) 110 SCREW PER STUD FLANGE THROUGH CENTER OF SLOT TYPICAL STUD ADA COUNTER HEIGHT 34" THE TOPS OF COUNTER AND WORK SURFACES SHALL BE 34 INCHES MAXIMUM FROM THE FLOOR OR GROUND. ADA COUNTER DETAIL SCALE : N.T.S. SPECIFIED MAX ON ALL SIGNS SEE A1, ON FLOOR PLAN MAXIMUM OCCUPANCY NOT TO EXCEED - PERSONS REVIEWED FOR — CODE COMPL ANCE APPROVED WOV 22 2019 City of Tukwila BUILDING DIVISION ASSEMBLY OCCUPANCY WITHIN THE BUILDING 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 OCCUPANCY LOAD SIGN SCALE : N.T.S. @VAWLCO4I DESIGN STUD 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL: 206.322.4323 FAX: 206.322.9177 WWW.CATCHSTUDIO.COM I O PROJECT TITLE: ARCHITECT: SHEET TITLE: REVISIONS: DOUGH ZONE COMMISSARY KITCHEN 120 Andover Park East, SUITE 160 Tukwila, WA 98188 6192 REGISTERED 1 \7 ARCHITECT THAN SUTAN STATE OF WASHINGTON ELEVATION DETAIL LEIVtD CITY OF TUKWILA NOV 08 2019 PERMIT CENTER DRAWN: NARIN NOS DATE: 11 /07/2019 SCALE: AS NOTED SHEET# A5 hf?-cZ7z